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Appendices Anaheim Housing Opportunities Sites Rezoning Project Draft Supplemental EIR City of Anaheim Appendix E Noise Modeling Data ---PAGE BREAK--- Appendices July 2013 This page intentionally left blank. ---PAGE BREAK--- 1 Anaheim Boulevard N. of Cerritos Ave. to Cerritos Avenue 51,777 72.8 ‐ 2 Ball Road SR‐57 (West Side) to SR‐57 (East Side) 53,761 73.3 3 Ball Road SR‐57 (East Side) to W. of Main Street 52,284 73.2 4 Ball Road W. of Main Street to Main Street 46,098 72.6 5 Cerritos Avenue Euclid St. to Ninth Street 16,848 66.6 6 Cerritos Avenue Ninth Street to W. of Walnut St. 18,407 66.9 7 Cerritos Avenue W. of Walnut St. to Walnut St. 19,364 67.2 8 Cerritos Avenue State College Blvd. to W. of Sunkist St. 21,774 69.1 9 Cerritos Avenue W. of Sunkist St. to Sunkist St. 21,127 68.9 10 Cerritos Avenue Sunkist St. to Douglass Road 16,221 67.8 11 Disney Way/Freedman Way Harbor Blvd. to Clementine St. 12,864 66.8 12 Disney Way/Freedman Way Clementine Street to I‐5 (West Side) 12,878 66.8 13 Harbor Boulevard SR‐91 to SR‐91 (South Side) 60,090 72.1 14 Harbor Boulevard South Street to Ball Road 53,999 71.6 15 Haster Street/Anaheim Blvd. Manchester Avenue to N. of Gene Autry Way 50,715 71.4 16 Haster Street/Anaheim Blvd. N. of Gene Autry Way to Gene Autry Way 49,172 71.2 17 Imperial Highway E. La Palma Ave. to N. of SR‐91 89,619 76.1 18 Katella Avenue W. of Walnut St. to Walnut St. 50,806 73.1 19 Katella Avenue Walnut St. to West Street 58,249 73.7 20 Katella Avenue West Street to W. of Harbor Blvd. 64,833 74.1 21 Katella Avenue W. of Harbor Blvd. to Harbor Blvd. 69,210 74.4 22 Katella Avenue Harbor Blvd. to Clementine Street 71,537 74.5 23 Katella Avenue Clementine Street to W. of Haster St. 71,741 74.6 24 Katella Avenue W. of Haster St. to Haster Street 77,204 74.9 25 Katella Avenue Haster Street to I‐5 (East Side) 81,410 75.1 26 Katella Avenue I‐5 (East Side) to Anaheim Blvd. 85,733 75.3 27 Katella Avenue Anaheim Blvd. to Lewis Street 85,733 75.3 28 Katella Avenue Lewis Street to E. of Lewis St. 78,260 74.9 29 Katella Avenue E. of Lewis St. to W. of State College Blvd. 78,260 74.9 30 Katella Avenue W. of State College Blvd. to State College Blvd. 76,618 74.8 31 Katella Avenue State College Blvd. to SR‐57 (West Side) 81,121 75.1 32 Katella Avenue SR‐57 (West Side) to Douglass Road 71,402 74.5 33 La Palma Avenue Euclid St. to W. of West St. 28,518 70.3 34 La Palma Avenue W. of West St. to West Street 25,734 69.8 35 La Palma Avenue West Street to Citron Drive 25,706 68.4 36 La Palma Avenue Kraemer Blvd. to W. of Miller St. 52,238 74.5 37 La Palma Avenue W. of Tustin Ave. to Tustin Ave. 42,906 73.6 38 La Palma Avenue Imperial Highway to E. of Imperial Highway 33,900 71.0 39 Lincoln Avenue Lemon Street to Anaheim Blvd. 39,255 71.9 40 Nohl Ranch Road Nohl Canyon to E. of Nohl Canyon 16,797 68.0 41 Nohl Ranch Road E. of Nohl Canyon to W. of Meats 15,403 67.6 42 Nohl Ranch Road Imperial Highway to E. of Imperial Highway 32,415 70.8 43 Nohl Ranch Road Anaheim Hills Rd. to Canyon Rim 28,057 70.2 44 North Rio Vista Street S. of Frontera St. to N. of Lincoln Ave. 18,907 68.5 45 North Rio Vista Street N. of Lincoln Ave. to W. Lincoln Ave. 18,907 68.5 46 Oak Canyon Drive Serrano Ave. to W. of Weir Canyon Rd. 5,829 63.4 47 Oak Canyon Drive W. of Weir Canyon Rd. to Weir Canyon Rd. 7,372 64.4 48 Orangewood Avenue I‐5 (East Side) to W. of State College Blvd. 36,220 71.3 49 Orangewood Avenue W. of State College Blvd. to State College Blvd. 40,542 71.8 50 Serrano Avenue Nohl Ranch Rd. to E. of Nohl Ranch Rd. 14,263 67.2 51 Serrano Avenue E. of Nohl Ranch Rd. to E. of Nohl Ranch Rd.(1) 14,529 67.3 52 Serrano Avenue E. of Nohl Ranch Rd.(1) to W. of Canyon Rim 18,502 68.4 53 Serrano Avenue W. of Canyon Rim to Canyon Rim 20,992 68.9 54 Serrano Avenue Canyon Rim to E. of Canyon Rim 20,407 68.8 55 Serrano Avenue E. of Canyon Rim to W. of Oak Canyon Dr. 23,305 69.4 56 Serrano Avenue W. of Oak Canyon Dr. to Oak Canyon Dr. 28,994 70.3 57 Serrano Avenue Oak Canyon Dr. to W. of Weir Canyon Rd. 24,594 69.6 58 Serrano Avenue W. of Weir Canyon Rd. to Weir Canyon Rd. 31,211 70.6 59 State College Boulevard Katella Avenue to Orangewood Ave. 63,413 74.0 60 State College Boulevard Orangewood Ave. to N. of I‐5 59,472 73.7 61 Sunkist Street Ball Road to N. of Cerritos Ave. 21,406 67.6 # Table Noise Contours for Approved Project (Published 2025 Conditions) Roadway Segment Daily Traffic Volumes Noise level at 50 feet (dBA CNEL) ---PAGE BREAK--- 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL 1 ACACIA ST LA PALMA AVE TO ROMNEYA DR 4,700 65.7 26 56 120 2 ACACIA ST ROMNEYA DR TO ORANGETHORPE AVE 5,300 66.6 30 64 137 3 ANAHEIM BLVD KATELLA AVE TO I‐5 19,400 75.7 120 258 556 4 ANAHEIM BLVD I‐5 TO CERRITOS AVE 33,200 75.7 176 379 816 5 ANAHEIM BLVD CERRITOS AVE TO BALL RD 26,800 77.4 155 334 720 6 ANAHEIM BLVD BALL RD TO VERMONT ST 23,000 77.2 150 323 697 7 ANAHEIM BLVD VERMONT ST TO SOUTH ST 20,300 72.5 74 159 342 8 ANAHEIM BLVD SOUTH ST TO BROADWAY 20,900 72.9 78 168 361 9 ANAHEIM BLVD BROADWAY TO LINCOLN AVE 20,500 72.3 71 153 330 10 ANAHEIM BLVD LINCOLN AVE TO SYCAMORE ST 17,900 72.2 70 151 325 11 ANAHEIM BLVD SYCAMORE ST TO NORTH ST 17,700 72.4 73 156 337 12 ANAHEIM BLVD NORTH ST TO LA PALMA AVE 16,400 72.3 71 153 329 13 ANAHEIM BLVD LA PALMA AVE TO CARL KARCHER WAY 19,400 71.6 64 138 298 14 ANAHEIM BLVD CARL KARCHER WAY TO RIVERSIDE FWY 19,500 72.0 68 146 316 15 LEMON ST RIVERSIDE FWY TO ORANGETHORPE AVE 36,600 74.8 105 226 487 16 LEMON ST ORANGETHORPE AVE TO NORTH CITY LIMITS 27,100 73.6 87 187 402 17 ANAHEIM HILLS RD NOHL RANCH RD TO SANTA ANA CYN ROAD 12,200 69.7 48 103 223 18 ANAHEIM WY ORANGEWOOD AVE TO KATELLA AVE 18,200 71.1 59 127 274 19 ANAHEIM WY KATELLA AVE TO ANAHEIM BLVD 10,800 69.9 49 106 228 20 BALL RD HOLDER ST TO KNOTT AVE 18,600 71.4 62 134 290 21 BALL RD KNOTT AVE TO WESTERN AVE 20,900 71.9 67 145 313 22 BALL RD WESTERN AVE TO BEACH BLVD 20,400 71.9 66 143 308 23 BALL RD BEACH BLVD TO DALE AVE 24,000 73.6 86 186 400 24 BALL RD DALE AVE TO MAGNOLIA AVE 27,800 73.1 81 175 376 25 BALL RD MAGNOLIA AVE TO GILBERT ST 27,600 73.2 82 176 380 26 BALL RD GILBERT ST TO BROOKHURST ST 27,300 73.2 82 176 380 27 BALL RD BROOKHURST ST TO NUTWOOD ST 27,900 73.1 80 173 372 28 BALL RD NUTWOOD ST TO 26,300 73.2 82 177 381 29 BALL RD EUCLID ST TO EUCLID ST 26,300 73.2 81 175 377 30 BALL RD WALNUT ST TO DISNEYLAND DR 34,000 77.8 167 359 774 31 BALL RD DISNEYLAND DR TO HARBOR BLVD 44,300 79.1 202 435 937 32 BALL RD HARBOR BLVD TO ANAHEIM BLVD 36,900 78.6 187 403 867 33 BALL RD ANAHEIM BLVD TO EAST ST 35,300 77.5 159 342 737 34 BALL RD EAST ST TO STATE COLLEGE BLVD 38,100 77.8 166 357 770 35 BALL RD STATE COLLEGE BLVD TO SUNKIST ST 40,500 78.8 193 416 897 36 BALL RD SUNKIST ST TO ORANGE FWY 48,400 79.1 203 438 943 37 BALL RD ORANGE FWY TO EAST CITY LIMITS 32,700 79.5 216 466 1,004 38 BEACH BLVD CERRITOS AVE TO BALL RD 53,700 86.6 664 1,430 3,081 39 BEACH BLVD BALL RD TO ORANGE AVE 55,800 86.8 681 1,467 3,160 40 BEACH BLVD ORANGE AVE TO LINCOLN AVE 55,000 86.7 674 1,452 3,129 41 BEACH BLVD LINCOLN AVE TO CRESCENT AVE 47,200 86.0 607 1,308 2,818 42 BLUE GUM ST LA PALMA AVE TO MIRALOMA AVE 9,900 68.9 42 90 195 43 BLUE GUM ST MIRALOMA AVE TO ORANGETHORPE AVE 11,000 68.9 42 91 196 44 BRASHER ST LA PALMA AVE TO HUNTER AVE 2,000 57.7 8 16 35 45 BROADWAY DALE AVE TO MAGNOLIA AVE 8,700 66.1 27 59 127 46 BROADWAY MAGNOLIA AVE TO GILBERT ST 11,400 67.2 33 71 152 47 BROADWAY GILBERT ST TO BROOKHURST ST 12,400 67.6 35 75 162 48 BROADWAY BROOKHURST ST TO NUTWOOD ST 15,200 68.5 40 86 184 49 BROADWAY NUTWOOD ST TO EUCLID ST 16,200 68.8 41 89 192 50 BROADWAY EUCLID ST TO MANCHESTER AVE 14,600 70.4 53 114 247 51 BROADWAY MANCHESTER AVE TO HARBOR BLVD 17,100 68.6 40 87 186 52 BROADWAY HARBOR BLVD TO ANAHEIM BLVD 13,700 69.7 48 103 221 53 BROADWAY ANAHEIM BLVD TO OLIVE ST 13,600 67.6 34 74 160 54 BROADWAY OLIVE ST TO EAST ST 17,500 68.7 41 88 189 55 BROADWAY EAST ST TO STATE COLLEGE BOULEVARD 5,900 62.0 15 31 68 56 BROOKHURST ST KATELLA AVE TO CERRITOS AVE 36,600 77.2 150 324 698 57 BROOKHURST ST CERRITOS AVE TO BALL RD 33,700 76.8 142 307 661 58 BROOKHURST ST BALL RD TO ORANGE AVE 39,400 77.5 158 340 733 59 BROOKHURST ST ORANGE AVE TO BROADWAY 35,900 77.1 148 320 689 60 BROOKHURST ST BROADWAY TO LINCOLN AVE 40,700 77.6 161 348 749 61 BROOKHURST ST LINCOLN AVE TO CRESCENT AVE 42,300 77.8 166 357 769 62 BROOKHURST ST CRESCENT AVE TO LA PALMA AVE 51,600 78.7 189 407 878 63 BROOKHURST ST LA PALMA AVE TO RIVERSIDE FWY 50,700 78.6 187 403 867 64 CARL KARCHER WAY HARBOR BLVD TO ANAHEIM BLVD 5,200 61.4 13 29 62 65 CANYON CREEK RD SUNSET RIDGE RD TO SERRANO AVE 6,900 62.7 16 35 75 66 CANYON RIM RD NOHL RANCH RD TO FAIRMONT BLVD 4,900 65.2 24 52 112 67 CANYON RIM RD FAIRMONT BLVD TO SERRANO AVE 8,000 67.4 33 72 155 68 CANYON VISTA DR WEIR CYN RD TO EVENINGSONG LN 3,000 59.0 9 20 43 69 CERRITOS AVE HOLDER ST TO KNOTT AVE 16,800 70.6 55 118 254 70 CERRITOS AVE DALE AVE TO MAGNOLIA AVE 14,600 67.9 36 78 168 71 CERRITOS AVE MAGNOLIA AVE TO GILBERT ST 13,000 67.4 33 72 155 72 CERRITOS AVE GILBERT ST TO BROOKHURST ST 15,500 66.2 28 60 129 73 CERRITOS AVE BROOKHURST ST TO NUTWOOD ST 22,200 69.7 48 103 222 74 CERRITOS AVE NUTWOOD ST TO EUCLID ST 24,000 70.0 50 108 234 75 CERRITOS AVE EUCLID ST TO WALNUT ST 19,700 69.2 44 95 205 76 CERRITOS AVE ANAHEIM BLVD TO LEWIS ST 26,800 72.6 75 161 346 77 CERRITOS AVE LEWIS ST TO STATE COLLEGE BLVD 28,200 72.8 77 166 358 # Table Noise Contours for Proposed Project (2035 Conditions) Roadway Segment Daily Traffic Volumes Noise level at 50 feet (dBA CNEL) Distance to noise contour (feet) ---PAGE BREAK--- 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL # Table Noise Contours for Proposed Project (2035 Conditions) Roadway Segment Daily Traffic Volumes Noise level at 50 feet (dBA CNEL) Distance to noise contour (feet) 78 CERRITOS AVE STATE COLLEGE BLVD TO SUNKIST ST 16,100 68.3 39 83 179 79 CERRITOS AVE SUNKIST ST TO DOUGLASS RD 19,400 69.1 44 94 203 80 CHAPMAN AVE HARBOR BLVD TO HASTER ST 27,700 72.8 76 164 354 81 CLEMENTINE ST KATELLA AVE TO MANCHESTER AVE 12,800 67.3 33 71 154 82 COMMERCIAL ST ANAHEIM BLVD TO PATT ST 4,200 60.5 12 25 54 83 CONVENTION WY 0.25 M W/HARBOR BLVD TO HARBOR BLVD 17,500 70.8 56 121 261 84 CORONADO ST BLUE GUM ST TO KRAEMER BLVD 3,900 60.2 11 24 51 85 CORONADO ST JEFFERSON ST TO VAREN BUREN ST 2,200 57.7 8 16 35 86 CRESCENT AVE DALE AVE TO MAGNOLIA AVE 19,700 69.2 44 95 205 87 CRESCENT AVE MAGNOLIA AVE TO GILBERT ST 9,800 66.2 28 60 129 88 CRESCENT AVE GILBERT ST TO BROOKHURST ST 12,500 67.2 33 70 151 89 CRESCENT AVE BROOKHURST ST TO MULLER ST 8,600 65.6 25 55 118 90 CRESCENT AVE CHIPPEWA AVE TO EUCLID ST 10,000 66.2 28 61 130 91 CRESCENT AVE EUCLID ST TO LOARA ST 13,600 67.6 34 74 160 92 CRESCENT WY LINCOLN AVE TO CRESCENT AVE 5,100 61.3 13 29 61 93 CROWTHER AVE WEST CITY LIMIT TO KRAEMER BLVD 4,800 63.1 17 37 80 94 CROWTHER AVE KRAEMER BLVD TO ORANGETHORPE AVE 3,700 61.9 14 31 67 95 DALE AVE CERRITOS AVE TO BALL RD 14,000 67.7 35 76 163 96 DALE AVE BALL RD TO ORANGE AVE 18,100 68.8 42 90 194 97 DALE AVE ORANGE AVE TO BROADWAY 18,900 69.0 43 93 199 98 DALE AVE BROADWAY TO LINCOLN AVE 17,900 68.8 41 89 192 99 DALE AVE LINCOLN AVE TO CRESCENT AVE 16,400 68.4 39 84 181 100 DISNEY WAY HARBOR BLVD TO CLEMENTINE ST 13,900 73.0 79 170 366 101 DISNEY WAY CLEMENTINE ST TO ANAHEIM BLVD 33,400 76.8 141 305 657 102 DISNEYLAND DR KATELLA AVE TO MAGIC WY 28,100 72.8 77 166 358 103 DISNEYLAND DR MAGIC WY TO BALL RD 27,100 72.7 75 162 349 104 DISNEYLAND DR BALL RD TO MANCHESTER AVE 37,600 74.8 105 226 486 105 DOUGLASS RD KATELLA AVE TO CERRITOS AVE 25,900 72.5 73 157 339 106 EAST ST BALL RD TO VERMONT ST 23,200 69.9 49 106 229 107 EAST ST VERMONT ST TO SOUTH ST 23,600 70.0 50 107 231 108 EAST ST SOUTH ST TO BROADWAY 22,400 69.7 48 104 223 109 EAST ST BROADWAY TO LINCOLN AVE 28,400 70.8 56 121 262 110 EAST ST LINCOLN AVE TO SYCAMORE ST 25,400 70.3 52 113 243 111 EAST ST SYCAMORE ST TO LA PALMA AVE 26,500 70.5 54 116 250 112 EAST ST LA PALMA AVE TO ROMNEYA DR 27,300 70.6 55 118 255 113 EAST ST ROMNEYA DR TO RIVERSIDE FWY 29,700 73.1 80 172 371 114 RAYMOND AVE RIVERSIDE FWY TO ORANGETHORPE AVE 31,900 73.4 84 181 389 115 RAYMOND AVE ORANGETHORPE AVE TO NORTH CITY LIMITS 23,400 72.0 68 147 316 116 EUCLID ST CHAPMAN AVE TO ORANGEWOOD AVE 34,000 76.9 143 308 665 117 EUCLID ST ORANGEWOOD AVE TO KATELLA AVE 35,800 77.1 148 319 688 118 EUCLID ST KATELLA AVE TO CERRITOS AVE 38,700 77.4 156 336 725 119 EUCLID ST CERRITOS AVE TO BALL RD 40,700 77.6 161 348 749 120 EUCLID ST BALL RD TO ORANGE AVE 42,200 77.8 165 356 768 121 EUCLID ST ORANGE AVE TO BROADWAY 42,000 77.8 165 355 765 122 EUCLID ST BROADWAY TO LINCOLN AVE 45,700 78.1 174 376 809 123 EUCLID ST LINCOLN AVE TO I‐5 49,600 78.5 184 397 855 124 EUCLID ST I‐5 TO CRESCENT AVE 56,300 79.0 200 432 930 125 EUCLID ST CRESCENT AVE TO LA PALMA AVE 53,000 78.8 192 415 893 126 EUCLID ST LA PALMA AVE TO ROMNEYA DR 52,400 78.7 191 412 887 127 EUCLID ST ROMNEYA DR TO RIVERSIDE FWY 52,700 78.8 192 413 890 128 FAIRMONT BLVD CANYON RIM RD TO SANTA ANA CYN ROAD 5,300 65.6 25 55 118 129 FAIRMONT BLVD LA PALMA AVE TO ESPERANZA RD 32,200 76.6 138 297 641 130 FRONTERA ST LA PALMA AVE TO GLASSELL ST 8,400 65.5 25 54 116 131 GENE AUTRY WY ANAHEIM WAY TO STATE COLLEGE BOULEVARD 30,500 76.4 133 287 618 132 GILBERT ST KATELLA AVE TO CERRITOS AVE 12,400 67.2 32 70 151 133 GILBERT ST CERRITOS AVE TO BALL RD 11,600 66.9 31 67 144 134 GILBERT ST BALL RD TO ORANGE AVE 10,600 64.5 22 46 100 135 GILBERT ST ORANGE AVE TO BROADWAY 10,300 64.4 21 46 98 136 GILBERT ST BROADWAY TO LINCOLN AVE 10,800 64.6 22 47 101 137 GILBERT ST LINCOLN AVE TO CRESCENT AVE 12,400 65.2 24 52 111 138 GILBERT ST CRESCENT AVE TO LA PALMA AVE 9,900 64.2 21 44 96 139 GILBERT ST RHODES AVE TO CL @ HOUSTON AVE 700 52.7 4 8 16 140 GLASSELL ST SANTA ANA RIVER TO RIVERSIDE FWY 32,600 76.7 139 300 646 141 GRAND AVE LINCOLN AVE TO CRESCENT AVE 4,600 60.9 12 27 57 142 GROVE ST LA PALMA AVE TO MIRALOMA AVE 8,200 63.4 18 39 84 143 GYPSUM CYN RD SANTA ANA CYN RD TO RIVERSIDE FWY 26,400 68.5 40 85 184 144 HANCOCK ST LA PALMA AVE TO HUNTER AVE 3,000 59.0 9 20 43 145 HARBOR BLVD CHAPMAN AVE TO WILKEN WAY 43,400 77.9 168 363 782 146 HARBOR BLVD WILKEN WAY TO ORANGEWOOD AVE 47,900 78.3 180 388 835 147 HARBOR BLVD ORANGEWOOD AVE TO CONVENTION WAY 45,000 78.1 173 372 801 148 HARBOR BLVD CONVENTION WAY TO KATELLA AVE 53,400 78.8 193 417 898 149 HARBOR BLVD KATELLA AVE TO DISNEY WAY 48,500 78.4 181 391 842 150 HARBOR BLVD DISNEY WAY TO MANCHESTER AVE 47,100 78.3 178 383 826 151 HARBOR BLVD MANCHESTER AVE TO I‐5 57,200 81.5 291 626 1,350 152 HARBOR BLVD I‐5 TO BALL RD 60,700 153 HARBOR BLVD BALL RD TO VERMONT ST 42,600 77.8 166 359 772 154 HARBOR BLVD VERMONT ST TO SOUTH ST 37,900 77.3 154 332 714 ---PAGE BREAK--- 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL # Table Noise Contours for Proposed Project (2035 Conditions) Roadway Segment Daily Traffic Volumes Noise level at 50 feet (dBA CNEL) Distance to noise contour (feet) 155 HARBOR BLVD SOUTH ST TO BROADWAY 38,400 77.4 155 335 721 156 HARBOR BLVD BROADWAY TO LINCOLN AVE 44,000 78.0 170 366 789 157 HARBOR BLVD LINCOLN AVE TO SYCAMORE ST 36,800 77.2 151 325 701 158 HARBOR BLVD SYCAMORE ST TO NORTH ST 38,400 77.4 155 335 721 159 HARBOR BLVD NORTH ST TO LA PALMA AVE 38,800 77.4 156 337 726 160 HARBOR BLVD LA PALMA AVE TO ROMNEYA DR 46,300 78.2 176 379 816 161 HARBOR BLVD ROMNEYA DR TO RIVERSIDE FWY 47,500 78.3 179 386 831 162 HASTER ST CHAPMAN AVE TO ORANGEWOOD AVE 33,100 76.7 141 303 653 163 HASTER ST ORANGEWOOD AVE TO KATELLA AVE 36,400 77.1 150 323 696 164 THE HIGHLANDS CANYON RIM RD TO SUNSET RIDGE RD 3,200 59.3 10 21 45 165 HOWELL AVE STATE COLLEGE BLVD TO SUNKIST ST 15,300 68.1 37 80 173 166 HOWELL AVE SUNKIST ST TO KATELLA AVE 13,400 67.5 34 74 158 167 HUNTER AVE HANCOCK ST TO KELLOGG DR 2,000 57.3 7 15 33 168 HUNTER AVE KELLOGG DR TO BRASHER ST 2,100 57.5 7 16 34 169 IMPERIAL HWY SOUTH CITY LIMITS TO NOHL RANCH RD 27,700 76.0 125 269 580 170 IMPERIAL HWY NOHL RANCH RD TO SANTA ANA CYN RD 35,500 77.0 147 317 684 171 IMPERIAL HWY SANTA ANA CYN RD TO RIVERSIDE FWY 58,700 86.6 661 1,423 3,067 172 IMPERIAL HWY RIVERSIDE FWY TO LA PALMA AVE 59,400 79.3 208 447 964 173 IMPERIAL HWY LA PALMA AVE TO ORANGETHORPE AVE 56,300 81.4 288 620 1,335 174 IMPERIAL HWY ORANGETHORPE AVE TO KELLOGG DR 56,300 75.8 122 264 568 175 JEFFERSON AVE TUSTIN AVE TO MIRALOMA AVE 8,100 65.3 24 53 113 176 JEFFERSON AVE MIRALOMA AVE TO ORANGETHORPE AVE 11,300 66.8 30 66 141 177 KAISER BLVD ROOSEVELT RD TO WEIR CYN RD 3,200 59.3 10 21 45 178 KATELLA AVE GILBERT ST TO BROOKHURST ST 45,500 78.1 174 375 807 179 KATELLA AVE BROOKHURST ST TO NUTWOOD ST 38,800 77.4 156 337 726 180 KATELLA AVE NUTWOOD ST TO EUCLID ST 51,300 78.6 188 406 874 181 KATELLA AVE EUCLID ST TO NINTH ST 45,500 78.1 174 375 807 182 KATELLA AVE NINTH ST TO WALNUT ST 44,600 78.0 172 370 796 183 KATELLA AVE WALNUT ST TO DISNEYLAND DR 55,400 79.0 198 427 920 184 KATELLA AVE DISNEYLAND DR TO HARBOR BLVD 71,000 87.4 750 1,616 3,481 185 KATELLA AVE HARBOR BLVD TO CLEMENTINE ST 62,500 86.8 689 1,484 3,198 186 KATELLA AVE CLEMENTINE ST TO ANAHEIM BLVD 66,700 87.1 719 1,550 3,339 187 KATELLA AVE ANAHEIM BLVD TO I‐5 78,700 87.8 803 1,731 3,729 188 KATELLA AVE I‐5 TO LEWIS ST 95,900 88.7 916 1,974 4,254 189 KATELLA AVE LEWIS ST TO STATE COLLEGE BLVD 84,500 88.1 842 1,815 3,910 190 KATELLA AVE STATE COLLEGE BLVD TO HOWELL AVE 81,400 88.0 822 1,770 3,813 191 KATELLA AVE HOWELL AVE TO ORANGE FWY 90,500 81.1 275 592 1,276 192 KATELLA AVE ORANGE FWY TO SANTA ANA FWY 65,500 79.7 222 478 1,029 193 KELLOGG DR LA PALMA AVE TO ORANGETHORPE AVE 10,800 68.7 41 88 189 194 KELLOGG DR ORANGETHORPE AVE TO CL N/IMPERIAL HWY 14,800 70.0 50 108 233 195 KNOTT AVE CERRITOS AVE TO BALL RD 24,200 75.4 114 246 530 196 KNOTT AVE BALL RD TO ORANGE AVE 30,300 76.4 133 286 615 197 KNOTT AVE ORANGE AVE TO LINCOLN AVE 32,700 76.7 140 301 648 198 KRAEMER BLVD RIVERSIDE FWY TO LA PALMA AVE 53,300 78.8 193 416 897 199 KRAEMER BLVD LA PALMA AVE TO CORONADO ST 34,700 76.9 145 313 674 200 KRAEMER BLVD CORONADO ST TO MIRALOMA AVE 33,500 76.8 142 305 658 201 KRAEMER BLVD MIRALOMA AVE TO LA JOLLA ST 33,000 76.7 140 302 651 202 KRAEMER BLVD LA JOLLA ST TO ORANGETHORPE AVE 32,200 76.6 138 297 641 203 KRAEMER BLVD ORANGETHORPE AVE TO CROWTHER AVE 23,700 75.3 113 243 522 204 LA JOLLA ST BLUE GUM ST TO KRAEMER BLVD 5,400 61.6 14 30 64 205 LA PALMA AVE DALE AVE TO MAGNOLIA AVE 30,300 73.1 81 175 376 206 LA PALMA AVE MAGNOLIA AVE TO GILBERT ST 23,300 72.0 68 146 316 207 LA PALMA AVE GILBERT ST TO BROOKHURST ST 26,700 72.6 74 160 346 208 LA PALMA AVE BROOKHURST ST TO ANAHEIM SHORES DR 23,100 72.0 68 146 314 209 LA PALMA AVE ANAHEIM SHORES DR TO EUCLID ST 21,800 71.7 65 140 302 210 LA PALMA AVE EUCLID ST TO WEST ST 24,900 72.3 71 153 330 211 LA PALMA AVE WEST ST TO HARBOR BLVD 25,600 72.4 72 156 336 212 LA PALMA AVE HARBOR BLVD TO ANAHEIM BLVD 27,500 75.9 124 268 577 213 LA PALMA AVE ANAHEIM BLVD TO OLIVE ST 24,700 72.3 71 152 328 214 LA PALMA AVE OLIVE ST TO EAST ST 26,300 72.5 74 159 342 215 LA PALMA AVE EAST ST TO ACACIA ST 26,100 72.5 73 158 340 216 LA PALMA AVE ACACIA ST TO STATE COLLEGE BLVD 23,000 71.9 67 145 313 217 LA PALMA AVE STATE COLLEGE BLVD TO SUNKIST ST 23,500 72.0 68 147 317 218 LA PALMA AVE SUNKIST ST TO BLUE GUM ST 18,100 70.9 57 124 267 219 LA PALMA AVE BLUE GUM ST TO KRAEMER BLVD 20,400 74.6 102 219 473 220 LA PALMA AVE KRAEMER BLVD TO MILLER ST 28,500 76.1 127 274 591 221 LA PALMA AVE MILLER ST TO TUSTIN AVE 31,300 76.5 135 292 629 222 LA PALMA AVE TUSTIN AVE TO VAN BUREN ST 33,300 76.8 141 304 655 223 LA PALMA AVE VAN BUREN ST TO RICHFIELD RD 27,900 76.0 125 270 583 224 LA PALMA AVE RICHFIELD RD TO LAKEVIEW AVE 22,300 75.0 108 233 502 225 LA PALMA AVE LAKEVIEW AVE TO KELLOGG DR 25,300 75.6 118 253 546 226 LA PALMA AVE KELLOGG DR TO IMPERIAL HWY 20,900 74.7 104 223 480 227 LA PALMA AVE IMPERIAL HWY TO FAIRMONT BLVD 30,500 73.2 81 175 378 228 LA PALMA AVE FAIRMONT BLVD TO YORBA LINDA BLVD 15,400 70.2 52 111 239 229 LA PALMA AVE YORBA LINDA BLVD TO EAST CITY LIMITS 25,300 72.4 72 155 333 230 LA PALMA PARK WY LA PALMA AVE TO HARBOR BLVD 1,300 55.4 5 11 25 231 LAKEVIEW AVE SANTA ANA CYN RD TO LA PALMA AVE 38,300 77.4 155 334 720 ---PAGE BREAK--- 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL # Table Noise Contours for Proposed Project (2035 Conditions) Roadway Segment Daily Traffic Volumes Noise level at 50 feet (dBA CNEL) Distance to noise contour (feet) 232 LAKEVIEW AVE LA PALMA AVE TO ORANGETHORPE AVE 20,000 71.3 61 132 285 233 LAKEVIEW AVE ORANGETHORPE AVE TO NORTH CITY LIMITS 41,100 74.5 99 214 461 234 LANDON DR MANASSERO ST TO KELLOGG DR 900 53.8 4 9 19 235 LEWIS ST CHAPMAN AVE TO ORANGEWOOD AVE 15,600 68.2 38 81 175 236 LEWIS ST ANAHEIM WAY TO KATELLA AVE 19,900 69.2 44 96 206 237 LEWIS ST KATELLA AVE TO CERRITOS AVE 24,400 70.1 51 110 236 238 LEWIS ST CERRITOS AVE TO BALL RD 15,800 70.3 52 113 244 239 LINCOLN AVE KNOTT AVE TO WESTERN AVE 37,900 77.3 154 332 714 240 LINCOLN AVE WESTERN AVE TO BEACH BLVD 44,300 78.0 171 368 793 241 LINCOLN AVE BEACH BLVD TO DALE AVE 23,000 75.2 110 238 512 242 LINCOLN AVE DALE AVE TO MAGNOLIA AVE 27,100 75.9 123 265 571 243 LINCOLN AVE MAGNOLIA AVE TO GILBERT ST 30,000 76.3 132 284 611 244 LINCOLN AVE GILBERT ST TO BROOKHURST ST 34,400 76.9 144 311 670 245 LINCOLN AVE BROOKHURST ST TO MULLER ST 30,300 76.4 133 286 615 246 LINCOLN AVE MULLER ST TO EUCLID ST 41,200 77.7 163 351 755 247 LINCOLN AVE EUCLID ST TO MANCHESTER AVE 39,700 77.5 159 342 737 248 LINCOLN AVE MANCHESTER AVE TO WEST ST 37,600 77.3 153 330 711 249 LINCOLN AVE WEST ST TO HARBOR BLVD 31,900 76.6 137 296 637 250 LINCOLN AVE HARBOR BLVD TO ANAHEIM BLVD 31,000 76.5 135 290 625 251 LINCOLN AVE ANAHEIM BLVD TO OLIVE ST 26,900 75.8 122 264 569 252 LINCOLN AVE OLIVE ST TO EAST ST 25,500 75.6 118 255 549 253 LINCOLN AVE EAST ST TO STATE COLLEGE BLVD 35,000 77.0 146 314 678 254 LINCOLN AVE STATE COLLEGE BLVD TO SUNKIST ST 38,900 77.4 157 337 727 255 LINCOLN AVE SUNKIST ST TO ORANGE FWY 49,900 78.5 185 398 858 256 LINCOLN AVE ORANGE FWY TO RIO VISTA ST 49,500 78.5 184 396 854 257 LINCOLN AVE RIO VISTA ST TO EAST CITY LIMITS 39,800 77.5 159 343 738 258 LOARA ST BALL RD TO BROADWAY 8,000 63.3 18 38 83 259 LOARA ST BROADWAY TO MANCHESTER CT 8,800 63.7 19 41 88 260 LOARA ST WILSHIRE AVE TO NORTH ST 11,000 64.7 22 48 103 261 MAGIC WAY WALNUT ST TO DISNEYLAND DR 22,100 71.8 66 141 305 262 MAGNOLIA AVE CERRITOS AVE TO BALL RD 24,500 72.2 70 151 326 263 MAGNOLIA AVE BALL RD TO ORANGE AVE 24,500 72.2 70 151 326 264 MAGNOLIA AVE ORANGE AVE TO BROADWAY 28,700 72.9 78 168 363 265 MAGNOLIA AVE BROADWAY TO LINCOLN AVE 31,900 73.4 84 181 389 266 MAGNOLIA AVE LINCOLN AVE TO CRESCENT AVE 30,800 76.4 134 289 622 267 MAGNOLIA AVE CRESCENT AVE TO LA PALMA AVE 38,800 77.4 156 337 726 268 MAGNOLIA AVE LA PALMA AVE TO I‐5 45,600 78.1 174 375 808 269 MANASSERO ST LA PALMA AVE TO HUNTER AVE 2,900 58.9 9 20 42 270 MANCHESTER AVE COMPTON AVE TO ORANGEWOOD AVE 15,000 68.2 38 82 176 271 MANCHESTER AVE ORANGEWOOD AVE TO KATELLA AVE 24,900 70.4 53 114 246 272 MANCHESTER AVE KATELLA AVE TO ANAHEIM BLVD 13,300 67.7 35 75 162 273 MANCHESTER AVE CLEMENTINE ST TO HARBOUR BLVD 16,900 68.5 40 86 185 274 MANCHESTER AVE DISNEYLAND DR TO SANTA ANA ST 10,800 66.6 30 64 137 275 MANCHESTER AVE SANTA ANA ST TO LINCOLN AVE 15,500 68.1 38 81 175 276 MEATS AVE SOUTH CITY LIMITS TO NOHL RANCH RD 6,100 66.2 28 60 129 277 MEDICAL CENTER DR CORONET AVE TO EUCLID ST 3,600 59.8 10 23 49 278 MILLER ST LA PALMA AVE TO MIRALOMA AVE 4,300 62.6 16 34 74 279 MILLER ST MIRALOMA AVE TO ORANGETHORPE AVE 6,900 64.6 22 47 102 280 MIRALOMA AVE LA PALMA AVE TO BLUE GUM ST 12,500 67.2 33 70 151 281 MIRALOMA AVE BLUE GUM ST TO KRAEMER BLVD 10,900 68.7 41 88 190 282 MIRALOMA AVE KRAEMER BLVD TO MILLER ST 9,700 66.1 28 59 128 283 MIRALOMA AVE MILLER ST TO TUSTIN AVE 12,400 69.3 45 96 207 284 MIRALOMA AVE TUSTIN AVE TO VAN BUREN ST 6,400 66.4 29 62 133 285 MONTE VISTA RD ROOSEVELT RD TO WEIR CYN RD 13,400 67.5 34 74 158 286 MULLER ST LINCOLN AVE TO CRESCENT AVE 6,900 62.7 16 35 75 287 NINTH ST CHAPMAN AVE TO ORANGEWOOD AVE 12,100 67.1 32 69 148 288 NINTH ST ORANGEWOOD AVE TO KATELLA AVE 9,300 65.9 27 58 124 289 NINTH ST KATELLA AVE TO CERRITOS AVE 6,300 62.3 15 33 71 290 NOHL CANYON RD NOHL RANCH RD TO SANTIAGO BLVD 1,100 54.7 5 10 22 291 NOHL RANCH RD NOHL CANYON RD TO MEATS AVE 8,600 67.7 35 75 162 292 NOHL RANCH RD MEATS AVE TO ROYAL OAK RD 10,100 68.4 39 84 181 293 NOHL RANCH RD ROYAL OAK RD TO IMPERIAL HWY 10,500 68.5 40 86 186 294 NOHL RANCH RD IMPERIAL HWY TO ANAHEIM HILLS RD 17,300 70.7 56 120 259 295 NOHL RANCH RD ANAHEIM HILLS RD TO CANYON RIM RD 19,000 71.1 59 128 275 296 NOHL RANCH RD CANYON RIM RD TO SERRANO DR 9,000 67.9 36 78 167 297 NORTH ST LOARA ST TO WEST ST 6,400 62.3 15 33 71 298 NORTH ST WEST ST TO HARBOR BLVD 6,500 62.4 16 34 72 299 NORTH ST HARBOR BLVD TO ANAHEIM BLVD 6,100 62.1 15 32 69 300 NORTH ST ANAHEIM BLVD TO OLIVE ST 3,000 59.0 9 20 43 301 NUTWOOD ST KATELLA AVE TO CERRITOS AVE 5,300 61.5 14 29 63 302 NUTWOOD ST CERRITOS AVE TO BALL RD 6,000 62.0 15 32 68 303 NUTWOOD ST BALL RD TO ORANGE AVE 3,900 60.2 11 24 51 304 NUTWOOD ST ORANGE AVE TO BROADWAY 2,000 57.3 7 15 33 305 OAK CANYON DR SERRANO AVE TO WEIR CYN RD 7,600 67.1 32 69 150 306 OLIVE ST VERMONT ST TO SOUTH ST 6,300 62.3 15 33 71 307 OLIVE ST SOUTH ST TO BROADWAY 5,500 61.7 14 30 65 308 OLIVE ST BROADWAY TO LINCOLN AVE 4,200 60.5 12 25 54 ---PAGE BREAK--- 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL # Table Noise Contours for Proposed Project (2035 Conditions) Roadway Segment Daily Traffic Volumes Noise level at 50 feet (dBA CNEL) Distance to noise contour (feet) 309 OLIVE ST LINCOLN AVE TO SYCAMORE ST 5,400 61.6 14 30 64 310 OLIVE ST SYCAMORE ST TO LA PALMA AVE 2,700 58.6 9 19 40 311 ORANGE AVE HOLDER ST TO KNOTT AVE 13,800 67.6 35 75 162 312 ORANGE AVE KNOTT AVE TO WESTERN AVE 15,700 68.2 38 82 176 313 ORANGE AVE WESTERN AVE TO BEACH BLVD 16,300 68.4 39 84 181 314 ORANGE AVE BEACH BLVD TO DALE AVE 13,200 67.5 34 73 157 315 ORANGE AVE DALE AVE TO MAGNOLIA AVE 10,600 66.5 29 63 136 316 ORANGE AVE MAGNOLIA AVE TO GILBERT ST 10,900 64.6 22 47 102 317 ORANGE AVE GILBERT ST TO BROOKHURST ST 8,800 63.7 19 41 88 318 ORANGE AVE BROOKHURST ST TO NUTWOOD ST 6,600 62.5 16 34 73 319 ORANGE AVE NUTWOOD ST TO EUCLID ST 5,900 62.0 15 31 68 320 ORANGETHORPE AVE LEMON ST TO RAYMOND AVE 28,000 76.0 126 271 584 321 ORANGETHORPE AVE STATE COLLEGE BLVD TO PLACENTIA AVE 27,500 75.9 124 268 577 322 ORANGETHORPE AVE MELROSE AVE TO KRAEMER BLVD 23,800 75.3 113 243 524 323 ORANGETHORPE AVE KRAEMER BLVD TO MILLER ST 15,600 73.5 85 184 395 324 ORANGETHORPE AVE MILLER ST TO TUSTIN AVE 24,700 75.5 116 249 537 325 ORANGETHORPE AVE TUSTIN AVE TO JEFFERSON ST 22,200 75.0 108 232 500 326 ORANGETHORPE AVE LAKEVIEW AVE TO KELLOGG DR 16,100 73.6 87 187 404 327 ORANGETHORPE AVE KELLOGG DR TO IMPERIAL HWY 15,400 73.4 84 182 392 328 ORANGEWOOD AVE EUCLID ST TO NINTH ST 16,700 68.5 40 85 184 329 ORANGEWOOD AVE NINTH ST TO WEST ST 18,700 69.0 43 92 198 330 ORANGEWOOD AVE WEST ST TO HARBOR BLVD 23,800 70.0 50 108 232 331 ORANGEWOOD AVE HARBOR BLVD TO HASTER ST 21,600 69.6 47 101 218 332 ORANGEWOOD AVE HASTER ST TO MANCHESTER AVE 30,600 71.1 59 128 275 333 ORANGEWOOD AVE MANCHESTER AVE TO STATE COLLEGE BLVD 43,500 77.9 169 364 783 334 ORANGEWOOD AVE STATE COLLEGE BLVD TO RAMPART ST 60,000 79.3 209 450 971 335 ORANGEWOOD AVE RAMPART ST TO ORANGE FWY 51,500 78.7 189 407 877 336 PHOENIX CLUB DRIVE HONDA CENTER TO BALL RD 7,400 63.0 17 37 79 337 PLACENTIA AVE STATE COLLEGE BLVD TO ORANGETHORPE AVE 10,000 68.3 39 83 180 338 RAMPART ST CHAPMAN AVE TO ORANGEWOOD AVE 16,200 68.3 39 83 180 339 RED GUM ST LA PALMA AVE TO LA JOLLA ST 3,600 59.8 10 23 49 340 RICHFIELD RD LA PALMA AVE TO MIRALOMA AVE 19,900 67.3 33 71 152 341 RIO VISTA ST WAGNER AVE TO SOUTH ST 4,500 60.8 12 26 56 342 RIO VISTA ST SOUTH ST TO LINCOLN AVE 11,700 64.9 23 50 107 343 RIO VISTA ST LINCOLN AVE TO FRONTERA ST 11,900 65.0 23 50 108 344 RIVERDALE AVE WEST CITY LIMIT TO TUSTIN AVE 8,900 65.7 26 56 121 345 RIVERDALE AVE TUSTIN AVE TO LAKEVIEW AVE 8,800 65.7 26 56 120 346 ROMNEYA DR LA PALMA AVE TO EUCLID ST 8,400 63.5 18 40 86 347 ROMNEYA DR EUCLID ST TO WEST ST 7,300 62.9 17 36 78 348 ROMNEYA DR WEST ST TO HARBOR BLVD 9,000 63.8 19 42 90 349 ROMNEYA DR EAST ST TO ACACIA ST 6,900 62.7 16 35 75 350 ROMNEYA DR ACACIA ST TO STATE COLLEGE BLVD 7,600 63.1 17 37 80 351 ROOSEVELT RD MONTE VISTA RD TO SANTA ANA CYN RD 27,100 70.6 55 118 253 352 ROYAL OAK RD NOHL RANCH RD TO SANTA ANA CYN RD 4,800 61.1 13 27 59 353 SANTA ANA CYN RD NOHL RANCH RD TO LAKEVIEW AVE 11,500 68.9 42 91 197 354 SANTA ANA CYN RD LAKEVIEW AVE TO ROYAL OAK RD 19,600 74.5 99 214 460 355 SANTA ANA CYN RD ROYAL OAK RD TO IMPERIAL HWY 18,000 74.1 94 202 435 356 SANTA ANA CYN RD IMPERIAL HWY TO ANAHEIM HILLS RD 35,500 73.8 90 194 418 357 SANTA ANA CYN RD ANAHEIM HILLS RD TO FAIRMONT BLVD 28,100 72.8 77 166 358 358 SANTA ANA CYN RD FAIRMONT BLVD TO EUCALYPTUS DR 22,300 71.8 66 142 306 359 SANTA ANA CYN RD EUCALYPTUS DR TO FESTIVAL 27,400 72.7 76 163 352 360 SANTA ANA CYN RD FESTIVAL TO WEIR CYN RD 28,000 76.0 126 271 584 361 SANTA ANA CYN RD WEIR CYN RD TO WOODCREEK LN 16,100 73.6 87 187 404 362 SANTA ANA CYN RD WOODCREEK LN TO GYPSUM CYN RD 18,100 70.9 57 124 267 363 SANTA ANA ST MANCHESTER AVE TO HARBOR BLVD 10,600 64.5 22 46 100 364 SANTA ANA ST HARBOR BLVD TO ANAHEIM BLVD 6,300 62.3 15 33 71 365 SANTA ANA ST ANAHEIM BLVD TO OLIVE ST 7,100 62.8 16 36 77 366 SANTA ANA ST OLIVE ST TO EAST ST 6,800 62.6 16 35 74 367 SANTA ANA ST EAST ST TO STATE COLLEGE BLVD 5,900 62.0 15 31 68 368 SEQUOIA AVE LA PALMA AVE TO BROOKHURST ST 2,000 57.3 7 15 33 369 SERRANO AVE WEST CITY LIMIT TO NOHL RANCH RD 12,100 69.2 44 95 204 370 SERRANO AVE NOHL RANCH RD TO CANYON RIM RD 11,300 68.9 42 90 195 371 SERRANO AVE CANYON RIM RD TO OAK CANYON DR 15,600 70.3 52 112 242 372 SERRANO AVE OAK CANYON DR TO WEIR CYN RD 18,100 70.9 57 124 267 373 SOUTH ST BELLEVUE DR TO HARBOR BLVD 5,900 62.0 15 31 68 374 SOUTH ST HARBOR BLVD TO ANAHEIM BLVD 8,700 63.7 19 41 88 375 SOUTH ST ANAHEIM BLVD TO OLIVE ST 15,800 66.3 28 61 131 376 SOUTH ST OLIVE ST TO EAST ST 10,300 64.4 21 46 98 377 SOUTH ST EAST ST TO STATE COLLEGE BLVD 8,100 63.3 18 39 84 378 SOUTH ST STATE COLLEGE BLVD TO SUNKIST ST 12,600 65.3 24 52 112 379 SOUTH ST SUNKIST ST TO RIO VISTA ST 7,900 63.2 18 38 82 380 STATE COLLEGE BLVD I‐5 TO ORANGEWOOD AVE 52,300 86.1 612 1,318 2,839 381 STATE COLLEGE BLVD ORANGEWOOD AVE TO GENE AUTRY WAY 62,400 86.8 688 1,483 3,194 382 STATE COLLEGE BLVD GENE AUTRY WAY TO KATELLA AVE 43,700 77.9 169 365 786 383 STATE COLLEGE BLVD KATELLA AVE TO HOWELL AVE 39,400 77.5 158 340 733 384 STATE COLLEGE BLVD HOWELL AVE TO CERRITOS AVE 35,200 77.0 147 316 680 385 STATE COLLEGE BLVD CERRITOS AVE TO BALL RD 36,800 77.2 151 325 701 ---PAGE BREAK--- 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL # Table Noise Contours for Proposed Project (2035 Conditions) Roadway Segment Daily Traffic Volumes Noise level at 50 feet (dBA CNEL) Distance to noise contour (feet) 386 STATE COLLEGE BLVD BALL RD TO WAGNER AVE 33,900 76.8 143 308 663 387 STATE COLLEGE BLVD WAGNER AVE TO SOUTH ST 29,700 76.3 131 282 607 388 STATE COLLEGE BLVD SOUTH ST TO LINCOLN AVE 25,500 75.6 118 255 549 389 STATE COLLEGE BLVD LINCOLN AVE TO LA PALMA AVE 33,300 76.8 141 304 655 390 STATE COLLEGE BLVD LA PALMA AVE TO PLACENTIA AVE 32,100 76.6 138 297 640 391 STATE COLLEGE BLVD PLACENTIA AVE TO RIVERSIDE FWY 25,200 75.6 117 253 544 392 STATE COLLEGE BLVD RIVERSIDE FWY TO ORANGETHORPE AVE 30,000 76.3 132 284 611 393 SUNKIST ST HOWELL AVE TO CERRITOS AVE 13,100 67.4 34 72 156 394 SUNKIST ST CERRITOS AVE TO BALL RD 12,000 67.0 32 68 147 395 SUNKIST ST BALL RD TO WAGNER AVE 18,000 68.8 42 90 193 396 SUNKIST ST WAGNER AVE TO SOUTH ST 16,200 68.3 39 83 180 397 SUNKIST ST SOUTH ST TO LINCOLN AVE 15,200 68.1 37 80 172 398 SUNKIST ST LINCOLN AVE TO LA PALMA AVE 18,000 68.8 42 90 193 399 SUNSET RIDGE RD CANYON CREEK RD TO SERRANO AVE 3,800 60.1 11 23 50 400 SYCAMORE ST WEST ST TO HARBOR BLVD 5,500 61.7 14 30 65 401 SYCAMORE ST HARBOR BLVD TO ANAHEIM BLVD 5,800 61.9 14 31 67 402 SYCAMORE ST ANAHEIM BLVD TO OLIVE ST 7,100 62.8 16 36 77 403 SYCAMORE ST OLIVE ST TO EAST ST 9,000 63.8 19 42 90 404 SYCAMORE ST EAST ST TO STATE COLLEGE BLVD 6,300 62.3 15 33 71 405 TUSTIN AVE OLD SANTA ANA CYN RD TO RIVERDALE AVE 14,300 69.9 49 106 228 406 TUSTIN AVE RIVERDALE AVE TO RIVERSIDE FWY 17,400 73.9 92 197 425 407 TUSTIN AVE RIVERSIDE FWY TO LA PALMA AVE 87,200 80.9 268 578 1,245 408 TUSTIN AVE LA PALMA AVE TO JEFFERSON ST 50,900 78.6 187 404 870 409 TUSTIN AVE JEFFERSON ST TO MIRALOMA AVE 38,300 77.4 155 334 720 410 TUSTIN AVE MIRALOMA AVE TO ORANGETHORPE AVE 35,100 77.0 146 315 679 411 VAN BUREN ST LA PALMA AVE TO ORANGETHORPE AVE 6,800 62.6 16 35 74 412 VERMONT AVE HARBOR BLVD TO ANAHEIM BLVD 6,900 62.7 16 35 75 413 VERMONT AVE ANAHEIM BLVD TO OLIVE ST 10,000 64.3 21 45 96 414 VERMONT AVE OLIVE ST TO EAST ST 10,500 64.5 21 46 99 415 VERMONT AVE EAST ST TO STATE COLLEGE BLVD 8,100 63.3 18 39 84 416 VERNON ST CERRITOS AVE TO WINSTON RD 4,200 60.5 12 25 54 417 VIA BURTON STATE COLLEGE BLVD TO PLACENTIA AVE 4,800 61.1 13 27 59 418 VILLA REAL DR SOUTH CITY LIMITS TO NOHL RANCH RD 1,600 56.3 6 13 28 419 WAGNER AV STATE COLLEGE BLVD TO SUNKIST ST 7,100 64.8 22 48 104 420 WAGNER AV SUNKIST ST TO RIO VISTA ST 5,000 63.2 18 38 82 421 WALNUT ST KATELLA AVE TO CERRITOS AVE 15,700 70.3 52 113 243 422 WALNUT ST CERRITOS AVE TO BALL RD 23,600 72.1 69 148 318 423 WALNUT ST BALL RD TO MANCHESTER AVE 9,400 68.1 37 80 172 424 WEIR CYN RD ESPERANZA RD TO LA PALMA AVE 35,900 77.1 148 320 689 425 WEIR CYN RD LA PALMA AVE TO SHWY 91 50,300 78.6 186 401 863 426 WEIR CYN RD SHWY 91 TO SANTA ANA CYN RD 53,200 78.8 193 416 896 427 WEIR CYN RD SANTA ANA CYN RD TO SERRANO AVE 39,500 77.5 158 341 734 428 WEIR CYN RD SERRANO AVE TO OAK CANYON DR 10,400 71.7 65 140 302 429 WEIR CYN RD OAK CANYON DR TO BLUE SKY RD 1,700 63.8 19 42 90 430 WEST ST ORANGEWOOD AVE TO KATELLA AVE 16,600 70.5 54 117 252 431 WEST ST WATER ST TO BROADWAY 2,400 58.1 8 17 37 432 WEST ST BROADWAY TO LINCOLN AVE 7,700 63.1 17 38 81 433 WEST ST LINCOLN AVE TO SYCAMORE ST 9,100 63.9 19 42 90 434 WEST ST SYCAMORE ST TO NORTH ST 7,800 63.2 18 38 82 435 WEST ST NORTH ST TO LA PALMA AVE 7,200 62.8 17 36 77 436 WEST ST LA PALMA AVE TO ROMNEYA DR 6,600 62.5 16 34 73 437 WESTMONT DR LOARA ST TO WEST ST 4,600 60.9 12 27 57 438 WESTERN AVE CERRITOS AVE TO BALL RD 17,400 68.7 41 88 189 439 WESTERN AVE BALL RD TO ORANGE AVE 19,000 69.0 43 93 200 440 WESTERN AVE ORANGE AVE TO LINCOLN AVE 17,200 68.6 40 87 187 441 WESTERN AVE LINCOLN AVE TO CRESCENT AVE 18,400 68.9 42 91 196 442 WILSHIRE AVE LOARA ST TO LINCOLN AVE 15,000 66.0 27 59 126 443 WINSTON RD VERNON ST TO SUNKIST ST 3,700 59.9 11 23 50 444 WOODLAND DR MAGNOLIA AVE TO LA PALMA AVE 7,600 63.1 17 37 80 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: 2035 Project: ANAHEIM GP (SEGMENTS 1 Roadway: ACACIA ST Analyst AN Segment: LA PALMA AVE TO ROMNEYA DR Date: ADT 8,800 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 519 13 3 398 10 2 123 3 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -3.6 -19.7 -25.7 -4.7 -20.8 -26.8 -9.8 -25.9 -31.9 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 61.9 55.5 54.7 60.7 54.4 53.6 55.6 49.3 48.5 VEHICULAR NOISE DAY= 63.4 Leq EVENING= 62.3 Leq NIGHT= 57.