Document Laramie_doc_8e3680fc2e

Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study June 25, 2010 PEOPLE WHO MAKE IT HAPPEN 1465 N. 4th Street Laramie, Wyoming 82072 Contact: Lynn Hill, P.E. Kasey Jones, Ph.D., P.E. Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] Submitted By: Community Development Department Engineering Division 405 Grand Avenue Laramie, Wyoming 82070 Prepared For: ---PAGE BREAK--- ---PAGE BREAK--- Laramie Pavement Study Final Report - i - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx TABLE OF CONTENTS Page 1.0 SUMMARY 2.0 INVESTIGATION PROCEDURE 2.1 SUBSURFACE INVESTIGATION 2.2 LABORATORY 2.3 TRAFFIC ANALYSIS 3.0 SITE CONDITIONS 3.1 SITE DESCRIPTION 3.2 SOILS 3.3 BEDROCK 3.4 GROUNDWATER 3.5 PAVEMENT 3.6 TRAFFIC 4.0 ENGINEERING ANALYSES AND RECOMMENDATIONS 4.1 SOURCE AGGREGATE 4.2 TRAFFIC ANALYSIS 4.3 PAVEMENT DESIGN 4.3.1 Subgrade Soils 4.3.2 Pavement Design Parameters 4.3.3 Evaluation of Existing Pavement Sections 4.3.4 Pavement Design 4.3.5 Geotextiles/Geogrid 4.3.6 Pavement Materials 4.3.7 Roadway Site Clearing and Subgrade Preparation 4.3.8 Roadway Fill Materials 4.3.9 Roadway Fill Placement and Compaction 4.3.10 Edge Drains 4.3.11 Maintenance 4.3.12 Life Cycle Cost Analysis 4.3.13 Future Design 4.4 CORROSION POTENTIAL 4.4.1 Minimum Resistivity 4.4.2 Water Soluble Sulfates 5.0 LIMITATIONS 6.0 REFERENCES ---PAGE BREAK--- Laramie Pavement Study Final Report - ii - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx LIST OF TABLES Table 1 Laboratory Testing Summary 3 Table 2 Traffic Count Results 6 Table 3 Traffic Volume by Street Type 8 Table 4 Traffic Count Results 8 Table 5 Soil Zones 9 Table 6 Pavement Design Parameters 11 Table 7 Estimated ESALs 12 Table 8 Existing Pavement Section Comparison 13 Table 9 Design Minimums 13 Table 10 Marshall Design Criteria 15 Table 11 Pit Run/Roadway Fill Specification 17 Table 12 Crushed Aggregate Base Specification 17 Table 13 Maintenance program 18 Table 14 Life Cycle Cost Comparison Summary 19 APPENDICES Appendix A Borehole Location Map Appendix B Borehole Logs Appendix C Laboratory Test Results Appendix D Traffic Study Data Appendix E NRCS Maps and Data Appendix F Design Charts/Maps Appendix G Corrosion Appendix H Life Cycle Cost Comparison ---PAGE BREAK--- Laramie Pavement Study Final Report - 1 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx 1.0 SUMMARY DOWL HKM was contracted by the City of Laramie to complete a city wide Pavement Study. The study was initiated to provide review of existing subsurface, pavement, and traffic conditions and to provide recommendations for future street construction. The scope included subsurface exploration, laboratory testing, traffic analysis, source aggregate investigations, pavement section designs, life cycle cost analyses, and corrosion testing. Various forms of pavement distress and defects are present throughout Laramie. The deteriorated state of the existing pavement results in serviceability loss, poor drainage characteristics, and promotes further deterioration due to thinning of the pavement section and surface water infiltration and ponding. All of these conditions are compounded by the effects of freeze/thaw cycles on the pavement structure and a saturated subgrade condition that is further weakened by repeated vehicle loadings. Soil conditions beneath Laramie streets generally consist of mostly fine-grained colluvium and alluvium composed of combinations of sand, silt, and clay. These soils typically provide poor to fair support for pavement sections. Additionally, these fine-grained soils are potentially problematic and may undergo volume changes (consolidation/swell) with increases in loading and soil moisture content. Additionally, the composition of these fine-grained soils, specifically the silt content, results in a soil matrix that is susceptible to frost heave. Thicknesses of asphalt and base coarse encountered during the subsurface exploration are generally less than recommended minimums for current traffic conditions and required soil support characteristics. This results in the pavement reaching its terminal serviceability much sooner than is desired and is directly correlated to the pavement defects mentioned previously. Combinations of the above discussed conditions and relatively low in-situ pavement structural numbers have likely reduced subgrade strength and assisted in pavement degradation, resulting in the current dilapidated condition that the majority of the streets exhibit. In general, the soils encountered should provide the required support for paved streets providing adequate pavement structural sections and, when necessary, geotextile/geogrid reinforcement is utilized. This report, including engineering analyses, recommendations, figures, and design details are exclusive to the above referenced site. Under no circumstances shall the figures be separated from the text and used independently. Recommendations in this report are not applicable to other sites. 2.0 INVESTIGATION PROCEDURE 2.1 SUBSURFACE INVESTIGATION Fieldwork conducted on April 28 and 29, 2010 consisted of site observations and drilling thirty (30) exploratory boreholes using a CME-55 truck mounted drill rig. Boreholes were drilled ---PAGE BREAK--- Laramie Pavement Study Final Report - 2 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx throughout the City of Laramie to depths ranging from 5 to 10 feet below the existing ground surface in order to observe subgrade conditions and obtain representative soil samples. Drilling was performed using 4 ¼-inch inside diameter hollow-stem augers. Drilling and field sampling were performed in general accordance with the following standard specifications: • "Standard Practice for Using Hollow-Stem Augers for Geotechnical Exploration and Soil Sampling," ASTM D 6151. • Sampling with a two-inch O.D. split-barrel (split-spoon) per ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils." Soil type, thickness, consistency, and relative moisture content were observed and documented by a DOWL HKM Geotechnical Engineer. Split-spoon samples and bulk samples were collected. As the drilling progressed, soil samples were taken for field classification (ASTM D 2488) and groundwater levels were measured after drilling and sampling were complete. All soil borings were backfilled with drill cuttings and where applicable, patched with cold-mix asphalt. Soil samples were transported to the DOWL HKM laboratory where index and engineering property tests were conducted. Approximate boring locations are shown on Figure A-1 (Appendix Subsurface logs are attached in Appendix B. Site conditions may be variable and actual soil conditions may differ somewhat from those represented in the borehole logs. Final boring logs contain factual and interpretive information. On the final logs, horizontal lines, designating the interface between differing materials encountered, represent approximate boundaries. The transition between soil layers is typically gradual. Standard Penetration Tests (SPT) were performed using a 2-inch outside diameter split-spoon sampler driven with a 140-pound hammer in general accordance with ASTM D 1586. During the tests, samples were obtained by driving the sampler 18 inches into the soil with a hammer free falling 30-inches. The number of blows required for each 6-inches of penetration was recorded. The field N-value of the soil is recorded as the number of blows required for the final 12-inches of penetration. The field N-value provides a measure of relative density of granular soils and estimation of relative consistency of cohesive soils. 2.2 LABORATORY TESTING “Disturbed” split-spoon and bulk samples were collected during the subsurface investigation in order to complete index testing, characterize soil support properties, and categorize soil corrosivity. Additionally, bulk source aggregate samples were collected from the Granite Canyon Quarry by a DOWL HKM Materials Technician for particle size distribution analyses. Laboratory testing completed for this study is summarized in Table 1. Laboratory tests were performed in general accordance with the most recent ASTM or other procedures standard to the industry. Results are discussed in the Soil Section below and shown on the subsurface boring logs in Appendix B. Laboratory test sheets are attached in Appendix C. ---PAGE BREAK--- Laramie Pavement Study Final Report - 3 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx TABLE 1 LABORATORY TESTING SUMMARY Test Purpose of Test Unified Soil Classification System ASTM D 2487 Classifies soils based on general index testing. Natural Moisture Content ASTM D 2216 Provides a measure of natural (in-situ) water content. Atterberg Limits ASTM D 4318 Provides an indicator of the consistency and swell potential of clay soils. Particle-Size Distribution ASTM D 421 Provides a measure of grain sizes of the soils for classification and identification of physical characteristics. Moisture-Density Relationship (Standard Proctor) ASTM D 698 Provides a measure of the relationship of water content to the density of soil during compaction. California Bearing Ratio ASTM D 1883 Provides a measure of the support characteristics for the soil. Resistivity, pH, and SO4 Provides a measure of deleterious effects of the soils on buried metals and concrete. 2.3 TRAFFIC ANALYSIS Traffic Analysis was completed utilizing data collected on May 3-5 and May 18-20, 2010. In total, traffic counts were taken at eight locations throughout Laramie. Each of the City street types were examined, i.e. arterial, collector, and local streets. Sites were chosen with the City’s input and are shown on Figure D-1 (Appendix Traffic was counted for approximately 48 hours using Jamar automatic traffic counters with pneumatic road tubes. A pneumatic road tube is a rubber tube that is placed across the travel lanes and uses pressure changes to record the number of axle movements in a counter placed on the road edge. Traffic counters collected traffic data including volume, vehicle types, and direction. Counter information was downloaded from the automatic counters and analyzed to determine average daily traffic (ADT) and vehicle classifications. 3.0 SITE CONDITIONS 3.1 SITE DESCRIPTION The City of Laramie is situated in Albany County, located in the southeastern portion of the State of Wyoming. The Laramie Mountain Range is located directly east of Laramie and to the west of Laramie is 25 miles of rolling foothills and grasslands followed by the Medicine Bow Mountains. The Laramie River runs through Laramie separating Laramie and West Laramie. The elevation ranges from approximately 7,130 to 7,400 feet above sea level. ---PAGE BREAK--- Laramie Pavement Study Final Report - 4 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx 3.2 SOILS Subsurface conditions generally consist of a pavement section made up of between 2.0 and 5.5 inches of asphaltic pavement, underlain by crushed base on the order of 0 to 17.0 inches thick. In West Laramie, several streets are gravel surfaced with approximately 6.0 to 12.0 inches of crushed base. The pavement/gravel section is generally underlain by coarse-grained and fine- grained alluvial soils deposited by runoff and the Laramie River and colluvial soils originating from the nearby foothills. The coarse-grained material consists of gravel and sand, while the fine-grained materials consist of combinations of sand, silt, and clay. The alluvial and colluvial deposits extended to the borehole termination depths. Buried topsoil was encountered in soil borings BH-2, BH-11, and BH-16 immediately below the crushed base. Soils with cementitious properties were encountered in BH-12. Refer to the soil boring logs in Appendix B for graphical interpretations of the soil profiles. The following describes the various soil types encountered during the subsurface exploration and associated laboratory results. In general, the sand and gravel crushed base is loose to medium dense, dry to moist, and red to brown. Field SPT N-values ranged from 5 to 19 blows per foot. Laboratory test results on the granular material include natural moisture contents ranging from 3.6 to 19.4%. Based on field observations, this material classifies as GP and SP (poorly graded gravel with sand and poorly graded sand with gravel) in the Unified Soil Classification System (USCS). The native sand and gravel mixtures are medium dense to very dense, moist, and reddish brown. Field SPT N-values typically vary from approximately 27 to 50+ blows per foot. Laboratory test results on the granular material include natural moisture contents ranging from 9.7 to 15.9%; dry densities of between 133.2 and 137.3 pcf; and California Bearing ratios of approximately 11.2 to 26.0. Based on field observations and laboratory test results, the granular soil classifies as GP, SP, and GC (poorly graded gravel with sand, poorly graded sand with gravel, and clayey gravel) in the USCS. The silty to sandy clay generally varies from soft to very stiff, moist to wet, and is grey to red to brown. Field SPT N-values typically vary from between 2 to 22 blows per foot. Laboratory test results on the clay material include: Atterberg limits with liquid limits (LL) ranging from 25 to 55 and plastic index (PI) ranging from 7 to 35; natural moisture contents of between 8.1 and 34.7%; dry densities of between 113.7 and 127.8 pcf; and California Bearing ratios of approximately 3.8 to 8.5. Based on field observations and laboratory test results, the sandy and silty clay classifies as CL, CH, and CL-ML (lean clay, fat clay, and silty clay) in the USCS and has a low to moderate swell potential. The silty to clayey sand generally varies from very loose to dense, moist to wet, and is brown to red. Field SPT N-values typically vary from between 4 to 41 blows per foot. Laboratory test results on the sandy material include: Atterberg limits with liquid limits (LL) ranging from 21 to 29 and plastic index (PI) ranging from 5 to 14; natural moisture contents of between 3.1 and ---PAGE BREAK--- Laramie Pavement Study Final Report - 5 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx 38.3%; dry densities of between 114.7 and 134.2 pcf; and California Bearing ratios of approximately 4.5 to 15.2 Based on field observations and laboratory test results, the silty and clayey sand classifies as SC, SM, SP-SM (clayey sand, silty sand, and poorly graded sand with silt) in the USCS. The silt generally varies from very soft to very stiff, moist to wet, and is grey, brown, red, white, and yellow. Field SPT N-values typically vary from between 0 to 16 blows per foot. Laboratory test results on the silty material include: Atterberg limits with liquid limits (LL) ranging from 22 to 44 and plastic index (PI) ranging from 2 to 10; natural moisture contents of between 5.2 and 55.1%; dry densities of between 75.8 and 116.1 pcf; and California Bearing ratios of approximately 3.9 to 9.1. Based on field observations and laboratory test results, the silty material classifies as ML (silt) in the USCS and is highly frost susceptible. In addition to the subsurface exploration, soil survey information from the National Resources Conservation Service (NRCS) have been included in Appendix E – NRCS Maps and Data. 3.3 BEDROCK Based on the published geologic map of Wyoming by Love and Christianson (1985), the project area is underlain by bedrock of the Forell Limestone, Jelm, Casper, Chugwater, and Satanka Shale Formations, consisting of limestone, sandstone, siltstone, and shale. Bedrock was not encountered during the subsurface exploration. 3.4 GROUNDWATER Groundwater was encountered in soil borings BH-1, BH-2, BH-3, BH-6, BH-12, BH-21, BH-26, BH-27, and BH-30 at depths ranging from approximately 3.0 to 6.0 feet below the ground surface. Groundwater and soil moisture conditions will likely fluctuate in response to seasonal precipitation, runoff, snowmelt, and irrigation. Additionally, asphaltic and concrete pavement construction blocks air/soil moisture transfer (evapotranspiration) in arid climates and subsequently increases soil moisture. 3.5 PAVEMENT As mentioned previously, various forms of pavement distress and defects are present throughout Laramie. Observed defects include: ---PAGE BREAK--- Laramie Pavement Study Final Report - 6 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx • alligator cracks - interconnected cracks forming a series of small blocks resembling the marking on alligator skin or chicken wire • cracking - separation of pavement caused by loading, temperature extremes, and fatigue • lateral spreading cracking - longitudinal cracking that occurs when the two edges of a road embankment supporting a pavement move away from the center • polishing - aggregate surfaces becoming smooth, rounded and subsequently slippery under the action of traffic • potholes - a bowl-shaped hole in the pavement • raveling - a gradual, progressive loss of surface material caused by the loss of fine and increasingly larger aggregate from the surface, leaving a pock-marked surface • reflective cracking - cracking in asphalt overlays that follow the crack or joint pattern of layers underneath • rutting - channelized depressions that occur in the normal paths of wheel travel • spalling - breaking or chipping of the pavement at joints, cracks, and edges The defects observed throughout Laramie indicate that the existing pavement combined with poor subgrade support are inadequate to handle current traffic levels. 3.6 TRAFFIC Traffic counts collected for this study indicated Average Daily Traffic (ADT) ranging from 7,752 to 7,891 for arterial streets, 590 to 6,590 for collectors, and 728 to 3,951 for local streets. The following table shows this data compared to data from the same locations as presented on the City of Laramie 2006 Traffic Count Map. The Urban Roadway Classification Map of Laramie was utilized to designate street types. TABLE 2 TRAFFIC COUNT RESULTS* Location Street Type 2006 Traffic Count** 2010 Traffic Count Wyoming Avenue Collector 416 590 Downey Street Local 1,207 728 9th Street Collector 6,907 6,590 Ivinson Avenue Local 3,201 2,262 15th Street Arterial 8,130 7,752 Spring Creek Drive Collector 4,180 4,516 Reynolds Street Arterial 5,730 7,891 26th Street Local 3,951 *Total ADT **Laramie Traffic Counts Map, 2006 ---PAGE BREAK--- Laramie Pavement Study Final Report - 7 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx Most traffic throughout Laramie consists of passenger cars and trucks. However, larger vehicles were also present in relevant numbers. The following bar graph illustrates the average vehicle distribution by street type. It is shown that in general, the vehicle distributions are relatively the same for each street type. 4.0 ENGINEERING ANALYSES AND RECOMMENDATIONS 4.1 SOURCE AGGREGATE Based on research conducted regarding source aggregate availability, it was found that although there are numerous gravel pits near Laramie, the majority of aggregate used in the Laramie area originates from the Granite Canyon Quarry. All major suppliers utilize this material with few exceptions. DOWL HKM investigated the availability of crushed base, aggregate for asphalt, and aggregate for concrete. It was found that two types of crushed base are available, WYDOT Grading W and Grading L, however Grading W is not always readily available and is typically only produced for specific projects. Grading L is readily available and does not have to be special ordered. Based on this information, it is recommended that Grading L be utilized for the base coarse beneath all pavement sections, while Grading W can be utilized as an alternate. Based on the gradation of the two materials, it is the opinion of DOWL HKM that the structural numbers for Grading L and W will be relatively equal. Aggregate for asphaltic pavement and Portland Cement Concrete was also examined. It was found that both ½ and ¾ inch asphaltic pavement aggregate and Wyoming Public Works #57 0% 10% 20% 30% 40% 50% 60% 70% Arterial Collector Local All Streets ---PAGE BREAK--- Laramie Pavement Study Final Report - 8 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx concrete coarse aggregate are readily available. 4.2 TRAFFIC ANALYSIS To develop pavement section recommendations, ADT has been estimated based on the previously presented traffic information. Utilizing a combination of the 2006 counts, 2010 counts, the Laramie Comprehensive Plan, and engineering judgment, the following design traffic volumes have been established for each street type. These volumes were selected to represent the majority of the streets within each category. TABLE 3 TRAFFIC VOLUME BY STREET TYPE Street Type Laramie Comprehensive Plan 2006 Counts 2010 Counts Design Volume Local 100 to 5,000 252 – 4,665 728 – 3,951 1,000 Collector 1,000 to 15,000 199 – 8,008 590 – 6,590 5,000 Arterial 5,000 to 30,000 1,244 – 13,359 7,752 – 7,891 10,000 Based on results from the 2010 traffic counts, it has been assumed that 50% of the traffic travels in each direction and that 100% of the directional traffic drives in the design lane. Additionally, based on the previously presented data, a total of 8.4% truck traffic has been estimated. This value represents the average truck traffic from the 2010 traffic counts and includes all vehicles that impose a load greater than a 2-axle, 4-tire vehicle (car or normal size pickup). A detailed breakout is presented in Appendix D – Traffic Study. Utilizing traffic counts from 2006 and 2010, the following growths have been calculated. TABLE 4 TRAFFIC COUNT RESULTS Location Street Type 2006 Traffic Count 2010 Traffic Count Growth % Wyoming Avenue Collector 416 590 12.6 Downey Street Local 1,207 728 -15.5 9th Street Collector 6,907 6,590 -1.5 Ivinson Avenue Local 3,201 2,262 -10.9 15th Street Arterial 8,130 7,752 -1.6 Spring Creek Drive Collector 4,180 4,516 2.6 Reynolds Street Arterial 5,730 7,891 11.3 26th Street Local 3,951 Based on these growth values, past experience and the Laramie Comprehensive Plan, a design growth of 1% has been selected for pavement design. It should be noted that the growth is ---PAGE BREAK--- Laramie Pavement Study Final Report - 9 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx highly dependent on time of week and year that counts are taken. For example, half of the 2010 counts were taken during University of Wyoming finals week and half were taken after the college semester ended, resulting in a significant reduction in college generated traffic. In a city, such as Laramie, where the college population is a significant portion of the overall population, this reduction likely influenced the traffic counts, resulting in the observed decreases. Therefore, it is the opinion of DOWL HKM that observed growth values may not be indicative of actual growth. 4.3 PAVEMENT DESIGN Design criteria are based on soil boring observations and field and laboratory classification of soil types. Pavement section designs were completed with in-house proprietary software based on design methodologies suggested in the AASHTO Guide for Design of Pavement Structures, 1993. Our software and design methods allow section evaluation based on Equivalent Single Axle Loads (ESALs) rather than relying on published truck factors, factors that are only valid for specific structural numbers. This is particularly important for rigid pavement section design as ESALs can vary by as much as 1.5 times for high traffic volumes. Additionally, our design methods allow us to evaluate frost and swell effects on each pavement section design. 4.3.1 Subgrade Soils Subgrade soils encountered between 2 to 5 feet below the existing City streets generally consist of combinations of clay, silt, and sand, which typically are poor subgrade materials. California Bearing Ratio (CBR) tests, which can be directly correlated to soil resilient modulus (flexible design) and modulus of subgrade reaction (rigid design), were performed on seventeen (17) bulk samples collected during the subsurface exploration. These values ranged from 3.8 to 26.0 and have been grouped into the following: TABLE 5 SOIL ZONES Soil Zone CBR Range Design Value Soil Resilient Modulus (psi) Modulus of Subgrade Reaction (psi) 1 <5 4.0 6,430 122 2 5-7.5 5.9 9,140 139 3 7.5-10.0 8.8 9,500 165 4 10.0-15.0 11.7 11,400 191 5 >15.0 15.0 18,750 220 Design values shown in the above table were selected based on the average laboratory results for each given range. ---PAGE BREAK--- Laramie Pavement Study Final Report - 10 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx It was found that in general, soils that exhibited higher maximum dry unit weights also exhibited higher CBR values. This is due largely to the support characteristics of the granular materials that make up heavier soils. This relationship is illustrated in the following figure. Although, the CBR values ranged from as low as 3.8 to as high as 26.0, the mean and median values give a better indication as to the overall soil support characteristics. For this study the mean was found to be 8.8 and the median 7.6 with a standard deviation of 5.5. The overall range of values are considered very poor to good strength for pavement subgrade, however the majority of the soils are classified as very poor to poor. This is illustrated on the Soil Zone Map (Appendix which separates the City of Laramie into zones based on soil support characteristics. This map was developed by examining CBR values, soil boring logs, and NRCS soils information. In addition to the poor CBR values exhibited by the subgrade soils, fat clays are susceptible to swelling and silty soils are susceptible to frost heave. This has been accounted for in the following designs and recommendations. It should be noted that cementitious soil (referred to locally as gyp or gypsum) made up the soil sample for the CBR from BH-12 and has been excluded from the above figure. This cementitious soil exhibits very low strength in a saturated condition, however at moisture contents less than saturation the material tends to hydrate (chemical reaction resulting in hardening) and exhibits moderate strength. During laboratory testing, soil hydration resulted in soil temperatures increasing to as high as 97 degrees Fahrenheit. Laboratory observations indicate that the soil bonds that result in the measured strength increase are easily broken upon saturation. For this reason, soil collapse may occur during periods of increased soil moisture content. 0 5 10 15 20 25 30 105 110 115 120 125 130 135 CBR Dry Density as Molded (pcf) CBR Points ---PAGE BREAK--- Laramie Pavement Study Final Report - 11 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx 4.3.2 Pavement Design Parameters Pavement design parameters are based on laboratory test results, traffic analyses, use of published data, and engineering judgment. Table 6 summarizes the design parameters utilized in conjunction with the previously presented traffic and soil data in the pavement section evaluations and designs. TABLE 6 PAVEMENT DESIGN PARAMETERS Parameter Value Notes General Terminal Serviceability 2.5 ADT > 2,000 vpd Growth 1% Based on Laramie Comprehensive Plan Swell Effects Swell Rate Constant 0.12 Moderate moisture supply and soil fabric Potential Vertical Rise 0.75 inches Normal field moisture/density control Swell Probability 10% Frost Heave Effects Frost Heave Rate 10 mm/day Silty and clayey soils Frost Heave Probability 25% Serviceability Loss 2.0 Ave Frost Penetration = 5 feet Flexible Pavement Design Life 20 years Reliability 85 Standard Deviation 0.45 Flexible Layer Coefficients Asphaltic Pavement 0.44 Class I & II PMP Crushed Base 0.14 WYDOT Grading L/W Subbase 0.08 Pit Run Sand and Gravel Reused Asphalt Pavement (RAP) 0.25 Minimum Asphalt Thickness 3 inches Rigid Pavement Design Life 30 years Reliability 85 Standard Deviation 0.35 Load Transfer Coefficient 3.2 Jointed pavement Drainage Coefficient 1.0 Fair drainage Concrete Modulus of Elasticity 3,820,000 psi Based on compressive strength Concrete Modulus of Rupture 750 psi Concrete Compressive Strength 4,500 psi Minimum Thickness 6 inches Gravel Roads Design Life 10 years Surface Layer Aggregate Loss 2 inches Allowable Rutting 2 inches Determined by City of Laramie ---PAGE BREAK--- Laramie Pavement Study Final Report - 12 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx Based on the design parameters discussed previously, the following Equivalent Single Axle Loads (ESALs) and corresponding required structural numbers (Sn) and thicknesses have been determined. TABLE 7 ESTIMATED ESALS Street Type Soil Zone Flexible Pavement Rigid Pavement ESALs Sn (req’d) ESALs Thickness (req’d) Arterial 1 2,207,000 4.43 3,873,000 9.0 2 2,294,000 3.85 3,873,000 9.0 3 2,302,000 3.79 3,873,000 9.0 4 2,331,000 3.50 3,873,000 9.0 5 2,331,000 2.81 3,873,000 9.0 Collector 1 1,141,000 3.93 1,938,000 8.0 2 1,169,000 3.38 1,938,000 8.0 3 1,171,000 3.33 1,938,000 8.0 4 1,173,000 3.07 1,938,000 8.0 5 1,142,000 2.46 1,938,000 8.0 Local 1 234,000 2.91 409,000 6.0 2 229,000 2.49 409,000 6.0 3 228,000 2.45 409,000 6.0 4 224,000 2.26 409,000 6.0 5 213,000 1.82 409,000 6.0 In addition to the flexible and rigid pavement requirements shown in Table 7, gravel road requirements for alleys have also been determined. Based on estimated ESALs on the order of 4,000 and an allowable rut depth of 2-inches as determined by the City of Laramie, a minimum gravel road section thickness of 10 inches was calculated. It should be noted that in gravel road design, the design thickness is based on crushed base; however layer coefficients can be utilized to develop layered design, i.e. crushed base with pit run. 4.3.3 Evaluation of Existing Pavement Sections Utilizing the design values from Table 7, the existing pavement sections and the pavement sections contained within the City of Laramie Standards were evaluated. Compared to the required values illustrated in Table 7, current in-situ and design values are well below minimum requirements for the streets to reach a reasonable design life (20 years) and are the primary causes for the observed pavement distress and defects. Additionally, in-situ values were typically found to range well below Laramie Standards, further indicating that conditions present do not support an acceptable level of service. Table 8 illustrates this comparison. ---PAGE BREAK--- Laramie Pavement Study Final Report - 13 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx TABLE 8 EXISTING PAVEMENT SECTION COMPARISON Street Type Sn Range (req’d) In-situ Sections Laramie Standards Sn Range Sn Ave Sn Arterial 2.81 - 4.43 2.04 - 2.08 2.06 2.56 Collector 2.46 - 3.93 0.84 - 4.58 2.13 2.32 Local 1.82 - 2.91 0.84 - 3.16 1.80 2.08 4.3.4 Pavement Design Multiple pavement section alternatives are provided for each street type in each soil zone. Each group consists of multiple flexible pavement section alternatives and one rigid pavement alternative. In total 52 pavement section alternatives are provided. Additionally, two standard gravel road sections have been developed for use in alleyways. For the flexible pavement alternatives, sections were determined with and without the subbase (pit run) layer and with recycled asphalt pavement (RAP). The rigid pavement section alternative is composed of Portland Cement concrete underlain by a crushed base layer. The gravel sections were designed with and without the pit run subbase layer. Detailed drawings and program output associated with each pavement section design are included in Appendix F – Pavement Design. Layer thicknesses within a pavement section not only depend on calculated structural numbers (flexible) and thickness (rigid), but also constructability and durability during turning movements. For this reason the following minimums were adhered to during the design process. We strongly recommend that these minimums be utilized for future construction. TABLE 9 DESIGN MINIMUMS Asphaltic Pavement 3 inches Due to turning movements Base and Subbase 6 inches Due to constructability Portland Cement Concrete 6 inches Due to constructability Moderate to high traffic areas, may experience prolonged periods of parked or idling vehicles such as at stop signs/lights or bus stops, that may cause damage to flexible pavement sections in the form of rutting. Rutting may be caused by a variety of factors including engine heat, vibration from idling engine, shoving due to frequent starting and stopping, and softening causing by dripping fuel/oil. For this reason, we recommend use of the appropriate rigid pavement section alternative in these areas of Collector and Arterial streets. Such areas should ---PAGE BREAK--- Laramie Pavement Study Final Report - 14 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx extend a minimum of 40 feet from the edge of intersections for stop signs/lights and for bus stops, measure no less than 40 x 8.5 feet or be of sufficient size so that all bus tires are supported by rigid pavement. 4.3.5 Geotextiles/Geogrid Based on the relatively shallow groundwater elevations throughout Laramie and an in-depth analysis of potential swelling and frost heave of the fine-grained soils, it is anticipated that the performance period (time until terminal serviceability is reached) of the recommended sections may be reduced due to vertical soil movement. We strongly recommend the following to facilitate reaching the desired performance period: 1. A separation/stabilization fabric is strongly recommended to both reduce the potential for fines migration into pit-run and crushed aggregate base and to provide an increased level of support for the pavement section. Due to the ability to provide high strength at small strains, a woven fabric such as Propex 250ST or equivalent is recommended. 