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.1 CNEL= 65.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 24 51 110 CNEL: 26 56 120 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 1 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ACACIA ST Analyst AN Segment: ROMNEYA DR TO ORANGETHO Date: ADT 10,800 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 637 16 4 489 12 3 151 4 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -2.7 -18.8 -24.8 -3.9 -19.9 -25.9 -8.9 -25.0 -31.0 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.8 56.4 55.6 61.6 55.3 54.5 56.5 50.2 49.4 VEHICULAR NOISE DAY= 64.3 Leq EVENING= 63.1 Leq NIGHT= 58.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.0 CNEL= 66.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 27 58 126 CNEL: 30 64 137 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 2 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: KATELLA AVE TO I-5 Date: ADT 26,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1534 38 9 1177 29 7 364 9 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.0 -16.0 -22.1 -1.1 -17.2 -23.2 -6.2 -22.3 -28.3 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.3 64.5 63.0 71.2 63.4 61.9 66.1 58.3 56.8 VEHICULAR NOISE DAY= 73.4 Leq EVENING= 72.2 Leq NIGHT= 67.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.1 CNEL= 75.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 110 236 509 CNEL: 120 258 556 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 3 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: I-5 TO CERRITOS AVE Date: ADT 46,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2732 68 17 2096 52 13 649 16 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.5 -13.5 -19.6 1.4 -14.7 -20.7 -3.7 -19.8 -25.8 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.8 67.0 65.5 73.7 65.9 64.4 68.6 60.8 59.3 VEHICULAR NOISE DAY= 75.9 Leq EVENING= 74.8 Leq NIGHT= 69.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.6 CNEL= 78.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 161 347 748 CNEL: 176 379 816 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 4 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: CERRITOS AVE TO BALL RD Date: ADT 38,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2260 56 14 1734 43 11 537 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.7 -14.4 -20.4 0.6 -15.5 -21.5 -4.5 -20.6 -26.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.0 66.2 64.7 72.8 65.1 63.6 67.8 60.0 58.5 VEHICULAR NOISE DAY= 75.1 Leq EVENING= 73.9 Leq NIGHT= 68.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.8 CNEL= 77.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 142 306 660 CNEL: 155 334 720 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 5 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: BALL RD TO VERMONT ST Date: ADT 36,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2154 53 13 1652 41 10 511 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.5 -14.6 -20.6 0.3 -15.7 -21.7 -4.8 -20.8 -26.8 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.8 66.0 64.5 72.6 64.8 63.3 67.5 59.8 58.3 VEHICULAR NOISE DAY= 74.9 Leq EVENING= 73.7 Leq NIGHT= 68.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.6 CNEL= 77.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 138 296 639 CNEL: 150 323 697 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 6 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: VERMONT ST TO SOUTH ST Date: ADT 26,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1552 38 10 1191 29 7 368 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.6 -15.5 -21.5 -0.6 -16.6 -22.7 -5.7 -21.7 -27.7 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.0 61.8 60.7 67.8 60.7 59.5 62.7 55.6 54.4 VEHICULAR NOISE DAY= 70.2 Leq EVENING= 69.1 Leq NIGHT= 64.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.0 CNEL= 72.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 68 146 314 CNEL: 74 159 342 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 7 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: SOUTH ST TO BROADWAY Date: ADT 28,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1682 42 10 1290 32 8 399 10 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.9 -15.1 -21.2 -0.2 -16.3 -22.3 -5.3 -21.4 -27.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.3 62.2 61.0 68.2 61.0 59.9 63.1 56.0 54.8 VEHICULAR NOISE DAY= 70.6 Leq EVENING= 69.4 Leq NIGHT= 64.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.3 CNEL= 72.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 71 154 331 CNEL: 78 168 361 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 8 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: BROADWAY TO LINCOLN AVE Date: ADT 24,900 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1469 36 9 1127 28 7 349 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.3 -15.7 -21.7 -0.8 -16.9 -22.9 -5.9 -22.0 -28.0 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.7 61.6 60.4 67.6 60.5 59.3 62.5 55.4 54.2 VEHICULAR NOISE DAY= 70.0 Leq EVENING= 68.9 Leq NIGHT= 63.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.7 CNEL= 72.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 65 140 302 CNEL: 71 153 330 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 9 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: LINCOLN AVE TO SYCAMORE S Date: ADT 24,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1434 35 9 1100 27 7 340 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.2 -15.8 -21.8 -0.9 -17.0 -23.0 -6.0 -22.1 -28.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.6 61.5 60.3 67.5 60.4 59.2 62.4 55.3 54.1 VEHICULAR NOISE DAY= 69.9 Leq EVENING= 68.7 Leq NIGHT= 63.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.6 CNEL= 72.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 64 138 297 CNEL: 70 151 325 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 10 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: SYCAMORE ST TO NORTH ST Date: ADT 25,700 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1517 38 9 1163 29 7 360 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.5 -15.6 -21.6 -0.7 -16.7 -22.8 -5.8 -21.8 -27.8 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.9 61.7 60.6 67.7 60.6 59.4 62.6 55.5 54.3 VEHICULAR NOISE DAY= 70.1 Leq EVENING= 69.0 Leq NIGHT= 63.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.9 CNEL= 72.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 67 143 309 CNEL: 73 156 337 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 11 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: NORTH ST TO LA PALMA AVE Date: ADT 24,800 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1463 36 9 1123 28 7 347 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.3 -15.7 -21.8 -0.8 -16.9 -22.9 -5.9 -22.0 -28.0 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.7 61.6 60.4 67.6 60.4 59.3 62.5 55.3 54.2 VEHICULAR NOISE DAY= 70.0 Leq EVENING= 68.8 Leq NIGHT= 63.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.7 CNEL= 72.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 65 140 302 CNEL: 71 153 329 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 12 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: LA PALMA AVE TO CARL KARCHDate: ADT 21,400 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1263 31 8 969 24 6 300 7 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -0.3 -16.4 -22.4 -1.5 -17.5 -23.6 -6.6 -22.6 -28.6 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.1 61.0 59.8 66.9 59.8 58.6 61.8 54.7 53.5 VEHICULAR NOISE DAY= 69.3 Leq EVENING= 68.2 Leq NIGHT= 63.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.1 CNEL= 71.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 59 127 273 CNEL: 64 138 298 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 13 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM BLVD Analyst AN Segment: CARL KARCHER WAY TO RIVERDate: ADT 23,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1375 34 9 1055 26 7 326 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.1 -16.0 -22.0 -1.1 -17.2 -23.2 -6.2 -22.3 -28.3 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.4 61.3 60.1 67.3 60.2 59.0 62.2 55.1 53.9 VEHICULAR NOISE DAY= 69.7 Leq EVENING= 68.6 Leq NIGHT= 63.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.4 CNEL= 72.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 62 134 289 CNEL: 68 146 316 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 14 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: LEMON ST Analyst AN Segment: RIVERSIDE FWY TO ORANGETHDate: ADT 44,700 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2638 65 16 2023 50 13 626 15 4 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 2.9 -13.2 -19.2 1.7 -14.3 -20.4 -3.4 -19.4 -25.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 71.3 64.2 63.0 70.1 63.0 61.8 65.0 57.9 56.7 VEHICULAR NOISE DAY= 72.5 Leq EVENING= 71.4 Leq NIGHT= 66.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 74.3 CNEL= 74.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 96 207 447 CNEL: 105 226 487 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 15 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: LEMON ST Analyst AN Segment: ORANGETHORPE AVE TO NORTDate: ADT 33,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1977 49 12 1516 38 9 469 12 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.6 -14.4 -20.5 0.5 -15.6 -21.6 -4.6 -20.7 -26.7 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 70.0 62.9 61.7 68.9 61.7 60.6 63.8 56.7 55.5 VEHICULAR NOISE DAY= 71.3 Leq EVENING= 70.1 Leq NIGHT= 65.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 73.0 CNEL= 73.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 79 171 369 CNEL: 87 187 402 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 16 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM HILLS RD Analyst AN Segment: NOHL RANCH RD TO SANTA ANDate: ADT 13,800 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 814 20 5 625 15 4 193 5 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -2.2 -18.3 -24.3 -3.4 -19.4 -25.5 -8.5 -24.5 -30.5 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.2 59.0 57.9 65.0 57.9 56.7 59.9 52.8 51.6 VEHICULAR NOISE DAY= 67.4 Leq EVENING= 66.3 Leq NIGHT= 61.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.2 CNEL= 69.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 44 95 204 CNEL: 48 103 223 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 17 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM WY Analyst AN Segment: ORANGEWOOD AVE TO KATELLDate: ADT 29,300 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 42 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1729 43 11 1326 33 8 411 10 3 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 1.6 -14.4 -20.5 0.5 -15.6 -21.6 -4.6 -20.7 -26.7 Distance 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 67.3 60.9 60.1 66.1 59.8 59.0 61.0 54.7 53.9 VEHICULAR NOISE DAY= 68.8 Leq EVENING= 67.7 Leq NIGHT= 62.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.5 CNEL= 71.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 54 117 252 CNEL: 59 127 274 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 18 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: ANAHEIM WY Analyst AN Segment: KATELLA AVE TO ANAHEIM BLVDate: ADT 22,200 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 42 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1310 32 8 1005 25 6 311 8 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 0.4 -15.6 -21.7 -0.7 -16.8 -22.8 -5.8 -21.9 -27.9 Distance 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.1 59.7 58.9 64.9 58.6 57.8 59.8 53.5 52.7 VEHICULAR NOISE DAY= 67.6 Leq EVENING= 66.4 Leq NIGHT= 61.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.3 CNEL= 69.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 45 97 209 CNEL: 49 106 228 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 19 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: HOLDER ST TO KNOTT AVE Date: ADT 20,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1210 30 7 928 23 6 287 7 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -0.5 -16.6 -22.6 -1.7 -17.7 -23.7 -6.7 -22.8 -28.8 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 67.9 60.8 59.6 66.7 59.6 58.4 61.6 54.5 53.3 VEHICULAR NOISE DAY= 69.2 Leq EVENING= 68.0 Leq NIGHT= 62.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.9 CNEL= 71.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 57 123 266 CNEL: 62 134 290 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 20 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: KNOTT AVE TO WESTERN AVE Date: ADT 23,000 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1357 34 8 1041 26 6 322 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.0 -16.1 -22.1 -1.2 -17.2 -23.2 -6.2 -22.3 -28.3 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.4 61.3 60.1 67.2 60.1 58.9 62.1 55.0 53.8 VEHICULAR NOISE DAY= 69.7 Leq EVENING= 68.5 Leq NIGHT= 63.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.4 CNEL= 71.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 62 133 287 CNEL: 67 145 313 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 21 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: WESTERN AVE TO BEACH ADT 22,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1328 33 8 1019 25 6 315 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -0.1 -16.2 -22.2 -1.2 -17.3 -23.3 -6.3 -22.4 -28.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.3 61.2 60.0 67.1 60.0 58.8 62.0 54.9 53.8 VEHICULAR NOISE DAY= 69.6 Leq EVENING= 68.4 Leq NIGHT= 63.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.3 CNEL= 71.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 61 131 283 CNEL: 66 143 308 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 22 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: BEACH BLVD TO DALE AVE Date: ADT 33,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1965 49 12 1507 37 9 467 12 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.6 -14.5 -20.5 0.5 -15.6 -21.6 -4.6 -20.7 -26.7 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 70.0 62.9 61.7 68.8 61.7 60.5 63.7 56.6 55.5 VEHICULAR NOISE DAY= 71.3 Leq EVENING= 70.1 Leq NIGHT= 65.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 73.0 CNEL= 73.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 79 170 367 CNEL: 86 186 400 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 23 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: DALE AVE TO MAGNOLIA AVE Date: ADT 30,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1788 44 11 1372 34 8 425 11 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.2 -14.9 -20.9 0.0 -16.0 -22.0 -5.0 -21.1 -27.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.6 62.5 61.3 68.4 61.3 60.1 63.3 56.2 55.0 VEHICULAR NOISE DAY= 70.9 Leq EVENING= 69.7 Leq NIGHT= 64.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.6 CNEL= 73.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 74 160 345 CNEL: 81 175 376 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 24 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: MAGNOLIA AVE TO GILBERT STDate: ADT 30,800 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1817 45 11 1394 34 9 432 11 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.3 -14.8 -20.8 0.1 -15.9 -22.0 -5.0 -21.0 -27.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.6 62.5 61.4 68.5 61.4 60.2 63.4 56.3 55.1 VEHICULAR NOISE DAY= 70.9 Leq EVENING= 69.8 Leq NIGHT= 64.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.6 CNEL= 73.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 75 162 348 CNEL: 82 176 380 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 25 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: GILBERT ST TO BROOKHURST SDate: ADT 30,800 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1817 45 11 1394 34 9 432 11 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.3 -14.8 -20.8 0.1 -15.9 -22.0 -5.0 -21.0 -27.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.6 62.5 61.4 68.5 61.4 60.2 63.4 56.3 55.1 VEHICULAR NOISE DAY= 70.9 Leq EVENING= 69.8 Leq NIGHT= 64.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.6 CNEL= 73.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 75 162 348 CNEL: 82 176 380 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 26 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: BROOKHURST ST TO NUTWOO Date: ADT 29,800 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1758 44 11 1349 33 8 418 10 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.1 -14.9 -21.0 0.0 -16.1 -22.1 -5.1 -21.2 -27.2 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.5 62.4 61.2 68.4 61.2 60.1 63.3 56.1 55.0 VEHICULAR NOISE DAY= 70.8 Leq EVENING= 69.6 Leq NIGHT= 64.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.5 CNEL= 73.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 73 158 341 CNEL: 80 173 372 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 27 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: NUTWOOD ST TO Date: ADT 30,900 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1823 45 11 1399 35 9 433 11 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.3 -14.8 -20.8 0.1 -15.9 -22.0 -5.0 -21.0 -27.0 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.7 62.5 61.4 68.5 61.4 60.2 63.4 56.3 55.1 VEHICULAR NOISE DAY= 70.9 Leq EVENING= 69.8 Leq NIGHT= 64.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.7 CNEL= 73.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 75 162 349 CNEL: 82 177 381 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 28 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: EUCLID ST TO EUCLID ST Date: ADT 30,400 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1794 44 11 1376 34 9 426 11 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.2 -14.9 -20.9 0.1 -16.0 -22.0 -5.0 -21.1 -27.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.6 62.5 61.3 68.4 61.3 60.2 63.3 56.2 55.1 VEHICULAR NOISE DAY= 70.9 Leq EVENING= 69.7 Leq NIGHT= 64.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.6 CNEL= 73.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 74 160 345 CNEL: 81 175 377 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 29 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: WALNUT ST TO DISNEYLAND D Date: ADT 42,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2520 62 16 1933 48 12 598 15 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.2 -13.9 -19.9 1.0 -15.0 -21.1 -4.1 -20.1 -26.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.5 66.7 65.2 73.3 65.5 64.0 68.2 60.4 58.9 VEHICULAR NOISE DAY= 75.6 Leq EVENING= 74.4 Leq NIGHT= 69.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.3 CNEL= 77.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 153 329 709 CNEL: 167 359 774 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 30 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: DISNEYLAND DR TO HARBOR BDate: ADT 56,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3358 83 21 2576 64 16 797 20 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.4 -12.6 -18.7 2.3 -13.8 -19.8 -2.8 -18.9 -24.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.7 67.9 66.4 74.6 66.8 65.3 69.5 61.7 60.2 VEHICULAR NOISE DAY= 76.8 Leq EVENING= 75.7 Leq NIGHT= 70.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.5 CNEL= 79.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 185 399 859 CNEL: 202 435 937 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 31 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: HARBOR BLVD TO ANAHEIM BL Date: ADT 50,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2992 74 19 2295 57 14 710 18 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.9 -13.1 -19.2 1.8 -14.3 -20.3 -3.3 -19.4 -25.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.2 67.4 65.9 74.1 66.3 64.8 69.0 61.2 59.7 VEHICULAR NOISE DAY= 76.3 Leq EVENING= 75.1 Leq NIGHT= 70.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.0 CNEL= 78.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 171 369 795 CNEL: 187 403 867 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 32 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: ANAHEIM BLVD TO EAST ST Date: ADT 39,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2343 58 14 1797 44 11 556 14 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.9 -14.2 -20.2 0.7 -15.4 -21.4 -4.4 -20.5 -26.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.2 66.4 64.9 73.0 65.2 63.7 67.9 60.1 58.6 VEHICULAR NOISE DAY= 75.2 Leq EVENING= 74.1 Leq NIGHT= 69.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.0 CNEL= 77.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 146 314 675 CNEL: 159 342 737 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 33 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: EAST ST TO STATE COLLEGE BDate: ADT 42,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2502 62 15 1919 47 12 594 15 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.1 -13.9 -19.9 1.0 -15.1 -21.1 -4.1 -20.2 -26.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.4 66.7 65.1 73.3 65.5 64.0 68.2 60.4 58.9 VEHICULAR NOISE DAY= 75.5 Leq EVENING= 74.4 Leq NIGHT= 69.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.2 CNEL= 77.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 152 328 706 CNEL: 166 357 770 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 34 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: STATE COLLEGE BLVD TO SUN Date: ADT 53,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3145 78 19 2413 60 15 747 18 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.1 -12.9 -18.9 2.0 -14.1 -20.1 -3.1 -19.2 -25.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.4 67.6 66.1 74.3 66.5 65.0 69.2 61.4 59.9 VEHICULAR NOISE DAY= 76.5 Leq EVENING= 75.4 Leq NIGHT= 70.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.2 CNEL= 78.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 177 382 822 CNEL: 193 416 897 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 35 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: SUNKIST ST TO ORANGE FWY Date: ADT 57,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3393 84 21 2603 64 16 806 20 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.5 -12.6 -18.6 2.3 -13.7 -19.8 -2.8 -18.8 -24.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.8 68.0 66.5 74.6 66.8 65.3 69.5 61.7 60.2 VEHICULAR NOISE DAY= 76.8 Leq EVENING= 75.7 Leq NIGHT= 70.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.6 CNEL= 79.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 186 401 865 CNEL: 203 438 943 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 36 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BALL RD Analyst AN Segment: ORANGE FWY TO EAST CITY LIMDate: ADT 63,100 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3723 92 23 2856 71 18 884 22 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.9 -12.2 -18.2 2.7 -13.3 -19.4 -2.4 -18.4 -24.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 76.2 68.4 66.9 75.0 67.2 65.7 69.9 62.1 60.6 VEHICULAR NOISE DAY= 77.3 Leq EVENING= 76.1 Leq NIGHT= 71.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 79.0 CNEL= 79.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 198 427 920 CNEL: [PHONE REDACTED] RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 37 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BEACH BLVD Analyst AN Segment: CERRITOS AVE TO BALL RD Date: ADT 59,100 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3487 86 22 2675 66 17 828 20 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.6 -12.5 -18.5 2.4 -13.6 -19.7 -2.7 -18.7 -24.7 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 38 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BEACH BLVD Analyst AN Segment: BALL RD TO ORANGE AVE Date: ADT 61,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3623 90 22 2779 69 17 860 21 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.8 -12.3 -18.3 2.6 -13.5 -19.5 -2.5 -18.6 -24.6 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 39 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BEACH BLVD Analyst AN Segment: ORANGE AVE TO LINCOLN AVE Date: ADT 60,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3570 88 22 2739 68 17 848 21 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.7 -12.4 -18.4 2.5 -13.5 -19.5 -2.6 -18.6 -24.6 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 40 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BEACH BLVD Analyst AN Segment: LINCOLN AVE TO CRESCENT AVDate: ADT 51,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3051 75 19 2340 58 14 724 18 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.0 -13.1 -19.1 1.9 -14.2 -20.2 -3.2 -19.3 -25.3 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 41 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BLUE GUM ST Analyst AN Segment: LA PALMA AVE TO MIRALOMA ADate: ADT 11,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 667 16 4 512 13 3 158 4 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -3.1 -19.2 -25.2 -4.2 -20.3 -26.3 -9.3 -25.4 -31.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.3 58.2 57.0 64.1 57.0 55.9 59.0 51.9 50.8 VEHICULAR NOISE DAY= 66.6 Leq EVENING= 65.4 Leq NIGHT= 60.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.3 CNEL= 68.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 38 83 179 CNEL: 42 90 195 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 42 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BLUE GUM ST Analyst AN Segment: MIRALOMA AVE TO ORANGETH Date: ADT 11,400 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 673 17 4 516 13 3 160 4 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -3.0 -19.1 -25.1 -4.2 -20.3 -26.3 -9.3 -25.4 -31.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.3 58.2 57.0 64.2 57.1 55.9 59.1 52.0 50.8 VEHICULAR NOISE DAY= 66.6 Leq EVENING= 65.5 Leq NIGHT= 60.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.3 CNEL= 68.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 39 83 180 CNEL: 42 91 196 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 43 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BRASHER ST Analyst AN Segment: LA PALMA AVE TO HUNTER AVEDate: ADT 2,200 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 130 3 1 100 2 1 31 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -8.9 -25.0 -31.0 -10.1 -26.2 -32.2 -15.2 -31.3 -37.3 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 53.5 48.0 47.7 52.4 46.9 46.5 47.3 41.8 41.4 VEHICULAR NOISE DAY= 55.4 Leq EVENING= 54.2 Leq NIGHT= 49.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 57.1 CNEL= 57.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 7 15 32 CNEL: 8 16 35 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 44 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BROADWAY Analyst AN Segment: DALE AVE TO MAGNOLIA AVE Date: ADT 9,600 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 566 14 4 435 11 3 135 3 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -3.2 -19.3 -25.3 -4.4 -20.4 -26.5 -9.5 -25.5 -31.5 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.2 55.9 55.1 61.1 54.7 53.9 56.0 49.7 48.8 VEHICULAR NOISE DAY= 63.8 Leq EVENING= 62.6 Leq NIGHT= 57.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.5 CNEL= 66.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 25 54 116 CNEL: 27 59 127 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 45 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BROADWAY Analyst AN Segment: MAGNOLIA AVE TO GILBERT STDate: ADT 12,600 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 744 18 5 570 14 4 177 4 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -2.0 -18.1 -24.1 -3.2 -19.3 -25.3 -8.3 -24.3 -30.4 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.4 57.1 56.3 62.3 55.9 55.1 57.2 50.8 50.0 VEHICULAR NOISE DAY= 65.0 Leq EVENING= 63.8 Leq NIGHT= 58.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.7 CNEL= 67.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 30 65 139 CNEL: 33 71 152 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 46 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BROADWAY Analyst AN Segment: GILBERT ST TO BROOKHURST SDate: ADT 13,800 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 814 20 5 625 15 4 193 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.6 -17.7 -23.7 -2.8 -18.9 -24.9 -7.9 -23.9 -30.0 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.8 57.5 56.7 62.7 56.3 55.5 57.6 51.2 50.4 VEHICULAR NOISE DAY= 65.4 Leq EVENING= 64.2 Leq NIGHT= 59.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.1 CNEL= 67.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 32 69 148 CNEL: 35 75 162 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 47 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BROADWAY Analyst AN Segment: BROOKHURST ST TO NUTWOO Date: ADT 16,800 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 991 25 6 760 19 5 235 6 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.8 -16.8 -22.9 -1.9 -18.0 -24.0 -7.0 -23.1 -29.1 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.7 58.3 57.5 63.5 57.2 56.4 58.4 52.1 51.3 VEHICULAR NOISE DAY= 66.2 Leq EVENING= 65.1 Leq NIGHT= 60.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.9 CNEL= 68.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 36 78 169 CNEL: 40 86 184 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 48 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BROADWAY Analyst AN Segment: NUTWOOD ST TO EUCLID ST Date: ADT 17,900 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1056 26 7 810 20 5 251 6 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.5 -16.6 -22.6 -1.7 -17.7 -23.7 -6.8 -22.8 -28.8 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.9 58.6 57.8 63.8 57.4 56.6 58.7 52.4 51.6 VEHICULAR NOISE DAY= 66.5 Leq EVENING= 65.3 Leq NIGHT= 60.