2. In areas of particularly weak subgrades (Soil Zone 1 - CBR < 5) or high groundwater, use of geogrid is preferred to the use of geotextiles for an increased level of support and to aid in constructability. A geogrid such as Tensar BX 1200 is recommended. Based on manufacturer recommendations no additional geotextile is required to facilitate separation. 3. In areas that are to be patched due to construction within an existing street, the appropriate geotextile/geogrid should be placed beneath a street patch conforming to the recommended pavement section specific for the given location. The existing pavement should be saw-cut a minimum of 2 feet from the excavation edge and the pavement and base coarse removed. A geotextile/geogrid should then be placed from pavement edge to pavement edge. If existing geotextile/geogrid is encountered beneath the pavement section, care should be taken to cut the material at the excavation edge, allowing for the existing and new geotextile/geogrid to overlap the above described distance. Geotextile/geogrid utilized beneath street patches should be continuous in the longitudinal direction. If more than one roll of material is required, rolls should be overlapped a minimum of 2 feet. Please note that use of geotextiles or geogrid does not allow for a reduction in the pavement section thickness. Additionally, their use is intended to improve the load carrying capabilities of weak subgrade soils and strengthen the overall structure. The use of geotextiles and/or geogrids will result in a section that is difficult to remove should the need to cut or replace arise. 4.3.6 Pavement Materials Asphalt pavement materials should meet applicable requirements of Wyoming Department of Transportation Specifications, 2003 Edition, Sections 400 and 800. In-place density should be at ---PAGE BREAK--- Laramie Pavement Study Final Report - 15 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx least 95 percent of the 50-blow Marshall Compaction (ASTM D1559) density of the placed mixture with the exception of arterial streets and other high traffic areas using polymer modified oil in the hot plant mix asphalt, which should utilize the 75-blow Marshall Compaction density. Marshall Design criteria should meet the requirements in Table 10. It should be noted that current City practice is to utilize a ¾ -inch mix for the bottom lift and a ½ -inch mix for the top lift. Portland Cement Concrete utilized for streets should, at a minimum, be sealed, contain fiber reinforcement such as Fibermesh 150 or an equivalent 100% virgin polypropylene fiber, be doweled along all transverse joints, have a minimum 28-day compressive strength of 4,500 psi and have a 28-day flexural strength of 650 psi. Exterior concrete should contain 5% to 7% entrained air. TABLE 10 MARSHALL DESIGN CRITERIA Stability 2000 pound minimum Flow 8 to 16 hundredths of an inch Air Voids 3 to 5 percent Voids in Mineral Aggregate ¾-inch maximum size aggregate 12 to 15 percent (laboratory) 11 to 15 percent (production) ½ inch maximum size aggregate 13 to 16 percent (laboratory) 12 to 16 percent (production) 4.3.7 Roadway Site Clearing and Subgrade Preparation Site preparation should consist of stripping the existing vegetation and loose surficial materials adjacent to the pavement area and removing the existing asphalt. Low ground pressure equipment may be required depending on field conditions during the time of construction. All exposed subgrade surfaces should be free of mounds and depressions, which could prevent uniform compaction. If previously placed fills or obstructions are encountered during site clearing or grading, such features should be removed and the excavation thoroughly cleaned prior to placement of fill. Subgrade, pit-run, and crushed aggregate base should be graded to drain. Saturation of base materials will substantially reduce the pavement life expectancy. Additionally, a collection system with proper grading should be incorporated into the roadway to collect and convey surface water and prevent ponding. All exposed soils that will receive base materials should be scarified to a minimum depth of 6 inches, conditioned to near optimum moisture content, and re-compacted to 95% of ASTM D ---PAGE BREAK--- Laramie Pavement Study Final Report - 16 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx 698. Crushed aggregate base or paving should not be placed on frozen or improperly moisture conditioned subgrade. Temporary dewatering may be required during placement of base materials if shallow groundwater is encountered. We strongly recommend dewatering prior to construction if this situation arises. Dewatering may require installation of sumps, shallow wells, or well points. The groundwater surface elevation should be controlled to a minimum of 2-feet below the bottom of all subgrade finish elevations to ensure proper compaction of natural subgrade and fill materials. Depending on final grades, subgrade soils may be soft and moist to wet, particularly during times of elevated precipitation. The use of heavy equipment may cause rutting or pumping of the wet, fine-grained subsoils. If compaction or proof rolling (static wheel rolling to an unyielding state) of subgrade soils is not practical due to excessive moisture or if the contractor’s use of excessively heavy equipment causes pumping/rutting or a otherwise “failed” subgrade, the subsoils should be over-excavated with low-ground pressure equipment and replaced with imported fill material in accordance with one of the following options. The recommended pavement sections (Appendix F) may be placed on the improved subgrade. 1. Subsoils should be over-excavated to a depth of 2 feet and replaced with compacted pit- run type material. A separation/stabilization fabric is recommended at the base of the 2- foot over-excavation to prevent fines migration into the pit-run gravel. A woven fabric such as Propex 250ST or equivalent is recommended. 2. Subsoils should be over-excavated to a depth of 18 inches and replaced with compacted structural fill meeting the Grading L gradation. Geogrid is recommended at the base of the 18 inch over-excavation to provide separation/stabilization. A geogrid such as Tensar BX 1200 is recommended. In areas near BH-12 or if similar relatively lightweight cementitious soils are encountered in areas where the groundwater is shallow or soil moisture content increases are likely, such soils should be over-excavated to a depth of 2 feet and replaced with compacted pit-run type material. Geogrid is recommended at the base of the 2-foot over-excavation to provide separation/stabilization. A geogrid such as Tensar BX 1200 is recommended. The recommended pavement section may be placed on the improved subgrade. In order to prevent differential movement, utility patches in such areas should be backfilled with site soils to an elevation that will allow for construction of the specified pavement section. 4.3.8 Roadway Fill Materials In general, pit-run gravel composed of well-graded sand and gravel mixtures and free of organics and deleterious materials may be used as subbase. Particles larger than 2-inches in diameter will impede compaction and should be removed. Alternatively, native soils meeting the following gradation may be used as subbase. Site soils consisting of combinations of clay, silt, and fine- ---PAGE BREAK--- Laramie Pavement Study Final Report - 17 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx grained sand are not recommended as fill materials. TABLE 11 PIT RUN/ROADWAY FILL SPECIFICATION Gradation Percent finer by weight 2-inch 100 No. 4 Sieve 50–100 No. 200 Sieve 25 maximum Liquid Limit/Plasticity Index 25/10 maximum Crushed aggregate base should conform to the following requirements or be approved by the project Geotechnical Engineer: TABLE 12 CRUSHED AGGREGATE BASE SPECIFICATION (GRADING L) Sieve Size (inch) Percent finer by weight 1-1/2 100 1 90-100 1/2 60-85 No. 4 35-55 No. 8 25-50 No. 200 3-15 Liquid Limit/Plasticity Index 25/3 maximum Reused Asphaltic Pavement (RAP) should be composed of pulverized or milled material with a maximum size of 2-inches and dependent on circumstances, may or may not be mixed with salvaged crushed base. Removal and placement operations should be performed in a manner that will not contaminate the RAP with subgrade soil. If contaminated RAP is encountered during placement operations, it should not be used. 4.3.9 Roadway Fill Placement and Compaction Fill material should be placed in 6 to 8-inch loose lifts, moisture-conditioned to near optimum moisture content, and compacted to at least 95% of ASTM D 698. If density tests taken in the fill indicate compaction is not being achieved, fill should be scarified or removed, moisture- conditioned to within ±2 percent of optimum moisture content, and re-compacted and re-tested. No fill should be placed over frozen ground. 4.3.10 Edge Drains Edge drains should be used with caution, strong consideration should be given as to whether an ---PAGE BREAK--- Laramie Pavement Study Final Report - 18 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx edge drain is needed. If it is determined that edge drains are necessary they should be comprised of perforated PVC pipe embedded in 1-inch minus uniform crushed stone. The entire drain should be fully encompassed in a non-woven geotextile fabric such as Propex 601. Care should be taken to slope the drain in a manner that promotes flow. The drainpipe should be sloped to daylight or exited from the subsurface at points that will not further saturate the roadbed or pavement section. Uneven pipe grades or “bellies” are typical defects that may cause unwanted water redistribution beneath the roadway. Edge-drains should be utilized as a last option. If drains are constructed and/or maintained improperly, the subgrade soils may become saturated, thus further reducing the life of the pavement section. 4.3.11 Maintenance In order to facilitate reaching the desired performance period for City streets, we strongly recommend an engineered maintenance program. This program should include items such as crack sealing, slurry sealing, milling and replacement, and concrete slab replacement. The following is a general maintenance program that should be followed at a minimum. TABLE 13 MAINTENANCE PROGRAM Year Flexible Alternatives Rigid Alternatives Gravel Surfaced Alleys 0 construction construction construction 5 slurry seal yearly grading or as needed, replace aggregate loss every 10 years minimum 10 seal cracks reseal joints 15 slurry seal 20 mill and replace 2 inches – full width 5% slab replacement and reseal joints 25 seal cracks Another maintenance option that may be considered is to utilize Cold In-Place Recycling (CIR). This process is achieved by milling the asphaltic materials from an existing pavement section. We recommend milling depths on the order of 2-inches. All milled material should conform to the RAP requirements from Section 4.3.8 Roadway Fill Materials. All milled material should be mixed with emulsion and replaced. We recommend a mix design be performed to verify material properties and behavior. Following an adequate curing period (a minimum of 1 week) a 1-inch hot plant mix asphalt overlay should be placed over the recycled pavement. Due to the behavior of milled asphalt during cold periods, it is highly recommended that if used, this method be implemented during warm times of the year. ---PAGE BREAK--- Laramie Pavement Study Final Report - 19 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx 4.3.12 Life Cycle Cost Analysis To allow for comparisons of the various provided alternatives, a detailed Life Cycle Cost Analysis has been completed. For the analysis, Soil Zone 2 (CBR = 5 – 7.5) was examined. This provides a comparison that will likely be similar for all soil zones. The analysis follows the model set forth in the Wyoming Department of Transportation Pavement Design Manual and utilized the maintenance program discussed previously. For the analysis, a design life of 20 years was utilized for flexible pavement with rehabilitation at year 20 to provide another 10 years of service. A design life of 30 years was utilized for rigid pavement. A discount rate of 4% was utilized in calculating present worth. When possible, unit prices from local suppliers/contractors were utilized; otherwise unit prices were based on 2009 Wyoming Department of Transportation Weighted Bid Prices. Items that would be the same for all scenarios, such as curb and gutter were neglected. In general, results indicate that flexible pavement options are generally less expensive than rigid pavement options, however more maintenance is required. The least expensive sections are those that incorporate RAP into the design. It should be noted that, while more economical, the use of RAP may result in construction difficulties during periods of low temperatures. Additionally, the use of RAP is highly dependent upon material availability. The following table summarizes results. Complete results of the analyses can be found in Appendix H – Life Cycle Cost Comparisons. TABLE 14 LIFE CYCLE COST COMPARISON SUMMARY Street Type Alternative Total Present Worth Cost (per SY) Arterial Asphaltic Pavement with crushed base and pit run subbase $41.74 Asphaltic Pavement with crushed base $44.34 Asphaltic Pavement with crushed base and RAP $35.36 Portland Cement Concrete with crushed base $64.88 Collector Asphaltic Pavement with crushed base and pit run subbase $36.69 Asphaltic Pavement with crushed base $39.27 Asphaltic Pavement with crushed base and RAP $33.78 Portland Cement Concrete with crushed base $58.43 Local Asphaltic Pavement with crushed base and pit run subbase $30.78 Asphaltic Pavement with crushed base $32.62 Asphaltic Pavement with crushed base and RAP $29.50 Portland Cement Concrete with crushed base $45.43 4.3.13 Future Design The proposed pavement sections provided are based on current traffic counts in conjunction with the specified growth rate and design life. These sections are only applicable as long as the traffic volume conforms to that which was utilized in the design. For this reason, we recommend that the City reevaluate their standard sections on a regular basis. In general, all design parameters ---PAGE BREAK--- Laramie Pavement Study Final Report - 20 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx will remain constant except the traffic volume and percentage of trucks. Based on these assumptions, design charts for both rigid and flexible pavement have been developed and can be used for future evaluations. Design charts can be found in Appendix F. Development of these design charts included over 270 pavement section evaluations, utilized eight CBR values chosen based on the subsurface exploration and laboratory testing, and examined a wide range of traffic volumes and percent trucks. Regression analysis was then performed on the data to develop a normalized design parameter referred to as the Traffic Factor (TF). These design charts used in conjunction with the Soil Zone Map (Appendix F) will provide a means to develop appropriate pavement sections for all types of soil support characteristics and traffic volumes. 4.4 CORROSION POTENTIAL 4.4.1 Minimum Resistivity Resistivity measurements obtained from soil samples and provided by Precision Analysis of Riverton, WY, are summarized in Appendix G – Corrosion, along with maps showing corrosivity locations. The USDA Natural Resources Conservation Service (NRCS) criteria for anticipated corrosion activity to buried metal are: Under 1,000 ohm-cm Very Severe 1,000-2,000 Severe 2,000-5,000 Moderate 5,000-10,000 Slight Over 10,000 Non-corrosive In general, resistivity measurements from soil samples collected from soils encountered 5 to 6.5 feet below the existing ground surface ranged from 108 to 2,540 ohm-cm. Based on the NRCS criteria, the soils throughout Laramie have moderate to very severe corrosion potential to buried metal. We strongly recommend that any buried metal pipe, valves, fittings, etc.) be protected by means of cathodic protection or other approved protection methods. 4.4.2 Water Soluble Sulfates Water-soluble sulfate tests were performed on the soil recovered from the subsurface exploration in order to determine corrosivity of the soil on concrete. Results provided by Precision Analysis of Riverton, WY, have summarized in Appendix G – Corrosion. Two zones were targeted for testing. They included 1) the area 5 to 6.5 feet below the existing ground surface where manholes and thrust blocks may be placed and 2) the area immediately below the existing pavement, which will affect curb and gutter and concrete pavement. The test results indicate that sulfate content ranges from approximately 0.004 to 0.75%. The Portland Cement Association criteria for sulfate exposure to buried concrete are: ---PAGE BREAK--- Laramie Pavement Study Final Report - 21 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx 0 – 0.10% Negligible 0.10 – 0.20% Moderate 0.20 – 2.0% Severe Over 2.0% Very Severe Based on the above criteria, the sulfate exposure from the majority of site soils is negligible to severe. Based on the natural soil water-soluble sulfates, we recommend that Type I, Type II, and Type V Portland cement be used for all concrete in contact with the natural soils for negligible, moderate, and severe sulfate exposure, respectively. 5.0 LIMITATIONS This report was prepared for use by the City of Laramie and their representatives. It should be made available for information on factual data only and not as a warranty of conditions. We strongly recommend that field verification of site conditions be completed prior to design of future projects. This report, including engineering analyses, recommendations, figures, and schematics are exclusive to the Laramie Pavement Study and the Laramie area. Under no circumstances shall the figures be separated from the text and used independently. Recommendations in this report are not applicable to other projects. These services have been performed in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar time and budgetary constraints. No warranty is made or implied. ---PAGE BREAK--- Laramie Pavement Study Final Report - 22 - H:\22\10609.01 Laramie Pavement Study\Report\Final Report\Laramie Pavement Study Final Report.docx 6.0 REFERENCES AASHTO, 1993, AASHTO Guide for Design of Pavement Structures. Applied Pavement Technology, 2007, Design and Maintenance of Low Volume Roads. City of Laramie, 2007, Comprehensive Plan. City of Laramie, Laramie 2006 Traffic Count Map, http://www.cityoflaramie.org/cityhall/departments/engineering/documents/2006LaramieTrafficC ounts.pdf Love, J.D. and Christiansen, A.C., 1985, Geologic Map of Wyoming; Prepared by the U.S. Geological Survey and the Wyoming Geological Survey, Scale: 1:500,000. National Resources Conservation Service, http://www.soildatamart.nrcs.usda.gov Portland Cement Association, 1994, Design and Control of Concrete Mixtures, 13th Ed. Wyoming Department of Transportation, 2001, Pavement Design Manual. Wyoming Department of Transportation 2002, The Urban Roadway Classification Map of Laramie Wyoming Department of Transportation, 2003, Specifications for Road and Bridge Construction, Sections 400, 500, and 800. Wyoming Department of Transportation, 2009 WYDOT Weighted Average Bid Prices, http://www.dot.state.wy.us/wydot/business_with_wydot/contractors/contractor_bids/weig hted_bid_price ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix A - Borehole Location Map Appendix A - Borehole Location Map PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix B - Borehole Logs Appendix B - Borehole Logs PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix C - Laboratory Test Results Appendix C - Laboratory Test Results PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- City of Laramie Pavement Study SUMMARY OF PHYSICAL PROPERTIES TEST RESULTS LAB NUMBER LOCATION SAMPLE NUMBER DEPTH RANGE CLASSIFICATION SYMBOL FINES SMALLER THAN 0.075 mm SAND NO. 200(0.075 mm) TO NO. 4(4.76 mm) GRAVEL NO. 4(4.76 mm) TO 3 IN.(76.2 mm) COBBLES 3 IN.(76.2 mm) TO 5 IN.(127 mm) OVERSIZE LARGER THAN 5 IN.(127 mm) LIQUID LIMIT - % PLASTICITY INDEX - % MAXIMUM DRY UNIT WEIGHT(D698)-pcf OPTIMUM MOISTURE CONTENT - % CALIFORNIA BEARING RATIO - DRY DENSITY AS MOLDED - pcf CALIFORNIA BEARING RATIO NATURAL MOISTURE - % pH RESISTIVITY (Ohm-cm) WATER SOLUBLE SO4-% BH-1 SS-2 2.5-4' 44.2 32 16 21.1 SS-3 5-6.5' Bulk 2-5' 117.9 13.1 111.9 5.2 7.59 260 0.180% BH-2 SS-1 0-1.5' 33.2 29 14 9.1 SS-2 2.5-4' 43.5 29 10 12.3 SS-3 5-6.5' 41.2 26 10 14.1 Bulk 2-5' 7.84 284 0.150% BH-3 SS-2 2.5-4' 36.8 25 10 11.9 SS-3 5-6.5' 24.3 8.8 7.96 1300 0.020% BH-4 SS-2 2.5-4' 45.8 12.5 SS-3 5-6.5' 35.3 29 14 9.6 Bulk 2-5' 123.7 11.4 116.9 5.3 7.71 140 0.150% BH-5 SS-2 2.5-4' 42.4 25 10 10.2 SS-3 5-6.5' 4.8 7.65 116 0.240% BH-6 SS-2 2.5-4' 38.0 27 11 17.5 SS-3 5-6.5' 14.1 7.96 953 0.038% Bulk 2-5' 114.7 13.7 108.8 7.6 BH-7 SS-2 2.5-4' 8.1 SS-3 5-6.5' 33.0 28 13 9.6 Bulk 2-5' 127.8 9.4 121.3 8.5 7.86 205 0.220% BH-8 SS-2 2.5-4' 43.2 9.5 7.66 154 0.300% SS-3 5-6.5' 71.9 55 35 24.3 BH-9 SS-2 2.5-4' 12.1 SS-3 5-6.5' 7.95 450 0.084% Bulk 2-5' 39.9 23 11 131.5 8.2 125.0 10.9 11.4 BH-10 SS-1 2.5-20.5" 46.6 23 8 17.9 SS-2 2.5-4' 9.3 19 4 4.0 SS-3 5-6.5' 8.57 2200 0.004% BH-11 SS-2 2.5-4' 23.7 SS-3 5-6.5' 40.8 44 22 34.7 Bulk 2-5' 113.7 12.6 107.9 3.8 30.2 7.88 730 0.049% BH-12 SS-1 5.5-23.5" 52.4 36 3 24.3 SS-2 2.5-4' 7.86 226 0.300% Bulk 2-5' 75.8 45.7 71.6 9.1 55.1 5122.10609.01 1 6/24/2010 ---PAGE BREAK--- City of Laramie Pavement Study SUMMARY OF PHYSICAL PROPERTIES TEST RESULTS LAB NUMBER LOCATION SAMPLE NUMBER DEPTH RANGE CLASSIFICATION SYMBOL FINES SMALLER THAN 0.075 mm SAND NO. 200(0.075 mm) TO NO. 4(4.76 mm) GRAVEL NO. 4(4.76 mm) TO 3 IN.(76.2 mm) COBBLES 3 IN.(76.2 mm) TO 5 IN.(127 mm) OVERSIZE LARGER THAN 5 IN.(127 mm) LIQUID LIMIT - % PLASTICITY INDEX - % MAXIMUM DRY UNIT WEIGHT(D698)-pcf OPTIMUM MOISTURE CONTENT - % CALIFORNIA BEARING RATIO - DRY DENSITY AS MOLDED - pcf CALIFORNIA BEARING RATIO NATURAL MOISTURE - % pH RESISTIVITY (Ohm-cm) WATER SOLUBLE SO4-% BH-13 SS-2 2.5-4' 33.2 25 9 12.7 SS-3 5-6.5' 7.79 408 0.140% Bulk 2-5' 122.6 11.9 116.1 4.5 BH-14 SS-2 2.5-4' 37.5 21 5 10.0 SS-3 5-6.5' 8.05 1840 0.006% SS-4 10-11.5' 61.6 26 7 11.3 BH-15 SS-1 3-21" 11.5 0.240% SS-2 2.5-4' 67.4 22 2 15.0 SS-3 5-6.5' 7.94 216 0.120% Bulk 2-5' 116.1 14.2 110.1 3.9 BH-16 SS-1 3.5-21.5" 40.6 37 10 19.4 SS-2 2.5-4' 79.0 37 9 37.9 SS-3 5-6.5' 8.15 108 0.750% BH-17 SS-3 5-6.5' 8.57 571 0.032% Bulk 2-5' 35.8 22 9 126.2 8.7 120.2 10.8 9.3 BH-18 SS-2 2.5-4' 13.4 6.2 SS-3 5-6.5' 8.20 2540 0.007% BH-19 SS-2 2.5-4' 41.6 21 8 6.1 SS-3 5-6.5' 8.19 157 0.390% BH-20 SS-1 3-21" 0.030% SS-2 2.5-4' 42.8 26 11 12.5 SS-3 5-6.5' 7.97 619 0.022% Bulk 2-5' 128.4 10.0 121.7 6.0 BH-21 SS-2 2.5-4' 86.3 44 10 41.6 SS-3 5-6.5' 8.01 209 0.220% BH-22 SS-2 2.5-4' 91.6 32 16 20.7 SS-3 5-6.5' 8.17 328 0.130% Bulk 2-5' 123.1 11.7 116.6 5.7 BH-23 SS-1 2-20" 11.0 45.0 24.0 Bulk 2-5' 15.9 48.4 35.7 137.3 6.3 130.6 26.0 7.83 341 0.170% BH-24 SS-1 2.5-20.5" 5.2 SS-3 5-6.5' 8.01 420 0.016% BH-25 SS-1 2-20" 71.8 0.004% SS-2 2.5-4' 58.4 26 8 21.1 SS-3 5-6.5' 8.24 1480 0.015% Bulk 2-5' 25 9 116.3 12.9 110.4 5.5 5122.10609.01 2 6/24/2010 ---PAGE BREAK--- City of Laramie Pavement Study SUMMARY OF PHYSICAL PROPERTIES TEST RESULTS LAB NUMBER LOCATION SAMPLE NUMBER DEPTH RANGE CLASSIFICATION SYMBOL FINES SMALLER THAN 0.075 mm SAND NO. 200(0.075 mm) TO NO. 4(4.76 mm) GRAVEL NO. 4(4.76 mm) TO 3 IN.(76.2 mm) COBBLES 3 IN.(76.2 mm) TO 5 IN.(127 mm) OVERSIZE LARGER THAN 5 IN.(127 mm) LIQUID LIMIT - % PLASTICITY INDEX - % MAXIMUM DRY UNIT WEIGHT(D698)-pcf OPTIMUM MOISTURE CONTENT - % CALIFORNIA BEARING RATIO - DRY DENSITY AS MOLDED - pcf CALIFORNIA BEARING RATIO NATURAL MOISTURE - % pH RESISTIVITY (Ohm-cm) WATER SOLUBLE SO4-% BH-26 SS-1 4-22" 6.1 SS-2 2.5-4' 56.2 25 11 9.7 SS-3 5-6.5' 38.3 14.8 Bulk 2-5' 133.2 7.4 126.8 11.2 7.96 204 0.330% BH-27 SS-2 2.5-4' 63.9 32 16 19.3 SS-3 5-6.5' 8.17 843 0.037% BH-28 SS-2 2.5-4' 27.7 19 5 9.7 SS-3 5-6.5' 8.22 956 0.008% Bulk 2-5' 130.0 8.7 123.4 10.2 BH-29 SS-1 4-22" 4.7 SS-2 2.5-4' 11.2 3.1 SS-3 5-6.5' 8.28 1160 0.024% Bulk 2-5' 134.2 7.1 127.4 15.2 BH-30 SS-1 4-22" 3.6 SS-2 2.5-4' 36.3 33 14 24.5 SS-3 5-6.5' 7.46 2810 0.190% Grading W 12.5 44.5 43.0 Grading L 7.0 19.0 74.0 Crusher Fines 1.2 74.7 24.0 1/2" Rock 1.5 8.5 90.0 3/4" Rock 0.7 1.3 98.0 #57 0.3 0.7 99.0 Fine Aggregate 6.0 72.0 22.0 Source Aggregate Testing - Granite Canyon Quarry 5122.10609.01 3 6/24/2010 ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 117.9 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 94.9% LIQUID LIMIT Dry Density As Molded(pcf) 111.9 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 108.8 PLASTIC INDEX Moisture Content(%): 13.0% 13.1% 17.2% 16.0% Swell(% of Initial Height) 0.2% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 5.2 Remarks: PROJECT: Laramie Pavement Study PROJECT NO.: 5122.10609.01 LAB NO.: LOCATION: BH-1 SAMPLED BY: DEPTH: 2-5' DATE SAMPLED: SAMPLE NO.: 0 DATE TESTED: 4/28/2010 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 5/6/2010 1956 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KDJ DESCRIPTION 13.1% 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 110.0 111.0 112.0 113.0 114.0 115.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) 0.0 20.0 40.0 60.0 80.0 100.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 123.7 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 94.5% LIQUID LIMIT Dry Density As Molded(pcf) 116.9 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 115.8 PLASTIC INDEX Moisture Content(%): 12.0% 12.0% 16.3% 13.4% Swell(% of Initial Height) 0.3% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 5.3 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-4 SAMPLED BY: DEPTH: 2.0-5.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 5/11/2010 24795 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 11.4% 0.0 4.0 8.0 12.0 16.0 20.0 114.0 115.0 116.0 117.0 118.0 119.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point#1 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 114.7 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 94.9% LIQUID LIMIT 37 Dry Density As Molded(pcf) 108.8 PLASTIC LIMIT 22 Dry Density After 96 Hour Soak(pcf) 112.4 PLASTIC INDEX 15 Moisture Content(%): 13.7% 13.8% CL 14.9% A-6 (13) 13.7% Swell(% of Initial Height) 0.3% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 7.6 Remarks: PROJECT: Laramie Pavement Study PROJECT NO.: 5222.10609.01 LAB NO.: LOCATION: BH-6 SAMPLED BY: DEPTH: 2-5' DATE SAMPLED: SAMPLE NO.: DATE TESTED: 4/28/2010 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 5/6/2010 1969 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KDJ DESCRIPTION 13.7% Lean clay 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 105.0 106.0 107.0 108.0 109.0 110.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) 0.0 20.0 40.0 60.0 80.0 100.0 120.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 127.8 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 94.9% LIQUID LIMIT Dry Density As Molded(pcf) 121.3 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 120.7 PLASTIC INDEX Moisture Content(%): 9.9% 9.8% 12.5% 10.9% Swell(% of Initial Height) 0.5% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 8.5 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-7 SAMPLED BY: DEPTH: 2.0-5.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 5/7/2010 24787 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 9.4% 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 0.0 4.0 8.0 12.0 16.0 20.0 119.0 120.0 121.0 122.0 123.0 124.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point #1 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 131.5 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 95.1% LIQUID LIMIT Dry Density As Molded(pcf) 125.0 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 124.5 PLASTIC INDEX Moisture Content(%): 8.5% 8.2% 11.5% 9.1% Swell(% of Initial Height) 0.1% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 10.9 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-9 SAMPLED BY: DEPTH: 2.0-5.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 5/7/2010 24792 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 8.2% 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 0.0 4.0 8.0 12.0 16.0 20.0 123.0 124.0 125.0 126.0 127.0 128.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point#1 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 113.7 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 94.9% LIQUID LIMIT 37 Dry Density As Molded(pcf) 107.9 PLASTIC LIMIT 22 Dry Density After 96 Hour Soak(pcf) 107.6 PLASTIC INDEX 15 Moisture Content(%): 12.6% 12.6% CL 18.9% A-6 (13) 16.4% Swell(% of Initial Height) 0.9% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 3.8 Remarks: PROJECT: Laramie Pavement Study PROJECT NO.: 5222.10609.01 LAB NO.: LOCATION: BH-11 SAMPLED BY: DEPTH: 2-5' DATE SAMPLED: SAMPLE NO.: DATE TESTED: 5/13/2010 1985 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KDJ DESCRIPTION 12.6% Lean clay 4/28/2010 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 0.0 1.0 2.0 3.0 4.0 5.0 96.0 97.0 98.0 99.0 100.0 101.0 102.0 103.0 104.0 105.0 106.0 107.0 108.0 109.0 110.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) 0.0 20.0 40.0 60.0 80.0 100.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 75.8 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 94.4% LIQUID LIMIT 36 Dry Density As Molded(pcf) 71.6 PLASTIC LIMIT 33 Dry Density After 96 Hour Soak(pcf) 68.7 PLASTIC INDEX 3 Moisture Content(%): 45.7% 45.6% CL 57.8% A-6 (13) 51.0% Swell(% of Initial Height) 0.0% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 9.1 Remarks: PROJECT: Laramie Pavement Study PROJECT NO.: 5222.10609.01 LAB NO.: LOCATION: BH-12 SAMPLED BY: DEPTH: 2-5' DATE SAMPLED: SAMPLE NO.: DATE TESTED: 4/28/2010 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 5/18/2010 1988 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KDJ DESCRIPTION 45.7% Lean clay 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 70.0 71.0 72.0 73.0 74.0 75.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 200.0 220.0 240.0 260.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 122.6 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 94.7% LIQUID LIMIT Dry Density As Molded(pcf) 116.1 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 114.2 PLASTIC INDEX Moisture Content(%): 12.6% 12.7% 15.8% 17.2% Swell(% of Initial Height) 0.3% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 4.5 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-13 SAMPLED BY: DEPTH: 2.0-5.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 5/11/2010 24794 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 11.9% 0.0 4.0 8.0 12.0 16.0 20.0 114.0 115.0 116.0 117.0 118.0 119.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point#1 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 116.1 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 94.8% LIQUID LIMIT Dry Density As Molded(pcf) 110.1 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 110.3 PLASTIC INDEX Moisture Content(%): 14.5% 14.7% 16.0% 15.9% Swell(% of Initial Height) 0.1% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 3.9 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-15 SAMPLED BY: DEPTH: 2.0-5.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 5/11/2010 24797 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 14.2% 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 0.0 4.0 8.0 12.0 16.0 20.0 108.0 109.0 110.0 111.0 112.0 113.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point#1 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 126.2 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 95.2% LIQUID LIMIT Dry Density As Molded(pcf) 120.2 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 120.2 PLASTIC INDEX Moisture Content(%): 8.9% 8.9% 12.1% 10.9% Swell(% of Initial Height) 0.2% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 10.8 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-17 SAMPLED BY: DEPTH: 2.0-5.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 5/11/2010 24796 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 8.7% 0.0 4.0 8.0 12.0 16.0 20.0 118.0 119.0 120.0 121.0 122.0 123.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point#1 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 128.4 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 94.7% LIQUID LIMIT Dry Density As Molded(pcf) 121.7 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 120.4 PLASTIC INDEX Moisture Content(%): 10.2% 10.2% 14.0% 11.6% Swell(% of Initial Height) 0.2% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 6.0 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-20 SAMPLED BY: DEPTH: 2.0-5.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 5/7/2010 24790 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 10.0% 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 0.0 4.0 8.0 12.0 16.0 20.0 119.0 120.0 121.0 122.0 123.0 124.