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.2 CNEL= 68.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 38 82 176 CNEL: 41 89 192 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 49 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: BROADWAY Analyst AN Segment: EUCLID ST TO MANCHESTER AVDate: ADT 16,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 950 24 6 729 18 5 226 6 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -1.5 -17.6 -23.6 -2.7 -18.8 -24.8 -7.8 -23.9 -29.9 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.8 59.7 58.5 65.7 58.6 57.4 60.6 53.5 52.3 VEHICULAR NOISE DAY= 68.1 Leq EVENING= 67.0 Leq NIGHT= 61.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.8 CNEL= 70.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 49 105 226 CNEL: 53 114 247 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 50 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROADWAY Analyst AN Segment: MANCHESTER AVE TO HARBORDate: ADT 17,100 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1009 25 6 774 19 5 240 6 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.7 -16.8 -22.8 -1.9 -17.9 -23.9 -7.0 -23.0 -29.0 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.7 58.4 57.6 63.6 57.3 56.4 58.5 52.2 51.4 VEHICULAR NOISE DAY= 66.3 Leq EVENING= 65.1 Leq NIGHT= 60.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.0 CNEL= 68.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 37 79 171 CNEL: 40 87 186 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 1 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROADWAY Analyst AN Segment: HARBOR BLVD TO ANAHEIM BL Date: ADT 13,700 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 808 20 5 620 15 4 192 5 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -2.3 -18.3 -24.3 -3.4 -19.5 -25.5 -8.5 -24.6 -30.6 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.1 59.0 57.8 65.0 57.9 56.7 59.9 52.8 51.6 VEHICULAR NOISE DAY= 67.4 Leq EVENING= 66.3 Leq NIGHT= 61.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.1 CNEL= 69.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 44 94 203 CNEL: 48 103 221 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 2 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROADWAY Analyst AN Segment: ANAHEIM BLVD TO OLIVE ST Date: ADT 13,600 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 803 20 5 616 15 4 191 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.7 -17.8 -23.8 -2.9 -18.9 -24.9 -7.9 -24.0 -30.0 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.8 57.4 56.6 62.6 56.3 55.5 57.5 51.2 50.4 VEHICULAR NOISE DAY= 65.3 Leq EVENING= 64.1 Leq NIGHT= 59.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.0 CNEL= 67.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 32 68 147 CNEL: 34 74 160 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 3 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROADWAY Analyst AN Segment: OLIVE ST TO EAST ST Date: ADT 17,500 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1033 26 6 792 20 5 245 6 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.6 -16.7 -22.7 -1.8 -17.8 -23.8 -6.9 -22.9 -28.9 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.8 58.5 57.7 63.7 57.4 56.5 58.6 52.3 51.5 VEHICULAR NOISE DAY= 66.4 Leq EVENING= 65.2 Leq NIGHT= 60.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.1 CNEL= 68.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 37 81 174 CNEL: 41 88 189 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 4 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROADWAY Analyst AN Segment: EAST ST TO STATE COLLEGE BDate: ADT 5,900 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 348 9 2 267 7 2 83 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -4.7 -20.7 -26.7 -5.8 -21.9 -27.9 -10.9 -27.0 -33.0 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 57.8 52.3 52.0 56.6 51.2 50.8 51.6 46.1 45.7 VEHICULAR NOISE DAY= 59.7 Leq EVENING= 58.5 Leq NIGHT= 53.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 61.4 CNEL= 62.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 13 29 62 CNEL: 15 31 68 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 5 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROOKHURST ST Analyst AN Segment: KATELLA AVE TO CERRITOS AVDate: ADT 36,600 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2160 53 13 1657 41 10 513 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.5 -14.6 -20.6 0.4 -15.7 -21.7 -4.7 -20.8 -26.8 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.8 66.0 64.5 72.6 64.9 63.4 67.6 59.8 58.3 VEHICULAR NOISE DAY= 74.9 Leq EVENING= 73.7 Leq NIGHT= 68.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.6 CNEL= 77.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 138 297 640 CNEL: 150 324 698 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 6 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROOKHURST ST Analyst AN Segment: CERRITOS AVE TO BALL RD Date: ADT 33,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1989 49 12 1525 38 9 472 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.1 -14.9 -20.9 0.0 -16.1 -22.1 -5.1 -21.2 -27.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.4 65.7 64.2 72.3 64.5 63.0 67.2 59.4 57.9 VEHICULAR NOISE DAY= 74.5 Leq EVENING= 73.4 Leq NIGHT= 68.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.2 CNEL= 76.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 130 281 606 CNEL: 142 307 661 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 7 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROOKHURST ST Analyst AN Segment: BALL RD TO ORANGE AVE Date: ADT 39,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2325 58 14 1784 44 11 552 14 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.8 -14.2 -20.3 0.7 -15.4 -21.4 -4.4 -20.5 -26.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.1 66.3 64.8 73.0 65.2 63.7 67.9 60.1 58.6 VEHICULAR NOISE DAY= 75.2 Leq EVENING= 74.1 Leq NIGHT= 69.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.9 CNEL= 77.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 145 312 672 CNEL: 158 340 733 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 8 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROOKHURST ST Analyst AN Segment: ORANGE AVE TO BROADWAY Date: ADT 35,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2118 52 13 1625 40 10 503 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.4 -14.6 -20.7 0.3 -15.8 -21.8 -4.8 -20.9 -26.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.7 65.9 64.4 72.6 64.8 63.3 67.5 59.7 58.2 VEHICULAR NOISE DAY= 74.8 Leq EVENING= 73.7 Leq NIGHT= 68.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.5 CNEL= 77.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 136 293 632 CNEL: 148 320 689 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 9 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROOKHURST ST Analyst AN Segment: BROADWAY TO LINCOLN AVE Date: ADT 40,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2402 59 15 1842 46 11 570 14 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.0 -14.1 -20.1 0.8 -15.2 -21.3 -4.3 -20.3 -26.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.3 66.5 65.0 73.1 65.3 63.8 68.0 60.2 58.7 VEHICULAR NOISE DAY= 75.3 Leq EVENING= 74.2 Leq NIGHT= 69.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.1 CNEL= 77.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 148 319 687 CNEL: 161 348 749 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 10 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROOKHURST ST Analyst AN Segment: LINCOLN AVE TO CRESCENT AVDate: ADT 42,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2496 62 15 1915 47 12 593 15 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.1 -13.9 -20.0 1.0 -15.1 -21.1 -4.1 -20.2 -26.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.4 66.6 65.1 73.3 65.5 64.0 68.2 60.4 58.9 VEHICULAR NOISE DAY= 75.5 Leq EVENING= 74.4 Leq NIGHT= 69.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.2 CNEL= 77.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 152 327 705 CNEL: 166 357 769 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 11 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROOKHURST ST Analyst AN Segment: CRESCENT AVE TO LA PALMA ADate: ADT 51,600 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3045 75 19 2336 58 14 723 18 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.0 -13.1 -19.1 1.8 -14.2 -20.2 -3.2 -19.3 -25.3 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.3 67.5 66.0 74.1 66.4 64.9 69.0 61.3 59.8 VEHICULAR NOISE DAY= 76.4 Leq EVENING= 75.2 Leq NIGHT= 70.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.1 CNEL= 78.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 173 373 804 CNEL: 189 407 878 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 12 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: BROOKHURST ST Analyst AN Segment: LA PALMA AVE TO RIVERSIDE FDate: ADT 50,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2992 74 19 2295 57 14 710 18 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.9 -13.1 -19.2 1.8 -14.3 -20.3 -3.3 -19.4 -25.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.2 67.4 65.9 74.1 66.3 64.8 69.0 61.2 59.7 VEHICULAR NOISE DAY= 76.3 Leq EVENING= 75.1 Leq NIGHT= 70.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.0 CNEL= 78.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 171 369 795 CNEL: 187 403 867 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 13 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CARL KARCHER WAY Analyst AN Segment: HARBOR BLVD TO ANAHEIM BL Date: ADT 5,200 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 307 8 2 235 6 1 73 2 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -5.2 -21.3 -27.3 -6.4 -22.4 -28.4 -11.5 -27.5 -33.5 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 57.2 51.8 51.4 56.1 50.6 50.3 51.0 45.5 45.2 VEHICULAR NOISE DAY= 59.1 Leq EVENING= 58.0 Leq NIGHT= 52.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 60.9 CNEL= 61.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 12 26 57 CNEL: 13 29 62 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 14 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CANYON CREEK RD Analyst AN Segment: SUNSET RIDGE RD TO SERRANDate: ADT 6,900 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 407 10 3 312 8 2 97 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -4.0 -20.0 -26.1 -5.1 -21.2 -27.2 -10.2 -26.3 -32.3 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 58.5 53.0 52.6 57.3 51.9 51.5 52.2 46.8 46.4 VEHICULAR NOISE DAY= 60.4 Leq EVENING= 59.2 Leq NIGHT= 54.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 62.1 CNEL= 62.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 15 32 69 CNEL: 16 35 75 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 15 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CANYON RIM RD Analyst AN Segment: NOHL RANCH RD TO FAIRMONTDate: ADT 4,900 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 289 7 2 222 5 1 69 2 0 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -6.7 -22.8 -28.8 -7.9 -23.9 -30.0 -13.0 -29.0 -35.0 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 61.7 54.5 53.4 60.5 53.4 52.2 55.4 48.3 47.1 VEHICULAR NOISE DAY= 62.9 Leq EVENING= 61.8 Leq NIGHT= 56.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 64.7 CNEL= 65.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 22 47 102 CNEL: 24 52 112 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 16 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CANYON RIM RD Analyst AN Segment: FAIRMONT BLVD TO SERRANO Date: ADT 8,000 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 472 12 3 362 9 2 112 3 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -4.6 -20.7 -26.7 -5.7 -21.8 -27.8 -10.8 -26.9 -32.9 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.8 56.7 55.5 62.6 55.5 54.4 57.5 50.4 49.3 VEHICULAR NOISE DAY= 65.1 Leq EVENING= 63.9 Leq NIGHT= 58.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.8 CNEL= 67.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 31 66 142 CNEL: 33 72 155 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 17 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CANYON VISTA DR Analyst AN Segment: WEIR CYN RD TO EVENINGSONDate: ADT 3,000 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 177 4 1 136 3 1 42 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -7.6 -23.7 -29.7 -8.7 -24.8 -30.8 -13.8 -29.9 -35.9 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 54.9 49.4 49.0 53.7 48.2 47.9 48.6 43.1 42.8 VEHICULAR NOISE DAY= 56.7 Leq EVENING= 55.6 Leq NIGHT= 50.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 58.5 CNEL= 59.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 9 18 40 CNEL: 9 20 43 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 18 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CERRITOS AVE Analyst AN Segment: HOLDER ST TO KNOTT AVE Date: ADT 16,800 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 991 25 6 760 19 5 235 6 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -1.4 -17.4 -23.5 -2.5 -18.6 -24.6 -7.6 -23.7 -29.7 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 67.0 59.9 58.7 65.9 58.7 57.6 60.8 53.7 52.5 VEHICULAR NOISE DAY= 68.3 Leq EVENING= 67.1 Leq NIGHT= 62.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.0 CNEL= 70.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 50 108 233 CNEL: 55 118 254 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 19 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CERRITOS AVE Analyst AN Segment: DALE AVE TO MAGNOLIA AVE Date: ADT 14,600 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 862 21 5 661 16 4 205 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.4 -17.5 -23.5 -2.5 -18.6 -24.6 -7.6 -23.7 -29.7 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.1 57.7 56.9 62.9 56.6 55.8 57.8 51.5 50.7 VEHICULAR NOISE DAY= 65.6 Leq EVENING= 64.4 Leq NIGHT= 59.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.3 CNEL= 67.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 33 71 154 CNEL: 36 78 168 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 20 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CERRITOS AVE Analyst AN Segment: MAGNOLIA AVE TO GILBERT STDate: ADT 13,000 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 767 19 5 588 15 4 182 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.9 -18.0 -24.0 -3.0 -19.1 -25.1 -8.1 -24.2 -30.2 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.6 57.2 56.4 62.4 56.1 55.3 57.3 51.0 50.2 VEHICULAR NOISE DAY= 65.1 Leq EVENING= 63.9 Leq NIGHT= 58.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.8 CNEL= 67.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 31 66 142 CNEL: 33 72 155 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 21 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CERRITOS AVE Analyst AN Segment: GILBERT ST TO BROOKHURST SDate: ADT 15,500 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 915 23 6 702 17 4 217 5 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -0.5 -16.5 -22.6 -1.6 -17.7 -23.7 -6.7 -22.8 -28.8 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.0 56.5 56.2 60.8 55.4 55.0 55.7 50.3 49.9 VEHICULAR NOISE DAY= 63.9 Leq EVENING= 62.7 Leq NIGHT= 57.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.6 CNEL= 66.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 25 55 118 CNEL: 28 60 129 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 22 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CERRITOS AVE Analyst AN Segment: BROOKHURST ST TO NUTWOO Date: ADT 22,200 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1310 32 8 1005 25 6 311 8 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 0.4 -15.6 -21.7 -0.7 -16.8 -22.8 -5.8 -21.9 -27.9 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.9 59.5 58.7 64.7 58.4 57.6 59.6 53.3 52.5 VEHICULAR NOISE DAY= 67.4 Leq EVENING= 66.3 Leq NIGHT= 61.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.1 CNEL= 69.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 44 94 203 CNEL: 48 103 222 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 23 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CERRITOS AVE Analyst AN Segment: NUTWOOD ST TO EUCLID ST Date: ADT 24,000 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1416 35 9 1086 27 7 336 8 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 0.8 -15.3 -21.3 -0.4 -16.5 -22.5 -5.5 -21.5 -27.6 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.2 59.9 59.1 65.1 58.7 57.9 60.0 53.6 52.8 VEHICULAR NOISE DAY= 67.8 Leq EVENING= 66.6 Leq NIGHT= 61.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.5 CNEL= 70.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 46 99 214 CNEL: 50 108 234 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 24 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CERRITOS AVE Analyst AN Segment: EUCLID ST TO WALNUT ST Date: ADT 19,700 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1162 29 7 892 22 6 276 7 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.1 -16.2 -22.2 -1.2 -17.3 -23.3 -6.3 -22.4 -28.4 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.4 59.0 58.2 64.2 57.9 57.1 59.1 52.8 52.0 VEHICULAR NOISE DAY= 66.9 Leq EVENING= 65.7 Leq NIGHT= 60.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.6 CNEL= 69.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 40 87 188 CNEL: 44 95 205 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 25 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CERRITOS AVE Analyst AN Segment: ANAHEIM BLVD TO LEWIS ST Date: ADT 26,800 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1581 39 10 1213 30 8 375 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.7 -15.4 -21.4 -0.5 -16.6 -22.6 -5.6 -21.6 -27.7 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.0 61.9 60.8 67.9 60.8 59.6 62.8 55.7 54.5 VEHICULAR NOISE DAY= 70.3 Leq EVENING= 69.2 Leq NIGHT= 64.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.0 CNEL= 72.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 68 147 318 CNEL: 75 161 346 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 26 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CERRITOS AVE Analyst AN Segment: LEWIS ST TO STATE COLLEGE Date: ADT 28,200 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1664 41 10 1277 32 8 395 10 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.9 -15.2 -21.2 -0.3 -16.3 -22.4 -5.4 -21.4 -27.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.3 62.2 61.0 68.1 61.0 59.8 63.0 55.9 54.7 VEHICULAR NOISE DAY= 70.5 Leq EVENING= 69.4 Leq NIGHT= 64.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.3 CNEL= 72.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 71 152 329 CNEL: 77 166 358 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 27 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CERRITOS AVE Analyst AN Segment: STATE COLLEGE BLVD TO SUN Date: ADT 16,100 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 950 24 6 729 18 5 226 6 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.0 -17.0 -23.1 -2.1 -18.2 -24.2 -7.2 -23.3 -29.3 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.5 58.1 57.3 63.3 57.0 56.2 58.2 51.9 51.1 VEHICULAR NOISE DAY= 66.0 Leq EVENING= 64.9 Leq NIGHT= 59.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.7 CNEL= 68.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 35 76 164 CNEL: 39 83 179 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 28 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CERRITOS AVE Analyst AN Segment: SUNKIST ST TO DOUGLASS RD Date: ADT 19,400 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1145 28 7 878 22 5 272 7 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.2 -16.2 -22.2 -1.3 -17.4 -23.4 -6.4 -22.5 -28.5 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.3 59.0 58.1 64.1 57.8 57.0 59.1 52.7 51.9 VEHICULAR NOISE DAY= 66.8 Leq EVENING= 65.7 Leq NIGHT= 60.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.6 CNEL= 69.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 40 86 186 CNEL: 44 94 203 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 29 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CHAPMAN AVE Analyst AN Segment: HARBOR BLVD TO HASTER ST Date: ADT 27,700 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1635 40 10 1254 31 8 388 10 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.8 -15.3 -21.3 -0.3 -16.4 -22.4 -5.4 -21.5 -27.5 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.2 62.1 60.9 68.0 60.9 59.7 62.9 55.8 54.7 VEHICULAR NOISE DAY= 70.5 Leq EVENING= 69.3 Leq NIGHT= 64.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.2 CNEL= 72.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 70 151 325 CNEL: 76 164 354 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 30 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CLEMENTINE ST Analyst AN Segment: KATELLA AVE TO MANCHESTERDate: ADT 12,800 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 755 19 5 579 14 4 179 4 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -2.0 -18.0 -24.1 -3.1 -19.2 -25.2 -8.2 -24.3 -30.3 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.5 57.1 56.3 62.3 56.0 55.2 57.2 50.9 50.1 VEHICULAR NOISE DAY= 65.0 Leq EVENING= 63.9 Leq NIGHT= 58.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.7 CNEL= 67.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 30 65 141 CNEL: 33 71 154 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 31 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: COMMERCIAL ST Analyst AN Segment: ANAHEIM BLVD TO PATT ST Date: ADT 4,200 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 248 6 2 190 5 1 59 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -6.1 -22.2 -28.2 -7.3 -23.4 -29.4 -12.4 -28.4 -34.5 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 56.3 50.9 50.5 55.2 49.7 49.3 50.1 44.6 44.2 VEHICULAR NOISE DAY= 58.2 Leq EVENING= 57.1 Leq NIGHT= 52.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 59.9 CNEL= 60.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 11 23 49 CNEL: 12 25 54 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 32 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CONVENTION WY Analyst AN Segment: 0.25 M W/HARBOR BLVD TO HARDate: ADT 17,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1033 26 6 792 20 5 245 6 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -1.2 -17.3 -23.3 -2.3 -18.4 -24.4 -7.4 -23.5 -29.5 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 67.2 60.1 58.9 66.0 58.9 57.8 60.9 53.8 52.7 VEHICULAR NOISE DAY= 68.5 Leq EVENING= 67.3 Leq NIGHT= 62.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.2 CNEL= 70.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 51 111 239 CNEL: 56 121 261 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 33 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CORONADO ST Analyst AN Segment: BLUE GUM ST TO KRAEMER BL Date: ADT 3,900 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 230 6 1 177 4 1 55 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -6.5 -22.5 -28.5 -7.6 -23.7 -29.7 -12.7 -28.8 -34.8 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 56.0 50.5 50.2 54.8 49.4 49.0 49.8 44.3 43.9 VEHICULAR NOISE DAY= 57.9 Leq EVENING= 56.7 Leq NIGHT= 51.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 59.6 CNEL= 60.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 10 22 47 CNEL: 11 24 51 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 34 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CORONADO ST Analyst AN Segment: JEFFERSON ST TO VAREN BURDate: ADT 2,200 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 130 3 1 100 2 1 31 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -8.9 -25.0 -31.0 -10.1 -26.2 -32.2 -15.2 -31.3 -37.3 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 53.5 48.0 47.7 52.4 46.9 46.5 47.3 41.8 41.4 VEHICULAR NOISE DAY= 55.4 Leq EVENING= 54.2 Leq NIGHT= 49.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 57.1 CNEL= 57.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 7 15 32 CNEL: 8 16 35 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 35 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CRESCENT AVE Analyst AN Segment: DALE AVE TO MAGNOLIA AVE Date: ADT 19,700 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1162 29 7 892 22 6 276 7 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.1 -16.2 -22.2 -1.2 -17.3 -23.3 -6.3 -22.4 -28.4 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.4 59.0 58.2 64.2 57.9 57.1 59.1 52.8 52.0 VEHICULAR NOISE DAY= 66.9 Leq EVENING= 65.7 Leq NIGHT= 60.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.6 CNEL= 69.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 40 87 188 CNEL: 44 95 205 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 36 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CRESCENT AVE Analyst AN Segment: MAGNOLIA AVE TO GILBERT STDate: ADT 9,800 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 578 14 4 444 11 3 137 3 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -3.1 -19.2 -25.2 -4.3 -20.3 -26.4 -9.4 -25.4 -31.5 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.3 56.0 55.2 61.2 54.8 54.0 56.1 49.7 48.9 VEHICULAR NOISE DAY= 63.9 Leq EVENING= 62.7 Leq NIGHT= 57.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.6 CNEL= 66.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 25 55 118 CNEL: 28 60 129 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 37 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CRESCENT AVE Analyst AN Segment: GILBERT ST TO BROOKHURST SDate: ADT 12,500 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 738 18 5 566 14 4 175 4 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -2.1 -18.1 -24.2 -3.2 -19.3 -25.3 -8.3 -24.4 -30.4 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.4 57.0 56.2 62.2 55.9 55.1 57.1 50.8 50.0 VEHICULAR NOISE DAY= 64.9 Leq EVENING= 63.8 Leq NIGHT= 58.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.6 CNEL= 67.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 30 64 139 CNEL: 33 70 151 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 38 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CRESCENT AVE Analyst AN Segment: BROOKHURST ST TO MULLER SDate: ADT 8,600 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 507 13 3 389 10 2 120 3 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -3.7 -19.8 -25.8 -4.8 -20.9 -26.9 -9.9 -26.0 -32.0 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 61.8 55.4 54.6 60.6 54.3 53.5 55.5 49.2 48.4 VEHICULAR NOISE DAY= 63.3 Leq EVENING= 62.2 Leq NIGHT= 57.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.0 CNEL= 65.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 23 50 108 CNEL: 25 55 118 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 39 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CRESCENT AVE Analyst AN Segment: CHIPPEWA AVE TO EUCLID ST Date: ADT 10,000 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 590 15 4 453 11 3 140 3 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -3.0 -19.1 -25.1 -4.2 -20.3 -26.3 -9.3 -25.3 -31.4 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.4 56.1 55.3 61.3 54.9 54.1 56.2 49.8 49.0 VEHICULAR NOISE DAY= 64.0 Leq EVENING= 62.8 Leq NIGHT= 57.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.7 CNEL= 66.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 26 55 120 CNEL: 28 61 130 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 40 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CRESCENT AVE Analyst AN Segment: EUCLID ST TO LOARA ST Date: ADT 13,600 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 803 20 5 616 15 4 191 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.7 -17.8 -23.8 -2.9 -18.9 -24.9 -7.9 -24.0 -30.0 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.8 57.4 56.6 62.6 56.3 55.5 57.5 51.2 50.4 VEHICULAR NOISE DAY= 65.3 Leq EVENING= 64.1 Leq NIGHT= 59.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.0 CNEL= 67.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 32 68 147 CNEL: 34 74 160 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 41 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CRESCENT WY Analyst AN Segment: LINCOLN AVE TO CRESCENT AVDate: ADT 5,100 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 301 7 2 231 6 1 71 2 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -5.3 -21.4 -27.4 -6.4 -22.5 -28.5 -11.5 -27.6 -33.6 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 57.2 51.7 51.3 56.0 50.5 50.2 50.9 45.5 45.1 VEHICULAR NOISE DAY= 59.1 Leq EVENING= 57.9 Leq NIGHT= 52.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 60.8 CNEL= 61.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 12 26 56 CNEL: 13 29 61 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 42 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CROWTHER AVE Analyst AN Segment: WEST CITY LIMIT TO KRAEMER Date: ADT 4,800 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 283 7 2 217 5 1 67 2 0 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -6.2 -22.3 -28.3 -7.4 -23.4 -29.5 -12.5 -28.5 -34.6 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 59.2 52.9 52.1 58.1 51.7 50.9 53.0 46.6 45.8 VEHICULAR NOISE DAY= 60.8 Leq EVENING= 59.6 Leq NIGHT= 54.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 62.5 CNEL= 63.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 16 34 73 CNEL: 17 37 80 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 43 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: CROWTHER AVE Analyst AN Segment: KRAEMER BLVD TO ORANGETHDate: ADT 3,700 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 218 5 1 167 4 1 52 1 0 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -7.4 -23.4 -29.4 -8.5 -24.6 -30.6 -13.6 -29.7 -35.7 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 58.1 51.8 51.0 57.0 50.6 49.8 51.9 45.5 44.7 VEHICULAR NOISE DAY= 59.6 Leq EVENING= 58.5 Leq NIGHT= 53.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 61.4 CNEL= 61.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 13 29 62 CNEL: 14 31 67 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 44 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: DALE AVE Analyst AN Segment: CERRITOS AVE TO BALL RD Date: ADT 14,000 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 826 20 5 634 16 4 196 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.6 -17.6 -23.7 -2.7 -18.8 -24.8 -7.8 -23.9 -29.9 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.9 57.5 56.7 62.7 56.4 55.6 57.6 51.3 50.5 VEHICULAR NOISE DAY= 65.4 Leq EVENING= 64.3 Leq NIGHT= 59.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.1 CNEL= 67.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 32 69 150 CNEL: 35 76 163 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 45 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: DALE AVE Analyst AN Segment: BALL RD TO ORANGE AVE Date: ADT 18,100 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1068 26 7 819 20 5 254 6 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.5 -16.5 -22.5 -1.6 -17.7 -23.7 -6.7 -22.8 -28.8 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.0 58.6 57.8 63.8 57.5 56.7 58.8 52.4 51.6 VEHICULAR NOISE DAY= 66.5 Leq EVENING= 65.4 Leq NIGHT= 60.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.3 CNEL= 68.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 38 82 178 CNEL: 42 90 194 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 46 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: DALE AVE Analyst AN Segment: ORANGE AVE TO BROADWAY Date: ADT 18,900 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1115 28 7 856 21 5 265 7 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.3 -16.3 -22.4 -1.4 -17.5 -23.5 -6.5 -22.6 -28.6 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.2 58.8 58.0 64.0 57.7 56.9 58.9 52.6 51.8 VEHICULAR NOISE DAY= 66.7 Leq EVENING= 65.6 Leq NIGHT= 60.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.4 CNEL= 69.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 39 85 183 CNEL: 43 93 199 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 47 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: DALE AVE Analyst AN Segment: BROADWAY TO LINCOLN AVE Date: ADT 17,900 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1056 26 7 810 20 5 251 6 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.5 -16.6 -22.6 -1.7 -17.7 -23.7 -6.8 -22.8 -28.8 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.9 58.6 57.8 63.8 57.4 56.6 58.7 52.4 51.6 VEHICULAR NOISE DAY= 66.5 Leq EVENING= 65.3 Leq NIGHT= 60.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.2 CNEL= 68.