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point #1 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 123.1 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 94.8% LIQUID LIMIT Dry Density As Molded(pcf) 116.6 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 115.5 PLASTIC INDEX Moisture Content(%): 11.9% 11.6% 15.7% 13.3% Swell(% of Initial Height) 0.4% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 5.7 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-22 SAMPLED BY: DEPTH: 2.0-5.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 5/7/2010 24791 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 11.7% 0.0 4.0 8.0 12.0 16.0 20.0 114.0 115.0 116.0 117.0 118.0 119.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point #1 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 137.3 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 95.1% LIQUID LIMIT Dry Density As Molded(pcf) 130.6 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 131.8 PLASTIC INDEX Moisture Content(%): 6.3% 6.4% 7.6% 7.3% Swell(% of Initial Height) 0.0% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 26.0 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-23 SAMPLED BY: DEPTH: 2.0-7.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 5/11/2010 24788 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 6.3% 0.0 5.0 10.0 15.0 20.0 25.0 30.0 128.0 129.0 130.0 131.0 132.0 133.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point#1 0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 116.3 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 94.9% LIQUID LIMIT Dry Density As Molded(pcf) 110.4 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 110.1 PLASTIC INDEX Moisture Content(%): 12.9% 13.1% 15.7% 14.5% Swell(% of Initial Height) 0.3% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 5.5 Remarks: PROJECT: Laramie Pavement Study PROJECT NO.: 5122.10609.01 LAB NO.: LOCATION: BH-25 SAMPLED BY: DEPTH: 2-5' DATE SAMPLED: SAMPLE NO.: DATE TESTED: 5/13/2010 2029 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KDJ DESCRIPTION 12.9% 4/28/2010 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 108.0 109.0 110.0 111.0 112.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) 0.0 20.0 40.0 60.0 80.0 100.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 133.2 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 95.2% LIQUID LIMIT Dry Density As Molded(pcf) 126.8 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 127.0 PLASTIC INDEX Moisture Content(%): 7.4% 7.2% 9.9% 8.8% Swell(% of Initial Height) 0.2% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 11.2 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-26 SAMPLED BY: DEPTH: 2.0-5.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 5/11/2010 24793 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 7.4% 0.0 4.0 8.0 12.0 16.0 20.0 124.0 125.0 126.0 127.0 128.0 129.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point#1 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 130.0 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 95.0% LIQUID LIMIT Dry Density As Molded(pcf) 123.4 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 123.6 PLASTIC INDEX Moisture Content(%): 8.7% 8.7% 11.4% 9.7% Swell(% of Initial Height) 0.1% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 10.2 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-28 SAMPLED BY: DEPTH: 2.0-5.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 5/7/2010 24786 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 8.7% 0.0 4.0 8.0 12.0 16.0 20.0 121.0 122.0 123.0 124.0 125.0 126.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point #1 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- ASTM: D698 Maximum Dry Density: 134.2 Optimum Moisture: TEST RESULTS Point #1 Point #2 Point #3 Percent of Maximum Dry Density 95.0% LIQUID LIMIT Dry Density As Molded(pcf) 127.4 PLASTIC LIMIT Dry Density After 96 Hour Soak(pcf) 127.8 PLASTIC INDEX Moisture Content(%): 7.1% 7.3% 9.4% 8.2% Swell(% of Initial Height) 0.0% Surcharge Amount(psf) 50.9 Bearing Ratio of Soaked Sample(CBR) 15.2 Remarks: PROJECT: Laramie Pavement Project PROJECT NO.: 5122.10609 LAB NO.: LOCATION: BH-29 SAMPLED BY: DEPTH: 2.0-5.0' DATE SAMPLED: SAMPLE NO.: Composite DATE TESTED: 5/7/2010 24789 CALIFORNIA BEARING RATIO DOWL HKM USCS AASHTO KJ DESCRIPTION 7.1% 4/28-29/10 Before Compaction After Compaction Top 1" After Soak Average After Soak ATTERBERG LIMITS CLASSIFICATION 0.0 4.0 8.0 12.0 16.0 20.0 125.0 126.0 127.0 128.0 129.0 130.0 California Bearing Ratio Dry Density as Molded(PCF) Bearing Ratio of Soaked Sample(CBR) Bearing Ratio of Soaked Sample(CBR) Point #1 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 Penetration Resistance, PSI Penetration, Inches ---PAGE BREAK--- Maximum dry density = 117.9 pcf Optimum moisture = 13.1 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 TEST RESULTS MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Source of Sample: BH-1 Figure ASTM D 698-07 Method A Standard 5122.10609.01 City of Laramie Dry density, pcf 107.5 110 112.5 115 117.5 120 Water content, % 9 10.5 12 13.5 15 16.5 18 13.1%, 117.9 pcf Test specification: COMPACTION TEST REPORT Laramie Pavement Study ---PAGE BREAK--- Tested By: MC/JH Checked By: RA 122.0 pcf Maximum dry density = 123.7 pcf 12.1 % Optimum moisture = 11.4 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-4 Depth: 2-5' Sample Number: 24795 Figure ASTM D 698-00a Method A Standard 2-5' 5.5 N/T 5122.10609 Sampled By: DOWL HKM 5/7/10 02 Dry density, pcf 100 110 120 130 140 150 Water content, % 5 7 9 11 13 15 17 11.4%, 123.7 pcf ZAV for Sp.G. = 2.65 Test specification: ASTM D 4718-87 Oversize Corr. Applied to Each Test Point COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- Maximum dry density = 114.7 pcf Optimum moisture = 13.7 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 TEST RESULTS MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Source of Sample: BH-6 Figure ASTM D 698-07 Method A Standard 5122.10609.01 City of Laramie Dry density, pcf 111 112 113 114 115 116 Water content, % 11 12 13 14 15 16 17 13.7%, 114.7 pcf Test specification: COMPACTION TEST REPORT Laramie Pavement Study ---PAGE BREAK--- Tested By: RA/JM Checked By: RA 124.4 pcf Maximum dry density = 127.8 pcf 10.6 % Optimum moisture = 9.4 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-7 Depth: 2-5' Sample Number: 24787 Figure ASTM D 698-00a Method A Standard 2-5' 12.1 N/T 5122.10609 Sampled By: DOWL HKM 5/6/10 01 Dry density, pcf 100 110 120 130 140 150 Water content, % 3 5 7 9 11 13 15 9.4%, 127.8 pcf ZAV for Sp.G. = 2.65 Test specification: ASTM D 4718-87 Oversize Corr. Applied to Each Test Point COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- Tested By: RA/JM Checked By: RA 128.6 pcf Maximum dry density = 131.5 pcf 9.1 % Optimum moisture = 8.2 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-9 Depth: 2-5' Sample Number: 24792 Figure ASTM D 698-00a Method A Standard 2-5' 10.7 N/T 5122.10609 Sampled By: DOWL HKM 5/6/10 03 Dry density, pcf 100 110 120 130 140 150 Water content, % 2 4 6 8 10 12 14 8.2%, 131.5 pcf ZAV for Sp.G. = 2.65 Test specification: ASTM D 4718-87 Oversize Corr. Applied to Each Test Point COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- Maximum dry density = 113.7 pcf Optimum moisture = 12.6 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 TEST RESULTS MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Source of Sample: BH-11 Figure ASTM D 698-07 Method A Standard 5122.10609.01 City of Laramie Dry density, pcf 113 113.2 113.4 113.6 113.8 114 Water content, % 11 12 13 14 15 16 17 12.6%, 113.7 pcf Test specification: COMPACTION TEST REPORT Laramie Pavement Study ---PAGE BREAK--- Maximum dry density = 75.8 pcf Optimum moisture = 45.7 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 TEST RESULTS MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Source of Sample: BH-12 Figure ASTM D 698-07 Method A Standard 5122.10609.01 City of Laramie Dry density, pcf 68 70 72 74 76 78 Water content, % 30 35 40 45 50 55 60 45.7%, 75.8 pcf Test specification: COMPACTION TEST REPORT Laramie Pavement Study ---PAGE BREAK--- Tested By: MC/JH Checked By: RA 120.3 pcf Maximum dry density = 122.6 pcf 12.8 % Optimum moisture = 11.9 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-13 Depth: 2-5' Sample Number: 24794 Figure ASTM D 698-00a Method A Standard 2-5' 7.5 N/T 5122.10609 Sampled By: DOWL HKM 5/7/10 04 Dry density, pcf 100 110 120 130 140 150 Water content, % 4 6 8 10 12 14 16 11.9%, 122.6 pcf ZAV for Sp.G. = 2.65 Test specification: ASTM D 4718-87 Oversize Corr. Applied to Each Test Point COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- Tested By: MC/JH Checked By: RA Maximum dry density = 116.1 pcf Optimum moisture = 14.2 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 TEST RESULTS MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-15 Depth: 2-5' Sample Number: 24797 Figure ASTM D 698-00a Method A Standard 2-5' 4.2 N/T 5122.10609 Sampled By: DOWL HKM 5/7/10 05 Dry density, pcf 100 110 120 130 140 150 Water content, % 7 9 11 13 15 17 19 14.2%, 116.1 pcf ZAV for Sp.G. = 2.65 Test specification: COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- Tested By: MC/JH Checked By: RA 122.2 pcf Maximum dry density = 126.2 pcf 9.8 % Optimum moisture = 8.7 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-17 Depth: 2-5' Sample Number: 24796 Figure ASTM D 698-00a Method A Standard 2-5' 12.7 N/T 5122.10609 Sampled By: DOWL HKM 5/7/10 06 Dry density, pcf 100 110 120 130 140 150 Water content, % 2 4 6 8 10 12 14 8.7%, 126.2 pcf ZAV for Sp.G. = 2.65 Test specification: ASTM D 4718-87 Oversize Corr. Applied to Each Test Point COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- Tested By: RA/JM Checked By: RA 124.2 pcf Maximum dry density = 128.4 pcf 11.4 % Optimum moisture = 10.0 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-20 Depth: 2-5' Sample Number: 24790 Figure ASTM D 698-00a Method A Standard 2-5' 13.6 N/T 5122.10609 Sampled By: DOWL HKM 5/6/10 07 Dry density, pcf 100 110 120 130 140 150 Water content, % 3 5 7 9 11 13 15 10.0%, 128.4 pcf ZAV for Sp.G. = 2.65 Test specification: ASTM D 4718-87 Oversize Corr. Applied to Each Test Point COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- Tested By: RA/JM Checked By: RA 119.8 pcf Maximum dry density = 123.1 pcf 12.9 % Optimum moisture = 11.7 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-22 Depth: 2-5' Sample Number: 24791 Figure ASTM D 698-00a Method A Standard 2-5' 10.3 N/T 5122.10609 Sampled By: DOWL HKM 5/6/10 08 Dry density, pcf 100 110 120 130 140 150 Water content, % 4 6 8 10 12 14 16 11.7%, 123.1 pcf ZAV for Sp.G. = 2.65 Test specification: ASTM D 4718-87 Oversize Corr. Applied to Each Test Point COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- Tested By: RA Checked By: RA Maximum dry density = 137.3 pcf Optimum moisture = 6.3 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. 3/4 in. No.200 TEST RESULTS MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-23 Depth: 2-7' Sample Number: 24788 Figure ASTM D 698-00a Method C Standard 2-7' 3.5 15.9 5122.10609 Sampled By: DOWL HKM 5/7/10 09 Dry density, pcf 100 110 120 130 140 150 Water content, % 1 3 5 7 9 11 13 6.3%, 137.3 pcf ZAV for Sp.G. = 2.65 Test specification: COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- Maximum dry density = 116.3 pcf Optimum moisture = 12.9 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 TEST RESULTS MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Source of Sample: BH-25 Figure ASTM D 698-07 Method A Standard 5122.10609.01 City of Laramie Dry density, pcf 113 114 115 116 117 118 Water content, % 10 11 12 13 14 15 16 12.9%, 116.3 pcf Test specification: COMPACTION TEST REPORT Laramie Pavement Study ---PAGE BREAK--- Tested By: RA Checked By: RA Maximum dry density = 133.2 pcf Optimum moisture = 7.4 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. 3/4 in. No.200 TEST RESULTS MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-26 Depth: 2-5' Sample Number: 24793 Figure ASTM D 698-00a Method C Standard 2-5' 0.6 N/T 5122.10609 Sampled By: DOWL HKM 5/7/10 10 Dry density, pcf 100 110 120 130 140 150 Water content, % 1 3 5 7 9 11 13 7.4%, 133.2 pcf ZAV for Sp.G. = 2.65 Test specification: COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- Tested By: RA/JM Checked By: RA 128.2 pcf Maximum dry density = 130.0 pcf 9.2 % Optimum moisture = 8.7 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-28 Depth: 2-5' Sample Number: 24786 Figure ASTM D 698-00a Method A Standard 2-5' 6.6 N/T 5122.10609 Sampled By: DOWL HKM 5/6/10 11 Dry density, pcf 100 110 120 130 140 150 Water content, % 2.5 4.5 6.5 8.5 10.5 12.5 14.5 8.7%, 130.0 pcf ZAV for Sp.G. = 2.65 Test specification: ASTM D 4718-87 Oversize Corr. Applied to Each Test Point COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- Tested By: RA/JM Checked By: RA 130.6 pcf Maximum dry density = 134.2 pcf 8.0 % Optimum moisture = 7.1 % Elev/ Classification Nat. Sp.G. LL PI % > % < Depth USCS AASHTO Moist. #4 No.200 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Project No. Client: Remarks: Project: Date: Location: BH-29 Depth: 2-5' Sample Number: 24789 Figure ASTM D 698-00a Method A Standard 2-5' 12.7 N/T 5122.10609 Sampled By: DOWL HKM 5/6/10 12 Dry density, pcf 100 110 120 130 140 150 Water content, % 0 2 4 6 8 10 12 7.1%, 134.2 pcf ZAV for Sp.G. = 2.65 Test specification: ASTM D 4718-87 Oversize Corr. Applied to Each Test Point COMPACTION TEST REPORT Laramie Pavement Project ---PAGE BREAK--- (no specification provided) * PL= LL= PI= USCS (D 2487)= AASHTO (M 145)= D90= D85= D60= D50= D30= D15= D10= Cu= Cc= Remarks SAND and GRAVEL; medium dense, moist, reddish brown [Alluvium] 1" 3/4" 1/2" 3/8" #4 #8 #16 #30 #50 #100 #200 96 80 70 66 56 52 49 43 32 20 11 GP/SP 22.8877 20.9891 6.4838 1.4969 0.2740 0.1023 5/5/10 RRB 4/28/10 City of Laramie Laramie Pavement Study 5122.10609.01 Material Description Atterberg Limits (ASTM D 4318) Classification Coefficients Date Received: Date Tested: Tested By: Checked By: Title: Date Sampled: Source of Sample: BH-23 Depth: 0.17 Sample Number: SS-1 Client: Project: Project No: Figure Test Results (ASTM C 136 & ASTM C 117) Opening Percent Spec.* Pass? Size Finer (Percent) (X=Fail) PERCENT FINER 0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.001 0.01 0.1 1 10 100 % Coarse % Gravel Fine Coarse Medium % Sand Fine Silt % Fines Clay 24 5 14 26 11 6 in. 3 in. 2 in. 1½ in. 1 in. ¾ in. ½ in. 3/8 in. #4 #10 #20 #30 #40 #60 #100 #140 #200 Particle Size Distribution Report ---PAGE BREAK--- 01 (no specification provided) * PL= LL= PI= USCS (D 2487)= AASHTO (M 145)= D90= D85= D60= D50= D30= D15= D10= Cu= Cc= Remarks 1.5 1 .75 .5 .375 #4 #10 #20 #40 #80 #100 #200 100.0 99.1 96.5 87.7 79.4 64.3 57.4 52.4 43.6 28.8 26.8 15.9 13.8226 11.5399 3.1917 0.6665 0.1977 Sample by: DOWL HKM 5/6/10 JH RA 5/8/10 Laramie Pavement Project 5122.10609 Material Description Atterberg Limits (ASTM D 4318) Classification Coefficients Date Received: Date Tested: Tested By: Checked By: Title: Date Sampled: Location: BH-23 Sample Number: 24788 Depth: 2-7' Client: Project: Project No: Figure TEST RESULTS Opening Percent Spec.* Pass? Size Finer (Percent) (X=Fail) PERCENT FINER 0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.001 0.01 0.1 1 10 100 % Coarse % Gravel Fine Coarse Medium % Sand Fine Silt % Fines Clay 0.0 3.5 32.2 6.9 13.8 27.7 15.9 6 in. 3 in. 2 in. 1½ in. 1 in. ¾ in. ½ in. 3/8 in. #4 #10 #20 #30 #40 #60 #100 #140 #200 Particle Size Distribution Report ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix C - Laboratory Test Results Source Aggregate Test Results Appendix C - Laboratory Test Results Source Aggregate Test Results PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- AGGREGATE GRADATION ASTM C136/C117 Project: Laramie Pavement Study Lab No: 1753 Project No: Field No: Grading W (WYDOT) Sample Location: Date Sampled/By: 5-10-10 MDL Date Test/By: 5-12-10 ARH Other: Date Check/By: Total Wet Weight 5603.7 Before Wash 395.1 Total Dry Weight 5482 After Wash 314.3 %Moisture 2.2% WEIGHT PERCENT PERCENT TARGET FROM Check RETAINED RETAINED PASSING VALUES TARGET Begin Wt 5482.0 29.3 1% 99% 90-100% 0% End Wt 5479.5 269.7 5% 95% Loss 2.5 664.1 12% 82% 60-85% 0% %Error 0.05% 418.6 8% 75% 971.6 18% 57% 45-65% 0% 3126.2 114.3 29% 41% 33-53% 0% Check 74.5 19% 30% Begin Wt 395.1 49.7 13% 23% 10-30% 0% End Wt 394.8 35.0 9% 18% Loss 0.3 20.2 5% 15% %Error 0.08% 14.9 4% 12.5% 3-12% 0.5% 86.2 22% 0% #100 #200 Pan Pan #50 3/8" #4 #8 #16 #30 1/2" 5122.10609.01 Granite Canyon Quarry SIEVE 1" 3/4" 6/24/2010 ---PAGE BREAK--- AGGREGATE GRADATION ASTM C136/C117 Project: Laramie Pavement Study Lab No: 1754 Project No: Field No: Grading L (WYDOT) Sample Location: Date Sampled/By: 5-10-10 MDL Date Test/By: 5-12-10 ARH Other: Date Check/By: Total Wet Weight 5130.6 Before Wash 625.8 Total Dry Weight 4996.3 After Wash 469.6 %Moisture 2.7% WEIGHT PERCENT PERCENT TARGET FROM Check RETAINED RETAINED PASSING VALUES TARGET Begin Wt 4996.3 0.0 0% 100% 90-100% 0% End Wt 4996.6 554.0 11% 89% Loss -0.3 1360.5 27% 62% 60-85% 0% %Error -0.01% 824.8 17% 45% 955.0 19% 26% 35-55% 9% 1302.3 167.6 27% 19% 25-50% 6% Check 108.6 17% 15% Begin Wt 625.8 77.7 12% 11% 10-30% 0% End Wt 625.3 48.2 8% 9% Loss 0.5 29.1 5% 8% %Error 0.08% 25.1 4% 7% 3-15% 0% 169.0 27% 0% #50 #100 #200 Pan #30 5122.10609.01 Granite Canyon Quarry SIEVE 1" 3/4" 1/2" 3/8" #4 Pan #8 #16 6/24/2010 ---PAGE BREAK--- AGGREGATE GRADATION ASTM C136/C117 Project: Laramie Pavement Study Lab No: 1755 Project No: Field No: Crusher Fines - Filler Sample Location: Date Sampled/By: 5-10-10 MDL Date Test/By: 5-12-10 ARH Other: Date Check/By: Total Wet Weight 423.6 Before Wash 411.3 Total Dry Weight 411.3 After Wash 351.6 %Moisture 3.0% WEIGHT PERCENT PERCENT TARGET FROM Check RETAINED RETAINED PASSING VALUES TARGET Begin Wt 351.6 0% End Wt 351.6 0% Loss 0.0 0% %Error 0.00% 0.0 0% 100% 83.9 24% 76% 108.4 31% 45% Check 68.1 19% 26% Begin Wt 351.6 37.4 11% 15% End Wt 267.7 21.8 6% 9% Loss 83.9 14.5 4% 5% %Error 23.86% 12.9 4% 1.3% 4.6 1% 0% 1/2" 5122.10609.01 Granite Canyon Quarry SIEVE 1" 3/4" #100 #200 Pan 3/8" #4 #8 #16 #30 #50 6/24/2010 ---PAGE BREAK--- AGGREGATE GRADATION ASTM C136/C117 Project: Laramie Pavement Study Lab No: 1756 Project No: Field No: 1/2" (Asphalt) Sample Location: Date Sampled/By: 5-10-10 MDL Date Test/By: 5-12-10 ARH Other: Date Check/By: Total Wet Weight 2629.9 Before Wash Total Dry Weight 2596.5 After Wash %Moisture 1.3% WEIGHT PERCENT PERCENT TARGET FROM Check RETAINED RETAINED PASSING VALUES TARGET Begin Wt 2596.5 End Wt 2596.4 0.0 0% 100% Loss 0.1 206.0 8% 92% %Error 0.00% 645.2 25% 67% 1495.8 58% 10% 147.3 6% 4% Check 28.0 1% 3% Begin Wt 249.6 11.9 0% 2% End Wt 249.4 6.6 0% 2% Loss 0.2 6.4 0% 2% %Error 0.08% 9.3 0% 1.5% 39.9 2% 0% 1/2" 5122.10609.01 Granite Canyon Quarry SIEVE 1" 3/4" #100 #200 Pan 3/8" #4 #8 #16 #30 #50 6/24/2010 ---PAGE BREAK--- AGGREGATE GRADATION ASTM C136/C117 Project: Laramie Pavement Study Lab No: 1757 Project No: Field No: 3/4" Asphalt) Sample Location: Date Sampled/By: 5-10-10 MDL Date Test/By: 5-11-10 MDL Other: Date Check/By: Total Wet Weight 5520.1 Before Wash Total Dry Weight 5516.5 After Wash %Moisture 0.1% WEIGHT PERCENT PERCENT TARGET FROM Check RETAINED RETAINED PASSING VALUES TARGET Begin Wt 5516.5 0.0 0% 100% End Wt 5511.5 8.7 0% 100% Loss 5.0 1729.4 31% 68% %Error 0.09% 2094.8 38% 31% 1577.7 29% 2% 40.2 1% 1% Check 11.0 0% 1% Begin Wt 100.9 3.0 0% 1% End Wt 100.9 2.7 0% 1% Loss 0.0 4.0 0% 1% %Error 0.00% 6.6 0% 0.7% 33.4 1% 0% 1/2" 5122.10609.01 Granite Canyon Quarry SIEVE 1" 3/4" #100 #200 Pan 3/8" #4 #8 #16 #30 #50 6/24/2010 ---PAGE BREAK--- AGGREGATE GRADATION ASTM C136/C117 Project: Laramie Pavement Study Lab No: 1758 Project No: Field No: #57 (Wyo Pub Wks) Sample Location: Date Sampled/By: 5-10-10 MDL Date Test/By: 5-12-10 ARH Other: Date Check/By: Total Wet Weight 5348.8 Before Wash Total Dry Weight 5266.9 After Wash %Moisture 1.6% WEIGHT PERCENT PERCENT TARGET FROM Check RETAINED RETAINED PASSING VALUES TARGET Begin Wt 5266.9 21.5 0% 100% 95-100% 0% End Wt 5265.2 1321.3 25% 75% Loss 1.7 2544.7 48% 26% 25-60% 0% %Error 0.03% 923.2 18% 9% 415.3 8% 1% 2-15% 1% 12.6 0% 1% Check 3.1 0% 0% Begin Wt 39.2 1.7 0% 0% End Wt 39.2 1.4 0% 0% Loss 0.0 1.5 0% 0% %Error 0.00% 2.7 0% 0.3% 16.2 0% 0% 3/8" Granite Canyon Quarry 5122.10609.01 SIEVE 1" 3/4" 1/2" #200 Pan #4 #8 #16 #30 #50 #100 6/24/2010 ---PAGE BREAK--- AGGREGATE GRADATION ASTM C136/C117 Project: Laramie Pavement Study Lab No: 2077 Project No: Field No: Fine Grain Concrete Aggregate Sample Location: Date Sampled/By: 6-06-10 MDL Date Test/By: 6-9-10 CDF Other: Date Check/By: Total Wet Weight 1230.9 Before Wash 920.0 Total Dry Weight 1193.9 After Wash 853.6 %Moisture 3.1% WEIGHT PERCENT PERCENT TARGET FROM Check RETAINED RETAINED PASSING VALUES TARGET Begin Wt 1193.9 0.0 0% 100% End Wt 1194.2 0.0 0% 100% Loss -0.3 0.0 0% 100% %Error -0.03% 6.5 1% 99% 266.7 22% 77% 406.6 34% 43% Check 229.5 19% 24% Begin Wt 853.6 116.3 10% 14% End Wt 854.6 56.0 5% 9% Loss -1.0 27.6 2% 7% %Error -0.12% 13.1 1% 6% 5.5 6% 0% Fineness Modulus: 4.26 1/2" 5122.10609.01 Granite Canyon Quarry SIEVE 1" 3/4" #100 #200 Pan 3/8" #4 #8 #16 #30 #50 6/24/2010 ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix D - Traffic Study Appendix D - Traffic Study PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix D - Traffic Study Reynolds Street Appendix D - Traffic Study Reynolds Street PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Date 5/3/10 12:00 to 5/5/10 12:00 Count Time 48 hours ADT 7891 Trucks 710 % Trucks 9.4% Vehicle Classification 1.3% Passenger Cars 61.5% Four Tire, Single Unit 24.1% Buses 0.9% Two Axle, Six Tire Unit 6.7% Three Axle, Single Unit 0.9% Four or More Axle, Single Unit 0.0% Four or Less Axle, Single Trailer 0.4% Five Axle, Single Trailer 0.1% Six or More Axle, Single Trailer 0.03% Seven or More Axle, Multi-Trailer 0.00% Unclassified 4.10% Vehicle Direction East-bound 51.81% West-bound 48.19% SUMMARY OF TRAFFIC VOLUME DATA - REYNOLDS ST ---PAGE BREAK--- Reynolds St - eastbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 11:30 AM 0 55 22 4 8 1 0 0 0 0 0 0 0 4 5/3/2010 11:45 AM 2 37 11 0 9 1 0 1 0 0 0 0 0 6 5/3/2010 12:00 PM 2 49 16 0 10 0 0 0 0 0 0 0 0 2 5/3/2010 12:15 PM 0 28 15 0 7 1 0 0 0 0 0 0 0 1 5/3/2010 12:30 PM 0 31 21 0 3 1 0 0 0 0 0 0 0 3 5/3/2010 12:45 PM 2 48 15 0 5 1 0 0 0 0 0 0 0 4 5/3/2010 01:00 PM 0 28 18 0 5 1 0 1 0 0 0 0 0 4 5/3/2010 01:15 PM 2 32 24 0 5 1 0 0 0 0 0 0 0 2 5/3/2010 01:30 PM 0 24 12 0 7 1 0 1 0 0 0 0 0 2 5/3/2010 01:45 PM 0 32 27 0 6 1 0 0 0 0 0 0 0 4 5/3/2010 02:00 PM 1 36 12 0 5 0 0 0 0 0 0 0 0 1 5/3/2010 02:15 PM 0 39 10 0 1 1 0 0 0 0 0 0 0 4 5/3/2010 02:30 PM 0 31 13 0 2 0 0 0 0 0 0 0 0 2 5/3/2010 02:45 PM 2 45 23 2 7 1 0 2 0 0 0 0 0 4 5/3/2010 03:00 PM 2 48 19 2 3 0 0 0 0 0 0 0 0 6 5/3/2010 03:15 PM 5 58 30 4 7 0 0 2 0 0 0 0 0 10 5/3/2010 03:30 PM 1 43 14 2 4 2 0 1 0 0 0 0 0 0 5/3/2010 03:45 PM 1 44 21 0 4 1 0 0 0 0 0 0 0 3 5/3/2010 04:00 PM 1 41 18 1 5 1 0 0 0 0 0 0 0 2 5/3/2010 04:15 PM 2 47 25 0 5 0 0 0 0 0 0 0 0 4 5/3/2010 04:30 PM 2 46 19 0 12 2 0 1 0 0 0 0 0 8 5/3/2010 04:45 PM 0 59 27 1 6 0 0 1 0 0 0 0 0 3 5/3/2010 05:00 PM 1 63 17 0 4 1 0 0 0 0 0 0 0 7 5/3/2010 05:15 PM 0 57 25 0 13 1 0 0 0 0 0 0 0 5 5/3/2010 05:30 PM 2 60 21 0 10 1 0 1 0 0 0 0 0 3 5/3/2010 05:45 PM 1 49 24 0 5 1 0 0 0 0 0 0 0 6 5/3/2010 06:00 PM 2 50 13 0 7 0 0 0 0 0 0 0 0 4 5/3/2010 06:15 PM 0 46 9 0 3 0 0 0 0 0 0 0 0 1 5/3/2010 06:30 PM 1 59 21 0 2 1 0 0 0 0 0 0 0 4 5/3/2010 06:45 PM 2 32 7 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 07:00 PM 0 22 16 0 0 1 0 0 0 0 0 1 0 5 5/3/2010 07:15 PM 0 30 11 0 1 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Reynolds St - eastbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 07:30 PM 1 16 7 0 0 0 0 0 0 0 0 0 0 3 5/3/2010 07:45 PM 2 28 8 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 08:00 PM 2 46 17 0 5 0 0 0 0 0 0 0 0 3 5/3/2010 08:15 PM 1 63 23 0 2 1 0 0 0 0 0 0 0 1 5/3/2010 08:30 PM 1 40 3 0 3 0 0 0 0 0 0 0 0 1 5/3/2010 08:45 PM 0 19 5 0 2 1 0 0 0 0 0 0 0 1 5/3/2010 09:00 PM 0 23 7 0 2 0 0 0 0 0 0 0 0 0 5/3/2010 09:15 PM 0 15 6 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 09:30 PM 0 12 1 0 0 1 0 0 0 0 0 0 0 1 5/3/2010 09:45 PM 0 17 3 0 1 0 0 0 0 0 0 0 0 1 5/3/2010 10:00 PM 0 11 6 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:15 PM 0 9 2 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:30 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 1 5/3/2010 10:45 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:00 PM 0 7 1 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 11:15 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:30 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:45 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:15 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:30 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 12:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 01:15 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 02:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:30 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:15 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Reynolds St - eastbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 03:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:45 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:15 AM 0 6 4 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:30 AM 0 5 4 0 0 1 0 0 0 0 0 0 0 0 5/4/2010 05:45 AM 0 8 5 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 06:00 AM 0 9 1 0 1 0 0 0 1 0 0 0 0 0 5/4/2010 06:15 AM 0 15 6 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 06:30 AM 0 17 5 0 4 1 0 0 0 0 0 0 0 0 5/4/2010 06:45 AM 0 32 15 0 4 0 0 0 0 0 0 0 0 0 5/4/2010 07:00 AM 0 37 10 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 07:15 AM 1 43 26 5 5 0 0 0 0 0 0 0 0 0 5/4/2010 07:30 AM 0 50 30 5 14 2 0 0 0 0 0 0 0 6 5/4/2010 07:45 AM 1 88 29 3 3 1 0 0 0 0 0 0 0 7 5/4/2010 08:00 AM 2 39 12 0 1 0 0 0 0 0 0 0 0 3 5/4/2010 08:15 AM 0 34 14 0 2 1 0 0 0 0 0 0 0 3 5/4/2010 08:30 AM 2 33 13 0 3 1 0 0 0 0 0 0 0 1 5/4/2010 08:45 AM 2 35 19 0 5 1 0 0 0 0 0 0 0 3 5/4/2010 09:00 AM 1 27 12 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 09:15 AM 1 25 15 1 6 1 0 0 0 0 0 0 0 2 5/4/2010 09:30 AM 1 37 16 0 5 1 0 0 0 0 0 0 0 0 5/4/2010 09:45 AM 1 33 16 0 5 0 0 1 0 0 0 0 0 0 5/4/2010 10:00 AM 2 28 11 0 1 0 0 0 0 0 0 0 0 4 5/4/2010 10:15 AM 0 36 16 2 4 0 0 0 0 0 0 0 0 0 5/4/2010 10:30 AM 2 32 12 0 1 0 0 1 0 0 0 0 0 3 5/4/2010 10:45 AM 0 41 13 0 4 0 0 0 0 1 0 0 0 2 5/4/2010 11:00 AM 2 53 16 0 9 0 0 2 1 0 0 0 0 2 5/4/2010 11:15 AM 0 32 20 0 5 1 0 0 0 0 0 0 0 1 ---PAGE BREAK--- Reynolds St - eastbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 11:30 AM 1 29 14 0 6 1 0 0 0 0 0 0 0 10 5/4/2010 11:45 AM 0 44 16 0 5 1 0 0 1 0 0 0 0 4 5/4/2010 12:00 PM 0 48 11 1 9 0 0 1 0 0 0 0 0 6 5/4/2010 12:15 PM 0 31 12 0 4 1 0 1 0 0 0 0 0 1 5/4/2010 12:30 PM 1 25 9 0 6 0 0 0 0 0 0 0 0 5 5/4/2010 12:45 PM 3 35 15 0 6 1 0 0 0 0 0 0 0 4 5/4/2010 01:00 PM 0 34 24 1 7 0 0 2 0 0 0 0 0 3 5/4/2010 01:15 PM 0 36 15 0 7 0 0 0 0 0 0 0 0 0 5/4/2010 01:30 PM 1 44 14 0 3 0 0 0 0 0 0 0 0 5 5/4/2010 01:45 PM 1 40 15 1 2 0 0 0 0 0 0 0 0 3 5/4/2010 02:00 PM 0 45 19 0 2 1 0 1 0 0 0 0 0 1 5/4/2010 02:15 PM 0 36 8 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 02:30 PM 2 32 15 0 12 1 0 1 0 0 0 0 0 5 5/4/2010 02:45 PM 0 41 25 2 5 0 0 0 0 0 0 0 0 5 5/4/2010 03:00 PM 0 50 26 2 1 2 0 0 0 0 0 0 0 4 5/4/2010 03:15 PM 2 63 35 4 2 1 0 2 0 0 0 0 0 10 5/4/2010 03:30 PM 1 55 18 1 3 2 0 0 0 0 0 0 0 4 5/4/2010 03:45 PM 0 55 22 0 6 1 0 0 0 0 0 0 0 3 5/4/2010 04:00 PM 3 51 35 1 10 0 0 0 0 0 0 0 0 6 5/4/2010 04:15 PM 0 56 28 1 4 2 0 0 0 0 0 0 0 4 5/4/2010 04:30 PM 2 56 14 0 14 2 0 0 0 0 0 0 0 7 5/4/2010 04:45 PM 4 54 27 0 5 1 0 1 0 0 0 0 0 10 5/4/2010 05:00 PM 0 71 31 0 3 1 0 1 0 0 0 0 0 3 5/4/2010 05:15 PM 1 67 23 0 7 1 0 0 0 0 0 0 0 6 5/4/2010 05:30 PM 2 53 18 0 9 0 0 0 0 0 0 0 0 5 5/4/2010 05:45 PM 1 55 18 0 5 0 0 0 0 0 0 0 0 5 5/4/2010 06:00 PM 2 40 16 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 06:15 PM 1 41 18 0 0 0 0 0 0 0 0 0 0 3 5/4/2010 06:30 PM 1 34 12 0 2 0 0 0 0 0 0 0 0 6 5/4/2010 06:45 PM 0 47 26 0 5 1 0 0 0 0 0 0 0 3 5/4/2010 07:00 PM 0 33 13 0 3 0 0 0 0 0 0 0 0 2 5/4/2010 07:15 PM 0 27 7 0 4 0 1 0 0 0 0 0 0 0 ---PAGE BREAK--- Reynolds St - eastbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 07:30 PM 0 29 12 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 07:45 PM 0 17 9 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 08:00 PM 0 22 9 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 08:15 PM 0 20 9 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 08:30 PM 0 24 7 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 08:45 PM 1 27 7 0 0 0 0 1 0 0 0 0 0 1 5/4/2010 09:00 PM 1 19 7 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 09:15 PM 0 16 5 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 09:30 PM 0 14 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 09:45 PM 0 16 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:00 PM 0 7 2 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 10:15 PM 0 8 4 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:30 PM 0 11 2 0 0 0 0 0 1 0 0 0 0 0 5/4/2010 10:45 PM 0 6 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:15 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:30 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:45 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:15 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 12:45 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:15 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Reynolds St - eastbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 03:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:30 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:45 AM 0 4 3 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:15 AM 0 10 2 0 0 1 0 0 0 0 0 0 0 0 5/5/2010 05:30 AM 0 9 3 0 0 0 0 0 1 0 0 0 0 0 5/5/2010 05:45 AM 0 4 4 0 3 0 0 0 0 0 0 0 0 0 5/5/2010 06:00 AM 0 13 3 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:15 AM 0 11 8 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 06:30 AM 1 17 4 0 3 0 0 0 0 0 0 0 0 2 5/5/2010 06:45 AM 0 27 6 0 5 0 0 0 0 0 0 0 0 1 5/5/2010 07:00 AM 0 22 16 0 5 1 0 0 0 0 0 0 0 0 5/5/2010 07:15 AM 2 54 22 3 6 2 0 1 0 0 0 0 0 3 5/5/2010 07:30 AM 0 59 34 6 9 0 0 0 0 0 0 0 0 5 5/5/2010 07:45 AM 3 73 29 2 9 0 0 1 0 0 0 0 0 6 5/5/2010 08:00 AM 0 41 10 1 4 2 0 1 0 0 0 0 0 5 5/5/2010 08:15 AM 0 21 15 0 6 0 0 0 0 0 0 0 0 2 5/5/2010 08:30 AM 0 30 7 0 2 2 0 0 0 0 0 0 0 0 5/5/2010 08:45 AM 1 37 11 0 2 0 0 0 0 0 0 0 0 2 5/5/2010 09:00 AM 0 35 7 0 6 0 0 0 0 0 0 0 0 0 5/5/2010 09:15 AM 0 30 14 1 2 2 0 1 0 0 0 0 0 1 5/5/2010 09:30 AM 2 27 10 1 4 1 0 0 0 0 0 0 0 6 5/5/2010 09:45 AM 1 29 17 0 2 0 0 1 0 0 0 0 0 4 5/5/2010 10:00 AM 2 23 8 0 3 3 0 1 0 0 0 0 0 4 5/5/2010 10:15 AM 0 31 11 0 6 0 0 0 0 0 0 0 0 3 5/5/2010 10:30 AM 0 33 13 0 1 1 0 0 0 0 0 0 0 1 5/5/2010 10:45 AM 1 39 10 1 3 0 0 0 0 0 0 0 0 0 5/5/2010 11:00 AM 1 43 16 0 0 0 0 1 0 0 0 0 0 1 5/5/2010 11:15 AM 1 27 14 1 1 0 0 0 0 0 0 0 0 4 ---PAGE BREAK--- Reynolds St - eastbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 11:30 AM 2 24 16 0 4 1 0 0 0 0 0 0 0 2 5/5/2010 11:45 AM 0 34 13 0 7 0 0 2 0 0 0 0 0 0 5/5/2010 12:00 PM 0 53 14 3 4 0 0 0 0 0 0 0 0 3 5/5/2010 12:15 PM 1 42 15 1 5 2 0 0 0 0 0 0 0 0 5/5/2010 12:30 PM 1 32 15 0 6 1 0 0 0 0 0 0 0 2 5/5/2010 12:45 PM 2 49 11 0 2 1 0 0 1 0 0 0 0 8 Total 105 4992 2019 61 536 71 1 34 5 1 0 1 0 350 per day 52.5 2496 1009.5 30.5 268 35.5 0.5 17 2.5 0.5 0 0.5 0 175 ---PAGE BREAK--- Reynolds - westbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 11:30 AM 1 22 10 1 3 0 0 1 0 0 0 0 0 1 5/3/2010 11:45 AM 1 37 13 0 3 4 0 0 0 0 0 0 0 2 5/3/2010 12:00 PM 2 38 25 1 1 0 0 0 0 0 0 0 0 2 5/3/2010 12:15 PM 0 63 19 1 4 0 0 0 0 0 0 0 0 1 5/3/2010 12:30 PM 0 33 13 0 5 1 0 0 0 0 0 0 0 3 5/3/2010 12:45 PM 1 28 21 0 6 1 0 1 0 0 0 0 0 2 5/3/2010 01:00 PM 1 43 17 0 5 1 0 0 0 0 0 0 0 5 5/3/2010 01:15 PM 1 24 8 1 3 3 0 0 0 0 0 0 0 3 5/3/2010 01:30 PM 0 37 18 0 4 1 0 1 0 0 0 0 0 1 5/3/2010 01:45 PM 1 29 15 0 3 1 0 0 0 0 0 0 0 2 5/3/2010 02:00 PM 0 32 20 0 3 0 0 0 0 0 0 0 0 0 5/3/2010 02:15 PM 1 24 17 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 02:30 PM 0 32 6 0 4 0 0 0 0 0 0 0 0 1 5/3/2010 02:45 PM 4 17 13 1 4 1 0 1 0 0 0 0 0 5 5/3/2010 03:00 PM 0 53 20 6 7 1 0 0 1 0 0 0 0 6 5/3/2010 03:15 PM 1 37 18 7 6 0 0 0 0 0 0 0 0 9 5/3/2010 03:30 PM 1 45 8 3 5 1 0 0 0 0 0 0 0 1 5/3/2010 03:45 PM 2 39 18 1 8 0 0 0 0 0 0 0 0 1 5/3/2010 04:00 PM 2 41 12 1 8 0 0 1 0 0 0 0 0 2 5/3/2010 04:15 PM 2 43 23 1 3 0 0 1 0 0 0 0 0 6 5/3/2010 04:30 PM 1 48 14 0 8 1 0 0 0 0 0 0 0 6 5/3/2010 04:45 PM 0 53 20 0 1 0 0 0 0 0 0 0 0 4 5/3/2010 05:00 PM 2 71 19 1 9 1 0 0 0 0 0 0 0 9 5/3/2010 05:15 PM 1 53 20 0 4 1 0 1 0 0 0 0 0 2 5/3/2010 05:30 PM 2 50 12 0 6 0 0 1 0 0 0 0 0 2 5/3/2010 05:45 PM 1 58 16 0 8 0 0 0 0 0 0 0 0 3 5/3/2010 06:00 PM 0 54 14 0 7 3 0 0 0 0 0 0 0 1 5/3/2010 06:15 PM 0 70 22 0 2 0 0 0 0 0 0 0 0 2 5/3/2010 06:30 PM 1 82 15 1 5 0 0 0 0 0 0 0 0 5 5/3/2010 06:45 PM 2 62 14 0 5 0 0 0 0 0 0 0 0 1 5/3/2010 07:00 PM 0 47 11 0 3 0 0 0 0 0 0 0 0 2 5/3/2010 07:15 PM 0 42 10 0 6 0 0 0 0 0 0 0 0 2 ---PAGE