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 38 82 176 CNEL: 41 89 192 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 48 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: DALE AVE Analyst AN Segment: LINCOLN AVE TO CRESCENT AVDate: ADT 16,400 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 968 24 6 742 18 5 230 6 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.9 -17.0 -23.0 -2.0 -18.1 -24.1 -7.1 -23.2 -29.2 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.6 58.2 57.4 63.4 57.1 56.3 58.3 52.0 51.2 VEHICULAR NOISE DAY= 66.1 Leq EVENING= 65.0 Leq NIGHT= 59.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.8 CNEL= 68.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 36 77 166 CNEL: 39 84 181 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 49 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 5 Roadway: DISNEY WAY Analyst AN Segment: HARBOR BLVD TO CLEMENTINEDate: ADT 13,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 820 20 5 629 16 4 195 5 1 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -2.7 -18.8 -24.8 -3.9 -19.9 -25.9 -8.9 -25.0 -31.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.6 61.8 60.3 68.4 60.7 59.2 63.4 55.6 54.1 VEHICULAR NOISE DAY= 70.7 Leq EVENING= 69.5 Leq NIGHT= 64.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.4 CNEL= 73.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 72 156 336 CNEL: 79 170 366 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 50 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: DISNEY WAY Analyst AN Segment: CLEMENTINE ST TO ANAHEIM BDate: ADT 33,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1971 49 12 1512 37 9 468 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.1 -15.0 -21.0 0.0 -16.1 -22.1 -5.1 -21.2 -27.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.4 65.6 64.1 72.3 64.5 63.0 67.2 59.4 57.9 VEHICULAR NOISE DAY= 74.5 Leq EVENING= 73.3 Leq NIGHT= 68.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.2 CNEL= 76.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 130 279 602 CNEL: 141 305 657 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 1 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: DISNEYLAND DR Analyst AN Segment: KATELLA AVE TO MAGIC WY Date: ADT 28,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1658 41 10 1272 31 8 394 10 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.9 -15.2 -21.2 -0.3 -16.3 -22.4 -5.4 -21.4 -27.5 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.2 62.1 61.0 68.1 61.0 59.8 63.0 55.9 54.7 VEHICULAR NOISE DAY= 70.5 Leq EVENING= 69.4 Leq NIGHT= 64.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.2 CNEL= 72.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 71 152 328 CNEL: 77 166 358 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 2 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: DISNEYLAND DR Analyst AN Segment: MAGIC WY TO BALL RD Date: ADT 27,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1599 40 10 1227 30 8 380 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.7 -15.4 -21.4 -0.4 -16.5 -22.5 -5.5 -21.6 -27.6 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.1 62.0 60.8 67.9 60.8 59.7 62.8 55.7 54.6 VEHICULAR NOISE DAY= 70.4 Leq EVENING= 69.2 Leq NIGHT= 64.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.1 CNEL= 72.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 69 148 320 CNEL: 75 162 349 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 3 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: DISNEYLAND DR Analyst AN Segment: BALL RD TO MANCHESTER AVEDate: ADT 37,600 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 66 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2219 55 14 1702 42 11 527 13 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 2.1 -13.9 -20.0 1.0 -15.1 -21.1 -4.1 -20.2 -26.2 Distance 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 71.3 64.1 63.0 70.1 63.0 61.8 65.0 57.9 56.7 VEHICULAR NOISE DAY= 72.5 Leq EVENING= 71.4 Leq NIGHT= 66.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 74.3 CNEL= 74.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 96 207 446 CNEL: 105 226 486 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 4 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: DOUGLASS RD Analyst AN Segment: KATELLA AVE TO CERRITOS AVDate: ADT 25,900 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1528 38 9 1172 29 7 363 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.5 -15.5 -21.6 -0.6 -16.7 -22.7 -5.7 -21.8 -27.8 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.9 61.8 60.6 67.7 60.6 59.5 62.6 55.5 54.4 VEHICULAR NOISE DAY= 70.2 Leq EVENING= 69.0 Leq NIGHT= 63.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.9 CNEL= 72.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 67 144 310 CNEL: 73 157 339 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 5 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EAST ST Analyst AN Segment: BALL RD TO VERMONT ST Date: ADT 23,200 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1369 34 8 1050 26 6 325 8 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 0.6 -15.4 -21.5 -0.5 -16.6 -22.6 -5.6 -21.7 -27.7 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.1 59.7 58.9 64.9 58.6 57.8 59.8 53.5 52.7 VEHICULAR NOISE DAY= 67.6 Leq EVENING= 66.5 Leq NIGHT= 61.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.3 CNEL= 69.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 45 97 209 CNEL: 49 106 229 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 6 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EAST ST Analyst AN Segment: VERMONT ST TO SOUTH ST Date: ADT 23,600 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1393 34 9 1068 26 7 331 8 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 0.7 -15.4 -21.4 -0.5 -16.5 -22.5 -5.6 -21.6 -27.6 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.1 59.8 59.0 65.0 58.6 57.8 59.9 53.6 52.8 VEHICULAR NOISE DAY= 67.7 Leq EVENING= 66.5 Leq NIGHT= 61.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.4 CNEL= 70.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 46 98 212 CNEL: 50 107 231 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 7 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EAST ST Analyst AN Segment: SOUTH ST TO BROADWAY Date: ADT 22,400 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1322 33 8 1014 25 6 314 8 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 0.5 -15.6 -21.6 -0.7 -16.8 -22.8 -5.8 -21.8 -27.9 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.9 59.6 58.8 64.8 58.4 57.6 59.7 53.3 52.5 VEHICULAR NOISE DAY= 67.5 Leq EVENING= 66.3 Leq NIGHT= 61.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.2 CNEL= 69.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 44 95 205 CNEL: 48 104 223 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 8 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EAST ST Analyst AN Segment: BROADWAY TO LINCOLN AVE Date: ADT 28,400 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1676 41 10 1286 32 8 398 10 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 1.5 -14.6 -20.6 0.3 -15.7 -21.7 -4.7 -20.8 -26.8 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 67.0 60.6 59.8 65.8 59.5 58.7 60.7 54.4 53.6 VEHICULAR NOISE DAY= 68.5 Leq EVENING= 67.3 Leq NIGHT= 62.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.2 CNEL= 70.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 52 111 240 CNEL: 56 121 262 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 9 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EAST ST Analyst AN Segment: LINCOLN AVE TO SYCAMORE S Date: ADT 25,400 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1499 37 9 1150 28 7 356 9 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 1.0 -15.1 -21.1 -0.1 -16.2 -22.2 -5.2 -21.3 -27.3 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.5 60.1 59.3 65.3 59.0 58.2 60.2 53.9 53.1 VEHICULAR NOISE DAY= 68.0 Leq EVENING= 66.9 Leq NIGHT= 61.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.7 CNEL= 70.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 48 103 223 CNEL: 52 113 243 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 10 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EAST ST Analyst AN Segment: SYCAMORE ST TO LA PALMA AVDate: ADT 26,500 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1564 39 10 1200 30 7 371 9 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 1.2 -14.9 -20.9 0.0 -16.0 -22.0 -5.0 -21.1 -27.1 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.7 60.3 59.5 65.5 59.2 58.4 60.4 54.1 53.3 VEHICULAR NOISE DAY= 68.2 Leq EVENING= 67.0 Leq NIGHT= 61.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.9 CNEL= 70.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 49 106 229 CNEL: 54 116 250 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 11 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EAST ST Analyst AN Segment: LA PALMA AVE TO ROMNEYA D Date: ADT 27,300 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1611 40 10 1236 31 8 383 9 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 1.3 -14.7 -20.8 0.2 -15.9 -21.9 -4.9 -21.0 -27.0 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.8 60.4 59.6 65.6 59.3 58.5 60.5 54.2 53.4 VEHICULAR NOISE DAY= 68.3 Leq EVENING= 67.2 Leq NIGHT= 62.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.0 CNEL= 70.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 50 108 233 CNEL: 55 118 255 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 12 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EAST ST Analyst AN Segment: ROMNEYA DR TO RIVERSIDE FWDate: ADT 29,700 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1753 43 11 1344 33 8 416 10 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.1 -15.0 -21.0 0.0 -16.1 -22.1 -5.1 -21.2 -27.2 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.5 62.4 61.2 68.3 61.2 60.1 63.2 56.1 55.0 VEHICULAR NOISE DAY= 70.8 Leq EVENING= 69.6 Leq NIGHT= 64.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.5 CNEL= 73.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 73 158 340 CNEL: 80 172 371 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 13 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: RAYMOND AVE Analyst AN Segment: RIVERSIDE FWY TO ORANGETHDate: ADT 31,900 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1882 47 12 1444 36 9 447 11 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.4 -14.6 -20.7 0.3 -15.8 -21.8 -4.8 -20.9 -26.9 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.8 62.7 61.5 68.6 61.5 60.4 63.6 56.4 55.3 VEHICULAR NOISE DAY= 71.1 Leq EVENING= 69.9 Leq NIGHT= 64.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.8 CNEL= 73.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 77 166 357 CNEL: 84 181 389 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 14 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: RAYMOND AVE Analyst AN Segment: ORANGETHORPE AVE TO NORTDate: ADT 23,400 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1381 34 9 1059 26 7 328 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.1 -16.0 -22.0 -1.1 -17.1 -23.2 -6.2 -22.2 -28.3 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.5 61.3 60.2 67.3 60.2 59.0 62.2 55.1 53.9 VEHICULAR NOISE DAY= 69.7 Leq EVENING= 68.6 Leq NIGHT= 63.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.5 CNEL= 72.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 63 135 290 CNEL: 68 147 316 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 15 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: CHAPMAN AVE TO ORANGEWODate: ADT 34,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2006 50 12 1539 38 10 476 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.2 -14.9 -20.9 0.0 -16.0 -22.1 -5.1 -21.1 -27.1 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.5 65.7 64.2 72.3 64.5 63.0 67.2 59.4 57.9 VEHICULAR NOISE DAY= 74.6 Leq EVENING= 73.4 Leq NIGHT= 68.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.3 CNEL= 76.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 131 283 609 CNEL: 143 308 665 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 16 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: ORANGEWOOD AVE TO KATELLDate: ADT 35,800 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2112 52 13 1621 40 10 502 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.4 -14.7 -20.7 0.3 -15.8 -21.8 -4.8 -20.9 -26.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.7 65.9 64.4 72.6 64.8 63.3 67.5 59.7 58.2 VEHICULAR NOISE DAY= 74.8 Leq EVENING= 73.6 Leq NIGHT= 68.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.5 CNEL= 77.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 136 293 630 CNEL: 148 319 688 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 17 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: KATELLA AVE TO CERRITOS AVDate: ADT 38,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2284 57 14 1752 43 11 542 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.7 -14.3 -20.3 0.6 -15.5 -21.5 -4.5 -20.6 -26.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.0 66.3 64.8 72.9 65.1 63.6 67.8 60.0 58.5 VEHICULAR NOISE DAY= 75.1 Leq EVENING= 74.0 Leq NIGHT= 68.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.8 CNEL= 77.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 143 308 664 CNEL: 156 336 725 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 18 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: CERRITOS AVE TO BALL RD Date: ADT 40,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2402 59 15 1842 46 11 570 14 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.0 -14.1 -20.1 0.8 -15.2 -21.3 -4.3 -20.3 -26.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.3 66.5 65.0 73.1 65.3 63.8 68.0 60.2 58.7 VEHICULAR NOISE DAY= 75.3 Leq EVENING= 74.2 Leq NIGHT= 69.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.1 CNEL= 77.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 148 319 687 CNEL: 161 348 749 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 19 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: BALL RD TO ORANGE AVE Date: ADT 42,200 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2490 62 15 1910 47 12 591 15 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.1 -13.9 -20.0 1.0 -15.1 -21.1 -4.1 -20.2 -26.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.4 66.6 65.1 73.3 65.5 64.0 68.2 60.4 58.9 VEHICULAR NOISE DAY= 75.5 Leq EVENING= 74.4 Leq NIGHT= 69.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.2 CNEL= 77.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 152 327 704 CNEL: 165 356 768 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 20 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: ORANGE AVE TO BROADWAY Date: ADT 42,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2478 61 15 1901 47 12 588 15 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.1 -14.0 -20.0 1.0 -15.1 -21.1 -4.1 -20.2 -26.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.4 66.6 65.1 73.2 65.5 64.0 68.2 60.4 58.9 VEHICULAR NOISE DAY= 75.5 Leq EVENING= 74.3 Leq NIGHT= 69.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.2 CNEL= 77.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 151 326 701 CNEL: 165 355 765 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 21 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: BROADWAY TO LINCOLN AVE Date: ADT 45,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2697 67 17 2069 51 13 640 16 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.5 -13.6 -19.6 1.3 -14.7 -20.8 -3.8 -19.8 -25.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.8 67.0 65.5 73.6 65.8 64.3 68.5 60.7 59.2 VEHICULAR NOISE DAY= 75.8 Leq EVENING= 74.7 Leq NIGHT= 69.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.6 CNEL= 78.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 160 344 742 CNEL: 174 376 809 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 22 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: LINCOLN AVE TO I-5 Date: ADT 49,600 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2927 72 18 2245 56 14 695 17 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.8 -13.2 -19.3 1.7 -14.4 -20.4 -3.4 -19.5 -25.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.1 67.3 65.8 74.0 66.2 64.7 68.9 61.1 59.6 VEHICULAR NOISE DAY= 76.2 Leq EVENING= 75.1 Leq NIGHT= 70.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.9 CNEL= 78.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 169 364 784 CNEL: 184 397 855 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 23 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: I-5 TO CRESCENT AVE Date: ADT 56,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3322 82 21 2549 63 16 789 20 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.4 -12.7 -18.7 2.2 -13.8 -19.9 -2.9 -18.9 -25.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.7 67.9 66.4 74.5 66.7 65.2 69.4 61.6 60.1 VEHICULAR NOISE DAY= 76.8 Leq EVENING= 75.6 Leq NIGHT= 70.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.5 CNEL= 79.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 184 396 853 CNEL: 200 432 930 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 24 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: CRESCENT AVE TO LA PALMA ADate: ADT 53,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3127 77 19 2399 59 15 743 18 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.1 -13.0 -19.0 2.0 -14.1 -20.1 -3.1 -19.2 -25.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.4 67.6 66.1 74.3 66.5 65.0 69.2 61.4 59.9 VEHICULAR NOISE DAY= 76.5 Leq EVENING= 75.3 Leq NIGHT= 70.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.2 CNEL= 78.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 176 380 819 CNEL: 192 415 893 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 25 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: LA PALMA AVE TO ROMNEYA D Date: ADT 52,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3092 77 19 2372 59 15 734 18 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.1 -13.0 -19.0 1.9 -14.2 -20.2 -3.2 -19.2 -25.3 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.4 67.6 66.1 74.2 66.4 64.9 69.1 61.3 59.8 VEHICULAR NOISE DAY= 76.4 Leq EVENING= 75.3 Leq NIGHT= 70.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.2 CNEL= 78.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 175 377 813 CNEL: 191 412 887 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 26 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: EUCLID ST Analyst AN Segment: ROMNEYA DR TO RIVERSIDE FWDate: ADT 52,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3110 77 19 2386 59 15 738 18 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.1 -13.0 -19.0 1.9 -14.1 -20.1 -3.2 -19.2 -25.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.4 67.6 66.1 74.2 66.4 64.9 69.1 61.4 59.8 VEHICULAR NOISE DAY= 76.5 Leq EVENING= 75.3 Leq NIGHT= 70.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.2 CNEL= 78.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 176 379 816 CNEL: 192 413 890 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 27 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: FAIRMONT BLVD Analyst AN Segment: CANYON RIM RD TO SANTA ANADate: ADT 5,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 313 8 2 240 6 1 74 2 0 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -6.4 -22.4 -28.5 -7.5 -23.6 -29.6 -12.6 -28.7 -34.7 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.0 54.9 53.7 60.9 53.7 52.6 55.8 48.6 47.5 VEHICULAR NOISE DAY= 63.3 Leq EVENING= 62.1 Leq NIGHT= 57.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.0 CNEL= 65.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 23 50 108 CNEL: 25 55 118 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 28 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: FAIRMONT BLVD Analyst AN Segment: LA PALMA AVE TO ESPERANZA Date: ADT 32,200 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1900 47 12 1458 36 9 451 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.9 -15.1 -21.1 -0.2 -16.3 -22.3 -5.3 -21.4 -27.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.2 65.5 64.0 72.1 64.3 62.8 67.0 59.2 57.7 VEHICULAR NOISE DAY= 74.3 Leq EVENING= 73.2 Leq NIGHT= 68.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.1 CNEL= 76.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 127 273 587 CNEL: 138 297 641 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 29 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: FRONTERA ST Analyst AN Segment: LA PALMA AVE TO GLASSELL S Date: ADT 8,400 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 496 12 3 380 9 2 118 3 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -3.8 -19.9 -25.9 -4.9 -21.0 -27.0 -10.0 -26.1 -32.1 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 61.7 55.3 54.5 60.5 54.2 53.4 55.4 49.1 48.3 VEHICULAR NOISE DAY= 63.2 Leq EVENING= 62.0 Leq NIGHT= 57.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 64.9 CNEL= 65.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 23 49 106 CNEL: 25 54 116 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 30 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GENE AUTRY WY Analyst AN Segment: ANAHEIM WAY TO STATE COLL Date: ADT 30,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1800 45 11 1381 34 9 427 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.7 -15.4 -21.4 -0.4 -16.5 -22.5 -5.5 -21.6 -27.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.0 65.2 63.7 71.9 64.1 62.6 66.8 59.0 57.5 VEHICULAR NOISE DAY= 74.1 Leq EVENING= 72.9 Leq NIGHT= 67.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.8 CNEL= 76.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 122 263 567 CNEL: 133 287 618 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 31 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GILBERT ST Analyst AN Segment: KATELLA AVE TO CERRITOS AVDate: ADT 12,400 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 732 18 5 561 14 3 174 4 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -2.1 -18.2 -24.2 -3.3 -19.3 -25.3 -8.3 -24.4 -30.4 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.4 57.0 56.2 62.2 55.9 55.1 57.1 50.8 50.0 VEHICULAR NOISE DAY= 64.9 Leq EVENING= 63.7 Leq NIGHT= 58.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.6 CNEL= 67.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 30 64 138 CNEL: 32 70 151 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 32 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GILBERT ST Analyst AN Segment: CERRITOS AVE TO BALL RD Date: ADT 11,600 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 684 17 4 525 13 3 163 4 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -2.4 -18.5 -24.5 -3.5 -19.6 -25.6 -8.6 -24.7 -30.7 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.1 56.7 55.9 61.9 55.6 54.8 56.8 50.5 49.7 VEHICULAR NOISE DAY= 64.6 Leq EVENING= 63.4 Leq NIGHT= 58.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.3 CNEL= 66.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 28 61 132 CNEL: 31 67 144 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 33 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GILBERT ST Analyst AN Segment: BALL RD TO ORANGE AVE Date: ADT 10,600 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 625 15 4 480 12 3 149 4 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -2.1 -18.2 -24.2 -3.3 -19.3 -25.4 -8.4 -24.4 -30.4 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 60.3 54.9 54.5 59.2 53.7 53.4 54.1 48.6 48.3 VEHICULAR NOISE DAY= 62.2 Leq EVENING= 61.1 Leq NIGHT= 56.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 63.9 CNEL= 64.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 20 43 92 CNEL: 22 46 100 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 34 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GILBERT ST Analyst AN Segment: ORANGE AVE TO BROADWAY Date: ADT 10,300 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 608 15 4 466 12 3 144 4 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -2.2 -18.3 -24.3 -3.4 -19.5 -25.5 -8.5 -24.5 -30.6 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 60.2 54.8 54.4 59.1 53.6 53.2 54.0 48.5 48.1 VEHICULAR NOISE DAY= 62.1 Leq EVENING= 61.0 Leq NIGHT= 55.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 63.8 CNEL= 64.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 19 42 90 CNEL: 21 46 98 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 35 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GILBERT ST Analyst AN Segment: BROADWAY TO LINCOLN AVE Date: ADT 10,800 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 637 16 4 489 12 3 151 4 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -2.0 -18.1 -24.1 -3.2 -19.3 -25.3 -8.3 -24.3 -30.4 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 60.4 55.0 54.6 59.3 53.8 53.4 54.2 48.7 48.3 VEHICULAR NOISE DAY= 62.3 Leq EVENING= 61.2 Leq NIGHT= 56.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 64.0 CNEL= 64.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 20 43 93 CNEL: 22 47 101 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 36 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GILBERT ST Analyst AN Segment: LINCOLN AVE TO CRESCENT AVDate: ADT 12,400 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 732 18 5 561 14 3 174 4 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -1.4 -17.5 -23.5 -2.6 -18.7 -24.7 -7.7 -23.7 -29.8 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 61.0 55.6 55.2 59.9 54.4 54.0 54.8 49.3 48.9 VEHICULAR NOISE DAY= 62.9 Leq EVENING= 61.8 Leq NIGHT= 56.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 64.6 CNEL= 65.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 22 47 102 CNEL: 24 52 111 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 37 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GILBERT ST Analyst AN Segment: CRESCENT AVE TO LA PALMA ADate: ADT 9,900 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 584 14 4 448 11 3 139 3 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -2.4 -18.5 -24.5 -3.6 -19.6 -25.6 -8.7 -24.7 -30.7 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 60.0 54.6 54.2 58.9 53.4 53.1 53.8 48.3 48.0 VEHICULAR NOISE DAY= 61.9 Leq EVENING= 60.8 Leq NIGHT= 55.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 63.7 CNEL= 64.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 19 41 88 CNEL: 21 44 96 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 38 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GILBERT ST Analyst AN Segment: RHODES AVE TO CL @ HOUSTODate: ADT 700 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 41 1 0 32 1 0 10 0 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -13.9 -30.0 -36.0 -15.1 -31.1 -37.2 -20.2 -36.2 -42.2 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 48.5 43.1 42.7 47.4 41.9 41.5 42.3 36.8 36.5 VEHICULAR NOISE DAY= 50.4 Leq EVENING= 49.3 Leq NIGHT= 44.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 52.1 CNEL= 52.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 3 7 15 CNEL: 4 8 16 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 39 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GLASSELL ST Analyst AN Segment: SANTA ANA RIVER TO RIVERSIDDate: ADT 32,600 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1924 48 12 1476 37 9 457 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.0 -15.1 -21.1 -0.1 -16.2 -22.2 -5.2 -21.3 -27.3 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.3 65.5 64.0 72.1 64.4 62.9 67.1 59.3 57.8 VEHICULAR NOISE DAY= 74.4 Leq EVENING= 73.2 Leq NIGHT= 68.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.1 CNEL= 76.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 128 275 592 CNEL: 139 300 646 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 40 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GRAND AVE Analyst AN Segment: LINCOLN AVE TO CRESCENT AVDate: ADT 4,600 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 271 7 2 208 5 1 64 2 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -5.7 -21.8 -27.8 -6.9 -23.0 -29.0 -12.0 -28.1 -34.1 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 56.7 51.3 50.9 55.6 50.1 49.7 50.5 45.0 44.6 VEHICULAR NOISE DAY= 58.6 Leq EVENING= 57.5 Leq NIGHT= 52.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 60.3 CNEL= 60.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 11 24 53 CNEL: 12 27 57 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 41 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GROVE ST Analyst AN Segment: LA PALMA AVE TO MIRALOMA ADate: ADT 8,200 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 484 12 3 371 9 2 115 3 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -3.2 -19.3 -25.3 -4.4 -20.4 -26.5 -9.5 -25.5 -31.6 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 59.2 53.8 53.4 58.1 52.6 52.2 53.0 47.5 47.1 VEHICULAR NOISE DAY= 61.1 Leq EVENING= 60.0 Leq NIGHT= 54.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 62.8 CNEL= 63.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 17 36 77 CNEL: 18 39 84 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 42 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: GYPSUM CYN RD Analyst AN Segment: SANTA ANA CYN RD TO RIVERSDate: ADT 26,400 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1558 39 10 1195 30 7 370 9 2 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow 1.8 -14.2 -20.2 0.7 -15.4 -21.4 -4.4 -20.5 -26.5 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.3 58.8 58.5 63.2 57.7 57.3 58.1 52.6 52.2 VEHICULAR NOISE DAY= 66.2 Leq EVENING= 65.0 Leq NIGHT= 59.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.9 CNEL= 68.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 36 78 168 CNEL: 40 85 184 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 43 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HANCOCK ST Analyst AN Segment: LA PALMA AVE TO HUNTER AVEDate: ADT 3,000 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 177 4 1 136 3 1 42 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -7.6 -23.7 -29.7 -8.7 -24.8 -30.8 -13.8 -29.9 -35.9 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 54.9 49.4 49.0 53.7 48.2 47.9 48.6 43.1 42.8 VEHICULAR NOISE DAY= 56.7 Leq EVENING= 55.6 Leq NIGHT= 50.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 58.5 CNEL= 59.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 9 18 40 CNEL: 9 20 43 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 44 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: CHAPMAN AVE TO WILKEN WAYDate: ADT 43,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2561 63 16 1965 49 12 608 15 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.2 -13.8 -19.8 1.1 -15.0 -21.0 -4.0 -20.1 -26.1 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.5 66.8 65.3 73.4 65.6 64.1 68.3 60.5 59.0 VEHICULAR NOISE DAY= 75.6 Leq EVENING= 74.5 Leq NIGHT= 69.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.3 CNEL= 77.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 154 333 717 CNEL: 168 363 782 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 45 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: WILKEN WAY TO ORANGEWOO Date: ADT 47,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2826 70 17 2168 54 13 671 17 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.7 -13.4 -19.4 1.5 -14.5 -20.6 -3.6 -19.6 -25.7 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.0 67.2 65.7 73.8 66.0 64.5 68.7 60.9 59.4 VEHICULAR NOISE DAY= 76.1 Leq EVENING= 74.9 Leq NIGHT= 69.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.8 CNEL= 78.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 165 355 766 CNEL: 180 388 835 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 46 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: ORANGEWOOD AVE TO CONVEDate: ADT 45,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2655 66 16 2037 50 13 631 16 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.4 -13.7 -19.7 1.3 -14.8 -20.8 -3.8 -19.9 -25.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.7 66.9 65.4 73.5 65.8 64.3 68.5 60.7 59.2 VEHICULAR NOISE DAY= 75.8 Leq EVENING= 74.6 Leq NIGHT= 69.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.5 CNEL= 78.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 158 341 734 CNEL: 173 372 801 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 47 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: CONVENTION WAY TO KATELLADate: ADT 53,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3151 78 19 2417 60 15 748 19 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.1 -12.9 -18.9 2.0 -14.1 -20.1 -3.1 -19.2 -25.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.4 67.7 66.2 74.3 66.5 65.0 69.2 61.4 59.9 VEHICULAR NOISE DAY= 76.5 Leq EVENING= 75.4 Leq NIGHT= 70.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.2 CNEL= 78.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 177 382 823 CNEL: 193 417 898 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 48 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: KATELLA AVE TO DISNEY WAY Date: ADT 48,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2862 71 18 2195 54 14 680 17 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.7 -13.3 -19.4 1.6 -14.5 -20.5 -3.5 -19.6 -25.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.0 67.2 65.7 73.9 66.1 64.6 68.8 61.0 59.5 VEHICULAR NOISE DAY= 76.1 Leq EVENING= 75.0 Leq NIGHT= 69.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.8 CNEL= 78.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 166 358 772 CNEL: 181 391 842 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 49 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: DISNEY WAY TO MANCHESTER Date: ADT 47,100 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2779 69 17 2132 53 13 660 16 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.6 -13.5 -19.5 1.5 -14.6 -20.6 -3.6 -19.7 -25.7 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.9 67.1 65.6 73.7 66.0 64.5 68.7 60.9 59.4 VEHICULAR NOISE DAY= 76.0 Leq EVENING= 74.8 Leq NIGHT= 69.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.7 CNEL= 78.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 163 351 757 CNEL: 178 383 826 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 50 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: MANCHESTER AVE TO I-5 Date: ADT 57,200 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 90 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3375 84 21 2589 64 16 801 20 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.4 -12.6 -18.6 2.3 -13.8 -19.8 -2.8 -18.9 -24.9 Distance 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 78.1 70.3 68.8 76.9 69.2 67.7 71.8 64.1 62.6 VEHICULAR NOISE DAY= 79.2 Leq EVENING= 78.0 Leq NIGHT= 72.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 80.9 CNEL= 81.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: [PHONE REDACTED] CNEL: [PHONE REDACTED] RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 1 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: I-5 TO BALL RD Date: ADT 60,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3582 89 22 2748 68 17 850 21 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.7 -12.4 -18.4 2.6 -13.5 -19.5 -2.5 -18.6 -24.6 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 2 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: BALL RD TO VERMONT ST Date: ADT 42,600 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2514 62 16 1928 48 12 597 15 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.2 -13.9 -19.9 1.0 -15.1 -21.1 -4.1 -20.1 -26.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.5 66.7 65.2 73.3 65.5 64.0 68.2 60.4 58.9 VEHICULAR NOISE DAY= 75.5 Leq EVENING= 74.4 Leq NIGHT= 69.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.3 CNEL= 77.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 153 329 708 CNEL: 166 359 772 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 3 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: VERMONT ST TO SOUTH ST Date: ADT 37,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2236 55 14 1716 42 11 531 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.7 -14.4 -20.4 0.5 -15.6 -21.6 -4.6 -20.7 -26.7 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.0 66.2 64.7 72.8 65.0 63.5 67.7 59.9 58.4 VEHICULAR NOISE DAY= 75.0 Leq EVENING= 73.9 Leq NIGHT= 68.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.8 CNEL= 77.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 141 304 655 CNEL: 154 332 714 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 4 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: SOUTH ST TO BROADWAY Date: ADT 38,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2266 56 14 1738 43 11 538 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.7 -14.4 -20.4 0.6 -15.5 -21.5 -4.5 -20.6 -26.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.0 66.2 64.7 72.9 65.1 63.6 67.8 60.0 58.5 VEHICULAR NOISE DAY= 75.1 Leq EVENING= 73.9 Leq NIGHT= 68.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.8 CNEL= 77.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 142 307 661 CNEL: 155 335 721 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 5 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: BROADWAY TO LINCOLN AVE Date: ADT 44,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2596 64 16 1992 49 12 616 15 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.3 -13.8 -19.8 1.2 -14.9 -20.9 -3.9 -20.0 -26.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.6 66.8 65.3 73.4 65.7 64.2 68.4 60.6 59.1 VEHICULAR NOISE DAY= 75.7 Leq EVENING= 74.5 Leq NIGHT= 69.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.4 CNEL= 78.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 156 336 723 CNEL: 170 366 789 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 6 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: LINCOLN AVE TO SYCAMORE S Date: ADT 36,800 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2172 54 13 1666 41 10 516 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.5 -14.5 -20.6 0.4 -15.7 -21.7 -4.7 -20.8 -26.8 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.8 66.0 64.5 72.7 64.9 63.4 67.6 59.8 58.3 VEHICULAR NOISE DAY= 74.9 Leq EVENING= 73.8 Leq NIGHT= 68.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.6 CNEL= 77.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 138 298 642 CNEL: 151 325 701 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 7 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: SYCAMORE ST TO NORTH ST Date: ADT 38,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2266 56 14 1738 43 11 538 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.7 -14.4 -20.4 0.6 -15.5 -21.5 -4.5 -20.6 -26.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.0 66.2 64.7 72.9 65.1 63.6 67.8 60.0 58.5 VEHICULAR NOISE DAY= 75.1 Leq EVENING= 73.9 Leq NIGHT= 68.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.8 CNEL= 77.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 142 307 661 CNEL: 155 335 721 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 8 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: NORTH ST TO LA PALMA AVE Date: ADT 38,800 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2290 57 14 1756 43 11 544 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.8 -14.3 -20.3 0.6 -15.5 -21.5 -4.5 -20.6 -26.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.1 66.3 64.8 72.9 65.1 63.6 67.8 60.0 58.5 VEHICULAR NOISE DAY= 75.1 Leq EVENING= 74.0 Leq NIGHT= 68.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.9 CNEL= 77.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 143 309 665 CNEL: 156 337 726 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 9 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: LA PALMA AVE TO ROMNEYA D Date: ADT 46,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2732 68 17 2096 52 13 649 16 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.5 -13.5 -19.6 1.4 -14.7 -20.7 -3.7 -19.8 -25.8 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.8 67.0 65.5 73.7 65.9 64.4 68.6 60.8 59.3 VEHICULAR NOISE DAY= 75.9 Leq EVENING= 74.8 Leq NIGHT= 69.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.6 CNEL= 78.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 161 347 748 CNEL: 176 379 816 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 10 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HARBOR BLVD Analyst AN Segment: ROMNEYA DR TO RIVERSIDE FWDate: ADT 47,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2803 69 17 2150 53 13 666 16 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.6 -13.4 -19.4 1.5 -14.6 -20.6 -3.6 -19.7 -25.7 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.9 67.1 65.6 73.8 66.0 64.5 68.7 60.9 59.4 VEHICULAR NOISE DAY= 76.0 Leq EVENING= 74.9 Leq NIGHT= 69.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.7 CNEL= 78.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 164 353 761 CNEL: 179 386 831 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 11 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HASTER ST Analyst AN Segment: CHAPMAN AVE TO ORANGEWODate: ADT 33,100 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1953 48 12 1498 37 9 464 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.1 -15.0 -21.0 -0.1 -16.1 -22.2 -5.2 -21.2 -27.3 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.4 65.6 64.1 72.2 64.4 62.9 67.1 59.3 57.8 VEHICULAR NOISE DAY= 74.4 Leq EVENING= 73.3 Leq NIGHT= 68.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.2 CNEL= 76.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 129 278 598 CNEL: 141 303 653 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 12 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HASTER ST Analyst AN Segment: ORANGEWOOD AVE TO KATELLDate: ADT 36,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2148 53 13 1648 41 10 510 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.5 -14.6 -20.6 0.3 -15.7 -21.8 -4.8 -20.8 -26.8 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.8 66.0 64.5 72.6 64.8 63.3 67.5 59.7 58.2 VEHICULAR NOISE DAY= 74.9 Leq EVENING= 73.7 Leq NIGHT= 68.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.6 CNEL= 77.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 137 296 638 CNEL: 150 323 696 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 13 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: THE HIGHLANDS Analyst AN Segment: CANYON RIM RD TO SUNSET R Date: ADT 3,200 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 189 5 1 145 4 1 45 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -7.3 -23.4 -29.4 -8.5 -24.5 -30.6 -13.6 -29.6 -35.6 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 55.1 49.7 49.3 54.0 48.5 48.1 48.9 43.4 43.1 VEHICULAR NOISE DAY= 57.0 Leq EVENING= 55.9 Leq NIGHT= 50.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 58.7 CNEL= 59.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 9 19 41 CNEL: 10 21 45 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 14 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HOWELL AVE Analyst AN Segment: STATE COLLEGE BLVD TO SUN Date: ADT 15,300 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 903 22 6 693 17 4 214 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.2 -17.3 -23.3 -2.3 -18.4 -24.4 -7.4 -23.5 -29.5 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.3 57.9 57.1 63.1 56.8 56.0 58.0 51.7 50.9 VEHICULAR NOISE DAY= 65.8 Leq EVENING= 64.7 Leq NIGHT= 59.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.5 CNEL= 68.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 34 74 159 CNEL: 37 80 173 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 15 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HOWELL AVE Analyst AN Segment: SUNKIST ST TO KATELLA AVE Date: ADT 13,400 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 791 20 5 607 15 4 188 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.8 -17.8 -23.9 -2.9 -19.0 -25.0 -8.0 -24.1 -30.1 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.7 57.3 56.5 62.5 56.2 55.4 57.4 51.1 50.3 VEHICULAR NOISE DAY= 65.2 Leq EVENING= 64.1 Leq NIGHT= 59.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.9 CNEL= 67.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 31 67 145 CNEL: 34 74 158 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 16 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HUNTER AVE Analyst AN Segment: HANCOCK ST TO KELLOGG DR Date: ADT 2,000 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 118 3 1 91 2 1 28 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -9.4 -25.4 -31.4 -10.5 -26.6 -32.6 -15.6 -31.7 -37.7 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 53.1 47.6 47.3 51.9 46.5 46.1 46.9 41.4 41.0 VEHICULAR NOISE DAY= 55.0 Leq EVENING= 53.8 Leq NIGHT= 48.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 56.7 CNEL= 57.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 6 14 30 CNEL: 7 15 33 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 17 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: HUNTER AVE Analyst AN Segment: KELLOGG DR TO BRASHER ST Date: ADT 2,100 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 124 3 1 95 2 1 29 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -9.1 -25.2 -31.2 -10.3 -26.4 -32.4 -15.4 -31.5 -37.5 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 53.3 47.8 47.5 52.2 46.7 46.3 47.1 41.6 41.2 VEHICULAR NOISE DAY= 55.2 Leq EVENING= 54.0 Leq NIGHT= 49.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 56.9 CNEL= 57.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 7 14 31 CNEL: 7 16 34 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 18 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: IMPERIAL HWY Analyst AN Segment: SOUTH CITY LIMITS TO NOHL RDate: ADT 27,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1635 40 10 1254 31 8 388 10 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.3 -15.8 -21.8 -0.9 -16.9 -22.9 -5.9 -22.0 -28.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.6 64.8 63.3 71.4 63.6 62.1 66.3 58.6 57.1 VEHICULAR NOISE DAY= 73.7 Leq EVENING= 72.5 Leq NIGHT= 67.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.4 CNEL= 76.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 114 247 531 CNEL: 125 269 580 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 19 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: IMPERIAL HWY Analyst AN Segment: NOHL RANCH RD TO SANTA ANDate: ADT 35,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2095 52 13 1607 40 10 497 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.4 -14.7 -20.7 0.2 -15.8 -21.9 -4.9 -20.9 -27.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.7 65.9 64.4 72.5 64.7 63.2 67.4 59.6 58.1 VEHICULAR NOISE DAY= 74.8 Leq EVENING= 73.6 Leq NIGHT= 68.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.5 CNEL= 77.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 135 291 627 CNEL: 147 317 684 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 20 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: IMPERIAL HWY Analyst AN Segment: SANTA ANA CYN RD TO RIVERSDate: ADT 58,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3464 86 21 2657 66 16 822 20 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.6 -12.5 -18.5 2.4 -13.7 -19.7 -2.7 -18.8 -24.8 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 21 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: IMPERIAL HWY Analyst AN Segment: RIVERSIDE FWY TO LA PALMA ADate: ADT 59,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3505 87 22 2689 67 17 832 21 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.6 -12.5 -18.5 2.5 -13.6 -19.6 -2.6 -18.7 -24.7 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.9 68.1 66.6 74.8 67.0 65.5 69.7 61.9 60.4 VEHICULAR NOISE DAY= 77.0 Leq EVENING= 75.8 Leq NIGHT= 70.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.7 CNEL= 79.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 190 410 884 CNEL: 208 447 964 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 22 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: IMPERIAL HWY Analyst AN Segment: LA PALMA AVE TO ORANGETHODate: ADT 56,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 90 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3322 82 21 2549 63 16 789 20 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.4 -12.7 -18.7 2.2 -13.8 -19.9 -2.9 -18.9 -25.0 Distance 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 78.0 70.2 68.7 76.9 69.1 67.6 71.8 64.0 62.5 VEHICULAR NOISE DAY= 79.1 Leq EVENING= 78.0 Leq NIGHT= 72.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 80.8 CNEL= 81.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: [PHONE REDACTED] CNEL: [PHONE REDACTED] RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 23 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: IMPERIAL HWY Analyst AN Segment: ORANGETHORPE AVE TO KELL Date: ADT 56,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3322 82 21 2549 63 16 789 20 5 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 3.9 -12.2 -18.2 2.7 -13.3 -19.3 -2.4 -18.4 -24.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.3 65.2 64.0 71.1 64.0 62.8 66.0 58.9 57.7 VEHICULAR NOISE DAY= 73.5 Leq EVENING= 72.4 Leq NIGHT= 67.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.3 CNEL= 75.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 112 242 521 CNEL: 122 264 568 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 24 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: JEFFERSON AVE Analyst AN Segment: TUSTIN AVE TO MIRALOMA AVEDate: ADT 8,100 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 478 12 3 367 9 2 113 3 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -4.0 -20.0 -26.0 -5.1 -21.2 -27.2 -10.2 -26.3 -32.3 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 61.5 55.2 54.4 60.4 54.0 53.2 55.3 48.9 48.1 VEHICULAR NOISE DAY= 63.0 Leq EVENING= 61.9 Leq NIGHT= 56.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 64.8 CNEL= 65.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 22 48 104 CNEL: 24 53 113 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 25 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: JEFFERSON AVE Analyst AN Segment: MIRALOMA AVE TO ORANGETH Date: ADT 11,300 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 667 16 4 512 13 3 158 4 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -2.5 -18.6 -24.6 -3.7 -19.7 -25.7 -8.8 -24.8 -30.8 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.0 56.6 55.8 61.8 55.5 54.6 56.7 50.4 49.6 VEHICULAR NOISE DAY= 64.5 Leq EVENING= 63.3 Leq NIGHT= 58.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.2 CNEL= 66.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 28 60 130 CNEL: 30 66 141 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 26 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KAISER BLVD Analyst AN Segment: ROOSEVELT RD TO WEIR CYN RDate: ADT 3,200 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 189 5 1 145 4 1 45 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -7.3 -23.4 -29.4 -8.5 -24.5 -30.6 -13.6 -29.6 -35.6 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 55.1 49.7 49.3 54.0 48.5 48.1 48.9 43.4 43.1 VEHICULAR NOISE DAY= 57.0 Leq EVENING= 55.9 Leq NIGHT= 50.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 58.7 CNEL= 59.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 9 19 41 CNEL: 10 21 45 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 27 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: GILBERT ST TO BROOKHURST SDate: ADT 45,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2685 66 17 2060 51 13 638 16 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.5 -13.6 -19.6 1.3 -14.8 -20.8 -3.8 -19.9 -25.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.7 67.0 65.5 73.6 65.8 64.3 68.5 60.7 59.2 VEHICULAR NOISE DAY= 75.8 Leq EVENING= 74.7 Leq NIGHT= 69.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.6 CNEL= 78.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 159 343 740 CNEL: 174 375 807 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 28 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: BROOKHURST ST TO NUTWOO Date: ADT 38,800 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2290 57 14 1756 43 11 544 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.8 -14.3 -20.3 0.6 -15.5 -21.5 -4.5 -20.6 -26.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.1 66.3 64.8 72.9 65.1 63.6 67.8 60.0 58.5 VEHICULAR NOISE DAY= 75.1 Leq EVENING= 74.0 Leq NIGHT= 68.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.9 CNEL= 77.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 143 309 665 CNEL: 156 337 726 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 29 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: NUTWOOD ST TO EUCLID ST Date: ADT 51,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3027 75 19 2322 57 14 719 18 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.0 -13.1 -19.1 1.8 -14.2 -20.3 -3.3 -19.3 -25.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.3 67.5 66.0 74.1 66.3 64.8 69.0 61.2 59.7 VEHICULAR NOISE DAY= 76.4 Leq EVENING= 75.2 Leq NIGHT= 70.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.1 CNEL= 78.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 173 372 801 CNEL: 188 406 874 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 30 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: EUCLID ST TO NINTH ST Date: ADT 45,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2685 66 17 2060 51 13 638 16 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.5 -13.6 -19.6 1.3 -14.8 -20.8 -3.8 -19.9 -25.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.7 67.0 65.5 73.6 65.8 64.3 68.5 60.7 59.2 VEHICULAR NOISE DAY= 75.8 Leq EVENING= 74.7 Leq NIGHT= 69.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.6 CNEL= 78.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 159 343 740 CNEL: 174 375 807 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 31 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: NINTH ST TO WALNUT ST Date: ADT 44,600 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2632 65 16 2019 50 12 625 15 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.4 -13.7 -19.7 1.2 -14.9 -20.9 -3.9 -19.9 -26.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.7 66.9 65.4 73.5 65.7 64.2 68.4 60.6 59.1 VEHICULAR NOISE DAY= 75.7 Leq EVENING= 74.6 Leq NIGHT= 69.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.5 CNEL= 78.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 157 339 730 CNEL: 172 370 796 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 32 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: WALNUT ST TO DISNEYLAND D Date: ADT 55,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3269 81 20 2508 62 16 776 19 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.3 -12.8 -18.8 2.2 -13.9 -19.9 -2.9 -19.0 -25.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.6 67.8 66.3 74.4 66.7 65.2 69.4 61.6 60.1 VEHICULAR NOISE DAY= 76.7 Leq EVENING= 75.5 Leq NIGHT= 70.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.4 CNEL= 79.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 182 392 844 CNEL: 198 427 920 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 33 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: DISNEYLAND DR TO HARBOR BDate: ADT 71,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 4190 104 26 3214 80 20 995 25 6 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 4.4 -11.7 -17.7 3.2 -12.8 -18.9 -1.9 -17.9 -23.9 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 34 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: HARBOR BLVD TO CLEMENTINEDate: ADT 62,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3688 91 23 2829 70 18 876 22 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.8 -12.2 -18.3 2.7 -13.4 -19.4 -2.4 -18.5 -24.5 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 35 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: CLEMENTINE ST TO ANAHEIM BDate: ADT 66,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3936 97 24 3019 75 19 935 23 6 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 4.1 -12.0 -18.0 3.0 -13.1 -19.1 -2.1 -18.2 -24.2 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 36 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: ANAHEIM BLVD TO I-5 Date: ADT 78,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 4644 115 29 3562 88 22 1103 27 7 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 4.8 -11.2 -17.3 3.7 -12.4 -18.4 -1.4 -17.5 -23.5 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 37 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: I-5 TO LEWIS ST Date: ADT 95,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 5659 140 35 4341 107 27 1344 33 8 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 5.7 -10.4 -16.4 4.5 -11.5 -17.5 -0.6 -16.6 -22.6 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 38 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: LEWIS ST TO STATE COLLEGE Date: ADT 84,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 4986 123 31 3825 95 24 1184 29 7 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 5.1 -10.9 -16.9 4.0 -12.1 -18.1 -1.1 -17.2 -23.2 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 39 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: STATE COLLEGE BLVD TO HOWDate: ADT 81,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 4803 119 30 3685 91 23 1141 28 7 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 5.0 -11.1 -17.1 3.8 -12.2 -18.3 -1.3 -17.3 -23.4 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 40 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: HOWELL AVE TO ORANGE FWYDate: ADT 90,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 5340 132 33 4097 101 25 1268 31 8 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 5.4 -10.6 -16.6 4.3 -11.8 -17.8 -0.8 -16.9 -22.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 77.7 69.9 68.4 76.6 68.8 67.3 71.5 63.7 62.2 VEHICULAR NOISE DAY= 78.8 Leq EVENING= 77.7 Leq NIGHT= 72.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 80.5 CNEL= 81.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: [PHONE REDACTED] CNEL: [PHONE REDACTED] RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 41 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KATELLA AVE Analyst AN Segment: ORANGE FWY TO SANTA ANA FDate: ADT 65,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3865 96 24 2965 73 18 918 23 6 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 4.0 -12.0 -18.1 2.9 -13.2 -19.2 -2.2 -18.3 -24.3 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 76.3 68.5 67.0 75.2 67.4 65.9 70.1 62.3 60.8 VEHICULAR NOISE DAY= 77.4 Leq EVENING= 76.3 Leq NIGHT= 71.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 79.1 CNEL= 79.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 203 438 943 CNEL: [PHONE REDACTED] RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 42 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KELLOGG DR Analyst AN Segment: LA PALMA AVE TO ORANGETHODate: ADT 10,800 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 637 16 4 489 12 3 151 4 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -3.3 -19.3 -25.4 -4.4 -20.5 -26.5 -9.5 -25.6 -31.6 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.1 58.0 56.8 63.9 56.8 55.7 58.9 51.7 50.6 VEHICULAR NOISE DAY= 66.4 Leq EVENING= 65.2 Leq NIGHT= 60.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.1 CNEL= 68.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 37 80 173 CNEL: 41 88 189 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 43 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KELLOGG DR Analyst AN Segment: ORANGETHORPE AVE TO CL N/Date: ADT 14,800 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 873 22 5 670 17 4 207 5 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -1.9 -18.0 -24.0 -3.1 -19.1 -25.2 -8.2 -24.2 -30.2 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.5 59.4 58.2 65.3 58.2 57.0 60.2 53.1 51.9 VEHICULAR NOISE DAY= 67.7 Leq EVENING= 66.6 Leq NIGHT= 61.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.5 CNEL= 70.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 46 99 214 CNEL: 50 108 233 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 44 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KNOTT AVE Analyst AN Segment: CERRITOS AVE TO BALL RD Date: ADT 24,200 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1428 35 9 1095 27 7 339 8 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -0.3 -16.4 -22.4 -1.4 -17.5 -23.5 -6.5 -22.6 -28.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.0 64.2 62.7 70.9 63.1 61.6 65.8 58.0 56.5 VEHICULAR NOISE DAY= 73.1 Leq EVENING= 71.9 Leq NIGHT= 66.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 74.8 CNEL= 75.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 105 225 486 CNEL: 114 246 530 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 45 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KNOTT AVE Analyst AN Segment: BALL RD TO ORANGE AVE Date: ADT 30,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1788 44 11 1372 34 8 425 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.7 -15.4 -21.4 -0.5 -16.5 -22.6 -5.6 -21.6 -27.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.0 65.2 63.7 71.8 64.0 62.5 66.7 58.9 57.4 VEHICULAR NOISE DAY= 74.1 Leq EVENING= 72.9 Leq NIGHT= 67.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.8 CNEL= 76.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 122 262 564 CNEL: 133 286 615 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 46 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KNOTT AVE Analyst AN Segment: ORANGE AVE TO LINCOLN AVE Date: ADT 32,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1930 48 12 1480 37 9 458 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.0 -15.0 -21.1 -0.1 -16.2 -22.2 -5.2 -21.3 -27.3 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.3 65.5 64.0 72.2 64.4 62.9 67.1 59.3 57.8 VEHICULAR NOISE DAY= 74.4 Leq EVENING= 73.2 Leq NIGHT= 68.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.1 CNEL= 76.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 128 276 594 CNEL: 140 301 648 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 47 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KRAEMER BLVD Analyst AN Segment: RIVERSIDE FWY TO LA PALMA ADate: ADT 53,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3145 78 19 2413 60 15 747 18 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.1 -12.9 -18.9 2.0 -14.1 -20.1 -3.1 -19.2 -25.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.4 67.6 66.1 74.3 66.5 65.0 69.2 61.4 59.9 VEHICULAR NOISE DAY= 76.5 Leq EVENING= 75.4 Leq NIGHT= 70.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.2 CNEL= 78.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 177 382 822 CNEL: 193 416 897 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 48 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KRAEMER BLVD Analyst AN Segment: LA PALMA AVE TO CORONADO Date: ADT 34,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2048 51 13 1571 39 10 486 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.3 -14.8 -20.8 0.1 -15.9 -22.0 -5.0 -21.0 -27.1 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.6 65.8 64.3 72.4 64.6 63.1 67.3 59.5 58.0 VEHICULAR NOISE DAY= 74.7 Leq EVENING= 73.5 Leq NIGHT= 68.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.4 CNEL= 76.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 133 287 618 CNEL: 145 313 674 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 49 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 1 Roadway: KRAEMER BLVD Analyst AN Segment: CORONADO ST TO MIRALOMA ADate: ADT 33,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1977 49 12 1516 38 9 469 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.1 -14.9 -21.0 0.0 -16.1 -22.1 -5.1 -21.2 -27.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.4 65.6 64.1 72.3 64.5 63.0 67.2 59.4 57.9 VEHICULAR NOISE DAY= 74.5 Leq EVENING= 73.3 Leq NIGHT= 68.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.2 CNEL= 76.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 130 280 603 CNEL: 142 305 658 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 50 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: KRAEMER BLVD Analyst AN Segment: MIRALOMA AVE TO LA JOLLA STDate: ADT 33,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1947 48 12 1494 37 9 462 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.1 -15.0 -21.0 -0.1 -16.2 -22.2 -5.2 -21.3 -27.3 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.3 65.6 64.1 72.2 64.4 62.9 67.1 59.3 57.8 VEHICULAR NOISE DAY= 74.4 Leq EVENING= 73.3 Leq NIGHT= 68.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.2 CNEL= 76.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 129 277 597 CNEL: 140 302 651 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 1 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: KRAEMER BLVD Analyst AN Segment: LA JOLLA ST TO ORANGETHOR Date: ADT 32,200 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1900 47 12 1458 36 9 451 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.9 -15.1 -21.1 -0.2 -16.3 -22.3 -5.3 -21.4 -27.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.2 65.5 64.0 72.1 64.3 62.8 67.0 59.2 57.7 VEHICULAR NOISE DAY= 74.3 Leq EVENING= 73.2 Leq NIGHT= 68.