BREAK--- Reynolds - westbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 07:30 PM 1 23 8 0 1 0 0 0 0 0 0 0 0 2 5/3/2010 07:45 PM 1 38 10 0 2 1 0 0 0 0 0 0 0 1 5/3/2010 08:00 PM 1 29 8 0 1 1 0 0 0 0 0 0 0 2 5/3/2010 08:15 PM 2 25 5 0 5 0 0 0 0 0 0 0 0 2 5/3/2010 08:30 PM 0 28 5 0 1 1 0 0 0 0 0 0 0 0 5/3/2010 08:45 PM 1 30 5 0 3 0 0 0 0 0 0 0 0 2 5/3/2010 09:00 PM 1 16 8 0 0 0 0 0 0 0 0 0 0 1 5/3/2010 09:15 PM 0 17 4 0 3 0 0 0 0 0 0 0 0 2 5/3/2010 09:30 PM 1 15 5 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 09:45 PM 0 25 1 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:00 PM 0 11 3 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:15 PM 0 13 1 0 1 0 0 1 0 0 0 0 0 0 5/3/2010 10:30 PM 1 13 2 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 10:45 PM 0 9 2 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:00 PM 0 10 2 0 0 0 0 0 0 0 0 0 0 1 5/3/2010 11:15 PM 0 4 2 0 1 0 0 0 0 0 0 0 0 1 5/3/2010 11:30 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 11:45 PM 0 6 1 1 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:30 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 12:45 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 02:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Reynolds - westbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 03:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:30 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:00 AM 0 2 2 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 05:15 AM 0 6 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:30 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 05:45 AM 0 11 4 0 3 1 0 0 0 0 0 0 0 0 5/4/2010 06:00 AM 0 9 1 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 06:15 AM 0 8 8 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 06:30 AM 0 17 14 0 4 0 0 0 0 0 0 0 0 1 5/4/2010 06:45 AM 0 17 11 0 5 0 0 0 0 0 0 0 0 1 5/4/2010 07:00 AM 0 12 5 0 3 0 0 0 0 0 0 0 0 1 5/4/2010 07:15 AM 0 28 16 7 6 0 0 0 0 0 0 0 0 4 5/4/2010 07:30 AM 1 64 21 2 6 0 0 0 0 0 0 0 0 6 5/4/2010 07:45 AM 4 48 21 0 5 0 0 1 0 0 0 0 0 4 5/4/2010 08:00 AM 1 31 12 1 3 1 0 0 0 0 0 0 0 6 5/4/2010 08:15 AM 0 40 7 1 3 0 0 0 0 0 0 0 0 2 5/4/2010 08:30 AM 1 25 10 0 5 0 0 0 0 0 0 0 0 3 5/4/2010 08:45 AM 1 28 18 0 6 1 0 0 0 0 0 0 0 0 5/4/2010 09:00 AM 1 29 13 0 1 0 0 1 0 0 0 0 0 0 5/4/2010 09:15 AM 0 23 9 0 3 0 0 0 0 0 0 0 0 4 5/4/2010 09:30 AM 0 26 11 1 2 1 0 0 0 1 0 0 0 2 5/4/2010 09:45 AM 1 27 18 1 7 0 0 0 0 0 0 0 0 3 5/4/2010 10:00 AM 0 22 8 0 5 3 0 1 0 0 0 0 0 3 5/4/2010 10:15 AM 0 14 14 0 4 0 0 0 0 0 0 0 0 1 5/4/2010 10:30 AM 0 17 16 1 4 0 0 1 0 0 0 0 0 5 5/4/2010 10:45 AM 0 30 16 0 5 1 0 0 0 0 0 0 0 3 5/4/2010 11:00 AM 2 39 26 1 3 0 0 0 0 0 0 0 0 2 5/4/2010 11:15 AM 1 40 6 0 5 0 0 1 0 0 0 0 0 2 ---PAGE BREAK--- Reynolds - westbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 11:30 AM 0 53 20 0 8 1 0 0 0 0 0 0 0 0 5/4/2010 11:45 AM 1 47 17 0 4 0 0 1 0 0 0 0 0 5 5/4/2010 12:00 PM 0 49 21 0 7 1 0 0 0 0 0 0 0 0 5/4/2010 12:15 PM 0 29 12 1 5 2 0 0 0 0 0 0 0 1 5/4/2010 12:30 PM 1 28 11 0 9 2 0 0 0 0 0 0 0 2 5/4/2010 12:45 PM 1 51 10 1 7 1 0 0 1 0 0 0 0 4 5/4/2010 01:00 PM 0 34 16 1 5 0 0 0 0 0 0 0 0 2 5/4/2010 01:15 PM 0 23 11 1 4 0 0 0 0 0 0 0 0 0 5/4/2010 01:30 PM 0 28 19 0 0 1 0 1 0 0 0 0 0 2 5/4/2010 01:45 PM 2 28 12 1 7 1 0 1 0 1 0 0 0 2 5/4/2010 02:00 PM 0 34 13 0 8 0 0 0 0 0 0 0 0 0 5/4/2010 02:15 PM 0 39 21 0 4 0 0 0 0 0 0 0 0 1 5/4/2010 02:30 PM 1 25 12 0 2 2 0 0 0 0 0 0 0 2 5/4/2010 02:45 PM 0 20 13 1 3 2 0 0 0 0 0 0 0 3 5/4/2010 03:00 PM 2 49 28 5 7 0 0 0 0 0 0 0 0 6 5/4/2010 03:15 PM 1 42 21 7 4 3 0 0 0 0 0 0 0 8 5/4/2010 03:30 PM 1 40 26 3 6 0 0 1 0 0 0 0 0 4 5/4/2010 03:45 PM 1 42 22 1 7 2 0 0 0 0 0 0 0 4 5/4/2010 04:00 PM 2 44 22 1 7 1 0 0 0 0 0 0 0 0 5/4/2010 04:15 PM 2 48 14 0 2 0 0 0 0 0 0 0 0 3 5/4/2010 04:30 PM 2 64 31 0 7 0 0 1 0 0 0 0 0 6 5/4/2010 04:45 PM 3 47 24 0 2 2 0 1 0 0 0 0 0 7 5/4/2010 05:00 PM 0 69 17 0 7 0 0 0 0 0 0 0 0 4 5/4/2010 05:15 PM 1 59 24 0 9 0 0 0 0 0 0 0 0 5 5/4/2010 05:30 PM 1 63 20 0 2 2 0 0 0 0 0 0 0 6 5/4/2010 05:45 PM 0 49 12 0 6 0 0 0 0 0 0 0 0 3 5/4/2010 06:00 PM 1 55 17 0 4 1 0 0 0 0 0 0 0 4 5/4/2010 06:15 PM 1 48 7 0 2 0 0 1 0 0 0 0 0 3 5/4/2010 06:30 PM 0 48 10 0 1 1 0 0 0 0 0 0 0 2 5/4/2010 06:45 PM 2 47 23 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 07:00 PM 1 35 20 0 2 0 0 0 0 0 0 0 0 3 5/4/2010 07:15 PM 0 38 13 0 3 0 0 0 0 0 0 0 0 1 ---PAGE BREAK--- Reynolds - westbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 07:30 PM 0 33 7 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 07:45 PM 0 37 13 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 08:00 PM 1 24 10 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 08:15 PM 0 46 15 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 08:30 PM 0 24 4 1 2 0 0 1 0 0 0 0 0 0 5/4/2010 08:45 PM 0 23 13 0 2 1 0 0 0 0 0 0 0 0 5/4/2010 09:00 PM 1 16 9 0 4 0 0 0 0 0 0 0 0 2 5/4/2010 09:15 PM 0 26 5 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 09:30 PM 1 17 8 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 09:45 PM 0 16 5 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 10:00 PM 0 12 3 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 10:15 PM 0 13 2 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 10:30 PM 0 11 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:45 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:00 PM 0 6 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:15 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:30 PM 0 5 1 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 11:45 PM 0 8 3 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:15 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:45 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:30 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Reynolds - westbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 03:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:45 AM 0 1 1 0 0 0 0 0 1 0 0 0 0 0 5/5/2010 04:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:00 AM 0 3 0 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 05:15 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:30 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 5/5/2010 05:45 AM 0 9 2 0 3 0 0 0 0 0 0 0 0 0 5/5/2010 06:00 AM 0 5 2 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 06:15 AM 1 12 7 0 0 0 0 0 0 0 0 0 0 1 5/5/2010 06:30 AM 1 17 9 0 3 0 0 0 0 0 0 0 0 0 5/5/2010 06:45 AM 0 27 6 0 4 0 0 0 0 0 0 0 0 1 5/5/2010 07:00 AM 0 20 3 0 2 0 0 0 1 0 0 0 0 1 5/5/2010 07:15 AM 1 33 16 5 1 0 0 0 0 0 0 0 0 5 5/5/2010 07:30 AM 0 50 23 3 7 0 0 0 0 0 0 0 0 5 5/5/2010 07:45 AM 1 63 21 1 4 2 0 2 0 0 0 0 0 1 5/5/2010 08:00 AM 2 41 13 1 7 1 0 0 0 0 0 0 0 5 5/5/2010 08:15 AM 0 25 13 1 4 0 0 0 0 0 0 0 0 2 5/5/2010 08:30 AM 0 24 10 0 4 0 0 0 0 0 0 0 0 0 5/5/2010 08:45 AM 0 22 10 0 5 1 0 0 0 0 0 0 0 2 5/5/2010 09:00 AM 0 23 8 0 2 2 0 1 0 0 0 0 0 1 5/5/2010 09:15 AM 1 21 12 0 3 2 0 0 0 0 0 0 0 0 5/5/2010 09:30 AM 2 21 9 1 6 2 0 3 0 0 0 0 0 1 5/5/2010 09:45 AM 1 22 11 1 3 2 0 0 0 0 0 0 0 0 5/5/2010 10:00 AM 0 14 12 0 4 0 0 0 0 0 0 0 0 3 5/5/2010 10:15 AM 0 18 11 0 1 2 0 0 0 0 0 0 0 1 5/5/2010 10:30 AM 0 24 7 0 1 0 0 0 0 0 0 0 0 1 5/5/2010 10:45 AM 0 21 15 0 3 2 0 0 1 0 0 0 0 1 5/5/2010 11:00 AM 0 19 7 1 1 1 0 0 0 0 0 0 0 1 5/5/2010 11:15 AM 0 41 11 1 1 1 0 0 0 0 0 0 0 2 ---PAGE BREAK--- Reynolds - westbound File Name: q:\22\10609\count data\1_2.twf Start Date: 5/3/2010 Start Time: 11:30:00 AM Site Code: 12 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 11:30 AM 2 39 14 0 2 1 0 0 0 0 0 0 0 3 5/5/2010 11:45 AM 0 37 12 0 5 0 0 3 0 0 0 0 0 0 5/5/2010 12:00 PM 0 33 10 0 4 0 0 0 0 0 0 0 0 2 5/5/2010 12:15 PM 2 35 12 0 3 0 0 1 0 0 0 0 0 2 5/5/2010 12:30 PM 1 33 16 0 6 0 0 0 0 0 0 0 0 2 5/5/2010 12:45 PM 2 35 11 1 2 1 0 1 0 0 0 0 0 5 Total 93 4716 1790 80 518 74 0 30 5 2 0 0 0 297 per day 46.5 2358 895 40 259 37 0 15 2.5 1 0 0 0 148.5 ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix D - Traffic Study 15th Street Appendix D - Traffic Study 15th Street PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Date 5/3/10 12:00 to 5/5/10 12:00 Count Time 48 hours ADT 7752 Trucks 678 % Trucks 9.2% Vehicle Classification 1.9% Passenger Cars 63.5% Four Tire, Single Unit 21.5% Buses 0.6% Two Axle, Six Tire Unit 6.9% Three Axle, Single Unit 0.8% Four or More Axle, Single Unit 0.0% Four or Less Axle, Single Traile 0.4% Five Axle, Single Trailer 0.0% Six or More Axle, Single Trailer 0.0% Seven or More Axle, Multi-Traile 0.0% Unclassified 5.3% Vehicle Direction South-bound 47.44% North-bound 52.56% SUMMARY OF TRAFFIC VOLUME DATA - 15th ST ---PAGE BREAK--- 15th Street - southbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 11:45 AM 1 45 13 0 7 0 0 1 0 0 0 0 0 6 5/3/2010 12:00 PM 1 46 16 0 8 1 0 0 0 0 0 0 0 4 5/3/2010 12:15 PM 0 45 17 0 5 1 0 0 0 0 0 0 0 3 5/3/2010 12:30 PM 0 46 17 0 5 1 0 0 0 0 0 0 0 7 5/3/2010 12:45 PM 0 43 13 0 6 0 0 0 0 0 0 0 0 1 5/3/2010 01:00 PM 0 39 13 1 6 1 0 0 0 0 0 0 0 2 5/3/2010 01:15 PM 0 35 16 0 6 3 0 0 0 0 0 0 0 4 5/3/2010 01:30 PM 0 28 9 0 3 0 0 1 0 0 0 0 0 1 5/3/2010 01:45 PM 3 37 11 0 9 0 0 0 0 0 0 0 0 2 5/3/2010 02:00 PM 1 30 11 0 5 0 0 1 0 0 0 0 0 4 5/3/2010 02:15 PM 2 26 12 0 3 0 0 0 0 0 0 0 0 3 5/3/2010 02:30 PM 1 40 13 1 4 0 0 1 0 0 0 0 0 0 5/3/2010 02:45 PM 1 50 19 1 1 0 0 0 0 0 0 0 0 10 5/3/2010 03:00 PM 5 39 15 0 5 3 0 0 1 0 0 0 0 8 5/3/2010 03:15 PM 2 53 19 1 4 4 0 0 0 0 0 0 0 3 5/3/2010 03:30 PM 2 36 18 1 4 0 1 0 0 0 0 0 0 4 5/3/2010 03:45 PM 2 53 8 1 8 2 0 0 0 0 0 0 0 8 5/3/2010 04:00 PM 1 53 14 2 6 2 0 0 1 0 0 0 0 6 5/3/2010 04:15 PM 1 50 15 1 11 1 0 1 0 0 0 0 0 6 5/3/2010 04:30 PM 2 44 21 0 3 1 0 0 0 0 0 0 0 4 5/3/2010 04:45 PM 0 51 13 0 9 0 0 0 0 0 0 0 0 2 5/3/2010 05:00 PM 5 64 22 0 6 2 0 0 0 0 0 0 0 7 5/3/2010 05:15 PM 3 61 18 0 5 1 0 0 0 0 0 0 0 7 5/3/2010 05:30 PM 0 46 13 1 2 3 0 0 0 0 0 0 0 4 5/3/2010 05:45 PM 1 44 14 0 2 1 0 0 0 0 0 0 0 9 5/3/2010 06:00 PM 2 38 15 0 6 1 0 0 0 0 0 0 0 4 5/3/2010 06:15 PM 1 36 15 0 1 1 0 0 0 0 0 0 0 4 5/3/2010 06:30 PM 1 40 23 0 1 1 0 0 0 0 0 0 0 5 5/3/2010 06:45 PM 2 29 7 0 1 0 0 0 0 0 0 0 0 5 5/3/2010 07:00 PM 0 37 14 0 2 0 0 1 0 0 0 0 0 0 5/3/2010 07:15 PM 1 28 6 0 1 0 0 0 0 0 0 0 0 6 5/3/2010 07:30 PM 0 33 9 0 1 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 15th Street - southbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 07:45 PM 1 24 11 0 1 0 0 0 0 0 0 0 0 1 5/3/2010 08:00 PM 1 50 12 0 0 0 0 0 0 0 0 0 0 6 5/3/2010 08:15 PM 4 55 15 0 5 1 0 0 0 0 0 0 0 6 5/3/2010 08:30 PM 2 35 6 0 2 1 0 0 0 0 0 0 0 0 5/3/2010 08:45 PM 3 31 13 0 3 0 0 0 0 0 0 0 0 3 5/3/2010 09:00 PM 0 29 4 0 0 1 0 0 0 0 0 0 0 0 5/3/2010 09:15 PM 0 26 4 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 09:30 PM 0 21 11 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 09:45 PM 1 27 7 0 3 0 0 0 0 0 0 0 0 1 5/3/2010 10:00 PM 0 21 2 0 1 0 0 0 0 0 0 0 0 2 5/3/2010 10:15 PM 1 14 4 0 1 0 0 0 0 0 0 0 0 1 5/3/2010 10:30 PM 1 22 3 0 1 0 0 0 0 0 0 0 0 1 5/3/2010 10:45 PM 0 17 6 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 11:00 PM 0 16 6 0 0 1 0 0 0 0 0 0 0 1 5/3/2010 11:15 PM 0 15 3 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 11:30 PM 0 13 4 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 11:45 PM 0 10 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:00 AM 0 18 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:15 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:30 AM 0 7 1 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 12:45 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:15 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:45 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 02:00 AM 1 2 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 02:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:30 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 1 ---PAGE BREAK--- 15th Street - southbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:45 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 05:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 05:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:45 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:00 AM 0 7 0 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 06:15 AM 0 6 1 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 06:30 AM 0 5 3 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 06:45 AM 0 11 3 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 07:00 AM 0 7 3 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 07:15 AM 1 18 6 1 2 2 0 0 0 0 0 0 0 4 5/4/2010 07:30 AM 1 14 7 9 2 0 0 0 0 0 0 0 0 3 5/4/2010 07:45 AM 2 20 9 2 3 1 0 0 0 0 0 0 0 7 5/4/2010 08:00 AM 2 28 8 2 3 1 0 0 0 0 0 0 0 5 5/4/2010 08:15 AM 1 11 5 0 0 0 0 1 0 0 0 0 0 5 5/4/2010 08:30 AM 1 15 5 1 3 0 0 1 0 0 0 0 0 0 5/4/2010 08:45 AM 2 10 8 0 2 1 0 0 0 0 0 0 0 5 5/4/2010 09:00 AM 2 14 7 1 7 0 0 0 0 0 0 0 0 8 5/4/2010 09:15 AM 0 14 10 1 2 0 0 2 0 0 0 0 0 0 5/4/2010 09:30 AM 1 20 7 0 5 0 0 0 0 0 0 0 0 3 5/4/2010 09:45 AM 1 20 8 1 4 0 0 0 0 0 0 0 0 5 5/4/2010 10:00 AM 1 20 13 0 7 0 0 2 0 0 0 0 0 3 5/4/2010 10:15 AM 1 17 8 0 3 1 0 1 0 0 0 0 0 2 5/4/2010 10:30 AM 1 27 8 0 5 1 0 0 0 0 0 0 0 2 5/4/2010 10:45 AM 0 30 13 1 2 0 0 0 0 0 0 0 0 1 5/4/2010 11:00 AM 1 53 18 1 3 2 0 0 0 0 0 0 0 5 5/4/2010 11:15 AM 0 42 11 1 6 0 0 0 0 0 0 0 0 4 5/4/2010 11:30 AM 2 33 7 0 6 3 0 0 0 0 0 0 0 7 ---PAGE BREAK--- 15th Street - southbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 11:45 AM 2 43 10 0 6 0 0 0 0 0 0 0 0 5 5/4/2010 12:00 PM 1 44 18 0 6 1 0 0 0 0 0 0 0 4 5/4/2010 12:15 PM 0 37 16 0 4 0 0 0 0 0 0 0 0 5 5/4/2010 12:30 PM 2 41 14 0 2 0 0 0 0 0 0 0 0 2 5/4/2010 12:45 PM 1 33 15 0 1 1 0 0 0 0 0 0 0 6 5/4/2010 01:00 PM 2 33 13 0 3 1 0 1 0 0 0 0 0 5 5/4/2010 01:15 PM 1 24 16 1 6 1 0 0 0 0 0 0 0 4 5/4/2010 01:30 PM 1 33 17 0 3 0 0 0 0 0 0 0 0 1 5/4/2010 01:45 PM 2 21 7 0 5 0 0 0 0 0 0 0 0 6 5/4/2010 02:00 PM 3 42 12 1 4 0 0 0 0 0 0 0 0 6 5/4/2010 02:15 PM 0 32 13 1 7 0 0 0 0 0 0 0 0 3 5/4/2010 02:30 PM 0 35 14 0 4 1 0 0 0 0 0 0 0 1 5/4/2010 02:45 PM 1 38 10 0 5 0 0 0 0 0 0 0 0 3 5/4/2010 03:00 PM 0 53 16 0 5 0 0 1 0 0 0 0 0 2 5/4/2010 03:15 PM 3 65 17 0 7 0 0 0 0 0 0 0 0 9 5/4/2010 03:30 PM 2 50 19 0 7 0 0 0 0 0 0 0 0 3 5/4/2010 03:45 PM 2 39 17 1 8 1 0 1 0 0 0 0 0 5 5/4/2010 04:00 PM 1 48 15 0 3 1 0 0 0 0 0 0 0 4 5/4/2010 04:15 PM 3 50 12 2 7 3 0 0 0 0 0 0 0 10 5/4/2010 04:30 PM 2 56 19 0 5 0 0 1 0 0 0 0 0 8 5/4/2010 04:45 PM 0 44 13 0 9 0 0 0 0 0 0 0 0 5 5/4/2010 05:00 PM 4 73 35 0 6 0 0 0 0 0 0 0 0 11 5/4/2010 05:15 PM 1 62 19 0 7 1 0 1 0 0 0 0 0 4 5/4/2010 05:30 PM 1 54 19 1 3 4 0 0 0 0 0 0 0 9 5/4/2010 05:45 PM 2 47 15 0 4 2 0 0 0 0 0 0 0 7 5/4/2010 06:00 PM 1 41 14 0 1 0 0 0 0 0 0 0 0 2 5/4/2010 06:15 PM 2 43 12 1 1 0 0 1 0 0 0 0 0 1 5/4/2010 06:30 PM 1 44 12 0 3 1 0 1 0 0 0 0 0 3 5/4/2010 06:45 PM 1 37 12 0 3 0 0 0 0 0 0 0 0 5 5/4/2010 07:00 PM 4 39 12 0 4 2 0 0 0 0 0 0 0 3 5/4/2010 07:15 PM 2 32 11 0 0 0 0 0 0 0 0 0 0 5 5/4/2010 07:30 PM 2 23 10 0 5 0 0 0 0 0 0 0 0 1 ---PAGE BREAK--- 15th Street - southbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 07:45 PM 0 36 12 0 1 0 0 0 0 0 0 0 0 3 5/4/2010 08:00 PM 0 41 14 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 08:15 PM 2 28 16 0 4 0 0 0 0 0 0 0 0 3 5/4/2010 08:30 PM 1 38 8 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 08:45 PM 2 29 13 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 09:00 PM 3 27 9 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 09:15 PM 2 19 10 0 1 0 0 0 0 0 0 0 0 4 5/4/2010 09:30 PM 2 23 8 0 0 0 0 1 0 0 0 0 0 2 5/4/2010 09:45 PM 0 23 7 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:00 PM 1 24 5 0 1 0 0 0 0 0 0 0 0 2 5/4/2010 10:15 PM 0 20 4 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 10:30 PM 0 14 3 0 0 1 0 0 0 0 0 0 0 0 5/4/2010 10:45 PM 0 9 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:00 PM 0 23 1 0 0 0 0 0 0 0 0 0 0 2 5/4/2010 11:15 PM 0 10 2 0 1 1 0 0 0 0 0 0 0 2 5/4/2010 11:30 PM 0 12 5 0 0 0 0 0 0 0 0 0 0 3 5/4/2010 11:45 PM 1 7 3 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 12:00 AM 0 10 3 0 0 0 0 0 0 0 0 0 0 1 5/5/2010 12:15 AM 1 6 4 0 0 0 0 0 0 0 0 0 0 2 5/5/2010 12:30 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:45 AM 0 4 1 0 2 0 0 0 0 0 0 0 0 1 5/5/2010 01:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:45 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:00 AM 0 4 3 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 15th Street - southbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 03:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:00 AM 1 2 1 0 2 0 0 0 0 0 0 0 0 1 5/5/2010 05:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:30 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:00 AM 0 5 2 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 06:15 AM 0 5 4 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 06:30 AM 0 5 2 0 2 0 0 0 0 0 0 0 0 1 5/5/2010 06:45 AM 0 9 1 0 3 0 0 0 0 0 0 0 0 2 5/5/2010 07:00 AM 1 9 3 0 2 1 0 0 0 0 0 0 0 1 5/5/2010 07:15 AM 1 19 12 0 1 0 0 0 0 0 0 0 0 6 5/5/2010 07:30 AM 1 18 6 7 5 0 0 0 0 0 0 0 0 9 5/5/2010 07:45 AM 2 39 13 3 7 0 0 0 0 0 0 0 0 11 5/5/2010 08:00 AM 0 18 9 1 6 1 0 0 0 0 0 0 0 2 5/5/2010 08:15 AM 0 21 10 1 3 0 0 0 0 0 0 0 0 3 5/5/2010 08:30 AM 0 8 11 0 6 0 0 0 0 0 0 0 0 0 5/5/2010 08:45 AM 1 11 10 0 1 1 0 0 0 0 0 0 0 2 5/5/2010 09:00 AM 1 5 4 0 4 3 0 0 0 0 0 0 0 4 5/5/2010 09:15 AM 1 18 8 0 1 1 0 0 0 0 0 0 0 1 5/5/2010 09:30 AM 1 20 7 1 6 0 0 0 0 0 0 0 0 1 5/5/2010 09:45 AM 1 16 10 1 7 0 0 1 0 0 0 0 0 3 5/5/2010 10:00 AM 0 27 9 0 1 1 0 0 1 0 0 0 0 2 5/5/2010 10:15 AM 1 26 9 0 4 0 0 0 0 0 0 0 0 2 5/5/2010 10:30 AM 2 23 8 0 3 0 0 0 0 0 0 0 0 4 5/5/2010 10:45 AM 0 37 6 0 7 2 0 0 0 0 0 0 0 4 5/5/2010 11:00 AM 2 32 13 0 6 1 0 0 0 0 0 0 0 4 5/5/2010 11:15 AM 1 39 11 1 4 0 0 0 0 0 0 0 0 1 5/5/2010 11:30 AM 0 36 12 0 3 2 0 0 0 0 0 0 0 5 ---PAGE BREAK--- 15th Street - southbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 11:45 AM 3 31 12 0 7 0 0 1 0 0 0 0 0 7 5/5/2010 12:00 PM 2 47 26 1 5 2 0 0 1 0 0 0 0 2 5/5/2010 12:15 PM 5 34 16 0 1 0 0 0 0 0 0 0 0 7 5/5/2010 12:30 PM 1 49 13 0 6 3 0 1 0 0 0 0 0 8 5/5/2010 12:45 PM 4 59 19 1 5 1 0 0 0 0 0 0 0 7 total 163 4553 1575 55 501 83 1 22 4 0 0 0 0 483 per day 81.5 2276.5 787.5 27.5 250.5 41.5 0.5 11 2 0 0 0 0 241.5 ---PAGE BREAK--- 15th Street - northbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 11:45 AM 0 30 17 0 5 1 0 0 1 0 0 0 0 3 5/3/2010 12:00 PM 2 45 14 0 5 0 0 0 0 0 0 0 0 4 5/3/2010 12:15 PM 0 51 18 0 10 0 0 2 0 0 0 0 0 2 5/3/2010 12:30 PM 0 41 25 2 8 0 0 1 0 0 0 0 0 5 5/3/2010 12:45 PM 1 61 19 0 5 0 0 0 0 0 0 0 0 2 5/3/2010 01:00 PM 3 47 14 0 4 0 0 0 0 0 0 0 0 2 5/3/2010 01:15 PM 2 37 10 0 7 0 0 0 0 0 0 0 0 2 5/3/2010 01:30 PM 0 22 8 0 8 0 0 1 0 0 0 0 0 1 5/3/2010 01:45 PM 2 40 14 0 3 1 0 0 0 0 0 0 0 2 5/3/2010 02:00 PM 0 42 12 0 5 0 0 1 0 0 0 0 0 4 5/3/2010 02:15 PM 0 32 7 1 1 1 0 1 0 0 0 0 0 3 5/3/2010 02:30 PM 3 37 10 4 8 0 0 1 0 0 0 0 0 2 5/3/2010 02:45 PM 1 37 24 3 4 0 0 0 0 0 0 0 0 2 5/3/2010 03:00 PM 4 45 16 1 7 4 0 0 0 0 0 0 0 6 5/3/2010 03:15 PM 3 48 22 0 6 1 0 1 0 0 0 0 0 4 5/3/2010 03:30 PM 2 40 16 0 7 0 0 1 0 0 0 0 0 3 5/3/2010 03:45 PM 1 51 12 0 7 2 0 0 0 0 0 0 0 5 5/3/2010 04:00 PM 4 52 11 0 6 0 0 1 0 0 0 0 0 7 5/3/2010 04:15 PM 2 36 8 0 6 1 0 0 0 0 0 0 0 3 5/3/2010 04:30 PM 2 46 13 1 7 0 0 1 0 0 0 0 0 7 5/3/2010 04:45 PM 0 58 24 0 5 0 0 3 0 0 0 0 0 1 5/3/2010 05:00 PM 1 35 16 0 5 1 0 0 0 0 0 0 0 6 5/3/2010 05:15 PM 1 55 14 0 6 0 0 0 0 0 0 0 0 3 5/3/2010 05:30 PM 2 56 6 0 4 0 0 0 0 0 0 0 0 4 5/3/2010 05:45 PM 2 42 12 0 2 2 0 1 0 0 0 0 0 4 5/3/2010 06:00 PM 2 51 10 0 5 1 0 0 0 0 0 0 0 3 5/3/2010 06:15 PM 1 72 15 0 4 0 0 0 0 0 0 0 0 2 5/3/2010 06:30 PM 0 53 25 0 2 0 0 1 0 0 0 0 0 1 5/3/2010 06:45 PM 3 58 15 0 1 0 0 0 0 0 0 0 0 6 5/3/2010 07:00 PM 0 40 16 0 3 0 0 0 0 0 0 0 0 1 5/3/2010 07:15 PM 1 35 12 0 2 0 0 0 0 0 0 0 0 3 5/3/2010 07:30 PM 0 25 12 0 2 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 15th Street - northbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 07:45 PM 0 24 12 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 08:00 PM 0 27 8 0 3 0 0 0 0 0 0 0 0 2 5/3/2010 08:15 PM 4 18 10 0 1 0 0 0 0 0 0 0 0 2 5/3/2010 08:30 PM 1 22 3 0 1 0 0 0 0 0 0 0 0 2 5/3/2010 08:45 PM 0 23 3 0 1 2 0 0 0 0 0 0 0 0 5/3/2010 09:00 PM 1 16 7 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 09:15 PM 0 12 4 0 2 0 0 0 0 0 0 0 0 0 5/3/2010 09:30 PM 0 11 2 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 09:45 PM 0 27 4 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 10:00 PM 0 25 3 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:15 PM 0 7 4 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:30 PM 0 13 3 0 2 0 0 0 0 0 0 0 0 0 5/3/2010 10:45 PM 0 7 2 0 2 0 0 0 0 0 0 0 0 0 5/3/2010 11:00 PM 0 14 3 0 0 0 0 0 0 0 0 0 0 2 5/3/2010 11:15 PM 0 6 4 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:30 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:45 PM 1 6 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:00 AM 0 5 1 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 12:15 AM 0 4 2 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 12:30 AM 0 5 0 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 12:45 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:45 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 02:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:30 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 02:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 15th Street - northbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 03:45 AM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:15 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:30 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:45 AM 1 16 7 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 06:00 AM 0 8 2 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 06:15 AM 0 8 5 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 06:30 AM 0 10 15 1 3 0 0 1 0 0 0 0 0 0 5/4/2010 06:45 AM 0 26 6 0 6 0 0 0 0 0 0 0 0 1 5/4/2010 07:00 AM 0 29 9 0 3 0 0 0 0 0 0 0 0 2 5/4/2010 07:15 AM 2 55 17 3 4 0 0 0 0 0 0 0 0 1 5/4/2010 07:30 AM 0 88 29 0 8 0 0 1 0 0 0 0 0 4 5/4/2010 07:45 AM 2 97 24 0 8 2 0 0 0 0 0 0 0 8 5/4/2010 08:00 AM 1 52 15 0 6 0 0 0 0 0 0 0 0 2 5/4/2010 08:15 AM 0 36 9 0 7 0 0 1 0 0 0 0 0 2 5/4/2010 08:30 AM 3 38 13 1 2 0 0 0 0 0 0 0 0 4 5/4/2010 08:45 AM 0 37 12 0 5 0 0 0 0 0 0 0 0 3 5/4/2010 09:00 AM 0 30 11 1 3 0 0 0 0 0 0 0 0 5 5/4/2010 09:15 AM 0 33 12 1 5 0 0 1 0 0 0 0 0 1 5/4/2010 09:30 AM 1 43 9 0 4 1 0 0 0 0 0 0 0 1 5/4/2010 09:45 AM 0 45 16 0 6 0 0 0 0 0 0 0 0 3 5/4/2010 10:00 AM 0 40 10 1 5 0 0 1 0 0 0 0 0 2 5/4/2010 10:15 AM 1 22 9 0 5 0 0 0 0 0 0 0 0 3 5/4/2010 10:30 AM 0 28 10 0 2 0 1 0 0 0 0 0 0 0 5/4/2010 10:45 AM 0 33 9 0 4 0 0 1 0 0 0 0 0 1 5/4/2010 11:00 AM 2 31 15 0 6 1 0 0 0 0 0 0 0 0 5/4/2010 11:15 AM 0 45 10 0 3 0 0 1 0 0 0 0 0 1 5/4/2010 11:30 AM 3 45 13 0 3 0 0 1 0 0 0 0 0 7 ---PAGE BREAK--- 15th Street - northbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 11:45 AM 0 47 13 1 3 2 0 0 0 0 0 0 0 3 5/4/2010 12:00 PM 0 39 10 0 4 1 0 0 0 0 0 0 0 5 5/4/2010 12:15 PM 1 50 22 1 3 1 0 0 0 0 0 0 0 2 5/4/2010 12:30 PM 0 44 13 1 7 1 0 0 0 0 0 0 0 4 5/4/2010 12:45 PM 1 57 24 0 6 0 0 0 0 0 0 0 0 1 5/4/2010 01:00 PM 2 46 16 0 9 2 0 0 0 0 0 0 0 4 5/4/2010 01:15 PM 1 44 13 1 4 1 0 0 0 0 0 0 0 4 5/4/2010 01:30 PM 2 29 15 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 01:45 PM 1 36 20 1 2 1 0 0 0 0 0 0 0 2 5/4/2010 02:00 PM 0 37 16 0 6 0 0 0 0 0 0 0 0 1 5/4/2010 02:15 PM 0 38 12 0 9 1 0 0 0 0 0 0 0 2 5/4/2010 02:30 PM 1 38 10 5 5 0 0 1 0 0 0 0 0 0 5/4/2010 02:45 PM 0 29 10 1 4 0 0 1 0 0 0 0 0 4 5/4/2010 03:00 PM 0 68 31 3 8 0 0 0 0 0 0 0 0 4 5/4/2010 03:15 PM 2 43 21 1 5 1 0 0 0 0 0 0 0 5 5/4/2010 03:30 PM 1 45 12 1 4 0 0 1 0 0 0 0 0 1 5/4/2010 03:45 PM 2 43 14 0 4 0 1 1 0 0 0 0 0 7 5/4/2010 04:00 PM 1 40 8 0 3 0 0 0 0 0 0 0 0 3 5/4/2010 04:15 PM 2 54 14 0 9 2 0 0 0 0 0 0 0 8 5/4/2010 04:30 PM 1 44 14 0 6 1 0 0 0 0 0 0 0 2 5/4/2010 04:45 PM 0 43 17 0 5 0 0 0 0 0 0 0 0 3 5/4/2010 05:00 PM 2 38 12 0 5 0 0 0 0 0 0 0 0 6 5/4/2010 05:15 PM 0 51 18 0 3 0 0 0 0 0 0 0 0 7 5/4/2010 05:30 PM 4 48 15 0 5 0 0 0 0 0 0 0 0 9 5/4/2010 05:45 PM 1 41 10 0 6 0 0 0 0 0 0 0 0 3 5/4/2010 06:00 PM 1 52 9 0 5 0 0 0 0 0 0 0 0 2 5/4/2010 06:15 PM 1 46 14 0 0 0 0 0 0 0 0 0 0 4 5/4/2010 06:30 PM 2 39 18 0 3 0 0 1 0 0 0 0 0 4 5/4/2010 06:45 PM 0 51 13 0 2 1 0 1 0 0 0 0 0 5 5/4/2010 07:00 PM 6 34 14 0 2 0 0 0 0 0 0 0 0 5 5/4/2010 07:15 PM 0 27 5 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 07:30 PM 0 31 14 0 2 1 0 0 0 0 0 0 0 3 ---PAGE BREAK--- 15th Street - northbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 07:45 PM 0 21 17 0 2 0 0 0 0 0 0 0 0 3 5/4/2010 08:00 PM 0 27 7 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 08:15 PM 0 34 9 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 08:30 PM 1 27 7 0 1 1 0 0 0 0 0 0 0 1 5/4/2010 08:45 PM 1 29 1 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 09:00 PM 0 27 8 0 4 0 0 0 0 0 0 0 0 0 5/4/2010 09:15 PM 0 19 7 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 09:30 PM 1 20 2 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 09:45 PM 0 20 3 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 10:00 PM 1 13 4 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 10:15 PM 0 12 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:30 PM 0 9 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:45 PM 0 10 2 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 11:00 PM 0 6 5 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 11:15 PM 0 11 1 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 11:30 PM 0 12 3 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 11:45 PM 0 8 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:00 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:15 AM 0 5 0 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 12:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 01:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:15 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:15 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:45 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 15th Street - northbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 03:45 AM 0 7 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:15 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:30 AM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:45 AM 0 14 10 0 3 0 0 0 0 0 0 0 0 1 5/5/2010 06:00 AM 0 9 1 0 2 0 0 0 0 0 0 0 0 0 5/5/2010 06:15 AM 0 17 3 1 3 0 0 0 0 0 0 0 0 0 5/5/2010 06:30 AM 0 8 8 0 2 0 0 0 0 0 0 0 0 0 5/5/2010 06:45 AM 0 33 17 0 8 0 0 0 0 0 0 0 0 0 5/5/2010 07:00 AM 1 27 13 0 2 0 0 0 0 0 0 0 0 2 5/5/2010 07:15 AM 0 56 23 3 5 0 0 0 0 0 0 0 0 2 5/5/2010 07:30 AM 2 97 27 0 12 1 0 0 0 0 0 0 0 4 5/5/2010 07:45 AM 5 93 33 0 8 0 0 0 0 0 0 0 0 6 5/5/2010 08:00 AM 1 57 21 0 9 0 0 0 0 0 0 0 0 1 5/5/2010 08:15 AM 0 31 13 0 8 0 0 0 0 0 0 0 0 1 5/5/2010 08:30 AM 0 31 16 0 9 1 0 0 0 0 0 0 0 0 5/5/2010 08:45 AM 1 33 10 0 4 1 0 0 0 0 0 0 0 2 5/5/2010 09:00 AM 2 28 15 1 2 0 0 1 0 0 0 0 0 3 5/5/2010 09:15 AM 1 20 9 0 3 1 0 1 0 0 0 0 0 0 5/5/2010 09:30 AM 0 27 17 0 6 0 0 0 0 0 0 0 0 3 5/5/2010 09:45 AM 1 37 16 0 5 0 0 1 0 0 0 0 0 0 5/5/2010 10:00 AM 0 35 9 0 7 1 0 0 0 0 0 0 0 4 5/5/2010 10:15 AM 0 36 10 0 7 0 0 1 0 0 0 0 0 2 5/5/2010 10:30 AM 1 25 10 1 3 0 0 0 0 0 0 0 0 0 5/5/2010 10:45 AM 1 29 16 0 7 0 0 0 0 0 0 0 0 2 5/5/2010 11:00 AM 1 45 11 0 4 0 0 0 0 0 0 0 0 3 5/5/2010 11:15 AM 0 28 11 0 7 0 0 0 0 0 0 0 0 0 5/5/2010 11:30 AM 0 50 15 0 2 1 0 0 0 0 0 0 0 2 ---PAGE BREAK--- 15th Street - northbound File Name: q:\22\10609\count data\2_3.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 23 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 11:45 AM 2 50 18 2 5 0 0 2 0 0 0 0 0 7 5/5/2010 12:00 PM 2 36 18 0 3 0 0 0 0 0 0 0 0 5 5/5/2010 12:15 PM 2 47 16 2 3 1 0 0 0 0 0 0 0 5 5/5/2010 12:30 PM 5 53 11 2 3 0 0 0 0 0 0 0 0 6 5/5/2010 12:45 PM 5 55 13 0 6 0 0 0 0 0 0 0 0 4 total 128 5284 1761 44 576 43 2 36 0 0 0 0 0 339 per day 64 2642 880.5 22 288 21.5 1 18 0 0 0 0 0 169.5 ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix D - Traffic Study 9th Street Appendix D - Traffic Study 9th Street PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Date 5/3/10 12:00 to 5/5/10 12:00 Count Time 48 hours ADT 6590 Trucks 470 % Trucks 7.3% Vehicle Classification 1.2% Passenger Cars 65.9% Four Tire, Single Unit 22.5% Buses 0.4% Two Axle, Six Tire Unit 5.3% Three Axle, Single Unit 0.8% Four or More Axle, Single Unit 0.0% Four or Less Axle, Single Traile 0.5% Five Axle, Single Trailer 0.1% Six or More Axle, Single Trailer 0.0% Seven or More Axle, Multi-Traile 0.0% Unclassified 3.2% Vehicle Direction North-bound 47.68% South-bound 52.32% SUMMARY OF TRAFFIC VOLUME DATA - 9th ST ---PAGE BREAK--- 9th Street - northbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 12:00 PM 0 58 15 0 5 1 0 1 0 0 0 0 0 4 5/3/2010 12:15 PM 1 46 12 0 1 0 0 0 0 0 0 0 0 4 5/3/2010 12:30 PM 0 27 16 0 3 0 0 1 0 0 0 0 0 0 5/3/2010 12:45 PM 0 33 14 0 1 2 0 0 0 0 0 0 0 3 5/3/2010 01:00 PM 1 29 7 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 01:15 PM 1 28 4 1 1 0 0 1 0 0 0 0 0 1 5/3/2010 01:30 PM 0 26 9 0 3 0 0 0 0 0 0 0 0 3 5/3/2010 01:45 PM 0 26 6 0 3 1 0 0 0 0 0 0 0 1 5/3/2010 02:00 PM 2 34 11 0 0 0 0 1 0 0 0 0 0 1 5/3/2010 02:15 PM 0 30 7 1 4 2 0 0 0 0 0 0 0 2 5/3/2010 02:30 PM 0 36 10 0 5 0 0 0 0 0 0 0 0 2 5/3/2010 02:45 PM 0 40 12 0 5 1 0 0 0 0 0 0 0 1 5/3/2010 03:00 PM 0 34 19 1 3 0 0 0 0 0 0 0 0 1 5/3/2010 03:15 PM 1 51 12 0 5 0 0 0 0 0 0 0 0 9 5/3/2010 03:30 PM 0 36 12 0 2 0 0 0 0 0 0 0 0 5 5/3/2010 03:45 PM 0 31 12 1 5 0 0 1 0 0 0 0 0 1 5/3/2010 04:00 PM 0 42 18 1 3 0 0 0 0 0 0 0 0 1 5/3/2010 04:15 PM 4 42 7 0 3 0 0 0 0 0 0 0 0 1 5/3/2010 04:30 PM 0 41 17 0 3 1 0 2 0 0 0 0 0 0 5/3/2010 04:45 PM 1 45 19 0 3 0 0 1 0 0 0 0 0 3 5/3/2010 05:00 PM 4 72 14 0 2 0 0 1 0 0 0 0 0 2 5/3/2010 05:15 PM 1 60 26 0 2 0 0 1 0 0 0 0 0 3 5/3/2010 05:30 PM 0 56 18 0 4 0 0 1 0 0 0 0 0 1 5/3/2010 05:45 PM 0 41 9 0 4 1 0 0 0 0 0 0 0 6 5/3/2010 06:00 PM 0 36 15 0 3 0 0 0 0 0 0 0 0 1 5/3/2010 06:15 PM 1 52 16 0 3 0 0 0 0 0 0 0 0 2 5/3/2010 06:30 PM 0 44 14 0 2 0 0 0 0 0 0 0 0 4 5/3/2010 06:45 PM 1 41 12 0 3 0 0 0 0 0 0 0 0 4 5/3/2010 07:00 PM 1 24 9 0 0 0 0 0 0 0 0 0 0 1 5/3/2010 07:15 PM 0 20 12 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 07:30 PM 0 24 2 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 07:45 PM 1 25 5 0 1 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 9th Street - northbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 08:00 PM 0 23 4 0 1 0 0 0 0 0 0 0 0 1 5/3/2010 08:15 PM 1 27 7 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 08:30 PM 0 23 4 0 1 0 0 0 0 0 0 0 0 1 5/3/2010 08:45 PM 0 24 8 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 09:00 PM 1 24 5 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 09:15 PM 0 25 8 0 2 0 0 0 0 0 0 0 0 0 5/3/2010 09:30 PM 0 17 4 0 1 1 0 0 0 0 0 0 0 3 5/3/2010 09:45 PM 0 13 2 0 0 0 0 0 0 0 0 0 0 1 5/3/2010 10:00 PM 1 14 7 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:15 PM 0 11 5 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:30 PM 0 9 3 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 10:45 PM 0 14 5 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:00 PM 0 12 5 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:15 PM 0 4 2 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 11:30 PM 0 9 4 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 11:45 PM 0 7 2 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 12:00 AM 0 15 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:15 AM 0 13 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:30 AM 0 7 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:45 AM 0 6 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:30 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:00 AM 1 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 9th Street - northbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 04:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:30 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:45 AM 0 7 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:15 AM 0 9 5 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:30 AM 0 5 1 2 2 0 0 0 0 0 0 0 0 0 5/4/2010 06:45 AM 0 7 8 0 4 0 0 0 0 0 0 0 0 0 5/4/2010 07:00 AM 0 12 4 1 0 0 0 0 0 0 0 0 0 0 5/4/2010 07:15 AM 0 21 5 2 2 1 0 0 0 0 0 0 0 2 5/4/2010 07:30 AM 0 38 11 0 4 0 0 0 0 0 0 0 0 4 5/4/2010 07:45 AM 1 38 12 0 5 0 0 0 0 0 0 0 0 5 5/4/2010 08:00 AM 0 17 8 0 4 0 0 0 0 0 0 0 0 8 5/4/2010 08:15 AM 0 20 9 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 08:30 AM 0 16 3 1 2 0 0 1 0 0 0 0 0 1 5/4/2010 08:45 AM 0 16 7 0 0 0 0 1 0 0 0 0 0 1 5/4/2010 09:00 AM 0 11 5 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 09:15 AM 0 21 8 0 1 0 0 1 0 0 0 0 0 1 5/4/2010 09:30 AM 1 20 15 0 2 1 0 1 0 0 0 0 0 2 5/4/2010 09:45 AM 0 23 7 0 2 1 0 0 0 0 0 0 0 0 5/4/2010 10:00 AM 1 19 10 0 2 0 0 0 0 0 0 0 0 2 5/4/2010 10:15 AM 3 23 10 0 1 2 0 1 0 0 0 0 0 4 5/4/2010 10:30 AM 0 24 10 0 8 4 0 0 0 0 0 0 0 2 5/4/2010 10:45 AM 1 28 7 0 3 2 0 0 1 0 0 0 0 4 5/4/2010 11:00 AM 3 29 15 0 3 0 0 0 0 0 0 0 0 5 5/4/2010 11:15 AM 1 29 9 0 3 0 1 0 0 0 0 0 0 2 5/4/2010 11:30 AM 0 49 17 0 5 0 0 2 0 0 0 0 0 2 5/4/2010 11:45 AM 0 45 16 0 1 0 0 0 0 0 0 0 0 6 ---PAGE BREAK--- 9th Street - northbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 12:00 PM 1 29 19 0 2 2 0 2 0 0 0 0 0 8 5/4/2010 12:15 PM 0 29 7 0 1 1 0 0 0 0 0 0 0 1 5/4/2010 12:30 PM 0 38 11 0 5 1 0 0 1 0 0 0 0 0 5/4/2010 12:45 PM 1 32 13 0 1 0 0 0 0 0 0 0 0 2 5/4/2010 01:00 PM 0 34 18 1 4 0 0 1 0 0 0 0 0 1 5/4/2010 01:15 PM 1 27 12 0 3 2 0 0 0 0 0 0 0 1 5/4/2010 01:30 PM 1 27 14 0 4 1 0 0 0 0 0 0 0 2 5/4/2010 01:45 PM 2 17 14 0 1 1 0 2 0 0 0 0 0 2 5/4/2010 02:00 PM 0 39 12 0 4 0 0 0 0 0 0 0 0 2 5/4/2010 02:15 PM 0 49 11 1 4 2 0 0 0 0 0 0 0 2 5/4/2010 02:30 PM 1 34 16 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 02:45 PM 2 38 10 0 2 1 0 0 0 0 0 0 0 2 5/4/2010 03:00 PM 0 56 17 1 3 0 0 0 1 0 0 0 0 2 5/4/2010 03:15 PM 3 56 13 0 7 2 0 0 0 0 0 0 0 2 5/4/2010 03:30 PM 1 41 19 0 8 3 0 0 0 0 0 0 0 3 5/4/2010 03:45 PM 0 25 14 1 4 0 0 0 0 0 0 0 0 2 5/4/2010 04:00 PM 0 44 16 0 1 1 0 0 0 0 0 0 0 0 5/4/2010 04:15 PM 0 42 18 0 3 0 0 1 0 0 0 0 0 0 5/4/2010 04:30 PM 0 48 6 0 4 1 0 1 0 0 0 0 0 2 5/4/2010 04:45 PM 1 32 12 0 3 1 0 0 0 0 0 0 0 0 5/4/2010 05:00 PM 0 67 21 0 6 1 0 1 0 0 0 0 0 4 5/4/2010 05:15 PM 1 49 24 0 0 1 0 1 0 0 0 0 0 2 5/4/2010 05:30 PM 2 48 19 0 3 1 0 0 0 0 0 0 0 2 5/4/2010 05:45 PM 0 41 9 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 06:00 PM 3 36 12 0 1 0 0 0 0 0 0 0 0 4 5/4/2010 06:15 PM 0 29 16 0 3 0 0 0 0 0 0 0 0 2 5/4/2010 06:30 PM 1 36 10 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 06:45 PM 1 21 14 0 3 0 0 0 0 0 0 0 0 1 5/4/2010 07:00 PM 0 25 6 0 1 0 0 0 0 0 0 0 0 2 5/4/2010 07:15 PM 0 21 9 0 2 1 0 0 0 0 0 0 0 0 5/4/2010 07:30 PM 1 23 4 0 1 0 0 0 0 0 0 0 0 3 5/4/2010 07:45 PM 0 28 11 0 1 0 0 0 0 0 0 0 0 1 ---PAGE BREAK--- 9th Street - northbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 08:00 PM 0 19 9 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 08:15 PM 0 29 10 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 08:30 PM 1 24 10 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 08:45 PM 0 31 11 0 0 0 0 0 0 0 0 0 0 4 5/4/2010 09:00 PM 0 29 7 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 09:15 PM 0 20 5 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 09:30 PM 2 13 4 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 09:45 PM 0 15 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:00 PM 0 18 2 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 10:15 PM 0 6 5 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:30 PM 0 9 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:45 PM 0 22 1 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 11:00 PM 0 7 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:15 PM 0 8 2 0 4 0 0 0 0 0 0 0 0 0 5/4/2010 11:30 PM 0 14 4 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 11:45 PM 0 11 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:00 AM 0 11 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:15 AM 0 8 4 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:30 AM 0 6 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:45 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:30 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:45 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:15 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:15 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 9th Street - northbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 04:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:45 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:00 AM 0 7 4 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:15 AM 0 7 5 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:30 AM 0 4 2 1 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:45 AM 0 12 2 0 6 0 0 0 0 0 0 0 0 1 5/5/2010 07:00 AM 0 14 6 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 07:15 AM 0 24 10 3 2 0 0 0 0 0 0 0 0 0 5/5/2010 07:30 AM 2 28 10 0 3 0 0 0 0 0 0 0 0 1 5/5/2010 07:45 AM 2 32 11 0 2 0 1 0 0 0 0 0 0 1 5/5/2010 08:00 AM 1 23 10 0 5 0 0 1 0 0 0 0 0 2 5/5/2010 08:15 AM 0 11 3 0 2 0 0 0 0 0 0 0 0 2 5/5/2010 08:30 AM 1 18 3 0 0 1 0 0 0 0 0 0 0 0 5/5/2010 08:45 AM 0 17 8 0 3 0 0 0 1 0 0 0 0 1 5/5/2010 09:00 AM 1 25 8 0 2 0 0 1 0 0 0 0 0 1 5/5/2010 09:15 AM 0 32 8 0 0 0 0 0 0 0 0 0 0 1 5/5/2010 09:30 AM 0 20 8 1 0 1 0 0 0 0 0 0 0 1 5/5/2010 09:45 AM 1 23 9 1 3 0 0 1 0 0 1 0 0 5 5/5/2010 10:00 AM 1 32 7 0 1 0 0 1 0 0 0 0 0 2 5/5/2010 10:15 AM 0 16 5 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 10:30 AM 0 26 10 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 10:45 AM 0 22 11 0 0 0 0 0 0 0 0 0 0 1 5/5/2010 11:00 AM 2 18 13 0 0 0 0 1 0 0 0 0 0 4 5/5/2010 11:15 AM 1 36 13 0 3 0 0 0 0 0 0 0 0 1 5/5/2010 11:30 AM 1 45 14 0 1 1 0 1 0 0 0 0 0 3 5/5/2010 11:45 AM 1 32 21 0 3 1 0 1 0 0 0 0 0 5 ---PAGE BREAK--- 9th Street - northbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 12:00 PM 1 56 15 0 4 0 0 0 0 0 0 0 0 2 5/5/2010 12:15 PM 2 36 13 0 5 1 0 0 0 0 0 0 0 1 5/5/2010 12:30 PM 0 36 13 0 2 0 0 1 0 0 0 0 0 2 5/5/2010 12:45 PM 2 35 15 0 4 0 0 0 0 0 0 0 0 1 5/5/2010 01:00 PM 1 43 18 0 1 0 0 0 0 0 0 0 0 2 total 76 4162 1411 22 298 48 2 34 4 0 1 0 0 226 per day 38 2081 705.5 11 149 24 1 17 2 0 0.5 0 0 113 ---PAGE BREAK--- 9th Street - southbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 12:00 PM 0 41 6 0 2 2 0 0 0 0 0 0 0 1 5/3/2010 12:15 PM 1 44 11 0 7 1 0 1 0 0 0 0 0 2 5/3/2010 12:30 PM 0 29 14 0 3 1 0 0 0 0 0 0 0 0 5/3/2010 12:45 PM 2 69 19 0 4 0 0 0 0 0 0 0 0 4 5/3/2010 01:00 PM 2 43 11 0 1 1 0 1 0 0 0 0 0 1 5/3/2010 01:15 PM 1 34 10 0 2 0 0 0 0 0 0 0 0 0 5/3/2010 01:30 PM 0 25 14 1 4 2 0 0 0 0 0 0 0 0 5/3/2010 01:45 PM 0 31 10 0 6 2 0 0 0 0 0 0 0 2 5/3/2010 02:00 PM 1 31 13 0 3 1 0 0 0 0 0 0 0 0 5/3/2010 02:15 PM 0 20 9 0 3 1 0 0 0 0 0 0 0 3 5/3/2010 02:30 PM 1 35 14 0 4 0 0 0 0 0 0 0 0 2 5/3/2010 02:45 PM 0 50 14 0 4 1 0 0 0 0 0 0 0 1 5/3/2010 03:00 PM 0 25 13 0 4 0 0 0 0 0 0 0 0 2 5/3/2010 03:15 PM 2 43 29 3 3 1 0 0 0 0 0 0 0 5 5/3/2010 03:30 PM 0 36 15 0 2 1 0 0 0 0 0 0 0 3 5/3/2010 03:45 PM 0 45 7 1 2 0 0 0 0 0 0 0 0 1 5/3/2010 04:00 PM 2 35 21 1 4 0 0 1 0 0 0 0 0 0 5/3/2010 04:15 PM 1 39 7 0 2 1 0 0 0 0 0 0 0 1 5/3/2010 04:30 PM 1 38 15 0 3 1 0 0 0 0 0 0 0 0 5/3/2010 04:45 PM 0 55 17 0 7 1 0 0 0 0 0 0 0 1 5/3/2010 05:00 PM 1 39 16 0 5 2 0 1 0 0 0 0 0 1 5/3/2010 05:15 PM 1 46 11 0 3 0 0 0 0 0 0 0 0 1 5/3/2010 05:30 PM 0 44 13 0 4 0 0 0 0 0 0 0 0 1 5/3/2010 05:45 PM 2 39 13 1 5 0 0 0 0 0 0 0 0 5 5/3/2010 06:00 PM 0 32 3 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 06:15 PM 1 34 11 0 2 0 0 0 0 0 0 0 0 2 5/3/2010 06:30 PM 0 32 10 0 0 0 0 0 0 0 0 0 0 4 5/3/2010 06:45 PM 1 32 10 0 1 0 0 0 0 0 0 0 0 2 5/3/2010 07:00 PM 0 29 9 0 3 0 0 0 0 0 0 0 0 0 5/3/2010 07:15 PM 0 20 7 0 2 0 0 1 0 0 0 0 0 0 5/3/2010 07:30 PM 1 21 9 0 1 0 0 1 0 0 0 0 0 1 5/3/2010 07:45 PM 0 23 2 0 1 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 9th Street - southbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 08:00 PM 0 36 18 0 2 0 0 0 0 0 0 0 0 2 5/3/2010 08:15 PM 0 27 11 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 08:30 PM 0 17 7 0 0 0 0 0 0 0 0 0 0 1 5/3/2010 08:45 PM 0 13 6 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 09:00 PM 0 18 3 0 3 1 0 0 0 0 0 0 0 0 5/3/2010 09:15 PM 0 19 3 0 0 0 0 0 0 0 0 0 0 1 5/3/2010 09:30 PM 1 11 3 0 1 0 0 0 0 0 0 0 0 2 5/3/2010 09:45 PM 0 14 3 0 1 0 0 0 0 0 0 0 0 1 5/3/2010 10:00 PM 1 12 4 0 2 0 0 1 0 0 0 0 0 0 5/3/2010 10:15 PM 0 14 4 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:30 PM 0 11 2 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:45 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:00 PM 0 7 3 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:15 PM 0 7 2 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:30 PM 0 8 2 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:45 PM 0 6 0 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 12:00 AM 0 6 4 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 12:15 AM 0 6 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:30 AM 0 3 0 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 12:45 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 01:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:15 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:30 AM 0 3 0 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 03:45 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 9th Street - southbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 04:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:45 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:30 AM 0 7 2 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 05:45 AM 0 9 4 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:00 AM 0 7 8 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 06:15 AM 0 8 5 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:30 AM 0 9 5 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 06:45 AM 1 28 9 1 5 0 0 0 0 0 0 0 0 0 5/4/2010 07:00 AM 1 24 5 1 0 1 0 0 0 0 0 0 0 0 5/4/2010 07:15 AM 1 28 7 0 4 1 0 0 0 0 0 0 0 2 5/4/2010 07:30 AM 1 47 18 0 4 0 0 0 0 0 0 0 0 3 5/4/2010 07:45 AM 1 69 15 0 8 0 0 0 0 0 0 0 0 7 5/4/2010 08:00 AM 0 44 19 0 2 1 1 2 0 0 0 0 0 5 5/4/2010 08:15 AM 0 26 12 0 5 0 0 1 0 0 0 0 0 1 5/4/2010 08:30 AM 0 27 9 0 6 0 0 0 0 0 0 0 0 1 5/4/2010 08:45 AM 0 34 10 1 1 0 0 0 0 0 0 0 0 1 5/4/2010 09:00 AM 0 39 10 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 09:15 AM 0 40 13 0 4 0 0 0 0 0 0 0 0 1 5/4/2010 09:30 AM 1 48 8 0 3 2 0 0 0 0 0 0 0 2 5/4/2010 09:45 AM 0 54 20 1 5 0 0 0 0 0 0 0 0 0 5/4/2010 10:00 AM 2 34 11 0 3 0 0 2 0 0 0 0 0 3 5/4/2010 10:15 AM 0 28 6 0 7 2 0 1 1 0 0 0 0 1 5/4/2010 10:30 AM 2 23 7 0 5 1 0 1 0 0 0 0 0 0 5/4/2010 10:45 AM 1 34 14 0 6 0 0 0 0 1 0 0 0 0 5/4/2010 11:00 AM 3 39 21 1 3 0 0 1 0 0 0 0 0 8 5/4/2010 11:15 AM 1 37 16 0 5 0 0 0 1 0 0 0 0 2 5/4/2010 11:30 AM 0 29 15 0 2 2 0 0 0 0 0 0 0 3 5/4/2010 11:45 AM 1 31 10 0 3 1 0 0 1 0 0 0 0 6 ---PAGE BREAK--- 9th Street - southbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 12:00 PM 0 43 14 1 5 1 0 1 0 0 0 0 0 4 5/4/2010 12:15 PM 0 32 11 0 3 1 0 0 0 0 0 0 0 0 5/4/2010 12:30 PM 0 49 17 0 1 1 0 1 0 0 0 0 0 1 5/4/2010 12:45 PM 1 59 19 0 4 0 0 0 1 0 0 0 0 1 5/4/2010 01:00 PM 0 53 15 1 5 0 0 0 1 0 0 0 0 1 5/4/2010 01:15 PM 1 38 15 0 3 1 0 0 0 0 0 0 0 1 5/4/2010 01:30 PM 1 31 15 1 6 0 0 0 0 0 0 0 0 3 5/4/2010 01:45 PM 1 29 8 0 6 2 0 0 0 0 0 0 0 3 5/4/2010 02:00 PM 0 26 13 0 8 0 0 0 0 0 0 0 0 1 5/4/2010 02:15 PM 1 26 9 0 5 0 0 2 0 0 0 0 0 1 5/4/2010 02:30 PM 1 30 14 1 2 0 0 1 0 0 0 0 0 1 5/4/2010 02:45 PM 1 34 20 0 3 0 0 0 0 0 0 0 0 4 5/4/2010 03:00 PM 0 42 15 0 5 0 0 1 1 0 0 0 0 2 5/4/2010 03:15 PM 2 57 23 3 4 0 0 0 1 0 0 0 0 6 5/4/2010 03:30 PM 3 35 16 0 4 1 0 0 0 0 0 0 0 4 5/4/2010 03:45 PM 0 37 16 3 4 0 0 0 0 0 0 0 0 2 5/4/2010 04:00 PM 1 42 14 1 5 0 0 0 0 0 0 0 0 1 5/4/2010 04:15 PM 0 25 6 0 1 0 0 0 0 0 0 0 0 2 5/4/2010 04:30 PM 0 38 8 0 8 0 0 0 0 0 0 0 0 3 5/4/2010 04:45 PM 1 47 8 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 05:00 PM 2 41 15 0 8 2 0 0 0 0 0 0 0 1 5/4/2010 05:15 PM 2 46 17 0 6 0 0 0 0 0 0 0 0 5 5/4/2010 05:30 PM 2 36 19 0 4 0 0 1 0 0 0 0 0 2 5/4/2010 05:45 PM 0 25 10 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 06:00 PM 3 28 8 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 06:15 PM 0 28 8 0 1 1 0 0 0 0 0 0 0 1 5/4/2010 06:30 PM 1 35 13 0 3 0 0 0 0 0 0 0 0 2 5/4/2010 06:45 PM 1 34 19 0 1 0 0 1 0 0 0 0 0 1 5/4/2010 07:00 PM 1 22 13 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 07:15 PM 1 20 10 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 07:30 PM 0 17 7 0 0 1 0 0 0 0 0 0 0 1 5/4/2010 07:45 PM 0 26 7 0 1 0 0 0 0 0 0 0 0 1 ---PAGE BREAK--- 9th Street - southbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 08:00 PM 0 20 8 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 08:15 PM 0 28 11 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 08:30 PM 0 17 7 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 08:45 PM 0 20 7 0 0 0 0 0 0 0 0 0 0 2 5/4/2010 09:00 PM 0 15 3 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 09:15 PM 0 10 5 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 09:30 PM 0 19 4 0 0 1 0 0 0 0 0 0 0 0 5/4/2010 09:45 PM 0 11 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:00 PM 0 12 5 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 10:15 PM 0 15 3 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 10:30 PM 0 10 3 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 10:45 PM 0 13 0 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 11:00 PM 0 7 2 0 0 0 0 1 0 0 0 0 0 0 5/4/2010 11:15 PM 0 9 1 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 11:30 PM 0 8 1 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 11:45 PM 0 6 1 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 12:00 AM 0 9 2 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 12:15 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:30 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:45 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 5/5/2010 01:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 01:15 AM 1 5 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:15 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:45 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 9th Street - southbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 04:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:45 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 05:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:15 AM 0 3 0 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 05:30 AM 1 3 0 0 0 1 0 0 0 0 0 0 0 1 5/5/2010 05:45 AM 0 6 8 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:00 AM 0 10 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:15 AM 0 13 5 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:30 AM 1 15 7 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 06:45 AM 0 23 12 2 2 0 0 0 0 0 0 0 0 1 5/5/2010 07:00 AM 2 28 6 0 1 0 0 0 0 0 0 0 0 2 5/5/2010 07:15 AM 0 35 14 0 5 0 0 0 0 0 0 0 0 0 5/5/2010 07:30 AM 1 67 17 0 5 1 0 0 0 0 0 0 0 2 5/5/2010 07:45 AM 2 89 21 0 5 0 0 2 0 0 0 0 0 8 5/5/2010 08:00 AM 0 55 18 0 1 0 0 0 1 0 0 0 0 0 5/5/2010 08:15 AM 0 31 9 0 3 1 0 1 0 0 0 0 0 1 5/5/2010 08:30 AM 2 26 8 0 5 0 0 0 0 0 0 0 0 3 5/5/2010 08:45 AM 0 42 12 0 4 0 0 0 0 0 0 0 0 2 5/5/2010 09:00 AM 0 33 13 0 6 1 0 0 0 0 0 0 0 1 5/5/2010 09:15 AM 1 31 12 0 4 0 0 0 0 0 0 0 0 0 5/5/2010 09:30 AM 0 34 17 0 2 0 0 1 0 0 0 0 0 1 5/5/2010 09:45 AM 1 60 17 0 2 1 0 0 0 0 0 0 0 1 5/5/2010 10:00 AM 1 43 16 0 2 1 0 1 0 0 0 0 0 1 5/5/2010 10:15 AM 0 22 11 0 1 0 0 0 0 0 0 0 0 1 5/5/2010 10:30 AM 1 13 6 0 2 0 0 0 0 0 0 0 0 0 5/5/2010 10:45 AM 0 22 12 0 8 0 0 1 0 0 0 0 0 1 5/5/2010 11:00 AM 3 44 17 0 4 2 0 0 0 0 0 0 0 2 5/5/2010 11:15 AM 1 31 17 0 1 0 0 0 0 0 0 0 0 1 5/5/2010 11:30 AM 3 36 11 1 4 1 0 1 0 0 0 0 0 3 5/5/2010 11:45 AM 0 30 14 1 2 1 0 1 0 0 0 0 0 7 ---PAGE BREAK--- 9th Street - southbound File Name: q:\22\10609\count data\4_1.twf Start Date: 5/3/2010 Start Time: 12:00:00 PM Site Code: 41 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 12:00 PM 0 37 13 0 4 1 0 1 0 0 0 0 0 1 5/5/2010 12:15 PM 0 41 11 0 5 0 0 0 0 0 0 0 0 3 5/5/2010 12:30 PM 0 43 16 0 5 0 0 1 0 0 0 0 0 3 5/5/2010 12:45 PM 1 48 22 0 3 0 0 0 0 0 0 0 0 2 5/5/2010 01:00 PM 1 30 22 0 4 0 0 1 0 0 0 0 0 0 total 87 4518 1557 27 407 54 1 33 8 1 0 0 0 202 per day 43.5 2259 778.5 13.5 203.5 27 0.5 16.5 4 0.5 0 0 0 101 ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix D - Traffic Study Spring Creek Drive Appendix D - Traffic Study Spring Creek Drive PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Date 5/3/10 12:00 to 5/5/10 12:00 Count Time 48 hours ADT 4516 Trucks 368 % Trucks 8.9% Vehicle Classification 2.5% Passenger Cars 57.2% Four Tire, Single Unit 24.1% Buses 0.3% Two Axle, Six Tire Unit 6.2% Three Axle, Single Unit 1.3% Four or More Axle, Single Unit 0.0% Four or Less Axle, Single Traile 0.3% Five Axle, Single Trailer 0.1% Six or More Axle, Single Trailer 0.0% Seven or More Axle, Multi-Traile 0.0% Unclassified 8.1% Vehicle Direction East-bound 51.66% West-bound 48.34% SUMMARY OF TRAFFIC VOLUME DATA - SPRING CREEK DRIVE ---PAGE BREAK--- Spring Creek - eastbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 11:45 AM 0 18 5 0 4 0 0 0 0 0 0 0 0 2 5/3/2010 12:00 PM 2 23 9 0 0 0 0 0 0 0 0 0 0 8 5/3/2010 12:15 PM 0 24 6 0 2 1 0 0 0 0 0 0 0 0 5/3/2010 12:30 PM 2 22 8 0 2 1 0 1 0 0 0 0 0 5 5/3/2010 12:45 PM 2 19 14 0 2 0 0 0 0 0 0 0 0 4 5/3/2010 01:00 PM 0 29 9 0 4 0 0 0 1 0 0 0 0 4 5/3/2010 01:15 PM 0 20 4 0 4 0 0 0 0 0 0 0 0 5 5/3/2010 01:30 PM 1 16 14 0 3 1 0 0 0 0 0 0 0 2 5/3/2010 01:45 PM 0 15 7 0 5 0 0 0 0 0 0 0 0 0 5/3/2010 02:00 PM 1 17 11 0 1 2 0 0 0 0 0 0 0 0 5/3/2010 02:15 PM 0 11 6 0 4 1 0 0 0 0 0 0 0 1 5/3/2010 02:30 PM 0 14 14 0 6 1 0 0 0 0 0 0 0 5 5/3/2010 02:45 PM 2 13 5 0 0 1 0 1 0 0 0 0 0 1 5/3/2010 03:00 PM 0 15 6 1 3 4 0 0 0 0 0 0 0 8 5/3/2010 03:15 PM 0 26 8 0 3 1 0 0 0 0 0 0 0 3 5/3/2010 03:30 PM 3 17 5 1 5 1 0 0 0 0 0 0 0 4 5/3/2010 03:45 PM 1 26 7 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 04:00 PM 1 20 9 0 4 2 0 0 0 0 0 0 0 4 5/3/2010 04:15 PM 2 31 5 0 5 1 0 0 1 0 0 0 0 11 5/3/2010 04:30 PM 2 34 8 0 3 1 0 0 0 0 0 0 0 7 5/3/2010 04:45 PM 2 27 18 0 3 1 0 0 0 0 0 0 0 7 5/3/2010 05:00 PM 0 33 10 0 3 1 0 0 0 0 0 0 0 6 5/3/2010 05:15 PM 3 41 15 0 1 2 0 0 0 0 0 0 0 5 5/3/2010 05:30 PM 5 38 12 0 1 0 0 0 0 0 0 0 0 4 5/3/2010 05:45 PM 1 21 9 0 1 3 0 0 0 0 0 0 0 7 5/3/2010 06:00 PM 1 17 10 0 5 1 0 0 0 0 0 0 0 1 5/3/2010 06:15 PM 3 18 8 0 0 0 0 0 0 0 0 0 0 3 5/3/2010 06:30 PM 2 12 10 0 4 0 0 0 0 0 0 0 0 4 5/3/2010 06:45 PM 1 29 4 0 2 0 0 0 0 0 0 0 0 2 5/3/2010 07:00 PM 3 17 11 0 1 1 0 0 0 0 0 0 0 1 5/3/2010 07:15 PM 3 12 10 0 1 1 0 0 0 0 0 0 0 3 5/3/2010 07:30 PM 0 13 5 0 0 1 0 0 0 0 0 0 0 4 ---PAGE BREAK--- Spring Creek - eastbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 07:45 PM 1 15 4 0 0 0 0 1 0 0 0 0 0 0 5/3/2010 08:00 PM 2 20 8 0 1 0 0 0 0 0 0 0 0 8 5/3/2010 08:15 PM 1 20 5 0 1 0 0 0 0 0 0 0 0 2 5/3/2010 08:30 PM 1 20 8 0 2 0 0 0 0 0 0 0 0 4 5/3/2010 08:45 PM 1 8 2 0 2 0 0 0 0 0 0 0 0 2 5/3/2010 09:00 PM 0 18 1 0 2 0 0 0 0 0 0 0 0 0 5/3/2010 09:15 PM 0 8 6 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 09:30 PM 0 5 3 0 1 0 0 0 0 0 0 0 0 2 5/3/2010 09:45 PM 1 9 1 0 0 1 0 0 0 0 0 0 0 1 5/3/2010 10:00 PM 1 7 0 0 2 1 0 0 0 0 0 0 0 2 5/3/2010 10:15 PM 0 3 5 0 0 0 0 0 0 0 0 0 0 2 5/3/2010 10:30 PM 0 7 2 0 0 1 0 0 0 0 0 0 0 1 5/3/2010 10:45 PM 0 9 1 0 0 0 0 0 0 0 0 0 0 1 5/3/2010 11:00 PM 1 6 3 0 1 1 0 0 0 0 0 0 0 0 5/3/2010 11:15 PM 0 6 1 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:30 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:45 PM 2 5 2 0 0 0 0 0 0 0 0 0 0 3 5/4/2010 12:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:15 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 12:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 12:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:00 AM 1 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 02:15 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:15 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 ---PAGE BREAK--- Spring Creek - eastbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 03:45 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 04:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:30 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:15 AM 1 2 1 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 05:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 05:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:00 AM 0 3 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:15 AM 0 4 2 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 06:30 AM 0 4 6 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:45 AM 0 5 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 07:00 AM 0 9 4 2 1 2 0 0 0 0 0 0 0 6 5/4/2010 07:15 AM 0 10 14 0 1 0 0 0 1 0 0 0 0 7 5/4/2010 07:30 AM 2 9 4 0 2 0 0 0 0 0 0 0 0 8 5/4/2010 07:45 AM 2 22 5 0 5 1 0 0 0 0 0 0 0 10 5/4/2010 08:00 AM 0 16 8 0 1 3 0 0 0 0 0 0 0 7 5/4/2010 08:15 AM 2 13 9 0 3 2 0 0 0 0 0 0 0 12 5/4/2010 08:30 AM 0 15 5 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 08:45 AM 2 10 12 0 2 0 0 0 0 0 0 0 0 4 5/4/2010 09:00 AM 1 9 8 0 2 1 0 0 0 0 0 0 0 4 5/4/2010 09:15 AM 0 16 9 0 2 1 0 0 0 0 0 0 0 1 5/4/2010 09:30 AM 1 19 7 0 6 0 0 0 0 0 0 0 0 6 5/4/2010 09:45 AM 1 17 8 0 0 1 0 0 0 0 0 0 0 7 5/4/2010 10:00 AM 0 21 7 0 3 1 0 1 0 0 0 0 0 4 5/4/2010 10:15 AM 0 19 7 0 2 2 0 0 0 0 0 0 0 0 5/4/2010 10:30 AM 0 18 9 0 3 1 0 0 0 0 0 0 0 4 5/4/2010 10:45 AM 1 20 6 0 0 2 0 1 0 0 0 0 0 6 5/4/2010 11:00 AM 0 16 10 0 4 0 0 0 0 0 0 0 0 4 5/4/2010 11:15 AM 0 12 11 1 1 3 0 0 0 0 0 0 0 7 5/4/2010 11:30 AM 4 18 8 0 4 3 0 0 0 0 0 0 0 12 ---PAGE BREAK--- Spring Creek - eastbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 11:45 AM 0 20 6 0 4 0 0 0 0 0 0 0 0 9 5/4/2010 12:00 PM 0 36 7 0 3 0 0 0 0 0 0 0 0 6 5/4/2010 12:15 PM 1 17 7 0 5 3 0 0 0 0 0 0 0 6 5/4/2010 12:30 PM 3 21 4 0 2 0 0 0 0 0 0 0 0 11 5/4/2010 12:45 PM 1 16 11 0 1 1 0 0 0 0 0 0 0 10 5/4/2010 01:00 PM 0 17 13 1 2 0 0 0 0 0 0 0 0 3 5/4/2010 01:15 PM 2 24 5 0 3 0 0 0 0 0 0 0 0 5 5/4/2010 01:30 PM 1 21 4 0 1 5 0 0 0 0 0 0 0 13 5/4/2010 01:45 PM 3 20 7 0 1 0 0 0 0 0 0 0 0 7 5/4/2010 02:00 PM 1 19 15 0 2 1 0 1 0 0 0 0 0 2 5/4/2010 02:15 PM 1 18 5 1 0 0 0 0 0 0 0 0 0 3 5/4/2010 02:30 PM 1 23 7 0 1 3 0 0 0 0 0 0 0 6 5/4/2010 02:45 PM 2 16 3 0 2 2 0 0 0 0 0 0 0 5 5/4/2010 03:00 PM 3 17 9 0 4 2 0 0 0 0 0 0 0 4 5/4/2010 03:15 PM 4 23 8 0 1 2 0 1 0 0 0 0 0 8 5/4/2010 03:30 PM 3 17 5 1 2 0 0 1 0 0 0 0 0 6 5/4/2010 03:45 PM 0 24 6 0 1 0 0 0 0 0 0 0 0 3 5/4/2010 04:00 PM 1 26 9 0 2 3 0 0 0 0 0 0 0 2 5/4/2010 04:15 PM 5 38 12 0 3 1 0 0 0 0 0 0 0 12 5/4/2010 04:30 PM 1 32 13 0 7 1 0 0 0 0 0 0 0 5 5/4/2010 04:45 PM 4 39 17 0 4 0 0 0 0 0 0 0 0 4 5/4/2010 05:00 PM 1 37 11 0 0 1 0 0 0 0 0 0 0 12 5/4/2010 05:15 PM 6 35 17 0 2 1 0 0 0 0 0 0 0 15 5/4/2010 05:30 PM 4 27 12 0 0 1 0 0 0 0 0 0 0 6 5/4/2010 05:45 PM 1 31 14 0 1 1 0 0 0 0 0 0 0 5 5/4/2010 06:00 PM 5 37 9 0 1 1 0 0 0 0 0 0 0 7 5/4/2010 06:15 PM 2 32 5 0 3 0 0 0 0 0 0 0 0 3 5/4/2010 06:30 PM 1 29 13 0 4 2 0 0 0 0 0 0 0 1 5/4/2010 06:45 PM 3 39 10 0 1 0 0 0 1 0 0 0 0 8 5/4/2010 07:00 PM 2 31 7 0 1 1 0 0 0 0 0 0 0 4 5/4/2010 07:15 PM 3 16 3 0 0 0 0 0 0 0 0 0 0 5 5/4/2010 07:30 PM 1 16 10 0 0 0 0 0 0 0 0 0 0 1 ---PAGE BREAK--- Spring Creek - eastbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 07:45 PM 1 19 7 0 2 0 0 0 0 0 0 0 0 5 5/4/2010 08:00 PM 3 19 6 0 0 0 0 0 0 0 0 0 0 5 5/4/2010 08:15 PM 2 13 2 0 1 0 0 0 1 0 0 0 0 4 5/4/2010 08:30 PM 2 12 5 0 1 0 0 0 0 0 0 0 0 7 5/4/2010 08:45 PM 1 14 6 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 09:00 PM 2 10 6 0 1 0 0 0 0 0 0 0 0 2 5/4/2010 09:15 PM 2 12 6 0 1 0 0 0 0 0 0 0 0 3 5/4/2010 09:30 PM 0 10 2 0 1 0 0 0 0 0 0 0 0 4 5/4/2010 09:45 PM 0 11 4 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 10:00 PM 3 6 3 0 0 0 0 0 0 0 0 0 0 4 5/4/2010 10:15 PM 1 6 2 0 1 0 0 0 0 0 0 0 0 3 5/4/2010 10:30 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:45 PM 1 4 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:00 PM 1 7 6 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 11:15 PM 1 2 1 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 11:30 PM 2 2 4 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 11:45 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 1 5/5/2010 12:00 AM 0 5 1 0 0 1 0 0 0 0 0 0 0 1 5/5/2010 12:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:30 AM 0 6 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:45 AM 1 1 1 0 0 0 0 0 0 0 0 0 0 1 5/5/2010 01:00 AM 1 1 0 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 01:15 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 02:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:30 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 1 ---PAGE BREAK--- Spring Creek - eastbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 03:45 AM 0 1 3 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 04:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:30 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:45 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:00 AM 2 6 1 0 1 0 0 0 0 0 0 0 0 2 5/5/2010 06:15 AM 0 4 3 0 1 0 0 0 0 0 0 0 0 1 5/5/2010 06:30 AM 0 5 4 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 06:45 AM 1 6 5 0 2 1 0 1 0 0 0 0 0 1 5/5/2010 07:00 AM 0 11 6 1 0 0 0 0 0 0 0 0 0 1 5/5/2010 07:15 AM 1 11 4 0 0 0 0 0 0 0 0 0 0 2 5/5/2010 07:30 AM 0 18 6 0 0 0 0 0 0 0 0 0 0 2 5/5/2010 07:45 AM 0 24 9 0 0 2 0 0 0 0 0 0 0 3 5/5/2010 08:00 AM 1 8 7 0 2 0 0 0 0 0 0 0 0 3 5/5/2010 08:15 AM 1 11 6 0 1 1 0 0 0 0 0 0 0 6 5/5/2010 08:30 AM 1 15 10 0 3 1 0 0 0 0 0 0 0 5 5/5/2010 08:45 AM 0 13 6 1 2 1 0 0 0 0 0 0 0 6 5/5/2010 09:00 AM 0 12 7 0 1 0 0 0 0 0 0 0 0 1 5/5/2010 09:15 AM 0 14 5 0 4 0 0 0 0 0 0 0 0 0 5/5/2010 09:30 AM 2 14 7 0 2 0 0 1 0 0 0 0 0 3 5/5/2010 09:45 AM 0 20 5 0 1 0 0 0 0 0 0 0 0 1 5/5/2010 10:00 AM 0 19 5 0 2 0 0 0 0 0 0 0 0 2 5/5/2010 10:15 AM 1 15 6 0 1 0 0 0 0 0 0 0 0 2 5/5/2010 10:30 AM 1 14 9 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 10:45 AM 3 11 15 0 0 1 0 0 0 0 0 0 0 5 5/5/2010 11:00 AM 1 7 5 0 2 0 0 0 0 0 0 0 0 4 5/5/2010 11:15 AM 0 20 6 0 6 2 0 0 0 0 0 0 0 4 5/5/2010 11:30 AM 3 14 7 0 1 0 0 1 0 0 0 0 0 4 ---PAGE BREAK--- Spring Creek - eastbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 11:45 AM 1 17 9 0 2 0 0 0 0 0 0 0 0 2 5/5/2010 12:00 PM 1 20 14 0 1 0 0 0 0 0 0 0 0 1 5/5/2010 12:15 PM 2 20 10 0 5 0 0 0 0 0 0 0 0 4 5/5/2010 12:30 PM 2 24 13 0 2 0 0 0 0 0 0 0 0 4 5/5/2010 12:45 PM 4 26 6 1 3 1 0 0 0 0 0 0 0 3 5/5/2010 01:00 PM 0 33 7 0 0 1 0 1 0 0 0 0 0 0 total 184 2505 1031 10 252 98 0 11 5 0 0 0 0 570 per day 92 1252.5 515.5 5 126 49 0 5.5 2.5 0 0 0 0 285 ---PAGE BREAK--- Spring Creek - westbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 11:45 AM 0 22 7 0 3 0 0 0 0 0 0 0 0 1 5/3/2010 12:00 PM 0 18 6 0 2 1 0 1 0 0 0 0 0 1 5/3/2010 12:15 PM 1 19 5 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 12:30 PM 1 17 12 0 5 0 0 0 0 0 0 0 0 2 5/3/2010 12:45 PM 0 26 12 0 1 0 0 0 0 0 0 0 0 2 5/3/2010 01:00 PM 0 22 5 0 1 0 0 0 0 0 0 0 0 1 5/3/2010 01:15 PM 0 17 17 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 01:30 PM 0 20 10 0 6 0 0 0 0 0 0 0 0 2 5/3/2010 01:45 PM 0 16 10 0 3 0 0 2 0 0 0 0 0 0 5/3/2010 02:00 PM 0 10 3 0 2 0 0 0 0 0 0 0 0 0 5/3/2010 02:15 PM 0 26 9 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 02:30 PM 1 17 6 1 6 0 0 0 0 0 0 0 0 0 5/3/2010 02:45 PM 0 27 14 0 3 1 0 0 0 0 0 0 0 1 5/3/2010 03:00 PM 1 25 8 1 6 0 0 0 0 0 0 0 0 3 5/3/2010 03:15 PM 0 16 11 1 6 0 0 0 0 0 0 0 0 2 5/3/2010 03:30 PM 1 28 9 0 2 0 0 0 0 0 0 0 0 3 5/3/2010 03:45 PM 0 25 4 0 3 0 0 0 0 0 0 0 0 1 5/3/2010 04:00 PM 0 25 11 0 3 0 0 0 0 0 0 0 0 3 5/3/2010 04:15 PM 0 13 4 0 3 0 0 1 1 0 0 0 0 0 5/3/2010 04:30 PM 0 22 8 0 2 0 0 0 0 0 0 0 0 2 5/3/2010 04:45 PM 0 26 8 0 2 0 0 2 0 0 0 0 0 3 5/3/2010 05:00 PM 1 28 10 0 1 0 0 0 0 0 0 0 0 2 5/3/2010 05:15 PM 1 27 14 0 2 1 0 1 0 0 0 0 0 4 5/3/2010 05:30 PM 0 23 9 0 6 0 0 0 0 0 0 0 0 1 5/3/2010 05:45 PM 1 24 7 0 4 0 0 0 0 0 0 0 0 0 5/3/2010 06:00 PM 0 23 10 0 3 0 0 0 0 0 0 0 0 0 5/3/2010 06:15 PM 1 18 9 0 4 0 0 0 0 0 0 0 0 0 5/3/2010 06:30 PM 2 19 7 0 0 0 0 0 0 0 0 0 0 2 5/3/2010 06:45 PM 0 13 8 0 2 0 0 0 0 0 0 0 0 0 5/3/2010 07:00 PM 0 17 9 0 3 0 0 0 0 0 0 0 0 0 5/3/2010 07:15 PM 0 7 5 0 2 0 0 0 0 0 0 0 0 0 5/3/2010 07:30 PM 0 13 5 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Spring Creek - westbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/3/2010 07:45 PM 2 10 2 0 3 0 0 0 0 0 0 0 0 2 5/3/2010 08:00 PM 0 12 2 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 08:15 PM 0 14 2 0 1 0 0 0 0 0 0 0 0 1 5/3/2010 08:30 PM 0 16 4 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 08:45 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 09:00 PM 0 10 3 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 09:15 PM 0 8 5 0 0 0 0 0 0 0 0 0 0 1 5/3/2010 09:30 PM 0 6 6 0 2 0 0 0 0 0 0 0 0 1 5/3/2010 09:45 PM 0 3 5 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:00 PM 0 11 3 0 1 0 0 0 0 0 0 0 0 0 5/3/2010 10:15 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 10:30 PM 0 4 4 0 0 0 0 0 0 0 0 0 0 1 5/3/2010 10:45 PM 0 4 3 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:00 PM 0 7 2 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:15 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:30 PM 0 8 0 0 0 0 0 0 0 0 0 0 0 0 5/3/2010 11:45 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 12:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Spring Creek - westbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 04:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:15 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 05:30 AM 1 4 5 0 1 0 0 0 0 0 0 0 0 0 5/4/2010 05:45 AM 0 11 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:00 AM 0 8 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:15 AM 0 9 7 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 06:30 AM 0 4 6 0 4 0 0 0 0 0 0 0 0 0 5/4/2010 06:45 AM 0 10 9 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 07:00 AM 0 14 6 0 1 0 0 0 0 0 0 0 0 2 5/4/2010 07:15 AM 0 21 11 0 3 0 0 0 0 0 0 0 0 2 5/4/2010 07:30 AM 0 28 13 3 2 0 0 0 0 0 0 0 0 0 5/4/2010 07:45 AM 0 22 10 1 10 0 0 0 0 0 0 0 0 1 5/4/2010 08:00 AM 0 42 11 1 2 0 0 0 0 1 0 0 0 1 5/4/2010 08:15 AM 1 18 9 0 4 0 0 0 0 0 0 0 0 2 5/4/2010 08:30 AM 0 16 9 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 08:45 AM 0 18 7 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 09:00 AM 1 15 9 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 09:15 AM 0 21 11 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 09:30 AM 0 21 8 1 6 0 0 0 0 0 0 0 0 1 5/4/2010 09:45 AM 1 23 7 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 10:00 AM 0 21 9 0 3 0 0 0 0 0 0 0 0 4 5/4/2010 10:15 AM 1 30 10 0 1 0 0 0 0 0 0 0 0 2 5/4/2010 10:30 AM 0 20 11 0 3 0 0 0 0 0 0 0 0 1 5/4/2010 10:45 AM 1 20 11 0 3 0 0 0 1 0 0 0 0 2 5/4/2010 11:00 AM 0 23 13 0 2 0 0 0 0 0 1 0 0 1 5/4/2010 11:15 AM 1 23 14 0 0 0 0 0 0 0 0 0 0 2 5/4/2010 11:30 AM 0 29 12 1 1 0 0 0 0 0 0 0 0 4 ---PAGE BREAK--- Spring Creek - westbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 11:45 AM 0 21 6 0 6 1 0 0 0 0 0 0 0 0 5/4/2010 12:00 PM 0 17 13 0 5 1 0 0 0 0 0 0 0 0 5/4/2010 12:15 PM 0 27 11 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 12:30 PM 0 30 10 0 4 0 0 1 0 0 0 0 0 3 5/4/2010 12:45 PM 0 30 8 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 01:00 PM 0 25 17 0 4 0 0 0 0 0 0 0 0 0 5/4/2010 01:15 PM 3 24 15 0 4 0 0 2 0 0 0 0 0 2 5/4/2010 01:30 PM 1 21 6 0 5 1 0 0 0 0 0 0 0 3 5/4/2010 01:45 PM 1 24 10 0 3 0 0 0 0 0 0 0 0 3 5/4/2010 02:00 PM 0 14 10 0 2 0 0 0 0 0 1 0 0 0 5/4/2010 02:15 PM 0 19 6 0 3 0 0 0 0 0 0 0 0 1 5/4/2010 02:30 PM 0 20 12 1 4 0 0 1 0 0 0 0 0 2 5/4/2010 02:45 PM 1 26 14 1 6 1 0 0 0 0 0 0 0 3 5/4/2010 03:00 PM 0 34 16 1 4 0 0 0 0 0 0 0 0 2 5/4/2010 03:15 PM 0 26 11 1 6 0 0 2 0 0 0 0 0 6 5/4/2010 03:30 PM 1 27 14 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 03:45 PM 0 28 14 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 04:00 PM 1 28 14 0 3 0 0 0 0 0 0 0 0 6 5/4/2010 04:15 PM 1 27 15 0 3 1 0 0 0 0 0 0 0 6 5/4/2010 04:30 PM 0 32 10 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 04:45 PM 1 29 16 0 7 2 0 0 0 0 0 0 0 2 5/4/2010 05:00 PM 0 24 24 0 1 0 0 0 0 0 0 0 0 8 5/4/2010 05:15 PM 0 47 11 0 3 1 0 0 0 0 0 0 0 2 5/4/2010 05:30 PM 1 44 16 0 2 0 0 0 0 0 0 0 0 0 5/4/2010 05:45 PM 1 34 11 0 0 0 0 0 0 0 0 0 0 6 5/4/2010 06:00 PM 0 28 5 0 1 1 0 0 0 0 0 0 0 0 5/4/2010 06:15 PM 0 30 8 0 1 0 0 0 0 0 0 0 0 2 5/4/2010 06:30 PM 0 25 17 0 3 0 0 0 0 0 0 0 0 2 5/4/2010 06:45 PM 0 19 5 0 2 0 0 0 0 0 0 0 0 2 5/4/2010 07:00 PM 0 24 13 0 0 0 0 0 0 0 0 0 0 2 5/4/2010 07:15 PM 0 10 4 0 3 0 0 0 0 0 0 0 0 0 5/4/2010 07:30 PM 0 23 8 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Spring Creek - westbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/4/2010 07:45 PM 1 8 6 0 2 0 0 0 0 0 0 0 0 1 5/4/2010 08:00 PM 0 10 6 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 08:15 PM 0 13 1 0 1 1 0 0 0 0 0 0 0 2 5/4/2010 08:30 PM 0 20 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 08:45 PM 0 12 7 0 1 0 0 0 0 0 0 0 0 1 5/4/2010 09:00 PM 0 9 6 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 09:15 PM 1 13 3 0 1 0 0 1 0 0 0 0 0 0 5/4/2010 09:30 PM 0 10 5 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 09:45 PM 0 12 4 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:00 PM 0 7 3 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:15 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:30 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 10:45 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:00 PM 0 7 4 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/4/2010 11:30 PM 0 7 0 0 0 0 0 0 0 0 0 0 0 1 5/4/2010 11:45 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:00 AM 0 7 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:15 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:30 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 12:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:00 AM 0 2 3 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:15 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 01:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 03:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Spring Creek - westbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 04:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:15 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:30 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 05:45 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:00 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:15 AM 0 10 5 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 06:30 AM 0 6 5 0 5 0 0 0 0 0 0 0 0 1 5/5/2010 06:45 AM 0 9 7 