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.1 CNEL= 76.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 127 273 587 CNEL: 138 297 641 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 2 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: KRAEMER BLVD Analyst AN Segment: ORANGETHORPE AVE TO CROWDate: ADT 23,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1398 35 9 1073 27 7 332 8 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -0.4 -16.4 -22.5 -1.5 -17.6 -23.6 -6.6 -22.7 -28.7 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 71.9 64.1 62.6 70.8 63.0 61.5 65.7 57.9 56.4 VEHICULAR NOISE DAY= 73.0 Leq EVENING= 71.8 Leq NIGHT= 66.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 74.7 CNEL= 75.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 103 222 479 CNEL: 113 243 522 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 3 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA JOLLA ST Analyst AN Segment: BLUE GUM ST TO KRAEMER BL Date: ADT 5,400 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 319 8 2 244 6 2 76 2 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -5.0 -21.1 -27.1 -6.2 -22.3 -28.3 -11.3 -27.4 -33.4 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 57.4 51.9 51.6 56.3 50.8 50.4 51.2 45.7 45.3 VEHICULAR NOISE DAY= 59.3 Leq EVENING= 58.1 Leq NIGHT= 53.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 61.0 CNEL= 61.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 13 27 58 CNEL: 14 30 64 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 4 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: DALE AVE TO MAGNOLIA AVE Date: ADT 30,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1788 44 11 1372 34 8 425 11 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.2 -14.9 -20.9 0.0 -16.0 -22.0 -5.0 -21.1 -27.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.6 62.5 61.3 68.4 61.3 60.1 63.3 56.2 55.0 VEHICULAR NOISE DAY= 70.9 Leq EVENING= 69.7 Leq NIGHT= 64.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.6 CNEL= 73.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 74 160 345 CNEL: 81 175 376 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 5 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: MAGNOLIA AVE TO GILBERT STDate: ADT 23,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1375 34 9 1055 26 7 326 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.1 -16.0 -22.0 -1.1 -17.2 -23.2 -6.2 -22.3 -28.3 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.4 61.3 60.1 67.3 60.2 59.0 62.2 55.1 53.9 VEHICULAR NOISE DAY= 69.7 Leq EVENING= 68.6 Leq NIGHT= 63.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.4 CNEL= 72.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 62 134 289 CNEL: 68 146 316 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 6 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: GILBERT ST TO BROOKHURST SDate: ADT 26,700 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1576 39 10 1209 30 7 374 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.6 -15.4 -21.4 -0.5 -16.6 -22.6 -5.6 -21.7 -27.7 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.0 61.9 60.7 67.9 60.8 59.6 62.8 55.7 54.5 VEHICULAR NOISE DAY= 70.3 Leq EVENING= 69.2 Leq NIGHT= 64.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.0 CNEL= 72.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 68 147 317 CNEL: 74 160 346 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 7 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: BROOKHURST ST TO ANAHEIM Date: ADT 23,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1363 34 8 1046 26 6 324 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.0 -16.0 -22.1 -1.1 -17.2 -23.2 -6.2 -22.3 -28.3 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.4 61.3 60.1 67.2 60.1 59.0 62.2 55.0 53.9 VEHICULAR NOISE DAY= 69.7 Leq EVENING= 68.5 Leq NIGHT= 63.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.4 CNEL= 72.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 62 134 288 CNEL: 68 146 314 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 8 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: ANAHEIM SHORES DR TO EUCLDate: ADT 21,800 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1286 32 8 987 24 6 305 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -0.2 -16.3 -22.3 -1.4 -17.4 -23.5 -6.5 -22.5 -28.6 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.1 61.0 59.9 67.0 59.9 58.7 61.9 54.8 53.6 VEHICULAR NOISE DAY= 69.4 Leq EVENING= 68.3 Leq NIGHT= 63.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.1 CNEL= 71.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 60 128 277 CNEL: 65 140 302 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 9 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: EUCLID ST TO WEST ST Date: ADT 24,900 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1469 36 9 1127 28 7 349 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.3 -15.7 -21.7 -0.8 -16.9 -22.9 -5.9 -22.0 -28.0 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.7 61.6 60.4 67.6 60.5 59.3 62.5 55.4 54.2 VEHICULAR NOISE DAY= 70.0 Leq EVENING= 68.9 Leq NIGHT= 63.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.7 CNEL= 72.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 65 140 302 CNEL: 71 153 330 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 10 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: WEST ST TO HARBOR BLVD Date: ADT 25,600 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1511 37 9 1159 29 7 359 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.5 -15.6 -21.6 -0.7 -16.8 -22.8 -5.8 -21.8 -27.9 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.8 61.7 60.6 67.7 60.6 59.4 62.6 55.5 54.3 VEHICULAR NOISE DAY= 70.1 Leq EVENING= 69.0 Leq NIGHT= 63.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.8 CNEL= 72.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 66 143 308 CNEL: 72 156 336 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 11 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: HARBOR BLVD TO ANAHEIM BL Date: ADT 27,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1623 40 10 1245 31 8 385 10 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.3 -15.8 -21.8 -0.9 -17.0 -23.0 -6.0 -22.0 -28.1 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.6 64.8 63.3 71.4 63.6 62.1 66.3 58.5 57.0 VEHICULAR NOISE DAY= 73.6 Leq EVENING= 72.5 Leq NIGHT= 67.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.4 CNEL= 75.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 114 245 529 CNEL: 124 268 577 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 12 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: ANAHEIM BLVD TO OLIVE ST Date: ADT 24,700 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1458 36 9 1118 28 7 346 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.3 -15.8 -21.8 -0.8 -16.9 -22.9 -5.9 -22.0 -28.0 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.7 61.6 60.4 67.5 60.4 59.2 62.4 55.3 54.2 VEHICULAR NOISE DAY= 70.0 Leq EVENING= 68.8 Leq NIGHT= 63.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.7 CNEL= 72.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 65 140 301 CNEL: 71 152 328 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 13 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: OLIVE ST TO EAST ST Date: ADT 26,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1552 38 10 1191 29 7 368 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.6 -15.5 -21.5 -0.6 -16.6 -22.7 -5.7 -21.7 -27.7 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.0 61.8 60.7 67.8 60.7 59.5 62.7 55.6 54.4 VEHICULAR NOISE DAY= 70.2 Leq EVENING= 69.1 Leq NIGHT= 64.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.0 CNEL= 72.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 68 146 314 CNEL: 74 159 342 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 14 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: EAST ST TO ACACIA ST Date: ADT 26,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1540 38 10 1181 29 7 366 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.5 -15.5 -21.5 -0.6 -16.7 -22.7 -5.7 -21.8 -27.8 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.9 61.8 60.6 67.8 60.7 59.5 62.7 55.6 54.4 VEHICULAR NOISE DAY= 70.2 Leq EVENING= 69.1 Leq NIGHT= 64.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.9 CNEL= 72.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 67 145 312 CNEL: 73 158 340 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 15 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: ACACIA ST TO STATE COLLEGEDate: ADT 23,000 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1357 34 8 1041 26 6 322 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.0 -16.1 -22.1 -1.2 -17.2 -23.2 -6.2 -22.3 -28.3 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.4 61.3 60.1 67.2 60.1 58.9 62.1 55.0 53.8 VEHICULAR NOISE DAY= 69.7 Leq EVENING= 68.5 Leq NIGHT= 63.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.4 CNEL= 71.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 62 133 287 CNEL: 67 145 313 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 16 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: STATE COLLEGE BLVD TO SUN Date: ADT 23,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1387 34 9 1064 26 7 329 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.1 -16.0 -22.0 -1.1 -17.1 -23.1 -6.2 -22.2 -28.2 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.5 61.4 60.2 67.3 60.2 59.0 62.2 55.1 53.9 VEHICULAR NOISE DAY= 69.8 Leq EVENING= 68.6 Leq NIGHT= 63.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.5 CNEL= 72.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 63 135 291 CNEL: 68 147 317 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 17 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: SUNKIST ST TO BLUE GUM ST Date: ADT 18,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1068 26 7 819 20 5 254 6 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -1.0 -17.1 -23.1 -2.2 -18.3 -24.3 -7.3 -23.4 -29.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 67.3 60.2 59.1 66.2 59.1 57.9 61.1 54.0 52.8 VEHICULAR NOISE DAY= 68.6 Leq EVENING= 67.5 Leq NIGHT= 62.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.3 CNEL= 70.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 53 113 244 CNEL: 57 124 267 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 18 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: BLUE GUM ST TO KRAEMER BL Date: ADT 20,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1204 30 7 923 23 6 286 7 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -1.0 -17.1 -23.1 -2.2 -18.2 -24.3 -7.3 -23.3 -29.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 71.3 63.5 62.0 70.1 62.3 60.8 65.0 57.2 55.7 VEHICULAR NOISE DAY= 72.3 Leq EVENING= 71.2 Leq NIGHT= 66.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 74.1 CNEL= 74.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 93 201 433 CNEL: 102 219 473 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 19 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: KRAEMER BLVD TO MILLER ST Date: ADT 28,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1682 42 10 1290 32 8 399 10 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.4 -15.6 -21.7 -0.7 -16.8 -22.8 -5.8 -21.9 -27.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.7 64.9 63.4 71.6 63.8 62.3 66.5 58.7 57.2 VEHICULAR NOISE DAY= 73.8 Leq EVENING= 72.6 Leq NIGHT= 67.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.5 CNEL= 76.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 117 251 542 CNEL: 127 274 591 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 20 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: MILLER ST TO TUSTIN AVE Date: ADT 31,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1847 46 11 1417 35 9 439 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.8 -15.2 -21.3 -0.3 -16.4 -22.4 -5.4 -21.5 -27.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.1 65.3 63.8 72.0 64.2 62.7 66.9 59.1 57.6 VEHICULAR NOISE DAY= 74.2 Leq EVENING= 73.1 Leq NIGHT= 68.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.9 CNEL= 76.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 124 268 576 CNEL: 135 292 629 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 21 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: TUSTIN AVE TO VAN BUREN ST Date: ADT 33,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1965 49 12 1507 37 9 467 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.1 -15.0 -21.0 -0.1 -16.1 -22.1 -5.1 -21.2 -27.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.4 65.6 64.1 72.2 64.4 62.9 67.1 59.4 57.9 VEHICULAR NOISE DAY= 74.5 Leq EVENING= 73.3 Leq NIGHT= 68.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.2 CNEL= 76.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 129 279 601 CNEL: 141 304 655 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 22 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: VAN BUREN ST TO RICHFIELD RDate: ADT 27,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1646 41 10 1263 31 8 391 10 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.3 -15.7 -21.8 -0.8 -16.9 -22.9 -5.9 -22.0 -28.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.6 64.8 63.3 71.5 63.7 62.2 66.4 58.6 57.1 VEHICULAR NOISE DAY= 73.7 Leq EVENING= 72.6 Leq NIGHT= 67.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.4 CNEL= 76.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 115 248 534 CNEL: 125 270 583 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 23 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: RICHFIELD RD TO LAKEVIEW AVDate: ADT 22,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1316 33 8 1009 25 6 312 8 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -0.6 -16.7 -22.7 -1.8 -17.9 -23.9 -6.9 -23.0 -29.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 71.6 63.9 62.4 70.5 62.7 61.2 65.4 57.6 56.1 VEHICULAR NOISE DAY= 72.7 Leq EVENING= 71.6 Leq NIGHT= 66.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 74.5 CNEL= 75.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 99 213 460 CNEL: 108 233 502 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 24 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: LAKEVIEW AVE TO KELLOGG D Date: ADT 25,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1493 37 9 1145 28 7 354 9 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -0.1 -16.2 -22.2 -1.2 -17.3 -23.3 -6.3 -22.4 -28.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.2 64.4 62.9 71.0 63.3 61.8 66.0 58.2 56.7 VEHICULAR NOISE DAY= 73.3 Leq EVENING= 72.1 Leq NIGHT= 67.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.0 CNEL= 75.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 108 232 500 CNEL: 118 253 546 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 25 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: KELLOGG DR TO IMPERIAL HWYDate: ADT 20,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1233 31 8 946 23 6 293 7 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -0.9 -17.0 -23.0 -2.1 -18.1 -24.2 -7.2 -23.2 -29.3 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 71.4 63.6 62.1 70.2 62.4 60.9 65.1 57.3 55.8 VEHICULAR NOISE DAY= 72.5 Leq EVENING= 71.3 Leq NIGHT= 66.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 74.2 CNEL= 74.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 95 204 440 CNEL: 104 223 480 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 26 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: IMPERIAL HWY TO FAIRMONT BDate: ADT 30,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1800 45 11 1381 34 9 427 11 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.2 -14.8 -20.9 0.1 -16.0 -22.0 -5.0 -21.1 -27.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.6 62.5 61.3 68.5 61.3 60.2 63.4 56.2 55.1 VEHICULAR NOISE DAY= 70.9 Leq EVENING= 69.7 Leq NIGHT= 64.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.6 CNEL= 73.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 75 161 346 CNEL: 81 175 378 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 27 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: FAIRMONT BLVD TO YORBA LINDate: ADT 15,400 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 909 22 6 697 17 4 216 5 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -1.7 -17.8 -23.8 -2.9 -19.0 -25.0 -8.0 -24.1 -30.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.6 59.5 58.3 65.5 58.4 57.2 60.4 53.3 52.1 VEHICULAR NOISE DAY= 67.9 Leq EVENING= 66.8 Leq NIGHT= 61.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.6 CNEL= 70.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 47 102 219 CNEL: 52 111 239 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 28 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA AVE Analyst AN Segment: YORBA LINDA BLVD TO EAST C Date: ADT 25,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1493 37 9 1145 28 7 354 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.4 -15.7 -21.7 -0.7 -16.8 -22.8 -5.8 -21.9 -27.9 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.8 61.7 60.5 67.6 60.5 59.4 62.5 55.4 54.3 VEHICULAR NOISE DAY= 70.1 Leq EVENING= 68.9 Leq NIGHT= 63.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.8 CNEL= 72.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 66 142 306 CNEL: 72 155 333 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 29 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LA PALMA PARK WY Analyst AN Segment: LA PALMA AVE TO HARBOR BLVDate: ADT 1,300 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 77 2 0 59 1 0 18 0 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -11.2 -27.3 -33.3 -12.4 -28.4 -34.5 -17.5 -33.5 -39.6 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 51.2 45.8 45.4 50.1 44.6 44.2 45.0 39.5 39.1 VEHICULAR NOISE DAY= 53.1 Leq EVENING= 52.0 Leq NIGHT= 46.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 54.8 CNEL= 55.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 5 11 23 CNEL: 5 11 25 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 30 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LAKEVIEW AVE Analyst AN Segment: SANTA ANA CYN RD TO LA PAL Date: ADT 38,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2260 56 14 1734 43 11 537 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.7 -14.4 -20.4 0.6 -15.5 -21.5 -4.5 -20.6 -26.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.0 66.2 64.7 72.8 65.1 63.6 67.8 60.0 58.5 VEHICULAR NOISE DAY= 75.1 Leq EVENING= 73.9 Leq NIGHT= 68.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.8 CNEL= 77.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 142 306 660 CNEL: 155 334 720 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 31 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LAKEVIEW AVE Analyst AN Segment: LA PALMA AVE TO ORANGETHODate: ADT 20,000 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1180 29 7 905 22 6 280 7 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -0.6 -16.7 -22.7 -1.8 -17.8 -23.8 -6.9 -22.9 -28.9 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 67.8 60.7 59.5 66.6 59.5 58.3 61.5 54.4 53.2 VEHICULAR NOISE DAY= 69.1 Leq EVENING= 67.9 Leq NIGHT= 62.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.8 CNEL= 71.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 56 121 261 CNEL: 61 132 285 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 32 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LAKEVIEW AVE Analyst AN Segment: ORANGETHORPE AVE TO NORTDate: ADT 41,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2425 60 15 1860 46 12 576 14 4 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 2.5 -13.5 -19.6 1.4 -14.7 -20.7 -3.7 -19.8 -25.8 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 70.9 63.8 62.6 69.7 62.6 61.5 64.7 57.5 56.4 VEHICULAR NOISE DAY= 72.2 Leq EVENING= 71.0 Leq NIGHT= 65.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 73.9 CNEL= 74.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 91 196 422 CNEL: 99 214 461 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 33 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LANDON DR Analyst AN Segment: MANASSERO ST TO KELLOGG DDate: ADT 900 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 53 1 0 41 1 0 13 0 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -12.8 -28.9 -34.9 -14.0 -30.0 -36.1 -19.1 -35.1 -41.2 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 49.6 44.2 43.8 48.5 43.0 42.6 43.4 37.9 37.5 VEHICULAR NOISE DAY= 51.5 Leq EVENING= 50.4 Leq NIGHT= 45.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 53.2 CNEL= 53.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 4 8 18 CNEL: 4 9 19 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 34 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LEWIS ST Analyst AN Segment: CHAPMAN AVE TO ORANGEWODate: ADT 15,600 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 921 23 6 706 17 4 219 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.1 -17.2 -23.2 -2.3 -18.3 -24.3 -7.4 -23.4 -29.4 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.4 58.0 57.2 63.2 56.9 56.0 58.1 51.8 51.0 VEHICULAR NOISE DAY= 65.9 Leq EVENING= 64.7 Leq NIGHT= 59.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.6 CNEL= 68.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 35 75 161 CNEL: 38 81 175 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 35 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LEWIS ST Analyst AN Segment: ANAHEIM WAY TO KATELLA AVEDate: ADT 19,900 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1174 29 7 901 22 6 279 7 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 0.0 -16.1 -22.1 -1.2 -17.3 -23.3 -6.3 -22.4 -28.4 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.4 59.1 58.3 64.3 57.9 57.1 59.2 52.8 52.0 VEHICULAR NOISE DAY= 66.9 Leq EVENING= 65.8 Leq NIGHT= 60.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.7 CNEL= 69.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 41 88 189 CNEL: 44 96 206 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 36 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LEWIS ST Analyst AN Segment: KATELLA AVE TO CERRITOS AVDate: ADT 24,400 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1440 36 9 1105 27 7 342 8 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 0.8 -15.2 -21.2 -0.3 -16.4 -22.4 -5.4 -21.5 -27.5 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.3 59.9 59.1 65.1 58.8 58.0 60.0 53.7 52.9 VEHICULAR NOISE DAY= 67.8 Leq EVENING= 66.7 Leq NIGHT= 61.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.6 CNEL= 70.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 47 101 217 CNEL: 51 110 236 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 37 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LEWIS ST Analyst AN Segment: CERRITOS AVE TO BALL RD Date: ADT 15,800 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 932 23 6 715 18 4 221 5 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -1.6 -17.7 -23.7 -2.8 -18.8 -24.9 -7.9 -23.9 -30.0 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.7 59.6 58.5 65.6 58.5 57.3 60.5 53.4 52.2 VEHICULAR NOISE DAY= 68.0 Leq EVENING= 66.9 Leq NIGHT= 61.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.7 CNEL= 70.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 48 104 223 CNEL: 52 113 244 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 38 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: KNOTT AVE TO WESTERN AVE Date: ADT 37,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2236 55 14 1716 42 11 531 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.7 -14.4 -20.4 0.5 -15.6 -21.6 -4.6 -20.7 -26.7 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.0 66.2 64.7 72.8 65.0 63.5 67.7 59.9 58.4 VEHICULAR NOISE DAY= 75.0 Leq EVENING= 73.9 Leq NIGHT= 68.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.8 CNEL= 77.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 141 304 655 CNEL: 154 332 714 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 39 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: WESTERN AVE TO BEACH ADT 44,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2614 65 16 2005 50 12 621 15 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.3 -13.7 -19.8 1.2 -14.9 -20.9 -3.9 -20.0 -26.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.6 66.8 65.3 73.5 65.7 64.2 68.4 60.6 59.1 VEHICULAR NOISE DAY= 75.7 Leq EVENING= 74.6 Leq NIGHT= 69.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.4 CNEL= 78.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 157 337 727 CNEL: 171 368 793 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 40 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: BEACH BLVD TO DALE AVE Date: ADT 23,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1357 34 8 1041 26 6 322 8 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -0.5 -16.6 -22.6 -1.7 -17.7 -23.7 -6.8 -22.8 -28.8 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 71.8 64.0 62.5 70.6 62.8 61.3 65.5 57.7 56.2 VEHICULAR NOISE DAY= 72.9 Leq EVENING= 71.7 Leq NIGHT= 66.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 74.6 CNEL= 75.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 101 218 469 CNEL: 110 238 512 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 41 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: DALE AVE TO MAGNOLIA AVE Date: ADT 27,100 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1599 40 10 1227 30 8 380 9 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.2 -15.9 -21.9 -1.0 -17.0 -23.0 -6.0 -22.1 -28.1 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.5 64.7 63.2 71.3 63.6 62.1 66.2 58.5 57.0 VEHICULAR NOISE DAY= 73.6 Leq EVENING= 72.4 Leq NIGHT= 67.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.3 CNEL= 75.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 113 243 524 CNEL: 123 265 571 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 42 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: MAGNOLIA AVE TO GILBERT STDate: ADT 30,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1770 44 11 1358 34 8 420 10 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.6 -15.4 -21.4 -0.5 -16.6 -22.6 -5.6 -21.7 -27.7 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.9 65.1 63.6 71.8 64.0 62.5 66.7 58.9 57.4 VEHICULAR NOISE DAY= 74.0 Leq EVENING= 72.9 Leq NIGHT= 67.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.7 CNEL= 76.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 121 260 560 CNEL: 132 284 611 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 43 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: GILBERT ST TO BROOKHURST SDate: ADT 34,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2030 50 13 1557 39 10 482 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.2 -14.8 -20.8 0.1 -16.0 -22.0 -5.0 -21.1 -27.1 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.5 65.7 64.2 72.4 64.6 63.1 67.3 59.5 58.0 VEHICULAR NOISE DAY= 74.6 Leq EVENING= 73.5 Leq NIGHT= 68.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.3 CNEL= 76.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 132 285 614 CNEL: 144 311 670 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 44 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: BROOKHURST ST TO MULLER SDate: ADT 30,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1788 44 11 1372 34 8 425 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.7 -15.4 -21.4 -0.5 -16.5 -22.6 -5.6 -21.6 -27.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.0 65.2 63.7 71.8 64.0 62.5 66.7 58.9 57.4 VEHICULAR NOISE DAY= 74.1 Leq EVENING= 72.9 Leq NIGHT= 67.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.8 CNEL= 76.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 122 262 564 CNEL: 133 286 615 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 45 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: MULLER ST TO EUCLID ST Date: ADT 41,200 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2431 60 15 1865 46 12 577 14 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.0 -14.0 -20.1 0.9 -15.2 -21.2 -4.2 -20.3 -26.3 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.3 66.5 65.0 73.2 65.4 63.9 68.1 60.3 58.8 VEHICULAR NOISE DAY= 75.4 Leq EVENING= 74.2 Leq NIGHT= 69.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.1 CNEL= 77.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 149 321 692 CNEL: 163 351 755 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 46 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: EUCLID ST TO MANCHESTER AVDate: ADT 39,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2343 58 14 1797 44 11 556 14 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.9 -14.2 -20.2 0.7 -15.4 -21.4 -4.4 -20.5 -26.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.2 66.4 64.9 73.0 65.2 63.7 67.9 60.1 58.6 VEHICULAR NOISE DAY= 75.2 Leq EVENING= 74.1 Leq NIGHT= 69.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.0 CNEL= 77.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 146 314 675 CNEL: 159 342 737 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 47 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: MANCHESTER AVE TO WEST STDate: ADT 37,600 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2219 55 14 1702 42 11 527 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.6 -14.4 -20.5 0.5 -15.6 -21.6 -4.6 -20.7 -26.7 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.9 66.1 64.6 72.8 65.0 63.5 67.7 59.9 58.4 VEHICULAR NOISE DAY= 75.0 Leq EVENING= 73.9 Leq NIGHT= 68.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.7 CNEL= 77.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 140 302 651 CNEL: 153 330 711 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 48 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: WEST ST TO HARBOR BLVD Date: ADT 31,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1882 47 12 1444 36 9 447 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.9 -15.2 -21.2 -0.2 -16.3 -22.3 -5.3 -21.4 -27.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.2 65.4 63.9 72.1 64.3 62.8 67.0 59.2 57.7 VEHICULAR NOISE DAY= 74.3 Leq EVENING= 73.1 Leq NIGHT= 68.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.0 CNEL= 76.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 126 271 584 CNEL: 137 296 637 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 49 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: HARBOR BLVD TO ANAHEIM BL Date: ADT 31,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1829 45 11 1403 35 9 434 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.8 -15.3 -21.3 -0.4 -16.4 -22.5 -5.5 -21.5 -27.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.1 65.3 63.8 71.9 64.1 62.6 66.8 59.0 57.5 VEHICULAR NOISE DAY= 74.2 Leq EVENING= 73.0 Leq NIGHT= 67.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.9 CNEL= 76.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 123 266 573 CNEL: 135 290 625 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 50 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: ANAHEIM BLVD TO OLIVE ST Date: ADT 26,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1587 39 10 1218 30 8 377 9 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.2 -15.9 -21.9 -1.0 -17.0 -23.1 -6.1 -22.1 -28.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.5 64.7 63.2 71.3 63.5 62.0 66.2 58.4 56.9 VEHICULAR NOISE DAY= 73.5 Leq EVENING= 72.4 Leq NIGHT= 67.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.3 CNEL= 75.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 112 242 521 CNEL: 122 264 569 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 1 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: OLIVE ST TO EAST ST Date: ADT 25,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1505 37 9 1154 29 7 357 9 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -0.1 -16.1 -22.1 -1.2 -17.3 -23.3 -6.3 -22.4 -28.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.2 64.4 62.9 71.1 63.3 61.8 66.0 58.2 56.7 VEHICULAR NOISE DAY= 73.3 Leq EVENING= 72.2 Leq NIGHT= 67.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.0 CNEL= 75.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 108 233 503 CNEL: 118 255 549 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 2 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: EAST ST TO STATE COLLEGE BDate: ADT 35,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2065 51 13 1584 39 10 490 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.3 -14.8 -20.8 0.2 -15.9 -21.9 -4.9 -21.0 -27.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.6 65.8 64.3 72.5 64.7 63.2 67.4 59.6 58.1 VEHICULAR NOISE DAY= 74.7 Leq EVENING= 73.5 Leq NIGHT= 68.