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 07:00 AM 0 9 1 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 07:15 AM 0 18 4 0 0 0 0 0 0 0 0 0 0 1 5/5/2010 07:30 AM 0 24 10 4 3 0 0 0 0 0 0 0 0 0 5/5/2010 07:45 AM 0 25 19 0 8 0 0 0 0 0 0 0 0 2 5/5/2010 08:00 AM 0 25 7 1 4 1 0 0 0 0 0 0 0 2 5/5/2010 08:15 AM 0 20 5 1 4 0 0 0 0 0 0 0 0 2 5/5/2010 08:30 AM 0 16 5 0 1 0 0 0 0 0 0 0 0 0 5/5/2010 08:45 AM 0 20 9 0 3 0 0 0 0 0 0 0 0 0 5/5/2010 09:00 AM 0 10 9 0 3 0 0 0 0 0 0 0 0 0 5/5/2010 09:15 AM 0 11 3 0 0 0 0 0 0 0 0 0 0 0 5/5/2010 09:30 AM 0 15 2 0 2 0 0 0 0 0 0 0 0 1 5/5/2010 09:45 AM 0 15 11 0 2 0 0 0 0 0 0 0 0 0 5/5/2010 10:00 AM 0 14 4 0 4 0 0 0 0 0 0 0 0 0 5/5/2010 10:15 AM 0 11 7 0 2 1 0 0 0 0 0 0 0 0 5/5/2010 10:30 AM 2 17 4 0 0 0 0 0 0 0 0 0 0 1 5/5/2010 10:45 AM 0 14 11 0 1 0 0 0 0 0 0 0 0 2 5/5/2010 11:00 AM 0 19 10 0 3 0 0 0 0 0 0 0 0 1 5/5/2010 11:15 AM 1 22 10 0 3 0 0 0 0 0 0 0 0 0 5/5/2010 11:30 AM 0 21 7 0 1 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Spring Creek - westbound File Name: q:\22\10609\count data\3_2.twf Start Date: 5/3/2010 Start Time: 11:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/5/2010 11:45 AM 1 18 8 1 2 0 0 0 0 0 0 0 0 2 5/5/2010 12:00 PM 0 22 10 0 2 0 0 0 0 0 0 0 0 0 5/5/2010 12:15 PM 0 16 6 0 2 0 0 0 0 0 0 0 0 0 5/5/2010 12:30 PM 0 23 10 0 6 0 0 0 0 0 0 0 0 0 5/5/2010 12:45 PM 1 18 6 0 4 1 0 1 0 0 0 0 0 2 5/5/2010 01:00 PM 0 18 15 0 2 0 0 0 0 0 0 0 0 2 total 38 2660 1150 21 304 15 0 14 2 1 2 0 0 159 per day 19 1330 575 10.5 152 7.5 0 7 1 0.5 1 0 0 79.5 ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix D - Traffic Study Wyoming Avenue Appendix D - Traffic Study Wyoming Avenue PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Date 5/18/10 12:00 to 5/19/10 12:00 Count Time 48 hours ADT 590 Trucks 79 % Trucks 15.0% Vehicle Classification 1.8% Passenger Cars 46.9% Four Tire, Single Unit 28.2% Buses 2.5% Two Axle, Six Tire Unit 9.6% Three Axle, Single Unit 0.3% Four or More Axle, Single Unit 0.0% Four or Less Axle, Single Traile 0.8% Five Axle, Single Trailer 0.2% Six or More Axle, Single Trailer 0.0% Seven or More Axle, Multi-Traile 0.0% Unclassified 9.8% Vehicle Direction East-bound 57.17% West-bound 42.83% SUMMARY OF TRAFFIC VOLUME DATA - WYOMING ST ---PAGE BREAK--- Wyoming - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 10:00 AM 0 2 1 1 0 1 0 0 0 0 0 0 0 1 5/18/2010 10:15 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 10:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 AM 0 2 2 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 AM 0 1 0 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 AM 0 3 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 12:00 PM 0 3 3 0 0 0 0 1 0 0 0 0 0 0 5/18/2010 12:15 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 12:30 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 12:45 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 01:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 01:15 PM 2 1 1 0 2 0 0 0 0 0 0 0 0 3 5/18/2010 01:30 PM 1 0 1 1 0 0 0 0 0 0 0 0 0 0 5/18/2010 01:45 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 02:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 02:15 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 02:30 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 02:45 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 03:00 PM 0 13 6 2 1 0 0 0 0 0 0 0 0 4 5/18/2010 03:15 PM 1 4 5 0 0 0 0 0 0 0 0 0 0 2 5/18/2010 03:30 PM 0 5 0 0 0 0 0 1 0 0 0 0 0 1 5/18/2010 03:45 PM 0 1 1 2 1 1 0 0 0 0 0 0 0 1 5/18/2010 04:00 PM 0 5 5 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 04:15 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 04:30 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 04:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 05:00 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 05:15 PM 1 4 3 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 05:30 PM 0 7 9 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 05:45 PM 0 1 2 0 1 0 0 0 0 0 0 0 0 1 ---PAGE BREAK--- Wyoming - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 06:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 06:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 06:30 PM 0 3 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 06:45 PM 0 2 1 1 1 0 0 0 0 0 0 0 0 1 5/18/2010 07:00 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:30 PM 0 2 3 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 07:45 PM 0 2 1 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:15 PM 0 5 4 0 3 0 0 0 0 0 0 0 0 2 5/18/2010 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:30 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Wyoming - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 05:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:00 AM 0 2 0 1 0 0 0 0 0 0 0 0 0 1 5/19/2010 07:15 AM 0 5 2 2 2 0 0 0 0 0 0 0 0 1 5/19/2010 07:30 AM 1 7 3 1 0 0 0 0 0 0 0 0 0 1 5/19/2010 07:45 AM 1 5 2 0 2 0 0 0 0 0 0 0 0 2 5/19/2010 08:00 AM 0 4 4 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 08:15 AM 0 2 1 0 1 0 0 1 0 0 0 0 0 1 5/19/2010 08:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:45 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 09:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Wyoming - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 10:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:15 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 10:30 AM 1 2 1 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 10:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 11:00 AM 0 6 3 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 11:15 AM 0 2 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 AM 0 3 3 0 0 0 0 0 0 0 0 0 0 4 5/19/2010 11:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:45 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 PM 1 1 1 0 2 0 0 0 0 0 0 0 0 1 5/19/2010 01:45 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 02:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 PM 1 7 4 0 0 0 0 0 0 0 0 0 0 4 5/19/2010 03:00 PM 0 6 4 3 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:15 PM 0 3 4 0 3 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 PM 0 1 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 03:45 PM 0 0 2 2 0 0 0 0 0 0 0 0 0 3 5/19/2010 04:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 1 5/19/2010 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5/19/2010 04:45 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 05:15 PM 0 4 3 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 05:30 PM 0 6 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:45 PM 0 3 1 0 0 0 0 1 0 0 0 0 0 0 ---PAGE BREAK--- Wyoming - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 06:00 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 PM 2 9 6 0 1 0 0 0 0 0 0 0 0 3 5/19/2010 06:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 5/19/2010 07:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 07:15 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 07:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 5/19/2010 07:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 08:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:45 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 09:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 3 5/19/2010 09:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 5/19/2010 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 10:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Wyoming - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 06:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 07:00 AM 1 0 1 0 0 0 0 0 0 0 0 0 0 3 5/20/2010 07:15 AM 0 4 3 2 1 0 0 0 0 0 0 0 0 1 5/20/2010 07:30 AM 1 6 3 2 1 1 0 0 0 0 0 0 0 1 5/20/2010 07:45 AM 0 8 5 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 08:00 AM 1 5 4 0 1 0 0 0 0 0 0 0 0 1 5/20/2010 08:15 AM 0 3 1 1 1 0 0 0 1 0 0 0 0 2 5/20/2010 08:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 08:45 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 09:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Wyoming - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 10:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:30 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:45 AM 0 4 3 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 11:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 11:15 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 11:30 AM 0 5 4 0 2 0 0 0 0 0 0 0 0 1 5/20/2010 11:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 12:15 PM 0 3 3 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:30 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:45 PM 1 2 0 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 01:00 PM 0 3 3 0 0 0 0 0 0 0 0 0 0 2 Total 15 311 190 21 45 2 0 6 1 0 0 0 0 83 per day 7.5 155.5 95 10.5 22.5 1 0 3 0.5 0 0 0 0 41.5 ---PAGE BREAK--- Wyoming - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 10:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 2 5/18/2010 11:30 AM 0 2 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 12:00 PM 0 3 0 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 12:15 PM 0 4 2 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 12:30 PM 0 2 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 12:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 01:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 01:15 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 01:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 01:45 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 02:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 02:15 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 02:30 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 02:45 PM 1 5 2 1 0 0 0 0 0 0 0 0 0 0 5/18/2010 03:00 PM 2 5 2 0 2 0 0 0 0 0 0 0 0 2 5/18/2010 03:15 PM 1 2 0 0 5 0 0 0 0 0 0 0 0 2 5/18/2010 03:30 PM 0 5 1 1 0 0 0 0 0 0 0 0 0 0 5/18/2010 03:45 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 04:00 PM 0 4 3 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 04:15 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 04:30 PM 0 1 3 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 04:45 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 05:00 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 05:15 PM 0 3 5 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 05:30 PM 0 3 2 0 3 0 0 1 0 0 0 0 0 0 5/18/2010 05:45 PM 0 3 2 0 1 0 0 0 0 0 0 0 0 1 ---PAGE BREAK--- Wyoming - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 06:00 PM 0 4 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 06:15 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 2 5/18/2010 06:30 PM 0 6 3 0 3 0 0 0 0 0 0 0 0 0 5/18/2010 06:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 07:00 PM 0 2 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:30 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:45 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:30 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 09:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Wyoming - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:45 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 07:00 AM 0 1 3 1 2 0 0 0 0 0 0 0 0 0 5/19/2010 07:15 AM 0 2 4 1 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:30 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:45 AM 1 3 2 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 08:00 AM 0 2 1 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 AM 0 1 0 0 2 0 0 0 0 0 0 0 0 1 5/19/2010 09:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Wyoming - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 10:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 AM 0 6 1 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 10:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 AM 0 1 3 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 AM 0 1 2 0 1 0 0 1 0 0 0 0 0 1 5/19/2010 11:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 PM 0 1 3 0 0 0 0 1 0 0 0 0 0 0 5/19/2010 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 PM 0 4 0 1 0 1 0 0 0 0 0 0 0 4 5/19/2010 03:00 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 5/19/2010 03:15 PM 0 2 2 0 6 0 0 0 0 0 0 0 0 1 5/19/2010 03:30 PM 0 0 2 1 1 0 0 0 0 0 0 0 0 1 5/19/2010 03:45 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 04:30 PM 1 1 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 04:45 PM 0 1 3 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 05:00 PM 0 3 3 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 05:15 PM 0 4 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 PM 0 4 4 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 05:45 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Wyoming - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 06:00 PM 0 5 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:15 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 07:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 07:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:45 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Wyoming - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:30 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 07:00 AM 0 2 1 1 1 0 0 0 0 0 0 0 0 0 5/20/2010 07:15 AM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 5/20/2010 07:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 07:45 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 08:00 AM 0 0 1 0 2 0 0 0 1 0 0 0 0 0 5/20/2010 08:15 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 08:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 08:45 AM 0 0 4 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:30 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Wyoming - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 10:00:00 AM Site Code: 42 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 10:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:15 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:45 AM 0 3 2 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 11:00 AM 0 6 0 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 11:15 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 11:30 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 11:45 AM 0 3 2 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 PM 0 2 2 0 1 0 0 1 0 0 0 0 0 0 5/20/2010 12:15 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:45 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 Total 6 242 142 8 68 1 0 4 1 0 0 0 0 33 per day 3 121 71 4 34 0.5 0 2 0.5 0 0 0 0 16.5 ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix D - Traffic Study Downey Street Appendix D - Traffic Study Downey Street PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Date 5/18/10 12:00 to 5/19 12:00 Count Time 48 hours ADT 728 Trucks 52 % Trucks 7.5% Vehicle Classification 0.9% Passenger Cars 58.0% Four Tire, Single Unit 29.5% Buses 1.0% Two Axle, Six Tire Unit 5.4% Three Axle, Single Unit 0.2% Four or More Axle, Single Unit 0.0% Four or Less Axle, Single Traile 0.5% Five Axle, Single Trailer 0.0% Six or More Axle, Single Trailer 0.1% Seven or More Axle, Multi-Traile 0.0% Unclassified 4.5% Vehicle Direction West-bound 49.18% East-bound 50.82% SUMMARY OF TRAFFIC VOLUME DATA - DOWNEY ST ---PAGE BREAK--- Downey - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 08:45 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 3 5/18/2010 09:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 2 5/18/2010 09:15 AM 0 7 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:30 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 AM 0 5 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 AM 1 2 1 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 10:15 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 AM 0 5 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 AM 0 3 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 12:00 PM 0 5 4 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 12:15 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 12:30 PM 0 4 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 12:45 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 01:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 01:15 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 01:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 01:45 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 02:00 PM 0 2 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 02:15 PM 1 1 0 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 02:30 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 02:45 PM 0 6 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 03:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 03:15 PM 0 6 3 1 0 0 0 0 0 0 0 0 0 0 5/18/2010 03:30 PM 0 7 1 1 0 0 0 0 0 0 0 0 0 1 5/18/2010 03:45 PM 0 7 0 2 1 0 0 0 0 0 0 0 0 1 5/18/2010 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 04:15 PM 1 1 0 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 04:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Downey - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 04:45 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 3 5/18/2010 05:00 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 05:15 PM 0 8 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 05:30 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 05:45 PM 0 3 4 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 06:00 PM 0 6 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 06:15 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 06:30 PM 0 2 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 06:45 PM 1 3 2 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 07:00 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:15 PM 0 3 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 07:30 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:45 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 08:30 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:15 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Downey - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:45 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:45 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 07:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 5/19/2010 07:15 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:30 AM 0 3 5 1 0 0 0 0 0 0 0 0 0 1 5/19/2010 07:45 AM 0 4 5 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:30 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Downey - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 08:45 AM 0 2 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:45 AM 0 4 3 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 10:00 AM 0 5 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 10:15 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 3 5/19/2010 10:30 AM 1 2 1 0 1 0 0 1 0 0 0 0 0 1 5/19/2010 10:45 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 AM 0 3 3 0 0 1 0 0 0 0 0 0 0 1 5/19/2010 11:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 AM 0 8 3 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 12:00 PM 0 6 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 PM 0 7 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 PM 1 5 1 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 12:45 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 PM 0 4 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 PM 2 4 1 0 1 0 0 0 0 0 0 0 0 2 5/19/2010 02:00 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 PM 1 3 1 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 02:45 PM 0 2 3 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 03:00 PM 0 3 4 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 03:15 PM 0 3 2 1 0 0 0 0 0 0 0 0 0 1 5/19/2010 03:30 PM 0 1 6 1 0 0 0 0 0 0 0 0 0 1 5/19/2010 03:45 PM 0 2 0 1 1 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 2 ---PAGE BREAK--- Downey - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 04:45 PM 0 6 3 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 PM 0 3 5 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 05:15 PM 0 6 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 05:45 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 06:00 PM 0 4 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 PM 0 5 4 0 3 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:45 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 07:15 PM 0 3 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:30 PM 0 5 0 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 07:45 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 PM 0 3 3 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 08:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 08:45 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 5/19/2010 09:00 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 10:15 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Downey - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 12:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:15 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:45 AM 0 4 2 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 07:00 AM 0 3 0 0 0 0 0 1 0 0 0 0 0 0 5/20/2010 07:15 AM 0 5 1 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 07:30 AM 0 2 1 1 1 0 0 0 0 0 0 0 0 0 5/20/2010 07:45 AM 1 2 2 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 08:00 AM 0 3 4 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 08:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 08:30 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Downey - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 08:45 AM 1 5 3 0 0 0 0 0 0 0 0 0 0 2 5/20/2010 09:00 AM 0 1 2 0 0 1 0 0 0 0 0 0 0 0 5/20/2010 09:15 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:30 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 09:45 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 10:15 AM 0 2 3 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 10:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:45 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 11:00 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 1 5/20/2010 11:15 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 11:30 AM 1 5 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 11:45 AM 0 4 1 0 1 0 0 0 0 0 0 0 0 1 5/20/2010 12:00 PM 0 5 3 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:15 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:30 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:45 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 01:00 PM 0 2 4 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 01:15 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:30 PM 1 7 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:45 PM 0 7 2 0 0 0 0 0 0 0 0 0 0 2 Total 11 398 210 9 37 2 0 2 0 0 0 0 0 47 per day 5.5 199 105 4.5 18.5 1 0 1 0 0 0 0 0 23.5 ---PAGE BREAK--- Downey - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 08:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 5/18/2010 09:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:15 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:30 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 AM 1 2 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 AM 0 1 2 0 2 0 0 0 0 0 0 0 0 2 5/18/2010 10:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 AM 0 4 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 12:00 PM 0 6 1 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 12:15 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 12:30 PM 0 4 2 0 0 1 0 0 0 0 0 0 0 0 5/18/2010 12:45 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 01:00 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 01:15 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 01:30 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 01:45 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 02:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 02:15 PM 0 4 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 02:30 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 02:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 03:00 PM 0 6 2 1 0 0 0 0 0 0 0 0 0 0 5/18/2010 03:15 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 03:30 PM 0 5 0 1 0 0 0 0 0 0 0 0 0 0 5/18/2010 03:45 PM 0 5 4 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 04:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 04:15 PM 0 5 4 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 04:30 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Downey - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 04:45 PM 0 5 4 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 05:00 PM 0 6 5 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 05:15 PM 1 7 0 0 2 0 0 0 0 0 0 0 0 1 5/18/2010 05:30 PM 0 7 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 05:45 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 06:00 PM 0 6 3 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 06:15 PM 0 6 4 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 06:30 PM 0 3 1 0 0 0 0 1 0 0 0 0 0 0 5/18/2010 06:45 PM 0 5 4 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 07:00 PM 0 7 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:15 PM 0 4 2 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 07:30 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:45 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 08:00 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:30 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:15 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Downey - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 06:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:00 AM 0 1 0 1 1 0 0 0 0 0 0 0 0 0 5/19/2010 07:15 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:30 AM 0 2 6 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:45 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 AM 0 1 2 0 0 0 0 1 0 0 0 0 0 0 5/19/2010 08:30 AM 0 1 0 0 0 0 0 1 0 0 0 0 0 0 ---PAGE BREAK--- Downey - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 08:45 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:45 AM 0 3 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:00 AM 0 2 2 0 2 0 0 0 0 0 0 0 0 1 5/19/2010 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5/19/2010 10:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 5/19/2010 10:45 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 AM 1 1 3 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 AM 0 6 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 AM 0 6 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 PM 0 5 6 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:45 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 PM 0 3 3 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 01:30 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 PM 0 6 0 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 02:00 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 PM 0 4 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 PM 0 3 4 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 PM 0 2 2 0 0 0 0 1 0 0 0 0 0 0 5/19/2010 03:00 PM 0 3 1 1 1 0 0 0 0 0 0 0 0 0 5/19/2010 03:15 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 PM 0 7 1 1 1 0 0 0 0 0 0 0 0 0 5/19/2010 03:45 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 PM 0 6 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 PM 0 8 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 PM 0 9 4 0 1 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Downey - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 04:45 PM 0 3 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 PM 0 5 5 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:15 PM 0 6 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 PM 0 6 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 05:45 PM 0 9 1 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 06:00 PM 0 4 3 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 06:15 PM 0 3 3 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 PM 0 5 0 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 06:45 PM 0 7 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:45 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:00 PM 0 8 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 PM 0 4 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:30 PM 0 2 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 08:45 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:45 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Downey - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 12:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 2 5/20/2010 06:45 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 07:00 AM 0 2 1 1 0 0 0 0 0 0 0 0 0 0 5/20/2010 07:15 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 07:30 AM 0 6 2 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 07:45 AM 0 2 7 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 08:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 08:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 08:30 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Downey - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 8:45:00 AM Site Code: 14 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 08:45 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:15 AM 0 4 0 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 09:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:45 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 10:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:45 AM 0 2 3 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 11:00 AM 0 2 4 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 11:15 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 11:30 AM 0 8 3 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 11:45 AM 0 5 3 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 12:15 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 12:30 PM 0 4 2 0 1 0 0 0 0 0 0 0 0 1 5/20/2010 12:45 PM 0 7 0 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 01:00 PM 0 3 2 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 01:15 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 01:30 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:45 PM 1 3 2 0 1 0 0 0 0 0 0 0 0 1 Total 2 446 220 6 42 1 0 5 0 0 0 0 0 18 per day 1 223 110 3 21 0.5 0 2.5 0 0 0 0 0 9 ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix D - Traffic Study Ivinson Avenue Appendix D - Traffic Study Ivinson Avenue PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Date 5/18/10 12:00 to 5/19/10 12:00 Count Time 48 hours ADT 2262 Trucks 123 % Trucks 5.6% Vehicle Classification 0.9% Passenger Cars 67.3% Four Tire, Single Unit 24.1% Buses 0.2% Two Axle, Six Tire Unit 4.7% Three Axle, Single Unit 0.2% Four or More Axle, Single Unit 0.0% Four or Less Axle, Single Traile 0.3% Five Axle, Single Trailer 0.0% Six or More Axle, Single Trailer 0.0% Seven or More Axle, Multi-Traile 0.0% Unclassified 2.3% Vehicle Direction East-bound 54.59% West-bound 45.41% SUMMARY OF TRAFFIC VOLUME DATA - IVINSON AVE ---PAGE BREAK--- Ivinson - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 09:45 AM 0 12 7 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 AM 0 12 4 1 3 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 AM 1 15 4 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 AM 1 12 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 AM 0 11 6 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 AM 0 20 3 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 AM 1 15 7 0 2 0 0 0 0 0 0 0 0 1 5/18/2010 11:30 AM 0 16 7 1 1 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 AM 0 15 7 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 12:00 PM 0 25 12 0 3 0 0 1 0 0 0 0 0 0 5/18/2010 12:15 PM 1 24 10 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 12:30 PM 0 21 4 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 12:45 PM 1 21 7 0 1 2 0 0 0 0 0 0 0 2 5/18/2010 01:00 PM 0 21 11 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 01:15 PM 0 21 9 0 4 0 0 0 0 0 0 0 0 1 5/18/2010 01:30 PM 1 16 9 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 01:45 PM 0 18 4 0 0 0 0 0 0 0 0 0 0 2 5/18/2010 02:00 PM 0 14 5 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 02:15 PM 0 14 6 0 1 0 0 0 0 0 0 0 0 2 5/18/2010 02:30 PM 0 17 5 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 02:45 PM 1 22 4 0 2 0 0 1 0 0 0 0 0 0 5/18/2010 03:00 PM 0 19 6 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 03:15 PM 0 21 10 0 3 0 0 0 0 0 0 0 0 0 5/18/2010 03:30 PM 0 12 6 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 03:45 PM 0 19 6 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 04:00 PM 0 22 4 0 2 0 0 0 0 0 0 0 0 2 5/18/2010 04:15 PM 0 15 6 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 04:30 PM 2 15 7 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 04:45 PM 0 23 11 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 05:00 PM 1 23 10 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 05:15 PM 0 20 4 1 1 0 0 0 0 0 0 0 0 3 5/18/2010 05:30 PM 1 14 5 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Ivinson - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 05:45 PM 0 11 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 06:00 PM 0 12 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 06:15 PM 0 16 3 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 06:30 PM 0 8 2 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 06:45 PM 0 10 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:00 PM 0 11 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:15 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:45 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:00 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:15 PM 0 10 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:30 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:45 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 09:00 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:15 PM 0 5 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 09:30 PM 0 4 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:45 AM 0 1 0 0 0 0 0 1 0 0 0 0 0 0 5/19/2010 01:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Ivinson - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 05:45 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:00 AM 0 1 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 06:45 AM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:00 AM 0 11 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:15 AM 0 12 5 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:30 AM 0 24 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:45 AM 0 11 3 0 0 0 0 1 0 0 0 0 0 0 5/19/2010 08:00 AM 0 15 5 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 AM 0 8 8 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:30 AM 0 7 4 0 1 1 0 0 0 0 0 0 0 0 5/19/2010 08:45 AM 0 8 6 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 AM 0 12 7 0 4 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 AM 0 9 5 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 AM 0 9 7 0 1 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Ivinson - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 09:45 AM 0 3 9 0 1 0 0 1 0 0 0 0 0 0 5/19/2010 10:00 AM 0 15 5 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:15 AM 0 13 4 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 AM 0 9 6 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 10:45 AM 1 11 4 0 0 0 0 0 1 0 0 0 0 0 5/19/2010 11:00 AM 0 13 11 0 3 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 AM 0 15 4 0 2 0 0 0 0 0 0 0 0 5 5/19/2010 11:30 AM 0 18 3 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 11:45 AM 0 19 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 PM 0 13 6 0 3 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 PM 0 25 8 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 PM 0 18 5 0 1 1 0 0 0 0 0 0 0 1 5/19/2010 12:45 PM 0 28 7 0 1 1 0 0 0 0 0 0 0 0 5/19/2010 01:00 PM 0 29 6 0 3 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 PM 0 18 10 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 PM 0 18 6 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 PM 0 13 1 0 1 0 0 1 0 0 0 0 0 0 5/19/2010 02:00 PM 0 20 5 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 PM 0 14 5 0 1 0 0 0 0 0 0 0 0 2 5/19/2010 02:30 PM 0 16 8 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 PM 0 22 10 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 03:00 PM 1 16 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:15 PM 0 13 7 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 03:30 PM 1 12 5 0 1 0 0 1 0 0 0 0 0 1 5/19/2010 03:45 PM 0 16 5 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 PM 0 19 3 0 3 0 0 0 0 0 0 0 0 3 5/19/2010 04:15 PM 2 18 9 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 PM 2 19 9 0 1 0 0 0 0 0 0 0 0 3 5/19/2010 04:45 PM 0 16 7 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 PM 0 27 9 0 0 0 0 1 0 0 0 0 0 3 5/19/2010 05:15 PM 0 28 7 0 1 0 0 1 0 0 0 0 0 0 5/19/2010 05:30 PM 0 10 4 0 2 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Ivinson - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 05:45 PM 0 14 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:00 PM 0 12 2 0 4 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 PM 0 12 4 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 PM 0 11 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:45 PM 0 8 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:00 PM 0 6 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:15 PM 0 10 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:30 PM 0 8 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:45 PM 0 8 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:00 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 PM 0 6 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:30 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:45 PM 0 7 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:45 PM 0 4 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 10:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:15 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 12:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Ivinson - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 01:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:45 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5/20/2010 04:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:00 AM 0 2 3 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 06:30 AM 0 5 3 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:45 AM 0 8 2 0 1 0 0 0 0 0 0 0 0 1 5/20/2010 07:00 AM 0 8 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 07:15 AM 0 16 3 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 07:30 AM 0 22 2 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 07:45 AM 0 8 5 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 08:00 AM 0 11 3 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 08:15 AM 0 10 7 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 08:30 AM 0 10 4 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 08:45 AM 0 16 6 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:00 AM 0 10 5 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:15 AM 0 10 6 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:30 AM 0 9 8 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Ivinson - eastbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 09:45 AM 0 12 4 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 10:00 AM 0 7 4 0 1 0 0 0 0 0 0 0 0 1 5/20/2010 10:15 AM 0 6 3 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 10:30 AM 1 12 3 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 10:45 AM 0 5 4 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 11:00 AM 0 13 7 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 11:15 AM 0 17 6 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 11:30 AM 0 19 12 1 2 0 0 0 0 0 0 0 0 1 5/20/2010 11:45 AM 0 16 15 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 PM 1 19 4 0 2 0 0 0 0 0 0 0 0 1 5/20/2010 12:15 PM 1 21 10 0 5 0 0 0 0 0 0 0 0 1 5/20/2010 12:30 PM 2 20 8 0 2 0 0 0 0 0 0 0 0 3 5/20/2010 12:45 PM 0 31 6 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 01:00 PM 0 24 10 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 01:15 PM 0 31 8 0 1 0 0 0 0 0 0 0 0 1 Totals 17 1682 604 2 98 5 0 9 1 0 0 0 0 51 per day 8.5 841 302 1 49 2.5 0 4.5 0.5 0 0 0 0 25.5 ---PAGE BREAK--- Ivinson - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 09:45 AM 0 11 3 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 AM 0 10 4 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 AM 0 5 2 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 AM 0 11 6 0 3 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 AM 0 12 3 0 7 0 0 0 0 0 0 0 0 1 5/18/2010 11:00 AM 0 7 5 1 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 AM 0 12 4 0 0 1 0 0 0 0 0 0 0 0 5/18/2010 11:30 AM 1 17 3 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 AM 0 16 8 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 12:00 PM 1 16 10 0 2 0 0 0 0 0 0 0 0 1 5/18/2010 12:15 PM 0 20 4 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 12:30 PM 1 22 6 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 12:45 PM 2 14 7 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 01:00 PM 0 17 5 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 01:15 PM 0 11 2 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 01:30 PM 1 8 5 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 01:45 PM 1 13 2 0 4 0 0 0 0 0 0 0 0 1 5/18/2010 02:00 PM 1 15 3 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 02:15 PM 0 14 8 0 3 0 0 0 0 0 0 0 0 1 5/18/2010 02:30 PM 0 10 2 0 0 0 0 0 0 0 0 0 0 2 5/18/2010 02:45 PM 0 11 4 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 03:00 PM 0 12 4 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 03:15 PM 0 19 3 0 1 0 0 1 0 0 0 0 0 0 5/18/2010 03:30 PM 0 7 2 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 03:45 PM 0 15 5 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 04:00 PM 0 10 6 0 3 0 0 0 0 0 0 0 0 3 5/18/2010 04:15 PM 0 7 4 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 04:30 PM 2 29 5 0 3 1 0 0 0 0 0 0 0 1 5/18/2010 04:45 PM 1 30 6 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 05:00 PM 0 19 2 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 05:15 PM 0 21 3 0 0 0 0 0 0 0 0 0 0 2 5/18/2010 05:30 PM 1 9 1 0 1 0 0 0 0 0 0 0 0 1 ---PAGE BREAK--- Ivinson - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 05:45 PM 0 12 8 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 06:00 PM 0 14 4 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 06:15 PM 0 4 1 0 4 0 0 0 0 0 0 0 0 0 5/18/2010 06:30 PM 0 10 2 0 1 0 0 1 0 0 0 0 0 0 5/18/2010 06:45 PM 0 13 3 0 2 0 0 0 0 0 0 0 0 1 5/18/2010 07:00 PM 0 8 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 07:15 PM 0 6 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:30 PM 0 7 0 0 0 0 0 0 0 0 0 0 0 2 5/18/2010 07:45 PM 0 4 2 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 08:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:15 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:30 PM 0 8 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:45 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:00 PM 0 5 0 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 09:15 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:30 PM 0 2 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 PM 0 2 4 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Ivinson - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 01:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:45 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:00 AM 0 3 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:15 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:30 AM 0 9 4 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 07:45 AM 0 8 5 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:00 AM 0 11 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 AM 0 8 11 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:30 AM 0 12 6 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:45 AM 0 11 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 AM 0 4 3 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 09:15 AM 0 6 1 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 AM 0 7 6 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Ivinson - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 09:45 AM 1 4 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:00 AM 0 14 4 0 0 0 0 1 0 0 0 0 0 1 5/19/2010 10:15 AM 0 9 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 AM 0 6 5 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:45 AM 0 10 5 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 AM 0 15 5 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 11:15 AM 0 12 3 0 1 0 0 0 0 0 0 0 0 4 5/19/2010 11:30 AM 0 12 2 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 11:45 AM 0 22 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 PM 0 21 8 0 3 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 PM 0 10 9 0 5 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 PM 1 17 8 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 12:45 PM 1 10 5 0 2 0 0 0 0 0 0 0 0 1 5/19/2010 01:00 PM 0 15 4 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 PM 0 13 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 PM 0 13 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 PM 0 14 6 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 02:00 PM 0 13 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 PM 0 18 8 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 PM 0 16 6 1 2 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 PM 2 11 2 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 03:00 PM 2 25 7 0 1 0 0 0 0 0 0 0 0 3 5/19/2010 03:15 PM 0 17 6 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 PM 0 17 7 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 03:45 PM 0 17 12 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 PM 0 27 13 0 4 0 0 1 0 0 0 0 0 0 5/19/2010 04:15 PM 0 19 10 0 4 1 0 2 0 0 0 0 0 2 5/19/2010 04:30 PM 1 33 8 0 1 1 0 0 0 0 0 0 0 0 5/19/2010 04:45 PM 0 21 10 0 2 0 0 0 0 0 0 0 0 1 5/19/2010 05:00 PM 0 20 6 0 0 1 0 0 0 0 0 0 0 1 5/19/2010 05:15 PM 0 20 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 PM 0 9 1 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Ivinson - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 05:45 PM 0 9 4 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:00 PM 1 14 2 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 06:15 PM 0 6 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 PM 0 3 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:45 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:00 PM 0 7 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 07:15 PM 0 8 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:30 PM 0 6 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:00 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 PM 0 8 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 08:30 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 08:45 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:45 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:15 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 PM 1 2 0 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 10:45 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Ivinson - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:45 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:30 AM 0 4 0 1 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:45 AM 0 3 2 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 07:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 07:15 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 07:30 AM 0 8 0 0 2 0 0 0 0 0 0 0 0 1 5/20/2010 07:45 AM 0 12 2 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 08:00 AM 1 12 4 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 08:15 AM 0 7 5 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 08:30 AM 0 4 0 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 08:45 AM 0 9 6 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:00 AM 0 8 3 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:15 AM 0 4 6 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:30 AM 0 3 2 0 2 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- Ivinson - westbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:45:00 AM Site Code: 32 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 09:45 AM 0 8 3 0 3 0 0 0 0 0 0 0 0 0 5/20/2010 10:00 AM 0 8 3 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 10:15 AM 0 1 4 0 4 0 0 0 0 0 0 0 0 0 5/20/2010 10:30 AM 0 12 6 1 0 0 0 0 0 0 0 0 0 2 5/20/2010 10:45 AM 0 8 8 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 11:00 AM 0 6 5 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 11:15 AM 0 8 2 1 2 0 0 0 0 0 0 0 0 1 5/20/2010 11:30 AM 0 21 3 0 1 0 0 0 0 0 0 0 0 2 5/20/2010 11:45 AM 0 18 12 0 3 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 PM 1 14 6 1 3 0 0 0 0 0 0 0 0 1 5/20/2010 12:15 PM 1 24 8 0 1 1 0 1 0 0 0 0 0 0 5/20/2010 12:30 PM 1 17 5 0 2 1 0 0 0 0 0 0 0 1 5/20/2010 12:45 PM 0 14 2 0 4 0 0 1 0 0 0 0 0 0 5/20/2010 01:00 PM 0 16 7 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 01:15 PM 0 22 5 0 2 0 0 0 0 0 0 0 0 0 Totals 23 1362 488 5 115 4 0 6 0 0 0 0 0 51 per day 11.5 681 244 2.5 57.5 2 0 3 0 0 0 0 0 25.5 ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix D - Traffic Study 26th Street Appendix D - Traffic Study 26th Street PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Date 5/18/10 12:00 to 5/19/10 12:00 Count Time 48 hours ADT 3951 Trucks 360 % Trucks 9.1% Vehicle Classification 1.1% Passenger Cars 63.2% Four Tire, Single Unit 24.6% Buses 0.4% Two Axle, Six Tire Unit 7.8% Three Axle, Single Unit 0.4% Four or More Axle, Single Unit 0.0% Four or Less Axle, Single Traile 0.4% Five Axle, Single Trailer 0.0% Six or More Axle, Single Trailer 0.0% Seven or More Axle, Multi-Traile 0.0% Unclassified 2.5% Vehicle Direction North-bound 53.33% South-bound 46.67% SUMMARY OF TRAFFIC VOLUME DATA - 26TH ST ---PAGE BREAK--- 26th - northbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 09:15 AM 0 20 6 0 3 0 1 0 0 0 0 0 0 10 5/18/2010 09:30 AM 0 16 9 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 AM 0 16 6 0 5 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 AM 1 21 4 1 1 0 0 1 0 0 0 0 0 0 5/18/2010 10:15 AM 0 16 7 0 0 0 0 2 0 0 0 0 0 2 5/18/2010 10:30 AM 0 14 8 0 0 0 0 0 0 0 0 0 0 2 5/18/2010 10:45 AM 1 13 2 2 1 2 0 0 0 0 0 0 0 0 5/18/2010 11:00 AM 0 22 5 0 5 0 0 1 0 0 0 0 0 2 5/18/2010 11:15 AM 0 22 7 0 1 0 0 0 0 0 0 0 0 2 5/18/2010 11:30 AM 0 16 4 1 4 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 AM 0 19 7 0 4 0 0 0 0 0 0 0 0 0 5/18/2010 12:00 PM 0 27 8 0 0 0 0 2 0 0 0 0 0 1 5/18/2010 12:15 PM 1 21 11 0 3 0 0 0 0 0 0 0 0 1 5/18/2010 12:30 PM 1 32 7 0 3 0 0 0 0 0 0 0 0 1 5/18/2010 12:45 PM 0 29 14 0 5 0 0 0 0 0 0 0 0 0 5/18/2010 01:00 PM 0 31 5 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 01:15 PM 0 25 12 0 5 0 0 0 0 0 0 0 0 3 5/18/2010 01:30 PM 1 12 7 0 3 0 0 0 0 0 0 0 0 1 5/18/2010 01:45 PM 0 23 10 0 5 1 0 0 0 0 0 0 0 0 5/18/2010 02:00 PM 0 16 11 0 3 0 0 0 0 0 0 0 0 0 5/18/2010 02:15 PM 0 21 5 1 4 0 0 0 0 0 0 0 0 2 5/18/2010 02:30 PM 0 18 7 0 3 1 0 0 0 0 0 0 0 1 5/18/2010 02:45 PM 0 17 9 1 4 0 0 0 0 0 0 0 0 0 5/18/2010 03:00 PM 0 21 13 2 4 1 0 0 0 0 0 0 0 2 5/18/2010 03:15 PM 0 19 12 0 7 1 0 0 0 0 0 0 0 3 5/18/2010 03:30 PM 0 21 8 1 4 0 0 0 0 0 0 0 0 0 5/18/2010 03:45 PM 1 23 16 0 1 0 0 1 0 0 0 0 0 1 5/18/2010 04:00 PM 0 28 7 0 5 1 0 0 0 0 0 0 0 0 5/18/2010 04:15 PM 0 26 6 0 2 0 0 0 0 0 0 0 0 1 5/18/2010 04:30 PM 0 22 9 0 5 0 0 0 0 0 0 0 0 0 5/18/2010 04:45 PM 1 26 13 0 3 0 0 0 0 0 0 0 0 2 5/18/2010 05:00 PM 1 35 15 0 4 1 0 0 0 0 0 0 0 6 ---PAGE BREAK--- 26th - northbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 05:15 PM 1 38 10 0 5 0 0 0 0 0 0 0 0 2 5/18/2010 05:30 PM 3 40 9 0 5 0 0 0 0 0 0 0 0 4 5/18/2010 05:45 PM 0 19 15 0 3 0 0 0 0 0 0 0 0 1 5/18/2010 06:00 PM 0 33 8 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 06:15 PM 0 24 6 0 4 0 0 0 0 0 0 0 0 1 5/18/2010 06:30 PM 0 24 7 0 4 0 0 0 0 0 0 0 0 0 5/18/2010 06:45 PM 0 17 5 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 07:00 PM 0 10 8 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:15 PM 0 15 5 0 2 0 0 0 0 0 0 0 0 1 5/18/2010 07:30 PM 1 21 5 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 07:45 PM 0 7 2 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 08:00 PM 0 10 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 08:15 PM 0 8 5 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 08:30 PM 0 7 0 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 08:45 PM 0 8 4 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 09:00 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:15 PM 0 9 4 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 09:30 PM 0 2 5 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 PM 0 6 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 26th - northbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 01:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:45 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 04:45 AM 0 3 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:15 AM 0 4 3 0 0 1 0 0 0 0 0 0 0 1 5/19/2010 05:30 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:45 AM 0 10 4 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:00 AM 0 10 0 0 4 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 AM 1 11 2 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 06:30 AM 0 15 3 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 06:45 AM 0 24 9 0 3 0 0 0 0 0 0 0 0 2 5/19/2010 07:00 AM 0 13 7 0 5 0 0 0 0 0 0 0 0 0 5/19/2010 07:15 AM 0 25 5 1 2 0 0 1 1 0 0 0 0 3 5/19/2010 07:30 AM 0 25 9 1 3 0 0 0 0 0 0 0 0 0 5/19/2010 07:45 AM 3 35 11 0 1 0 0 1 0 0 0 0 0 2 5/19/2010 08:00 AM 1 34 18 0 4 1 0 0 0 0 0 0 0 0 5/19/2010 08:15 AM 2 23 9 0 2 0 0 1 0 0 0 0 0 1 5/19/2010 08:30 AM 0 22 3 0 4 0 1 0 0 0 0 0 0 0 5/19/2010 08:45 AM 0 26 8 0 2 0 0 0 0 0 0 0 0 1 5/19/2010 09:00 AM 1 16 9 0 3 1 0 0 0 0 0 0 0 1 ---PAGE BREAK--- 26th - northbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 09:15 AM 0 15 8 0 4 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 AM 0 16 11 0 4 0 0 0 0 0 0 0 0 0 5/19/2010 09:45 AM 0 26 10 0 2 0 0 1 0 0 0 0 0 1 5/19/2010 10:00 AM 1 16 15 1 1 0 0 1 0 0 0 0 0 1 5/19/2010 10:15 AM 0 22 7 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 AM 0 24 4 0 5 0 0 0 0 0 0 0 0 0 5/19/2010 10:45 AM 0 22 8 1 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 AM 0 14 8 0 6 0 0 0 0 0 0 0 0 4 5/19/2010 11:15 AM 1 15 7 0 3 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 AM 0 21 9 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 AM 0 24 5 0 2 1 0 0 0 0 0 0 0 1 5/19/2010 12:00 PM 0 23 10 0 2 1 0 0 0 0 0 0 0 1 5/19/2010 12:15 PM 0 16 2 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 PM 0 18 9 0 3 0 0 0 0 0 0 0 0 1 5/19/2010 12:45 PM 0 26 8 0 5 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 PM 0 24 11 0 3 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 PM 0 28 15 0 5 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 PM 0 24 7 0 1 0 0 1 0 0 0 0 0 0 5/19/2010 01:45 PM 1 17 8 0 1 0 0 0 0 0 0 0 0 2 5/19/2010 02:00 PM 0 12 8 0 0 0 0 1 0 0 0 0 0 0 5/19/2010 02:15 PM 1 24 12 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 PM 0 22 6 0 5 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 PM 0 20 2 0 2 1 0 0 0 0 0 0 0 3 5/19/2010 03:00 PM 0 23 12 1 3 0 0 0 0 0 0 0 0 1 5/19/2010 03:15 PM 0 17 15 0 8 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 PM 0 22 8 1 6 1 0 1 0 0 0 0 0 1 5/19/2010 03:45 PM 0 28 9 0 3 0 0 0 0 0 0 0 0 1 5/19/2010 04:00 PM 0 14 5 0 6 1 0 0 0 0 0 0 0 1 5/19/2010 04:15 PM 0 22 9 0 4 0 0 0 0 0 0 0 0 2 5/19/2010 04:30 PM 0 26 4 0 4 0 0 0 0 0 0 0 0 0 5/19/2010 04:45 PM 0 29 18 0 7 0 0 0 0 0 0 0 0 1 5/19/2010 05:00 PM 3 32 11 0 3 0 0 0 0 0 0 0 0 4 ---PAGE BREAK--- 26th - northbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 05:15 PM 0 28 12 0 9 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 PM 0 41 7 0 6 0 0 0 0 0 0 0 0 1 5/19/2010 05:45 PM 1 38 11 0 3 1 0 0 0 0 0 0 0 0 5/19/2010 06:00 PM 1 25 10 0 4 0 0 1 0 0 0 0 0 1 5/19/2010 06:15 PM 0 35 10 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 PM 0 29 12 0 3 0 0 0 0 0 0 0 0 2 5/19/2010 06:45 PM 2 28 4 0 6 0 0 0 0 0 0 0 0 1 5/19/2010 07:00 PM 0 25 4 0 4 0 0 0 0 0 0 0 0 0 5/19/2010 07:15 PM 0 20 13 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 07:30 PM 0 15 6 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 07:45 PM 0 3 5 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 08:00 PM 0 16 1 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 PM 0 11 5 0 2 0 0 0 0 0 0 0 0 1 5/19/2010 08:30 PM 0 17 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 08:45 PM 0 6 1 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 PM 0 5 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 PM 0 4 5 0 3 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 09:45 PM 1 4 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:00 PM 0 3 2 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 10:15 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:45 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 26th - northbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:45 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 03:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:15 AM 0 1 0 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:45 AM 0 3 0 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 05:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:15 AM 0 5 3 0 0 0 0 0 0 0 0 0 0 2 5/20/2010 05:30 AM 0 3 2 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 05:45 AM 0 10 3 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:00 AM 1 4 6 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 06:15 AM 1 12 5 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:30 AM 1 13 5 0 3 0 0 1 0 0 0 0 0 0 5/20/2010 06:45 AM 0 11 2 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 07:00 AM 0 10 7 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 07:15 AM 0 20 9 1 3 0 0 0 0 0 0 0 0 0 5/20/2010 07:30 AM 2 22 8 1 1 0 0 0 0 0 0 0 0 2 5/20/2010 07:45 AM 1 33 10 1 6 1 0 0 0 0 0 0 0 1 5/20/2010 08:00 AM 0 23 7 0 4 1 1 0 0 0 0 0 0 0 5/20/2010 08:15 AM 0 13 9 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 08:30 AM 0 25 9 1 2 0 0 0 0 0 0 0 0 0 5/20/2010 08:45 AM 0 26 10 0 3 0 0 0 0 0 0 0 0 0 5/20/2010 09:00 AM 2 22 6 0 1 0 0 0 0 0 0 0 0 4 ---PAGE BREAK--- 26th - northbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 09:15 AM 0 19 2 0 3 1 0 0 0 0 0 0 0 1 5/20/2010 09:30 AM 1 18 10 0 3 0 0 0 0 0 0 0 0 2 5/20/2010 09:45 AM 0 19 11 0 3 0 0 1 0 0 0 0 0 2 5/20/2010 10:00 AM 1 18 10 0 3 0 0 0 0 0 0 0 0 0 5/20/2010 10:15 AM 0 14 5 0 3 0 0 0 0 0 0 0 0 0 5/20/2010 10:30 AM 0 16 6 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 10:45 AM 1 19 3 1 2 0 0 0 0 0 0 0 0 0 5/20/2010 11:00 AM 0 11 5 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 11:15 AM 0 17 12 0 5 0 0 0 0 0 0 0 0 1 5/20/2010 11:30 AM 0 24 9 0 3 0 0 1 0 0 0 0 0 0 5/20/2010 11:45 AM 0 20 9 0 5 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 PM 0 26 11 1 5 0 0 0 0 0 0 0 0 0 5/20/2010 12:15 PM 0 16 12 1 3 0 0 0 0 0 0 0 0 2 5/20/2010 12:30 PM 0 22 9 0 5 0 0 0 0 0 0 0 0 0 5/20/2010 12:45 PM 2 30 8 1 2 0 0 0 0 0 0 0 0 3 5/20/2010 01:00 PM 0 26 13 0 9 0 0 0 0 0 0 0 0 2 5/20/2010 01:15 PM 1 26 15 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 01:30 PM 1 12 12 0 3 0 0 0 0 0 0 0 0 1 Total 42 2656 1012 17 373 18 2 15 1 0 0 0 0 99 per day 21 1328 506 8.5 186.5 9 1 7.5 0.5 0 0 0 0 49.5 ---PAGE BREAK--- 26th - southbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 09:15 AM 0 11 8 0 0 0 0 0 0 0 0 0 0 3 5/18/2010 09:30 AM 0 14 5 0 3 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 AM 0 13 4 1 0 0 0 1 0 0 0 0 0 0 5/18/2010 10:00 AM 1 9 8 0 3 1 0 1 0 0 0 0 0 1 5/18/2010 10:15 AM 0 12 4 0 1 0 0 1 0 0 0 0 0 1 5/18/2010 10:30 AM 0 16 4 1 2 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 AM 1 13 5 0 1 0 0 0 0 0 0 0 0 2 5/18/2010 11:00 AM 0 16 3 0 1 0 0 0 0 0 0 0 0 2 5/18/2010 11:15 AM 0 12 7 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 AM 0 21 13 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 AM 0 17 8 0 0 0 0 1 0 0 0 0 0 0 5/18/2010 12:00 PM 1 25 12 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 12:15 PM 0 18 8 0 1 0 0 0 0 0 0 0 0 2 5/18/2010 12:30 PM 0 23 12 0 2 1 0 0 0 0 0 0 0 2 5/18/2010 12:45 PM 0 27 7 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 01:00 PM 0 14 8 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 01:15 PM 0 19 6 0 2 0 0 1 0 0 0 0 0 0 5/18/2010 01:30 PM 0 19 6 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 01:45 PM 0 10 10 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 02:00 PM 1 10 7 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 02:15 PM 0 28 9 0 2 0 1 0 0 0 0 0 0 1 5/18/2010 02:30 PM 0 20 7 1 3 1 0 0 0 0 0 0 0 1 5/18/2010 02:45 PM 0 19 8 0 5 0 0 0 0 0 0 0 0 0 5/18/2010 03:00 PM 2 18 9 0 1 0 0 0 0 0 0 0 0 2 5/18/2010 03:15 PM 1 25 5 0 0 0 0 0 0 0 0 0 0 2 5/18/2010 03:30 PM 1 28 16 2 0 0 0 0 0 0 0 0 0 1 5/18/2010 03:45 PM 0 17 9 1 4 0 0 0 0 0 0 0 0 1 5/18/2010 04:00 PM 1 30 7 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 04:15 PM 1 34 10 0 2 0 0 0 0 0 0 0 0 2 5/18/2010 04:30 PM 0 33 10 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 04:45 PM 0 36 13 0 6 0 0 0 0 0 0 0 0 0 5/18/2010 05:00 PM 1 48 17 0 3 1 0 2 0 0 0 0 0 2 ---PAGE BREAK--- 26th - southbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/18/2010 05:15 PM 1 40 13 0 1 0 0 0 0 0 0 0 0 3 5/18/2010 05:30 PM 3 32 7 0 3 1 0 0 0 0 0 0 0 3 5/18/2010 05:45 PM 0 30 14 0 2 0 0 0 0 0 0 0 0 2 5/18/2010 06:00 PM 0 27 10 0 0 0 0 0 0 0 0 0 0 2 5/18/2010 06:15 PM 0 23 9 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 06:30 PM 0 21 6 0 4 0 0 0 0 0 0 0 0 0 5/18/2010 06:45 PM 1 21 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 07:00 PM 0 20 7 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 07:15 PM 0 14 7 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 07:30 PM 1 20 4 0 1 0 0 0 0 0 0 0 0 1 5/18/2010 07:45 PM 0 16 8 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:00 PM 0 9 5 0 3 0 0 0 0 0 0 0 0 1 5/18/2010 08:15 PM 0 12 8 0 0 0 0 0 0 0 0 0 0 1 5/18/2010 08:30 PM 0 20 6 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 08:45 PM 0 12 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:00 PM 0 20 3 0 2 0 0 0 0 0 0 0 0 0 5/18/2010 09:15 PM 0 10 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 09:30 PM 0 7 2 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 09:45 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:00 PM 0 9 4 0 1 0 0 0 0 0 0 0 0 0 5/18/2010 10:15 PM 0 3 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:30 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 10:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:00 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:15 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:30 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 5/18/2010 11:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 12:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 26th - southbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 AM 0 5 2 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 AM 0 9 1 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 06:45 AM 0 6 4 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 07:00 AM 0 8 4 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 07:15 AM 0 7 5 0 1 0 0 0 0 0 0 0 0 3 5/19/2010 07:30 AM 0 10 3 1 0 0 0 1 0 0 0 0 0 0 5/19/2010 07:45 AM 0 17 4 2 8 2 0 0 0 0 0 0 0 2 5/19/2010 08:00 AM 2 12 7 0 2 0 0 0 0 0 0 0 0 3 5/19/2010 08:15 AM 0 17 3 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 08:30 AM 1 11 4 0 2 0 0 0 0 0 0 0 0 1 5/19/2010 08:45 AM 0 12 4 0 2 0 0 0 0 0 0 0 0 1 5/19/2010 09:00 AM 0 12 5 0 1 1 0 0 0 0 0 0 0 2 ---PAGE BREAK--- 26th - southbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 09:15 AM 0 8 6 0 2 0 0 1 0 0 0 0 0 1 5/19/2010 09:30 AM 0 13 5 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 09:45 AM 0 9 10 0 4 0 0 0 0 0 0 0 0 0 5/19/2010 10:00 AM 0 18 6 2 4 0 0 0 0 0 0 0 0 2 5/19/2010 10:15 AM 0 16 6 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 AM 0 15 10 0 0 0 0 1 0 0 0 0 0 0 5/19/2010 10:45 AM 0 21 4 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 AM 2 18 6 0 0 0 0 0 0 0 0 0 0 2 5/19/2010 11:15 AM 1 21 6 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 11:30 AM 0 13 2 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 AM 1 22 14 0 2 0 0 0 0 0 0 0 0 1 5/19/2010 12:00 PM 1 22 12 0 1 0 0 0 0 0 0 0 0 2 5/19/2010 12:15 PM 0 28 12 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 12:30 PM 0 20 7 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 12:45 PM 0 23 9 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 01:00 PM 0 22 7 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 01:15 PM 0 19 10 0 3 0 0 0 0 0 0 0 0 0 5/19/2010 01:30 PM 0 17 8 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 01:45 PM 1 8 8 0 5 0 0 0 0 0 0 0 0 0 5/19/2010 02:00 PM 0 21 7 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 02:15 PM 0 22 8 0 1 0 0 0 0 0 0 0 0 2 5/19/2010 02:30 PM 0 21 1 0 6 0 0 0 0 0 0 0 0 0 5/19/2010 02:45 PM 1 19 10 0 0 0 0 1 0 0 0 0 0 1 5/19/2010 03:00 PM 0 24 10 0 1 0 0 1 0 0 0 0 0 1 5/19/2010 03:15 PM 0 24 6 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 03:30 PM 1 29 10 0 2 0 0 0 0 0 1 0 0 2 5/19/2010 03:45 PM 1 16 10 1 4 0 0 0 0 0 0 0 0 1 5/19/2010 04:00 PM 0 22 11 0 2 0 0 0 0 0 0 0 0 3 5/19/2010 04:15 PM 0 30 6 0 4 0 0 0 0 0 0 0 0 0 5/19/2010 04:30 PM 0 38 15 0 5 0 0 0 0 0 0 0 0 1 5/19/2010 04:45 PM 0 19 6 0 7 0 0 0 0 0 0 0 0 3 5/19/2010 05:00 PM 2 46 15 0 4 1 0 1 0 0 0 0 1 2 ---PAGE BREAK--- 26th - southbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/19/2010 05:15 PM 0 24 15 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 05:30 PM 0 30 16 0 2 0 0 1 0 0 0 0 0 2 5/19/2010 05:45 PM 0 19 9 0 4 0 0 0 0 0 0 0 0 2 5/19/2010 06:00 PM 1 35 11 0 3 0 0 0 0 0 0 0 0 0 5/19/2010 06:15 PM 1 24 10 0 5 0 0 0 0 0 0 0 0 0 5/19/2010 06:30 PM 0 19 10 0 2 0 0 1 0 0 0 0 0 0 5/19/2010 06:45 PM 0 15 5 0 2 1 0 0 0 0 0 0 0 3 5/19/2010 07:00 PM 0 14 7 0 4 0 0 0 0 0 0 0 0 1 5/19/2010 07:15 PM 0 21 6 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 07:30 PM 0 21 6 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 07:45 PM 0 20 9 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 08:00 PM 0 18 4 