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.4 CNEL= 77.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 134 288 621 CNEL: 146 314 678 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 3 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: STATE COLLEGE BLVD TO SUN Date: ADT 38,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2295 57 14 1761 44 11 545 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.8 -14.3 -20.3 0.6 -15.4 -21.5 -4.5 -20.5 -26.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.1 66.3 64.8 72.9 65.1 63.6 67.8 60.0 58.5 VEHICULAR NOISE DAY= 75.2 Leq EVENING= 74.0 Leq NIGHT= 68.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.9 CNEL= 77.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 144 309 666 CNEL: 157 337 727 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 4 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: SUNKIST ST TO ORANGE FWY Date: ADT 49,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2945 73 18 2259 56 14 699 17 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.9 -13.2 -19.2 1.7 -14.4 -20.4 -3.4 -19.5 -25.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.1 67.4 65.9 74.0 66.2 64.7 68.9 61.1 59.6 VEHICULAR NOISE DAY= 76.2 Leq EVENING= 75.1 Leq NIGHT= 70.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 78.0 CNEL= 78.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 169 365 787 CNEL: 185 398 858 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 5 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: ORANGE FWY TO RIO VISTA STDate: ADT 49,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2921 72 18 2241 55 14 694 17 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.8 -13.2 -19.3 1.7 -14.4 -20.4 -3.4 -19.5 -25.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 75.1 67.3 65.8 74.0 66.2 64.7 68.9 61.1 59.6 VEHICULAR NOISE DAY= 76.2 Leq EVENING= 75.0 Leq NIGHT= 70.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.9 CNEL= 78.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 169 363 783 CNEL: 184 396 854 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 6 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LINCOLN AVE Analyst AN Segment: RIO VISTA ST TO EAST CITY LIMDate: ADT 39,800 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2349 58 15 1802 45 11 558 14 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.9 -14.2 -20.2 0.7 -15.3 -21.4 -4.4 -20.4 -26.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.2 66.4 64.9 73.0 65.2 63.7 67.9 60.1 58.6 VEHICULAR NOISE DAY= 75.2 Leq EVENING= 74.1 Leq NIGHT= 69.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.0 CNEL= 77.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 146 314 677 CNEL: 159 343 738 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 7 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LOARA ST Analyst AN Segment: BALL RD TO BROADWAY Date: ADT 8,000 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 472 12 3 362 9 2 112 3 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -3.3 -19.4 -25.4 -4.5 -20.6 -26.6 -9.6 -25.6 -31.7 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 59.1 53.7 53.3 58.0 52.5 52.1 52.9 47.4 47.0 VEHICULAR NOISE DAY= 61.0 Leq EVENING= 59.9 Leq NIGHT= 54.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 62.7 CNEL= 63.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 16 35 76 CNEL: 18 38 83 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 8 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LOARA ST Analyst AN Segment: BROADWAY TO MANCHESTER CDate: ADT 8,800 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 519 13 3 398 10 2 123 3 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -2.9 -19.0 -25.0 -4.1 -20.1 -26.2 -9.2 -25.2 -31.3 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 59.5 54.1 53.7 58.4 52.9 52.5 53.3 47.8 47.4 VEHICULAR NOISE DAY= 61.4 Leq EVENING= 60.3 Leq NIGHT= 55.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 63.1 CNEL= 63.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 17 38 81 CNEL: 19 41 88 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 9 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: LOARA ST Analyst AN Segment: WILSHIRE AVE TO NORTH ST Date: ADT 11,000 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 649 16 4 498 12 3 154 4 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -2.0 -18.0 -24.0 -3.1 -19.2 -25.2 -8.2 -24.3 -30.3 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 60.5 55.0 54.7 59.3 53.9 53.5 54.3 48.8 48.4 VEHICULAR NOISE DAY= 62.4 Leq EVENING= 61.2 Leq NIGHT= 56.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 64.1 CNEL= 64.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 20 44 94 CNEL: 22 48 103 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 10 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MAGIC WAY Analyst AN Segment: WALNUT ST TO DISNEYLAND DDate: ADT 22,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1304 32 8 1000 25 6 310 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -0.2 -16.2 -22.3 -1.3 -17.4 -23.4 -6.4 -22.5 -28.5 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.2 61.1 59.9 67.1 59.9 58.8 62.0 54.8 53.7 VEHICULAR NOISE DAY= 69.5 Leq EVENING= 68.3 Leq NIGHT= 63.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.2 CNEL= 71.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 60 130 279 CNEL: 66 141 305 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 11 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MAGNOLIA AVE Analyst AN Segment: CERRITOS AVE TO BALL RD Date: ADT 24,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1446 36 9 1109 27 7 343 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.3 -15.8 -21.8 -0.9 -16.9 -23.0 -6.0 -22.0 -28.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.7 61.5 60.4 67.5 60.4 59.2 62.4 55.3 54.1 VEHICULAR NOISE DAY= 69.9 Leq EVENING= 68.8 Leq NIGHT= 63.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.7 CNEL= 72.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 64 139 299 CNEL: 70 151 326 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 12 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MAGNOLIA AVE Analyst AN Segment: BALL RD TO ORANGE AVE Date: ADT 24,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1446 36 9 1109 27 7 343 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.3 -15.8 -21.8 -0.9 -16.9 -23.0 -6.0 -22.0 -28.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.7 61.5 60.4 67.5 60.4 59.2 62.4 55.3 54.1 VEHICULAR NOISE DAY= 69.9 Leq EVENING= 68.8 Leq NIGHT= 63.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.7 CNEL= 72.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 64 139 299 CNEL: 70 151 326 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 13 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MAGNOLIA AVE Analyst AN Segment: ORANGE AVE TO BROADWAY Date: ADT 28,700 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1694 42 10 1299 32 8 402 10 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.0 -15.1 -21.1 -0.2 -16.3 -22.3 -5.3 -21.3 -27.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.3 62.2 61.1 68.2 61.1 59.9 63.1 56.0 54.8 VEHICULAR NOISE DAY= 70.6 Leq EVENING= 69.5 Leq NIGHT= 64.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.3 CNEL= 72.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 72 154 332 CNEL: 78 168 363 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 14 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MAGNOLIA AVE Analyst AN Segment: BROADWAY TO LINCOLN AVE Date: ADT 31,900 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1882 47 12 1444 36 9 447 11 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.4 -14.6 -20.7 0.3 -15.8 -21.8 -4.8 -20.9 -26.9 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.8 62.7 61.5 68.6 61.5 60.4 63.6 56.4 55.3 VEHICULAR NOISE DAY= 71.1 Leq EVENING= 69.9 Leq NIGHT= 64.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.8 CNEL= 73.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 77 166 357 CNEL: 84 181 389 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 15 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MAGNOLIA AVE Analyst AN Segment: LINCOLN AVE TO CRESCENT AVDate: ADT 30,800 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1817 45 11 1394 34 9 432 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.8 -15.3 -21.3 -0.4 -16.5 -22.5 -5.5 -21.6 -27.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.0 65.3 63.8 71.9 64.1 62.6 66.8 59.0 57.5 VEHICULAR NOISE DAY= 74.1 Leq EVENING= 73.0 Leq NIGHT= 67.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.9 CNEL= 76.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 123 265 570 CNEL: 134 289 622 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 16 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MAGNOLIA AVE Analyst AN Segment: CRESCENT AVE TO LA PALMA ADate: ADT 38,800 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2290 57 14 1756 43 11 544 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.8 -14.3 -20.3 0.6 -15.5 -21.5 -4.5 -20.6 -26.6 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.1 66.3 64.8 72.9 65.1 63.6 67.8 60.0 58.5 VEHICULAR NOISE DAY= 75.1 Leq EVENING= 74.0 Leq NIGHT= 68.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.9 CNEL= 77.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 143 309 665 CNEL: 156 337 726 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 17 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MAGNOLIA AVE Analyst AN Segment: LA PALMA AVE TO I-5 Date: ADT 45,600 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2691 67 17 2064 51 13 639 16 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.5 -13.6 -19.6 1.3 -14.8 -20.8 -3.8 -19.8 -25.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.8 67.0 65.5 73.6 65.8 64.3 68.5 60.7 59.2 VEHICULAR NOISE DAY= 75.8 Leq EVENING= 74.7 Leq NIGHT= 69.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.6 CNEL= 78.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 160 344 741 CNEL: 174 375 808 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 18 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MANASSERO ST Analyst AN Segment: LA PALMA AVE TO HUNTER AVEDate: ADT 2,900 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 171 4 1 131 3 1 41 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -7.7 -23.8 -29.8 -8.9 -25.0 -31.0 -14.0 -30.1 -36.1 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 54.7 49.2 48.9 53.6 48.1 47.7 48.5 43.0 42.6 VEHICULAR NOISE DAY= 56.6 Leq EVENING= 55.4 Leq NIGHT= 50.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 58.3 CNEL= 58.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 8 18 39 CNEL: 9 20 42 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 19 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MANCHESTER AVE Analyst AN Segment: COMPTON AVE TO ORANGEWODate: ADT 15,000 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 42 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 885 22 5 679 17 4 210 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.3 -17.3 -23.4 -2.4 -18.5 -24.5 -7.5 -23.6 -29.6 Distance 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.4 58.0 57.2 63.2 56.9 56.1 58.1 51.8 51.0 VEHICULAR NOISE DAY= 65.9 Leq EVENING= 64.7 Leq NIGHT= 59.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.6 CNEL= 68.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 35 75 161 CNEL: 38 82 176 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 20 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MANCHESTER AVE Analyst AN Segment: ORANGEWOOD AVE TO KATELLDate: ADT 24,900 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 42 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1469 36 9 1127 28 7 349 9 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 0.9 -15.1 -21.2 -0.2 -16.3 -22.3 -5.3 -21.4 -27.4 Distance 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.6 60.2 59.4 65.4 59.1 58.3 60.3 54.0 53.2 VEHICULAR NOISE DAY= 68.1 Leq EVENING= 66.9 Leq NIGHT= 61.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.8 CNEL= 70.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 49 105 226 CNEL: 53 114 246 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 21 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MANCHESTER AVE Analyst AN Segment: KATELLA AVE TO ANAHEIM BLVDate: ADT 13,300 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 42 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 785 19 5 602 15 4 186 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.8 -17.9 -23.9 -3.0 -19.0 -25.0 -8.0 -24.1 -30.1 Distance 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.8 57.5 56.7 62.7 56.3 55.5 57.6 51.2 50.4 VEHICULAR NOISE DAY= 65.4 Leq EVENING= 64.2 Leq NIGHT= 59.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.1 CNEL= 67.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 32 69 149 CNEL: 35 75 162 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 22 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MANCHESTER AVE Analyst AN Segment: CLEMENTINE ST TO HARBOUR Date: ADT 16,900 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 997 25 6 765 19 5 237 6 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.8 -16.8 -22.8 -1.9 -18.0 -24.0 -7.0 -23.1 -29.1 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.7 58.4 57.5 63.5 57.2 56.4 58.5 52.1 51.3 VEHICULAR NOISE DAY= 66.2 Leq EVENING= 65.1 Leq NIGHT= 60.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.0 CNEL= 68.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 37 79 170 CNEL: 40 86 185 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 23 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MANCHESTER AVE Analyst AN Segment: DISNEYLAND DR TO SANTA ANADate: ADT 10,800 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 637 16 4 489 12 3 151 4 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -2.7 -18.8 -24.8 -3.9 -19.9 -25.9 -8.9 -25.0 -31.0 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.8 56.4 55.6 61.6 55.3 54.5 56.5 50.2 49.4 VEHICULAR NOISE DAY= 64.3 Leq EVENING= 63.1 Leq NIGHT= 58.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.0 CNEL= 66.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 27 58 126 CNEL: 30 64 137 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 24 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MANCHESTER AVE Analyst AN Segment: SANTA ANA ST TO LINCOLN AV Date: ADT 15,500 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 915 23 6 702 17 4 217 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.1 -17.2 -23.2 -2.3 -18.4 -24.4 -7.4 -23.4 -29.5 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.3 58.0 57.2 63.2 56.8 56.0 58.1 51.7 50.9 VEHICULAR NOISE DAY= 65.9 Leq EVENING= 64.7 Leq NIGHT= 59.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.6 CNEL= 68.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 34 74 160 CNEL: 38 81 175 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 25 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MEATS AVE Analyst AN Segment: SOUTH CITY LIMITS TO NOHL RDate: ADT 6,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 360 9 2 276 7 2 85 2 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -5.8 -21.8 -27.9 -6.9 -23.0 -29.0 -12.0 -28.1 -34.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.6 55.5 54.3 61.5 54.3 53.2 56.4 49.3 48.1 VEHICULAR NOISE DAY= 63.9 Leq EVENING= 62.7 Leq NIGHT= 57.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.6 CNEL= 66.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 26 55 118 CNEL: 28 60 129 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 26 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MEDICAL CENTER DR Analyst AN Segment: CORONET AVE TO EUCLID ST Date: ADT 3,600 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 212 5 1 163 4 1 50 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -6.8 -22.9 -28.9 -8.0 -24.0 -30.0 -13.0 -29.1 -35.1 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 55.6 50.2 49.8 54.5 49.0 48.7 49.4 43.9 43.6 VEHICULAR NOISE DAY= 57.5 Leq EVENING= 56.4 Leq NIGHT= 51.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 59.3 CNEL= 59.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 10 21 45 CNEL: 10 23 49 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 27 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MILLER ST Analyst AN Segment: LA PALMA AVE TO MIRALOMA ADate: ADT 4,300 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 254 6 2 195 5 1 60 1 0 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -6.7 -22.8 -28.8 -7.9 -23.9 -29.9 -12.9 -29.0 -35.0 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 58.8 52.4 51.6 57.6 51.3 50.5 52.5 46.2 45.4 VEHICULAR NOISE DAY= 60.3 Leq EVENING= 59.1 Leq NIGHT= 54.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 62.0 CNEL= 62.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 15 32 68 CNEL: 16 34 74 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 28 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MILLER ST Analyst AN Segment: MIRALOMA AVE TO ORANGETH Date: ADT 6,900 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 407 10 3 312 8 2 97 2 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -4.6 -20.7 -26.7 -5.8 -21.9 -27.9 -10.9 -27.0 -33.0 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 60.8 54.5 53.7 59.7 53.3 52.5 54.6 48.2 47.4 VEHICULAR NOISE DAY= 62.3 Leq EVENING= 61.2 Leq NIGHT= 56.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 64.1 CNEL= 64.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 20 43 93 CNEL: 22 47 102 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 29 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MIRALOMA AVE Analyst AN Segment: LA PALMA AVE TO BLUE GUM SDate: ADT 12,500 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 738 18 5 566 14 4 175 4 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -2.1 -18.1 -24.2 -3.2 -19.3 -25.3 -8.3 -24.4 -30.4 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.4 57.0 56.2 62.2 55.9 55.1 57.1 50.8 50.0 VEHICULAR NOISE DAY= 64.9 Leq EVENING= 63.8 Leq NIGHT= 58.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.6 CNEL= 67.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 30 64 139 CNEL: 33 70 151 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 30 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MIRALOMA AVE Analyst AN Segment: BLUE GUM ST TO KRAEMER BL Date: ADT 10,900 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 643 16 4 493 12 3 153 4 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -3.2 -19.3 -25.3 -4.4 -20.5 -26.5 -9.5 -25.6 -31.6 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.1 58.0 56.8 64.0 56.9 55.7 58.9 51.8 50.6 VEHICULAR NOISE DAY= 66.4 Leq EVENING= 65.3 Leq NIGHT= 60.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.1 CNEL= 68.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 38 81 174 CNEL: 41 88 190 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 31 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MIRALOMA AVE Analyst AN Segment: KRAEMER BLVD TO MILLER ST Date: ADT 9,700 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 572 14 4 439 11 3 136 3 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -3.2 -19.2 -25.3 -4.3 -20.4 -26.4 -9.4 -25.5 -31.5 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.3 55.9 55.1 61.1 54.8 54.0 56.0 49.7 48.9 VEHICULAR NOISE DAY= 63.8 Leq EVENING= 62.7 Leq NIGHT= 57.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.5 CNEL= 66.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 25 54 117 CNEL: 28 59 128 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 32 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MIRALOMA AVE Analyst AN Segment: MILLER ST TO TUSTIN AVE Date: ADT 12,400 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 732 18 5 561 14 3 174 4 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -2.7 -18.7 -24.8 -3.8 -19.9 -25.9 -8.9 -25.0 -31.0 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.7 58.6 57.4 64.5 57.4 56.3 59.5 52.3 51.2 VEHICULAR NOISE DAY= 67.0 Leq EVENING= 65.8 Leq NIGHT= 60.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.7 CNEL= 69.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 41 88 190 CNEL: 45 96 207 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 33 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MIRALOMA AVE Analyst AN Segment: TUSTIN AVE TO VAN BUREN ST Date: ADT 6,400 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 378 9 2 290 7 2 90 2 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -5.6 -21.6 -27.6 -6.7 -22.8 -28.8 -11.8 -27.9 -33.9 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.8 55.7 54.5 61.7 54.6 53.4 56.6 49.5 48.3 VEHICULAR NOISE DAY= 64.1 Leq EVENING= 63.0 Leq NIGHT= 57.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.8 CNEL= 66.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 26 57 122 CNEL: 29 62 133 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 34 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MONTE VISTA RD Analyst AN Segment: ROOSEVELT RD TO WEIR CYN RDate: ADT 13,400 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 791 20 5 607 15 4 188 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.8 -17.8 -23.9 -2.9 -19.0 -25.0 -8.0 -24.1 -30.1 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.7 57.3 56.5 62.5 56.2 55.4 57.4 51.1 50.3 VEHICULAR NOISE DAY= 65.2 Leq EVENING= 64.1 Leq NIGHT= 59.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.9 CNEL= 67.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 31 67 145 CNEL: 34 74 158 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 35 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: MULLER ST Analyst AN Segment: LINCOLN AVE TO CRESCENT AVDate: ADT 6,900 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 407 10 3 312 8 2 97 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -4.0 -20.0 -26.1 -5.1 -21.2 -27.2 -10.2 -26.3 -32.3 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 58.5 53.0 52.6 57.3 51.9 51.5 52.2 46.8 46.4 VEHICULAR NOISE DAY= 60.4 Leq EVENING= 59.2 Leq NIGHT= 54.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 62.1 CNEL= 62.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 15 32 69 CNEL: 16 35 75 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 36 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NINTH ST Analyst AN Segment: CHAPMAN AVE TO ORANGEWODate: ADT 12,100 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 714 18 4 548 14 3 170 4 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -2.2 -18.3 -24.3 -3.4 -19.4 -25.4 -8.5 -24.5 -30.5 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.2 56.9 56.1 62.1 55.7 54.9 57.0 50.7 49.9 VEHICULAR NOISE DAY= 64.8 Leq EVENING= 63.6 Leq NIGHT= 58.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.5 CNEL= 67.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 29 63 136 CNEL: 32 69 148 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 37 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NINTH ST Analyst AN Segment: ORANGEWOOD AVE TO KATELLDate: ADT 9,300 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 549 14 3 421 10 3 130 3 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -3.4 -19.4 -25.4 -4.5 -20.6 -26.6 -9.6 -25.7 -31.7 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.1 55.8 55.0 61.0 54.6 53.8 55.9 49.5 48.7 VEHICULAR NOISE DAY= 63.6 Leq EVENING= 62.5 Leq NIGHT= 57.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.4 CNEL= 65.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 25 53 114 CNEL: 27 58 124 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 38 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NINTH ST Analyst AN Segment: KATELLA AVE TO CERRITOS AVDate: ADT 6,300 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 372 9 2 285 7 2 88 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -4.4 -20.4 -26.5 -5.5 -21.6 -27.6 -10.6 -26.7 -32.7 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 58.1 52.6 52.2 56.9 51.5 51.1 51.8 46.4 46.0 VEHICULAR NOISE DAY= 60.0 Leq EVENING= 58.8 Leq NIGHT= 53.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 61.7 CNEL= 62.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 14 30 65 CNEL: 15 33 71 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 39 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NOHL CANYON RD Analyst AN Segment: NOHL RANCH RD TO SANTIAGODate: ADT 1,100 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 65 2 0 50 1 0 15 0 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -12.0 -28.0 -34.0 -13.1 -29.2 -35.2 -18.2 -34.3 -40.3 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 50.5 45.0 44.7 49.3 43.9 43.5 44.3 38.8 38.4 VEHICULAR NOISE DAY= 52.4 Leq EVENING= 51.2 Leq NIGHT= 46.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 54.1 CNEL= 54.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 4 9 20 CNEL: 5 10 22 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 40 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NOHL RANCH RD Analyst AN Segment: NOHL CANYON RD TO MEATS ADate: ADT 8,600 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 507 13 3 389 10 2 120 3 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -4.3 -20.3 -26.4 -5.4 -21.5 -27.5 -10.5 -26.6 -32.6 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.1 57.0 55.8 63.0 55.8 54.7 57.9 50.7 49.6 VEHICULAR NOISE DAY= 65.4 Leq EVENING= 64.2 Leq NIGHT= 59.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.1 CNEL= 67.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 32 69 149 CNEL: 35 75 162 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 41 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NOHL RANCH RD Analyst AN Segment: MEATS AVE TO ROYAL OAK RD Date: ADT 10,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 596 15 4 457 11 3 142 4 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -3.6 -19.6 -25.7 -4.7 -20.8 -26.8 -9.8 -25.9 -31.9 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.8 57.7 56.5 63.7 56.5 55.4 58.6 51.4 50.3 VEHICULAR NOISE DAY= 66.1 Leq EVENING= 64.9 Leq NIGHT= 59.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.8 CNEL= 68.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 36 77 166 CNEL: 39 84 181 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 42 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NOHL RANCH RD Analyst AN Segment: ROYAL OAK RD TO IMPERIAL HWDate: ADT 10,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 620 15 4 475 12 3 147 4 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -3.4 -19.5 -25.5 -4.6 -20.6 -26.6 -9.6 -25.7 -31.7 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.0 57.9 56.7 63.8 56.7 55.5 58.7 51.6 50.4 VEHICULAR NOISE DAY= 66.3 Leq EVENING= 65.1 Leq NIGHT= 60.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.0 CNEL= 68.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 37 79 170 CNEL: 40 86 186 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 43 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NOHL RANCH RD Analyst AN Segment: IMPERIAL HWY TO ANAHEIM HILDate: ADT 17,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1021 25 6 783 19 5 242 6 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -1.2 -17.3 -23.3 -2.4 -18.5 -24.5 -7.5 -23.5 -29.6 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 67.1 60.0 58.9 66.0 58.9 57.7 60.9 53.8 52.6 VEHICULAR NOISE DAY= 68.4 Leq EVENING= 67.3 Leq NIGHT= 62.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.1 CNEL= 70.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 51 110 237 CNEL: 56 120 259 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 44 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NOHL RANCH RD Analyst AN Segment: ANAHEIM HILLS RD TO CANYONDate: ADT 19,000 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1121 28 7 860 21 5 266 7 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -0.8 -16.9 -22.9 -2.0 -18.0 -24.1 -7.1 -23.1 -29.2 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 67.5 60.4 59.3 66.4 59.3 58.1 61.3 54.2 53.0 VEHICULAR NOISE DAY= 68.8 Leq EVENING= 67.7 Leq NIGHT= 62.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.5 CNEL= 71.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 54 117 252 CNEL: 59 128 275 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 45 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NOHL RANCH RD Analyst AN Segment: CANYON RIM RD TO SERRANO Date: ADT 9,000 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 531 13 3 407 10 3 126 3 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -4.1 -20.1 -26.2 -5.2 -21.3 -27.3 -10.3 -26.4 -32.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.3 57.2 56.0 63.2 56.0 54.9 58.1 50.9 49.8 VEHICULAR NOISE DAY= 65.6 Leq EVENING= 64.4 Leq NIGHT= 59.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.3 CNEL= 67.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 33 71 153 CNEL: 36 78 167 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 46 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NORTH ST Analyst AN Segment: LOARA ST TO WEST ST Date: ADT 6,400 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 378 9 2 290 7 2 90 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -4.3 -20.4 -26.4 -5.5 -21.5 -27.5 -10.6 -26.6 -32.6 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 58.1 52.7 52.3 57.0 51.5 51.2 51.9 46.4 46.1 VEHICULAR NOISE DAY= 60.0 Leq EVENING= 58.9 Leq NIGHT= 53.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 61.8 CNEL= 62.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 14 30 65 CNEL: 15 33 71 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 47 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NORTH ST Analyst AN Segment: WEST ST TO HARBOR BLVD Date: ADT 6,500 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 384 9 2 294 7 2 91 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -4.2 -20.3 -26.3 -5.4 -21.5 -27.5 -10.5 -26.5 -32.6 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 58.2 52.8 52.4 57.1 51.6 51.2 52.0 46.5 46.1 VEHICULAR NOISE DAY= 60.1 Leq EVENING= 59.0 Leq NIGHT= 53.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 61.8 CNEL= 62.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 14 31 66 CNEL: 16 34 72 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 48 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NORTH ST Analyst AN Segment: HARBOR BLVD TO ANAHEIM BL Date: ADT 6,100 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 360 9 2 276 7 2 85 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -4.5 -20.6 -26.6 -5.7 -21.7 -27.8 -10.8 -26.8 -32.8 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 57.9 52.5 52.1 56.8 51.3 51.0 51.7 46.2 45.9 VEHICULAR NOISE DAY= 59.8 Leq EVENING= 58.7 Leq NIGHT= 53.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 61.6 CNEL= 62.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 14 29 63 CNEL: 15 32 69 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 49 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 2 Roadway: NORTH ST Analyst AN Segment: ANAHEIM BLVD TO OLIVE ST Date: ADT 3,000 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 177 4 1 136 3 1 42 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -7.6 -23.7 -29.7 -8.7 -24.8 -30.8 -13.8 -29.9 -35.9 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 54.9 49.4 49.0 53.7 48.2 47.9 48.6 43.1 42.8 VEHICULAR NOISE DAY= 56.7 Leq EVENING= 55.6 Leq NIGHT= 50.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 58.5 CNEL= 59.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 9 18 40 CNEL: 9 20 43 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 50 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: ROOSEVELT RD Analyst AN Segment: MONTE VISTA RD TO SANTA ANDate: ADT 27,100 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1599 40 10 1227 30 8 380 9 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow 1.3 -14.8 -20.8 0.1 -15.9 -21.9 -5.0 -21.0 -27.0 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.7 60.4 59.6 65.6 59.3 58.4 60.5 54.2 53.4 VEHICULAR NOISE DAY= 68.3 Leq EVENING= 67.1 Leq NIGHT= 62.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.0 CNEL= 70.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 50 108 232 CNEL: 55 118 253 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 1 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: ROYAL OAK RD Analyst AN Segment: NOHL RANCH RD TO SANTA ANDate: ADT 4,800 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 283 7 2 217 5 1 67 2 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -5.6 -21.6 -27.6 -6.7 -22.8 -28.8 -11.8 -27.9 -33.9 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 56.9 51.4 51.1 55.7 50.3 49.9 50.7 45.2 44.8 VEHICULAR NOISE DAY= 58.8 Leq EVENING= 57.6 Leq NIGHT= 52.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 60.5 CNEL= 61.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 12 25 54 CNEL: 13 27 59 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 2 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA CYN RD Analyst AN Segment: NOHL RANCH RD TO LAKEVIEWDate: ADT 11,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 679 17 4 521 13 3 161 4 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -3.0 -19.1 -25.1 -4.2 -20.2 -26.2 -9.3 -25.3 -31.3 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.4 58.3 57.1 64.2 57.1 55.9 59.1 52.0 50.8 VEHICULAR NOISE DAY= 66.6 Leq EVENING= 65.5 Leq NIGHT= 60.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.4 CNEL= 68.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 39 84 181 CNEL: 42 91 197 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 3 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA CYN RD Analyst AN Segment: LAKEVIEW AVE TO ROYAL OAK Date: ADT 19,600 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1157 29 7 887 22 5 275 7 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -1.2 -17.3 -23.3 -2.4 -18.4 -24.4 -7.5 -23.5 -29.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 71.1 63.3 61.8 69.9 62.1 60.6 64.8 57.1 55.6 VEHICULAR NOISE DAY= 72.2 Leq EVENING= 71.0 Leq NIGHT= 65.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 73.9 CNEL= 74.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 91 196 422 CNEL: 99 214 460 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 4 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA CYN RD Analyst AN Segment: ROYAL OAK RD TO IMPERIAL HWDate: ADT 18,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1062 26 7 815 20 5 252 6 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -1.6 -17.6 -23.7 -2.7 -18.8 -24.8 -7.8 -23.9 -29.9 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 70.7 62.9 61.4 69.6 61.8 60.3 64.5 56.7 55.2 VEHICULAR NOISE DAY= 71.8 Leq EVENING= 70.7 Leq NIGHT= 65.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 73.5 CNEL= 74.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 86 185 399 CNEL: 94 202 435 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 5 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA CYN RD Analyst AN Segment: IMPERIAL HWY TO ANAHEIM HILDate: ADT 35,500 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2095 52 13 1607 40 10 497 12 3 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 1.9 -14.2 -20.2 0.7 -15.3 -21.4 -4.4 -20.4 -26.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 70.3 63.1 62.0 69.1 62.0 60.8 64.0 56.9 55.7 VEHICULAR NOISE DAY= 71.5 Leq EVENING= 70.4 Leq NIGHT= 65.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 73.3 CNEL= 73.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 83 178 383 CNEL: 90 194 418 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 6 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA CYN RD Analyst AN Segment: ANAHEIM HILLS RD TO FAIRMO Date: ADT 28,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1658 41 10 1272 31 8 394 10 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.9 -15.2 -21.2 -0.3 -16.3 -22.4 -5.4 -21.4 -27.5 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.2 62.1 61.0 68.1 61.0 59.8 63.0 55.9 54.7 VEHICULAR NOISE DAY= 70.5 Leq EVENING= 69.4 Leq NIGHT= 64.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.2 CNEL= 72.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 71 152 328 CNEL: 77 166 358 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 7 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA CYN RD Analyst AN Segment: FAIRMONT BLVD TO ADT 22,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1316 33 8 1009 25 6 312 8 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -0.1 -16.2 -22.2 -1.3 -17.4 -23.4 -6.4 -22.4 -28.5 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 68.2 61.1 60.0 67.1 60.0 58.8 62.0 54.9 53.7 VEHICULAR NOISE DAY= 69.5 Leq EVENING= 68.4 Leq NIGHT= 63.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 71.2 CNEL= 71.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 61 130 281 CNEL: 66 142 306 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 8 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA CYN RD Analyst AN Segment: EUCALYPTUS DR TO FESTIVAL Date: ADT 27,400 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1617 40 10 1240 31 8 384 9 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow 0.8 -15.3 -21.3 -0.4 -16.5 -22.5 -5.5 -21.5 -27.6 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 69.1 62.0 60.9 68.0 60.9 59.7 62.9 55.8 54.6 VEHICULAR NOISE DAY= 70.4 Leq EVENING= 69.3 Leq NIGHT= 64.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 72.1 CNEL= 72.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 69 150 322 CNEL: 76 163 352 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 9 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA CYN RD Analyst AN Segment: FESTIVAL TO WEIR CYN RD Date: ADT 28,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1652 41 10 1267 31 8 392 10 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.3 -15.7 -21.7 -0.8 -16.9 -22.9 -5.9 -22.0 -28.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.6 64.8 63.3 71.5 63.7 62.2 66.4 58.6 57.1 VEHICULAR NOISE DAY= 73.7 Leq EVENING= 72.6 Leq NIGHT= 67.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.4 CNEL= 76.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 115 248 535 CNEL: 126 271 584 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 10 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA CYN RD Analyst AN Segment: WEIR CYN RD TO WOODCREEKDate: ADT 16,100 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 950 24 6 729 18 5 226 6 1 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -2.1 -18.1 -24.1 -3.2 -19.3 -25.3 -8.3 -24.4 -30.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 70.2 62.4 60.9 69.1 61.3 59.8 64.0 56.2 54.7 VEHICULAR NOISE DAY= 71.3 Leq EVENING= 70.2 Leq NIGHT= 65.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 73.0 CNEL= 73.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 80 172 370 CNEL: 87 187 404 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 11 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA CYN RD Analyst AN Segment: WOODCREEK LN TO GYPSUM CDate: ADT 18,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1068 26 7 819 20 5 254 6 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -1.0 -17.1 -23.1 -2.2 -18.3 -24.3 -7.3 -23.4 -29.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 67.3 60.2 59.1 66.2 59.1 57.9 61.1 54.0 52.8 VEHICULAR NOISE DAY= 68.6 Leq EVENING= 67.5 Leq NIGHT= 62.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.3 CNEL= 70.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 53 113 244 CNEL: 57 124 267 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 12 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA ST Analyst AN Segment: MANCHESTER AVE TO HARBORDate: ADT 10,600 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 625 15 4 480 12 3 149 4 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -2.1 -18.2 -24.2 -3.3 -19.3 -25.4 -8.4 -24.4 -30.4 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 60.3 54.9 54.5 59.2 53.7 53.4 54.1 48.6 48.3 VEHICULAR NOISE DAY= 62.2 Leq EVENING= 61.1 Leq NIGHT= 56.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 63.9 CNEL= 64.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 20 43 92 CNEL: 22 46 100 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 13 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA ST Analyst AN Segment: HARBOR BLVD TO ANAHEIM BL Date: ADT 6,300 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 372 9 2 285 7 2 88 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -4.4 -20.4 -26.5 -5.5 -21.6 -27.6 -10.6 -26.7 -32.7 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 58.1 52.6 52.2 56.9 51.5 51.1 51.8 46.4 46.0 VEHICULAR NOISE DAY= 60.0 Leq EVENING= 58.8 Leq NIGHT= 53.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 61.7 CNEL= 62.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 14 30 65 CNEL: 15 33 71 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 14 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA ST Analyst AN Segment: ANAHEIM BLVD TO OLIVE ST Date: ADT 7,100 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 419 10 3 321 8 2 99 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -3.9 -19.9 -25.9 -5.0 -21.1 -27.1 -10.1 -26.2 -32.2 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 58.6 53.1 52.8 57.4 52.0 51.6 52.4 46.9 46.5 VEHICULAR NOISE DAY= 60.5 Leq EVENING= 59.3 Leq NIGHT= 54.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 62.2 CNEL= 62.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 15 33 70 CNEL: 16 36 77 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 15 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA ST Analyst AN Segment: OLIVE ST TO EAST ST Date: ADT 6,800 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 401 10 2 308 8 2 95 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -4.0 -20.1 -26.1 -5.2 -21.3 -27.3 -10.3 -26.4 -32.4 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 58.4 52.9 52.6 57.3 51.8 51.4 52.2 46.7 46.3 VEHICULAR NOISE DAY= 60.3 Leq EVENING= 59.1 Leq NIGHT= 54.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 62.0 CNEL= 62.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 15 32 68 CNEL: 16 35 74 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 16 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SANTA ANA ST Analyst AN Segment: EAST ST TO STATE COLLEGE BDate: ADT 5,900 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 348 9 2 267 7 2 83 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -4.7 -20.7 -26.7 -5.8 -21.9 -27.9 -10.9 -27.0 -33.0 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 57.8 52.3 52.0 56.6 51.2 50.8 51.6 46.1 45.7 VEHICULAR NOISE DAY= 59.7 Leq EVENING= 58.5 Leq NIGHT= 53.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 61.4 CNEL= 62.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 13 29 62 CNEL: 15 31 68 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 17 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SEQUOIA AVE Analyst AN Segment: LA PALMA AVE TO BROOKHURSDate: ADT 2,000 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 118 3 1 91 2 1 28 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -9.4 -25.4 -31.4 -10.5 -26.6 -32.6 -15.6 -31.7 -37.7 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 53.1 47.6 47.3 51.9 46.5 46.1 46.9 41.4 41.0 VEHICULAR NOISE DAY= 55.0 Leq EVENING= 53.8 Leq NIGHT= 48.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 56.7 CNEL= 57.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 6 14 30 CNEL: 7 15 33 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 18 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SERRANO AVE Analyst AN Segment: WEST CITY LIMIT TO NOHL RANDate: ADT 12,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 714 18 4 548 14 3 170 4 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -2.8 -18.9 -24.9 -3.9 -20.0 -26.0 -9.0 -25.1 -31.1 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.6 58.5 57.3 64.4 57.3 56.2 59.3 52.2 51.1 VEHICULAR NOISE DAY= 66.9 Leq EVENING= 65.7 Leq NIGHT= 60.6 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.6 CNEL= 69.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 40 87 187 CNEL: 44 95 204 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 19 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SERRANO AVE Analyst AN Segment: NOHL RANCH RD TO CANYON Date: ADT 11,300 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 667 16 4 512 13 3 158 4 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -3.1 -19.2 -25.2 -4.2 -20.3 -26.3 -9.3 -25.4 -31.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.3 58.2 57.0 64.1 57.0 55.9 59.0 51.9 50.8 VEHICULAR NOISE DAY= 66.6 Leq EVENING= 65.4 Leq NIGHT= 60.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.3 CNEL= 68.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 38 83 179 CNEL: 42 90 195 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 20 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SERRANO AVE Analyst AN Segment: CANYON RIM RD TO OAK CANY Date: ADT 15,600 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 921 23 6 706 17 4 219 5 1 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -1.7 -17.8 -23.8 -2.8 -18.9 -24.9 -7.9 -24.0 -30.0 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 66.7 59.6 58.4 65.5 58.4 57.3 60.4 53.3 52.2 VEHICULAR NOISE DAY= 68.0 Leq EVENING= 66.8 Leq NIGHT= 61.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 69.7 CNEL= 70.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 48 103 221 CNEL: 52 112 242 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 21 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SERRANO AVE Analyst AN Segment: OAK CANYON DR TO WEIR CYNDate: ADT 18,100 SPEED (mph) 40 ROAD NEAR-FAR LN. DIST. 54 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1068 26 7 819 20 5 254 6 2 Speed in MPH 40 40 40 40 40 40 40 40 40 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 67.4 76.3 81.2 67.4 76.3 81.2 67.4 76.3 81.2 ADJUSTMENTS Flow -1.0 -17.1 -23.1 -2.2 -18.3 -24.3 -7.3 -23.4 -29.4 Distance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 67.3 60.2 59.1 66.2 59.1 57.9 61.1 54.0 52.8 VEHICULAR NOISE DAY= 68.6 Leq EVENING= 67.5 Leq NIGHT= 62.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 70.3 CNEL= 70.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 53 113 244 CNEL: 57 124 267 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 22 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SOUTH ST Analyst AN Segment: BELLEVUE DR TO HARBOR BLVDate: ADT 5,900 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 348 9 2 267 7 2 83 2 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -4.7 -20.7 -26.7 -5.8 -21.9 -27.9 -10.9 -27.0 -33.0 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 57.8 52.3 52.0 56.6 51.2 50.8 51.6 46.1 45.7 VEHICULAR NOISE DAY= 59.7 Leq EVENING= 58.5 Leq NIGHT= 53.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 61.4 CNEL= 62.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 13 29 62 CNEL: 15 31 68 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 23 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SOUTH ST Analyst AN Segment: HARBOR BLVD TO ANAHEIM BL Date: ADT 8,700 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 513 13 3 394 10 2 122 3 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -3.0 -19.0 -25.1 -4.1 -20.2 -26.2 -9.2 -25.3 -31.3 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 59.5 54.0 53.6 58.3 52.9 52.5 53.2 47.8 47.4 VEHICULAR NOISE DAY= 61.4 Leq EVENING= 60.2 Leq NIGHT= 55.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 63.1 CNEL= 63.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 17 37 80 CNEL: 19 41 88 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 24 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SOUTH ST Analyst AN Segment: ANAHEIM BLVD TO OLIVE ST Date: ADT 15,800 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 932 23 6 715 18 4 221 5 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -0.4 -16.4 -22.5 -1.5 -17.6 -23.6 -6.6 -22.7 -28.7 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 62.1 56.6 56.2 60.9 55.5 55.1 55.8 50.4 50.0 VEHICULAR NOISE DAY= 64.0 Leq EVENING= 62.8 Leq NIGHT= 57.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 65.7 CNEL= 66.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 26 56 120 CNEL: 28 61 131 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 25 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SOUTH ST Analyst AN Segment: OLIVE ST TO EAST ST Date: ADT 10,300 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 608 15 4 466 12 3 144 4 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -2.2 -18.3 -24.3 -3.4 -19.5 -25.5 -8.5 -24.5 -30.6 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 60.2 54.8 54.4 59.1 53.6 53.2 54.0 48.5 48.1 VEHICULAR NOISE DAY= 62.1 Leq EVENING= 61.0 Leq NIGHT= 55.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 63.8 CNEL= 64.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 19 42 90 CNEL: 21 46 98 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 26 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SOUTH ST Analyst AN Segment: EAST ST TO STATE COLLEGE BDate: ADT 8,100 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 478 12 3 367 9 2 113 3 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -3.3 -19.3 -25.4 -4.4 -20.5 -26.5 -9.5 -25.6 -31.6 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 59.2 53.7 53.3 58.0 52.6 52.2 52.9 47.5 47.1 VEHICULAR NOISE DAY= 61.1 Leq EVENING= 59.9 Leq NIGHT= 54.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 62.8 CNEL= 63.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 17 36 77 CNEL: 18 39 84 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 27 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SOUTH ST Analyst AN Segment: STATE COLLEGE BLVD TO SUN Date: ADT 12,600 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 744 18 5 570 14 4 177 4 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -1.4 -17.4 -23.5 -2.5 -18.6 -24.6 -7.6 -23.7 -29.7 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 61.1 55.6 55.3 59.9 54.5 54.1 54.8 49.4 49.0 VEHICULAR NOISE DAY= 63.0 Leq EVENING= 61.8 Leq NIGHT= 56.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 64.7 CNEL= 65.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 22 48 103 CNEL: 24 52 112 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 28 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SOUTH ST Analyst AN Segment: SUNKIST ST TO RIO VISTA ST Date: ADT 7,900 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 466 12 3 358 9 2 111 3 1 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -3.4 -19.5 -25.5 -4.5 -20.6 -26.6 -9.6 -25.7 -31.7 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 59.1 53.6 53.2 57.9 52.4 52.1 52.8 47.4 47.0 VEHICULAR NOISE DAY= 61.0 Leq EVENING= 59.8 Leq NIGHT= 54.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 62.7 CNEL= 63.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 16 35 75 CNEL: 18 38 82 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 29 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: I-5 TO ORANGEWOOD AVE Date: ADT 52,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3086 76 19 2367 59 15 733 18 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.1 -13.0 -19.0 1.9 -14.2 -20.2 -3.2 -19.3 -25.3 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 30 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: ORANGEWOOD AVE TO GENE ADate: ADT 62,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 102 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 3682 91 23 2825 70 17 874 22 5 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 3.8 -12.2 -18.3 2.7 -13.4 -19.4 -2.4 -18.5 -24.5 Distance #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! VEHICULAR NOISE DAY= #NUM! Leq EVENING= #NUM! Leq NIGHT= #NUM! Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= #NUM! CNEL= #NUM! NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: #NUM! #NUM! #NUM! CNEL: #NUM! #NUM! #NUM! RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 31 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: GENE AUTRY WAY TO KATELLADate: ADT 43,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2579 64 16 1978 49 12 612 15 4 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 2.3 -13.8 -19.8 1.1 -14.9 -21.0 -4.0 -20.0 -26.1 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.6 66.8 65.3 73.4 65.6 64.1 68.3 60.5 59.0 VEHICULAR NOISE DAY= 75.7 Leq EVENING= 74.5 Leq NIGHT= 69.4 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 77.4 CNEL= 77.9 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 155 334 720 CNEL: 169 365 786 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 32 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: KATELLA AVE TO HOWELL AVE Date: ADT 39,400 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2325 58 14 1784 44 11 552 14 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.8 -14.2 -20.3 0.7 -15.4 -21.4 -4.4 -20.5 -26.5 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 74.1 66.3 64.8 73.0 65.2 63.7 67.9 60.1 58.6 VEHICULAR NOISE DAY= 75.2 Leq EVENING= 74.1 Leq NIGHT= 69.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.9 CNEL= 77.5 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 145 312 672 CNEL: 158 340 733 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 33 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: HOWELL AVE TO CERRITOS AV Date: ADT 35,200 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2077 51 13 1593 39 10 493 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.3 -14.7 -20.7 0.2 -15.9 -21.9 -4.9 -21.0 -27.0 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.6 65.8 64.3 72.5 64.7 63.2 67.4 59.6 58.1 VEHICULAR NOISE DAY= 74.7 Leq EVENING= 73.6 Leq NIGHT= 68.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.4 CNEL= 77.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 134 289 623 CNEL: 147 316 680 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 34 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: CERRITOS AVE TO BALL RD Date: ADT 36,800 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2172 54 13 1666 41 10 516 13 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.5 -14.5 -20.6 0.4 -15.7 -21.7 -4.7 -20.8 -26.8 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.8 66.0 64.5 72.7 64.9 63.4 67.6 59.8 58.3 VEHICULAR NOISE DAY= 74.9 Leq EVENING= 73.8 Leq NIGHT= 68.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.6 CNEL= 77.2 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 138 298 642 CNEL: 151 325 701 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 35 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: BALL RD TO WAGNER AVE Date: ADT 33,900 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 2000 49 12 1535 38 9 475 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.2 -14.9 -20.9 0.0 -16.0 -22.1 -5.1 -21.1 -27.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.5 65.7 64.2 72.3 64.5 63.0 67.2 59.4 57.9 VEHICULAR NOISE DAY= 74.6 Leq EVENING= 73.4 Leq NIGHT= 68.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.3 CNEL= 76.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 131 282 608 CNEL: 143 308 663 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 36 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: WAGNER AVE TO SOUTH ST Date: ADT 29,700 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1753 43 11 1344 33 8 416 10 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.6 -15.5 -21.5 -0.6 -16.6 -22.6 -5.6 -21.7 -27.7 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.9 65.1 63.6 71.7 64.0 62.5 66.6 58.9 57.4 VEHICULAR NOISE DAY= 74.0 Leq EVENING= 72.8 Leq NIGHT= 67.7 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.7 CNEL= 76.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 120 258 557 CNEL: 131 282 607 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 37 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: SOUTH ST TO LINCOLN AVE Date: ADT 25,500 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1505 37 9 1154 29 7 357 9 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -0.1 -16.1 -22.1 -1.2 -17.3 -23.3 -6.3 -22.4 -28.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.2 64.4 62.9 71.1 63.3 61.8 66.0 58.2 56.7 VEHICULAR NOISE DAY= 73.3 Leq EVENING= 72.2 Leq NIGHT= 67.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.0 CNEL= 75.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 108 233 503 CNEL: 118 255 549 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 38 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: LINCOLN AVE TO LA PALMA AVEDate: ADT 33,300 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1965 49 12 1507 37 9 467 12 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 1.1 -15.0 -21.0 -0.1 -16.1 -22.1 -5.1 -21.2 -27.2 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.4 65.6 64.1 72.2 64.4 62.9 67.1 59.4 57.9 VEHICULAR NOISE DAY= 74.5 Leq EVENING= 73.3 Leq NIGHT= 68.2 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.2 CNEL= 76.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 129 279 601 CNEL: 141 304 655 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 39 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: LA PALMA AVE TO PLACENTIA ADate: ADT 32,100 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1894 47 12 1453 36 9 450 11 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.9 -15.1 -21.1 -0.2 -16.3 -22.3 -5.3 -21.4 -27.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 73.2 65.4 63.9 72.1 64.3 62.8 67.0 59.2 57.7 VEHICULAR NOISE DAY= 74.3 Leq EVENING= 73.2 Leq NIGHT= 68.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 76.0 CNEL= 76.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 126 272 586 CNEL: 138 297 640 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 40 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: PLACENTIA AVE TO RIVERSIDE Date: ADT 25,200 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1487 37 9 1141 28 7 353 9 2 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow -0.1 -16.2 -22.2 -1.3 -17.3 -23.4 -6.4 -22.4 -28.4 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.2 64.4 62.9 71.0 63.2 61.7 65.9 58.1 56.6 VEHICULAR NOISE DAY= 73.3 Leq EVENING= 72.1 Leq NIGHT= 67.0 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.0 CNEL= 75.6 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 107 232 499 CNEL: 117 253 544 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 41 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: STATE COLLEGE BLVD Analyst AN Segment: RIVERSIDE FWY TO ORANGETHDate: ADT 30,000 SPEED (mph) 45 ROAD NEAR-FAR LN. DIST. 78 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1770 44 11 1358 34 8 420 10 3 Speed in MPH 45 45 45 45 45 45 45 45 45 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 69.3 77.6 82.1 69.3 77.6 82.1 69.3 77.6 82.1 ADJUSTMENTS Flow 0.6 -15.4 -21.4 -0.5 -16.6 -22.6 -5.6 -21.7 -27.7 Distance 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 72.9 65.1 63.6 71.8 64.0 62.5 66.7 58.9 57.4 VEHICULAR NOISE DAY= 74.0 Leq EVENING= 72.9 Leq NIGHT= 67.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 75.7 CNEL= 76.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 121 260 560 CNEL: 132 284 611 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 42 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SUNKIST ST Analyst AN Segment: HOWELL AVE TO CERRITOS AV Date: ADT 13,100 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 773 19 5 593 15 4 184 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.9 -17.9 -24.0 -3.0 -19.1 -25.1 -8.1 -24.2 -30.2 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.6 57.2 56.4 62.4 56.1 55.3 57.3 51.0 50.2 VEHICULAR NOISE DAY= 65.1 Leq EVENING= 64.0 Leq NIGHT= 58.9 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.9 CNEL= 67.4 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 31 66 143 CNEL: 34 72 156 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 43 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SUNKIST ST Analyst AN Segment: CERRITOS AVE TO BALL RD Date: ADT 12,000 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 708 18 4 543 13 3 168 4 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -2.2 -18.3 -24.3 -3.4 -19.5 -25.5 -8.5 -24.6 -30.6 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 63.2 56.9 56.1 62.1 55.7 54.9 57.0 50.6 49.8 VEHICULAR NOISE DAY= 64.7 Leq EVENING= 63.6 Leq NIGHT= 58.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 66.5 CNEL= 67.0 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 29 63 135 CNEL: 32 68 147 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 44 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SUNKIST ST Analyst AN Segment: BALL RD TO WAGNER AVE Date: ADT 18,000 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1062 26 7 815 20 5 252 6 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.5 -16.6 -22.6 -1.6 -17.7 -23.7 -6.7 -22.8 -28.8 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.0 58.6 57.8 63.8 57.5 56.7 58.7 52.4 51.6 VEHICULAR NOISE DAY= 66.5 Leq EVENING= 65.4 Leq NIGHT= 60.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.2 CNEL= 68.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 38 82 177 CNEL: 42 90 193 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 45 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SUNKIST ST Analyst AN Segment: WAGNER AVE TO SOUTH ST Date: ADT 16,200 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 956 24 6 733 18 5 227 6 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.9 -17.0 -23.0 -2.1 -18.2 -24.2 -7.2 -23.3 -29.3 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.5 58.2 57.4 63.4 57.0 56.2 58.3 51.9 51.1 VEHICULAR NOISE DAY= 66.1 Leq EVENING= 64.9 Leq NIGHT= 59.8 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.8 CNEL= 68.3 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 36 77 165 CNEL: 39 83 180 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 46 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SUNKIST ST Analyst AN Segment: SOUTH ST TO LINCOLN AVE Date: ADT 15,200 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 897 22 6 688 17 4 213 5 1 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -1.2 -17.3 -23.3 -2.4 -18.4 -24.5 -7.5 -23.5 -29.5 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 64.2 57.9 57.1 63.1 56.7 55.9 58.0 51.6 50.8 VEHICULAR NOISE DAY= 65.8 Leq EVENING= 64.6 Leq NIGHT= 59.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 67.5 CNEL= 68.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 34 73 158 CNEL: 37 80 172 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 47 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SUNKIST ST Analyst AN Segment: LINCOLN AVE TO LA PALMA AVEDate: ADT 18,000 SPEED (mph) 35 ROAD NEAR-FAR LN. DIST. 36 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 1062 26 7 815 20 5 252 6 2 Speed in MPH 35 35 35 35 35 35 35 35 35 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 65.1 74.8 80.0 65.1 74.8 80.0 65.1 74.8 80.0 ADJUSTMENTS Flow -0.5 -16.6 -22.6 -1.6 -17.7 -23.7 -6.7 -22.8 -28.8 Distance 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 65.0 58.6 57.8 63.8 57.5 56.7 58.7 52.4 51.6 VEHICULAR NOISE DAY= 66.5 Leq EVENING= 65.4 Leq NIGHT= 60.3 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 68.2 CNEL= 68.8 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 38 82 177 CNEL: 42 90 193 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 48 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SUNSET RIDGE RD Analyst AN Segment: CANYON CREEK RD TO SERRA Date: ADT 3,800 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 224 6 1 172 4 1 53 1 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -6.6 -22.6 -28.7 -7.7 -23.8 -29.8 -12.8 -28.9 -34.9 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 55.9 50.4 50.0 54.7 49.3 48.9 49.6 44.2 43.8 VEHICULAR NOISE DAY= 57.8 Leq EVENING= 56.6 Leq NIGHT= 51.5 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 59.5 CNEL= 60.1 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 10 21 46 CNEL: 11 23 50 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 49 ---PAGE BREAK--- FHWA RD-77-108 NOISE PREDICTION MODEL Scenario: Project: ANAHEIM GP (SEGMENTS 3 Roadway: SYCAMORE ST Analyst AN Segment: WEST ST TO HARBOR BLVD Date: ADT 5,500 SPEED (mph) 30 ROAD NEAR-FAR LN. DIST. 12 DAILY HOURLY DISTANCE ROAD CL (ft) 50 % A 97.0% DAY 73.0% SOFT/HARD CONDITIONS Soft % MT 2.4% EVENING 14.0% GRADE 0% % HT 0.6% NIGHT 13.0% LEFT VIEW -90 RIGHT VIEW 90 DAYTIME EVENING NIGHT AUTOS MT HT AUTOS MT HT AUTOS MT HT Vehicles per hour 325 8 2 249 6 2 77 2 0 Speed in MPH 30 30 30 30 30 30 30 30 30 Left angle -90 -90 -90 -90 -90 -90 -90 -90 -90 Right angle 90 90 90 90 90 90 90 90 90 Reference levels (dBA) 62.5 73.1 78.8 62.5 73.1 78.8 62.5 73.1 78.8 ADJUSTMENTS Flow -5.0 -21.0 -27.1 -6.1 -22.2 -28.2 -11.2 -27.3 -33.3 Distance -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 Finite Roadway 0 0 0 0 0 0 0 0 0 Barrier 0 0 0 0 0 0 0 0 0 Grade 0 0 0 0 0 0 0 0 0 LEQ 57.5 52.0 51.7 56.3 50.9 50.5 51.2 45.8 45.4 VEHICULAR NOISE DAY= 59.4 Leq EVENING= 58.2 Leq NIGHT= 53.1 Leq NOISE LEVELS AT 50 FEET FROM CENTERLINE (dBA): Ldn= 61.1 CNEL= 61.7 NOISE CONTOUR: 70 dBA 65 dBA 60 dBA ROAD CENTERLINE DISTANCE TO NOISE CONTOUR (FEET): Ldn: 13 27 59 CNEL: 14 30 65 RESULTS 11-Jul-13 ROADWAY INPUTS VEHICLE MIX INPUTS CALCULATION AREA 50

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