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 08:15 PM 0 12 7 0 1 0 0 0 0 0 0 0 0 1 5/19/2010 08:30 PM 0 19 9 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 08:45 PM 0 17 6 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 09:00 PM 0 16 4 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 09:15 PM 0 8 1 0 2 0 0 0 0 0 0 0 0 0 5/19/2010 09:30 PM 0 7 7 0 0 0 0 0 0 0 0 0 0 1 5/19/2010 09:45 PM 1 6 6 0 3 0 0 0 0 0 0 0 0 1 5/19/2010 10:00 PM 0 9 4 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 10:15 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 10:30 PM 0 3 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 10:45 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:15 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5/19/2010 11:30 PM 0 2 0 0 1 0 0 0 0 0 0 0 0 0 5/19/2010 11:45 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:15 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 12:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 26th - southbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 01:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 01:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 05:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 06:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 06:15 AM 1 0 1 0 1 0 0 0 0 0 0 0 0 1 5/20/2010 06:30 AM 1 6 3 0 0 0 0 0 0 0 0 0 0 1 5/20/2010 06:45 AM 0 2 2 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 07:00 AM 0 2 2 0 1 0 0 0 0 0 0 0 0 0 5/20/2010 07:15 AM 0 3 2 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 07:30 AM 1 8 3 1 0 1 0 0 0 0 0 0 0 1 5/20/2010 07:45 AM 2 15 5 1 3 0 0 0 0 0 0 0 0 2 5/20/2010 08:00 AM 1 15 7 1 1 0 0 0 0 0 0 0 0 1 5/20/2010 08:15 AM 0 10 6 1 2 0 0 2 0 0 0 0 0 0 5/20/2010 08:30 AM 0 6 9 0 0 0 0 0 0 0 0 0 0 0 5/20/2010 08:45 AM 0 9 8 2 0 0 0 0 0 0 0 0 0 0 5/20/2010 09:00 AM 0 10 2 0 1 1 0 0 0 0 0 0 0 0 ---PAGE BREAK--- 26th - southbound File Name: Untitled Axle Classification Start Date: 5/18/2010 Start Time: 9:15:00 AM Site Code: 21 Date Time Bikes Cars & Trailers 2 Axle Long Buses 2 Axle 6 Tire 3 Axle Single 4 Axle Single <5 Axl Double 5 Axle Double >6 Axl Double <6 Axl Multi 6 Axle Multi >6 Axl Multi Not Classed 5/20/2010 09:15 AM 0 8 6 0 2 0 0 1 0 0 0 0 0 0 5/20/2010 09:30 AM 0 11 3 0 0 1 0 0 0 0 0 0 0 0 5/20/2010 09:45 AM 1 13 5 0 2 0 0 0 0 0 0 0 0 1 5/20/2010 10:00 AM 2 8 6 0 1 0 0 0 0 0 0 0 0 1 5/20/2010 10:15 AM 0 12 11 1 1 0 0 0 0 0 0 0 0 0 5/20/2010 10:30 AM 0 9 2 0 2 0 0 0 0 0 0 0 0 0 5/20/2010 10:45 AM 0 21 8 0 2 0 0 0 0 0 0 0 0 1 5/20/2010 11:00 AM 0 18 10 1 2 0 0 0 0 0 0 0 0 0 5/20/2010 11:15 AM 0 23 9 0 4 0 0 0 0 0 0 0 0 1 5/20/2010 11:30 AM 0 16 6 0 5 0 0 0 0 0 0 0 0 1 5/20/2010 11:45 AM 1 16 9 0 5 0 0 0 0 0 0 0 0 1 5/20/2010 12:00 PM 0 22 12 0 4 0 0 0 0 0 0 0 0 0 5/20/2010 12:15 PM 0 29 11 0 0 0 0 1 0 0 0 0 0 0 5/20/2010 12:30 PM 0 16 6 1 4 0 0 1 0 0 0 0 0 0 5/20/2010 12:45 PM 0 22 11 0 4 1 0 0 0 0 0 0 0 4 5/20/2010 01:00 PM 0 24 11 0 3 0 0 0 0 0 0 0 0 1 5/20/2010 01:15 PM 0 17 13 0 1 1 0 0 0 0 0 0 0 1 5/20/2010 01:30 PM 0 24 7 0 1 0 0 0 0 0 0 0 0 4 Totals 42 2339 933 18 246 12 1 14 0 0 1 0 1 100 per day 21 1169.5 466.5 9 123 6 0.5 7 0 0 0.5 0 0.5 50 ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix E - NRCS Maps & Data Appendix E - NRCS Maps & Data PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix F - Pavement Design Appendix F - Pavement Design PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix F - Pavement Design Pavement Sections Appendix F - Pavement Design Pavement Sections PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,207,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 6 Base Course Crushed Base 8 Subbase Course Pit Run 9 Geotextile Geotextile/Geogrid NA Pavement Section SN = 4.48 SN due to traffic = 4.01 23 Performance Period, yr 20.00 17 9 SN due to Environment 0.41 Design SN = 4.43 23 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 1 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,207,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 6 Base Course Crushed Base 13 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 4.46 SN due to traffic = 4.01 19 Performance Period, yr 20.00 13 SN due to Environment 0.41 Design SN = 4.43 19 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 1 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,207,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 5 Base Course Crushed Base 9 Subbase Course RAP 4 Geotextile Geotextile/Geogrid NA Pavement Section SN = 4.46 SN due to traffic = 4.01 18 Performance Period, yr 20.00 13 4 SN due to Environment 0.41 Design SN = 4.43 18 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 1 - Option 3 Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,294,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 5 Base Course Crushed Base 8 Subbase Course Pit Run 8 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.96 SN due to traffic = 3.54 21 Performance Period, yr 20.00 16 8 SN due to Environment 0.31 Design SN = 3.85 21 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 2 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,294,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 6 Base Course Crushed Base 10 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 4.04 SN due to traffic = 3.54 16 Performance Period, yr 20.00 10 SN due to Environment 0.31 Design SN = 3.85 16 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 2 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,294,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 8 Subbase Course RAP 4 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.88 SN due to traffic = 3.54 16 Performance Period, yr 20.00 12 4 SN due to Environment 0.31 Design SN = 3.85 16 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 2 - Option 3 Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,302,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 5 Base Course Crushed Base 7 Subbase Course Pit Run 8 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.82 SN due to traffic = 3.49 20 Performance Period, yr 20.00 15 8 SN due to Environment 0.29 Design SN = 3.79 20 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 3 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,302,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 6 Base Course Crushed Base 9 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.90 SN due to traffic = 3.49 15 Performance Period, yr 20.00 9 SN due to Environment 0.29 Design SN = 3.79 15 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 3 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,302,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 8 Subbase Course RAP 4 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.88 SN due to traffic = 3.49 16 Performance Period, yr 20.00 12 4 SN due to Environment 0.29 Design SN = 3.79 16 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 3 - Option 3 Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,331,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 5 Base Course Crushed Base 6 Subbase Course Pit Run 6 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.52 SN due to traffic = 3.26 17 Performance Period, yr 20.00 12 6 SN due to Environment 0.24 Design SN = 3.50 17 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 4 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,331,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 5 Base Course Crushed Base 10 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.60 SN due to traffic = 3.26 15 Performance Period, yr 20.00 10 SN due to Environment 0.24 Design SN = 3.50 15 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 4 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,331,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 6 Subbase Course RAP 4 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.60 SN due to traffic = 3.26 14 Performance Period, yr 20.00 10 4 SN due to Environment 0.24 Design SN = 3.50 14 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 4 - Option 3 Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 2,331,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 8 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 2.88 SN due to traffic = 2.70 12 Performance Period, yr 20.00 8 SN due to Environment 0.11 Design SN = 2.81 12 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Arterial - Zone 5 - Option 1 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Concrete Pavement Section Design - Arterial - Zones 1 - 5 Date : 5/25/2010 Estimated ESALs 3,873,000 Job Number: 5122.10609.01 Layer Thickness (in.) Concrete 9.0 Crushed Base 6 Geotextile/Geogrid NA 4 30.0 years Performance Period due to environmental factors Concrete Subgrade Geotextile/Geogrid Crushed Base Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,141,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 6 Base Course Crushed Base 6 Subbase Course Pit Run 7 Geotextile Geotextile/Geogrid NA Pavement Section SN = 4.04 SN due to traffic = 3.61 19 Performance Period, yr 20.00 13 7 SN due to Environment 0.32 Design SN = 3.93 19 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 1 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,141,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 6 Base Course Crushed Base 10 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 4.04 SN due to traffic = 3.61 16 Performance Period, yr 20.00 10 SN due to Environment 0.32 Design SN = 3.93 16 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 1 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,141,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 5 Base Course Crushed Base 6 Subbase Course RAP 4 Geotextile Geotextile/Geogrid NA Pavement Section SN = 4.04 SN due to traffic = 3.61 15 Performance Period, yr 20.00 10 4 SN due to Environment 0.32 Design SN = 3.93 15 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 1 - Option 3 Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,169,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 6 Subbase Course Pit Run 10 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.40 SN due to traffic = 3.17 20 Performance Period, yr 20.00 16 10 SN due to Environment 0.21 Design SN = 3.38 20 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 2 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,169,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 5 Base Course Crushed Base 9 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.46 SN due to traffic = 3.17 14 Performance Period, yr 20.00 9 SN due to Environment 0.21 Design SN = 3.38 14 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 2 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,169,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 6 Subbase Course RAP 4 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.60 SN due to traffic = 3.17 14 Performance Period, yr 20.00 10 4 SN due to Environment 0.21 Design SN = 3.38 14 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 2 - Option 3 Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,171,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 6 Subbase Course Pit Run 10 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.40 SN due to traffic = 3.12 20 Performance Period, yr 20.00 16 10 SN due to Environment 0.20 Design SN = 3.33 20 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 3 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,171,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 5 Base Course Crushed Base 9 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.46 SN due to traffic = 3.12 14 Performance Period, yr 20.00 9 SN due to Environment 0.20 Design SN = 3.33 14 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 3 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,171,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 6 Subbase Course RAP 4 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.60 SN due to traffic = 3.12 14 Performance Period, yr 20.00 10 4 SN due to Environment 0.20 Design SN = 3.33 14 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 3 - Option 3 Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,173,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 6 Subbase Course Pit Run 6 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.08 SN due to traffic = 2.91 16 Performance Period, yr 20.00 12 6 SN due to Environment 0.16 Design SN = 3.07 16 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 4 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,173,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 10 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.16 SN due to traffic = 2.91 14 Performance Period, yr 20.00 10 SN due to Environment 0.16 Design SN = 3.07 14 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 4 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,173,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 3 Base Course Crushed Base 6 Subbase Course RAP 4 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.16 SN due to traffic = 2.91 13 Performance Period, yr 20.00 10 4 SN due to Environment 0.16 Design SN = 3.07 13 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 4 - Option 3 Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 1,142,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 6 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 2.60 SN due to traffic = 2.39 10 Performance Period, yr 20.00 6 SN due to Environment 0.07 Design SN = 2.46 10 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Collector - Zone 5 - Option 1 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Concrete Pavement Section Design - Collector - Zones 1 - 5 Date : 5/25/2010 Estimated ESALs 1,938,000 Job Number: 5122.10609.01 Layer Thickness (in.) Concrete 8.0 Crushed Base 6 Geotextile/Geogrid NA 4 30.0 years Performance Period due to environmental factors Crushed Base Concrete Subgrade Geotextile/Geogrid Crushed Base Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 234,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 6 Subbase Course Pit Run 6 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.08 SN due to traffic = 2.78 16 Performance Period, yr 20.00 12 6 SN due to Environment 0.13 Design SN = 2.91 16 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Local - Zone 1 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 234,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 9 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.02 SN due to traffic = 2.78 13 Performance Period, yr 20.00 9 SN due to Environment 0.13 Design SN = 2.91 13 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Local - Zone 1 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 234,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 3 Base Course Crushed Base 6 Subbase Course RAP 4 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.16 SN due to traffic = 2.78 13 Performance Period, yr 20.00 10 4 SN due to Environment 0.13 Design SN = 2.91 13 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Local - Zone 1 - Option 3 Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 229,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 3 Base Course Crushed Base 6 Subbase Course Pit Run 6 Geotextile Geotextile/Geogrid NA Pavement Section SN = 2.64 SN due to traffic = 2.42 15 Performance Period, yr 20.00 12 6 SN due to Environment 0.07 Design SN = 2.49 15 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Local - Zone 2 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 229,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 6 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 2.60 SN due to traffic = 2.42 10 Performance Period, yr 20.00 6 SN due to Environment 0.07 Design SN = 2.49 10 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Local - Zone 2 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 229,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 3 Base Course Crushed Base 6 Subbase Course RAP 4 Geotextile Geotextile/Geogrid NA Pavement Section SN = 3.16 SN due to traffic = 2.42 13 Performance Period, yr 20.00 10 4 SN due to Environment 0.07 Design SN = 2.49 13 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Local - Zone 2 - Option 3 Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid RAP Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 228,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 3 Base Course Crushed Base 6 Subbase Course Pit Run 6 Geotextile Geotextile/Geogrid NA Pavement Section SN = 2.64 SN due to traffic = 2.38 15 Performance Period, yr 20.00 12 6 SN due to Environment 0.07 Design SN = 2.45 15 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Local - Zone 3 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 228,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 4 Base Course Crushed Base 6 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 2.60 SN due to traffic = 2.38 10 Performance Period, yr 20.00 6 SN due to Environment 0.07 Design SN = 2.45 10 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Local - Zone 3 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 224,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 3 Base Course Crushed Base 6 Subbase Course Pit Run 6 Geotextile Geotextile/Geogrid NA Pavement Section SN = 2.64 SN due to traffic = 2.21 15 Performance Period, yr 20.00 12 6 SN due to Environment 0.05 Design SN = 2.26 15 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Local - Zone 4 - Option 1 Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Pit Run Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 224,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 3 Base Course Crushed Base 7 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 2.30 SN due to traffic = 2.21 10 Performance Period, yr 20.00 7 SN due to Environment 0.05 Design SN = 2.26 10 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Local - Zone 4 - Option 2 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Date : 6/8/2010 Estimated ESALS 213,000 Job Number: 5122.10609.01 Layer Material Thickness (in.) Surface Course Asphaltic Concrete 3 Base Course Crushed Base 6 Subbase Course Geotextile Geotextile/Geogrid NA Pavement Section SN = 2.16 SN due to traffic = 1.80 9 Performance Period, yr 20.00 6 SN due to Environment 0.02 Design SN = 1.82 9 3 Geotextile/Geogrid Environmental Serviceability Loss 0.51 Asphaltic Concrete Pavement Section Design - Local - Zone 5 - Option 1 Geotextile/Geogrid Crushed Base Asphaltic Concrete Subgrade Geotextile/Geogrid Crushed Base Asphaltic Concrete Pavement Section ---PAGE BREAK--- Concrete Pavement Section Design - Local - Zones 1 - 5 Date : 5/25/2010 Estimated ESALs 409,000 Job Number: 5122.10609.01 Layer Thickness (in.) Concrete 6.0 Crushed Base 6 Geotextile/Geogrid NA 4 30.0 years Performance Period due to environmental factors Crushed Base Concrete Subgrade Geotextile/Geogrid Crushed Base Concrete Pavement Section ---PAGE BREAK--- Gravel Road Section Design Date : 6/7/2010 Estimated ESALs 4000 Job Number: 5122.10609.01 Layer Thickness (in.) Crushed Base 6 Pit Run 7 Geotextile/Geogrid ---PAGE BREAK--- Gravel Road Section Design Date : 6/7/2010 Estimated ESALs 4000 Job Number: 5122.10609.01 Layer Thickness (in.) Crushed Base 10 Pit Run 0 Geotextile/Geogrid ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix F - Pavement Design Design Charts Appendix F - Pavement Design Design Charts PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Flexible Pavement Design Chart CBR = 1 CBR = 2.5 CBR = 5 CBR = 7.5 CBR = 10 CBR = 15 CBR = 20 CBR = 30 0 1 2 3 4 5 6 7 8 0 0 5 1 1 5 2 2 5 3 3 5 4 Sn Local Mid Vol Local Low Vol Col High Vol Collector, Mid Vol Arterial High Vol Local, Mid Vol Collector, Low Vol Arterial Minimum Design Sn = 2.0 High Vol Arterial Where: TF = traffic factor, T = design traffic volume (vpd), R = design truck volume (larger than 2‐axle, 4‐tire vehicle, vpd) Procedure: Notes: 1. Calculate TF based on traffic volume and truck percentage 1. Round thicknesses up to nearest inch 2. Read Sn from intersect of CBR and TF 2. Utilize following design minimums 3. Use Sn equation to determine layer thicknesses Asphalt ‐ 3 inches Sn = 0.44 x D1 + 0.14 x D2 + 0.08 x D3 Base and Subbase ‐ 6 inches D1 = Asphalt Thickness (inches) D2 = Base Thickness (inches) D3 = Subbase Thickness (inches) CBR = 1 CBR = 2.5 CBR = 5 CBR = 7.5 CBR = 10 CBR = 15 CBR = 20 CBR = 30 0 1 2 3 4 5 6 7 8 0 0.5 1 1.5 2 2.5 3 3.5 4 Sn TF = (T0.5+R0.75)/100 Local Mid Vol Local Low Vol Col High Vol Collector, Mid Vol Arterial High Vol Local, Mid Vol Collector, Low Vol Arterial Minimum Design Sn = 2.0 High Vol Arterial ---PAGE BREAK--- Rigid Pavement Design Chart 0 2 4 6 8 10 12 0 0 5 1 1 5 2 2 5 3 3 5 4 D (inches) Local Mid Vol Local & Low Vol Collector High Vol Collector, Mid Vol Arterial High Vol Local, Mid Vol Collector, Low Vol Arterial Minimum Design = 6 inches High Vol Arterial Where: TF = traffic factor, T = design traffic volume (vpd), R = design truck volume (larger than 2‐axle, 4‐tire vehicle, vpd) D = pavement thickness Procedure: Note: 1. Calculate TF based on traffic volume and truck percentage 1. Round thicknesses up to nearest inch 2. Read D from intersect of CBR and TF 2. Include minimum 6‐inch layer of crushed base below pavement. 0 2 4 6 8 10 12 0 0.5 1 1.5 2 2.5 3 3.5 4 D (inches) TF = (T0.5+R0.75)/100 Local Mid Vol Local & Low Vol Collector High Vol Collector, Mid Vol Arterial High Vol Local, Mid Vol Collector, Low Vol Arterial Minimum Design = 6 inches High Vol Arterial ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix F - Pavement Design Maps/Figures Appendix F - Pavement Design Maps/Figures PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix G - Corrosion Appendix G - Corrosion PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Laramie Pavement Study Soil Resistivity Measurements Borehole Depth (ft) USCS pH Saturated Resistivity Anticipated Corrosion Activity to Metal (ohm-cm) BH-1 2-5' CL 7.59 260 Very Severe BH-2 2-5' SC 7.84 284 Very Severe BH-3 5-6.5' SC 7.96 1300 Severe BH-4 2-5' SC 7.71 140 Very Severe BH-5 5-6.5' SM 7.65 116 Very Severe BH-6 5-6.5' SC 7.96 953 Very Severe BH-7 2-5' CL 7.86 205 Very Severe BH-8 2.5-4' SC 7.66 154 Very Severe BH-9 5-6.5' SC 7.95 450 Very Severe BH-10 5-6.5' SP-SM 8.57 2200 Moderate BH-11 2-5' CL 7.88 730 Very Severe BH-12 2.5-4' ML 7.86 226 Very Severe BH-13 5-6.5' SP 7.79 408 Very Severe BH-14 5-6.5' SM 8.05 1840 Severe BH-15 5-6.5' ML 7.94 216 Very Severe BH-16 5-6.5' ML 8.15 108 Very Severe BH-17 5-6.5' SC 8.57 571 Very Severe BH-18 5-6.5' SM 8.2 2540 Moderate BH-19 5-6.5' CL 8.19 157 Very Severe BH-20 5-6.5' SC 7.97 619 Very Severe BH-21 5-6.5' ML 8.01 209 Very Severe BH-22 5-6.5' CL 8.17 328 Very Severe BH-23 2-5' GP 7.83 341 Very Severe BH-24 5-6.5' SM 8.01 420 Very Severe BH-25 5-6.5' CL 8.24 1480 Severe BH-26 2-5' CL 7.96 204 Very Severe BH-27 5-6.5' SC 8.17 843 Very Severe BH-28 5-6.5' SM 8.22 956 Very Severe BH-29 5-6.5' SM 8.28 1160 Severe BH-30 5-6.5' CL 7.46 2810 Moderate The USDA Natural Resources Conservation Service (NRCS) criteria for anticipated corrosion activity to buried metal are: Under 1,000 ohm-cm Very Severe 1,000-2,000 Severe 2,000-5,000 Moderate 5,000-10,000 Slight ---PAGE BREAK--- Laramie Pavement Study Water Soluble Sulfates Borehole Depth (ft) USCS Results Sulfate Exposure BH-1 2-5' CL 0.180% Moderate BH-2 2-5' SC 0.150% Moderate BH-3 5-6.5' SC 0.020% Negligible BH-4 2-5' SC 0.150% Moderate BH-5 5-6.5' SM 0.240% Severe BH-6 5-6.5' SC 0.038% Negligible BH-7 2-5' SM 0.220% Severe BH-8 2.5-4' SC 0.300% Severe BH-9 5-6.5' SC 0.084% Negligible BH-10 5-6.5' SP-SM 0.004% Negligible BH-11 2-5' CL 0.049% Negligible BH-12 2.5-4' ML 0.300% Severe BH-13 5-6.5' SP 0.140% Moderate BH-14 5-6.5' SM 0.006% Negligible BH-15 3-21" ML 0.240% Severe 5-6.5' ML 0.120% Moderate BH-16 5-6.5' ML 0.750% Severe BH-17 5-6.5' SC 0.032% Negligible BH-18 5-6.5' SM 0.007% Negligible BH-19 5-6.5' CL 0.390% Severe BH-20 3-21" SC 0.030% Negligible 5-6.5' SC 0.022% Negligible BH-21 5-6.5' ML 0.220% Severe BH-22 5-6.5' CL 0.130% Moderate BH-23 2-5' GP 0.170% Moderate BH-24 5-6.5' SM 0.016% Negligible BH-25 2-20" CL 0.004% Negligible 5-6.5' CL 0.015% Negligible BH-26 2-5' CL 0.330% Severe BH-27 5-6.5' SC 0.037% Negligible BH-28 5-6.5' SM 0.008% Negligible BH-29 5-6.5' SM 0.024% Negligible BH-30 5-6.5' CL 0.190% Moderate The Portland Cement Association criteria for sulfate exposure to buried concrete are: 0 - 0.10% Negligible 0.10 – 0.20% Moderate 0.20 – 2.0% Severe Over 2.0% Very Severe ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix H - Life Cycle Cost Comparisons Appendix H - Life Cycle Cost Comparisons PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix H - Life Cycle Cost Comparisons Arterial Appendix H - Life Cycle Cost Comparisons Arterial PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Design Life = 30 years Date: 6/7/2010 Discount Rate = 4 % Project = Laramie Pavement Study - Arterial Streets - Soil Zone 2 Model 1 Model 2 Asphaltic Concrete with Base and Subbase Asphaltic Concrete with Base Year Cost Estimate (per SY) Present Worth (per SY) Year Cost Estimate (per SY) Present Worth (per SY) 0 $34.45 $34.45 0 $37.05 $37.05 5 $1.00 $0.82 5 $1.00 $0.82 10 $0.03 $0.02 10 $0.03 $0.02 15 $1.00 $0.56 15 $1.00 $0.56 20 $12.87 $5.87 20 $12.87 $5.87 25 $0.03 $0.01 25 $0.03 $0.01 Totals $49.39 $41.74 Totals $51.99 $44.34 Model 3 Model 4 Asphaltic Concrete with Base and RAP Portland Cement Concrete Year Cost Estimate (per SY) Present Worth (per SY) Year Cost Estimate (per SY) Present Worth (per SY) 0 $28.08 $28.08 0 $58.58 $58.58 5 $1.00 $0.82 5 $0 $0 10 $0.03 $0.02 10 $3.85 $0 15 $1.00 $0.56 15 $0 $0 20 $12.87 $5.87 20 $13.82 $6.31 25 $0.03 $0.01 25 $0 $0 Totals $43.01 $35.36 Totals $76.24 $64.88 LIFE CYCLE COST ANALYSIS ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 0.75 inches PMWC Section No. 1 5 inches PMP Location Typical City block 8 inches Grade W Section Length 0.0757 miles 8 inches Pit Run Section Width 60 ft Year 0 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 724.449 T $31.20 $22,603 724.449 T/MI $0.38 $275 47.089185 T $702.96 $33,102 7.24449 T $143.43 $1,039 0.799392 T $551.23 $441 TOTAL $57,460 Dimension/Item Quantity Thickness Top Width 1 0.6 Project Length Compacted Unit Weight Asphalt Binder PG 70-28 Hydrated Lime 0.75 60 0.0757 145 6.5 1 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Haul Application Rate Seal Top Width 60 Project Length 0.0757 Emulsified Asphalt SS-1 (SEAL) Dimension/Item Quantity Thickness 5 Hydrated Lime 1 Haul 1 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Application Rate Seal 0.6 Plant Mix Pavement Haul ---PAGE BREAK--- Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 999.24 T $16.50 $16,487 999.24 T/MI $0.38 $380 TOTAL $16,867 Layer: Pit Run Sand and Gravel Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 999.24 T $8.32 $8,314 999.24 T/MI $0.38 $380 TOTAL $8,693 Excavation and haul Quantity Unit Unit Cost Total Cost [PHONE REDACTED] CY $3.51 $2,078 959 T/MI $1.17 $1,122 TOTAL $3,200 Year Total: $91,809 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Excavation Haul Dimension/Item Project Length 0.0757 Compacted Unit Weight 125 Quantity Thickness 8 Top Width 60 Haul 1 Project Length 0.0757 Grading W Haul Top Width 60 Pit Run Sand and Gravel Haul Dimension/Item Quantity Thickness 8 Compacted Unit Weight 125 Haul 1 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 5 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Unit Weight 68.59 # of Longitudinal Joints 3 Dimension/Item Quantity Project Length 0.0757 Slurry Seal Length of Transverse Joints 45 Depth of Transverse Joints 0.04 Width of Transverse Joints Width of Longitudinal Joints 0.02 0.02 Depth of Longitudinal Joints 0.04 Number of Transverse Joints/Mile 70 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 15 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Depth of Longitudinal Joints 0.04 Number of Transverse Joints/Mile 70 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Slurry Seal Length of Transverse Joints 45 Depth of Transverse Joints 0.04 Width of Transverse Joints 0.02 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 0.75 inches PMWC Section No. 1 2 inches PMP Location Typical City block 2 inches Removal of Asphalt (full width) Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 289.7796 T $31.20 $9,[PHONE REDACTED] T/MI $0.38 $110 18.835674 T $702.96 $13,241 2.897796 T $143.43 $416 0.799392 T $551.23 $441 TOTAL $23,248 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Quantity Thickness 2 Top Width 60 Project Length 0.0757 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Dimension/Item Quantity Thickness 0.75 Top Width 60 ---PAGE BREAK--- Layer: Removal of Asphalt Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 249.81 T $8.64 $2,158 249.81 T/MI $0.38 $95 TOTAL $2,253 Year Total: $34,291 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Haul 1 Removal of Asphalt Haul Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Dimension/Item Quantity Thickness 2 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 25 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Unit Weight 68.59 # of Longitudinal Joints 3 Dimension/Item Quantity Project Length 0.0757 Hot Poured Crack Sealant Length of Transverse Joints 45 Depth of Transverse Joints 0.04 Width of Transverse Joints Width of Longitudinal Joints 0.02 0.02 Depth of Longitudinal Joints 0.04 Number of Transverse Joints/Mile 70 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 5/19/2010 Model Information Section Information Model No. 2 0.75 inches PMWC Section No. 1 6 inches PMP Location Typical City block 10 inches Grade W Section Length 0.0757 miles 0 inches Pit Run Section Width 60 ft Year 0 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 869.3388 T $31.20 $27,[PHONE REDACTED] T/MI $0.38 $330 56.507022 T $702.96 $39,722 8.693388 T $143.43 $1,247 0.799392 T $551.23 $441 TOTAL $68,863 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Quantity Thickness 6 Top Width 60 Project Length 0.0757 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Dimension/Item Quantity Thickness 0.75 Top Width 60 ---PAGE BREAK--- Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 1249.05 T $16.50 $20,609 1249.05 T/MI $0.38 $475 TOTAL $21,084 Layer: Pit Run Sand and Gravel Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 0 T $8.32 $0 0 T/MI $0.38 $0 TOTAL $0 Year Total: $98,737 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Compacted Unit Weight 125 Haul 1 Pit Run Sand and Gravel Haul Thickness 0 Top Width 60 Project Length 0.0757 Haul 1 Grading W Haul Dimension/Item Quantity Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Dimension/Item Quantity Thickness 10 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 5 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 15 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 0.75 inches PMWC Section No. 1 2 inches PMP Location Typical City block 2 inches Removal of Asphalt (full width) Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 289.7796 T $31.20 $9,[PHONE REDACTED] T/MI $0.38 $110 18.835674 T $702.96 $13,241 2.897796 T $143.43 $416 0.799392 T $551.23 $441 TOTAL $23,248 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Quantity Thickness 2 Top Width 60 Project Length 0.0757 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Dimension/Item Quantity Thickness 0.75 Top Width 60 ---PAGE BREAK--- Layer: Removal of Asphalt Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 249.81 T $8.64 $2,158 249.81 T/MI $0.38 $95 TOTAL $2,253 Year Total: $34,291 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Haul 1 Removal of Asphalt Haul Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Dimension/Item Quantity Thickness 2 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 25 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 5/19/2010 Model Information Section Information Model No. 3 0.75 inches PMWC Section No. 1 4 inches PMP Location Typical City block 8 inches Grade W Section Length 0.0757 miles 4 inches RAP Section Width 60 ft Year 0 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 579.5592 T $31.20 $18,[PHONE REDACTED] T/MI $0.38 $220 37.671348 T $702.96 $26,481 5.795592 T $143.43 $831 0.799392 T $551.23 $441 TOTAL $46,056 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Quantity Thickness 4 Top Width 60 Project Length 0.0757 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Dimension/Item Quantity Thickness 0.75 Top Width 60 ---PAGE BREAK--- Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 999.24 T $16.50 $16,487 999.24 T/MI $0.38 $380 TOTAL $16,867 Layer: RAP Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 539.5896 T $5.75 $3,103 0 T/MI $0.00 $0 TOTAL $3,103 Year Total: $74,815 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Compacted Unit Weight 135 Haul 1 RAP Haul Thickness 4 Top Width 60 Project Length 0.0757 Haul 1 Grading W Haul Dimension/Item Quantity Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Dimension/Item Quantity Thickness 8 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 5 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 15 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 0.75 inches PMWC Section No. 1 2 inches PMP Location Typical City block 2 inches Removal of Asphalt (full width) Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 289.7796 T $31.20 $9,[PHONE REDACTED] T/MI $0.38 $110 18.835674 T $702.96 $13,241 2.897796 T $143.43 $416 0.799392 T $551.23 $441 TOTAL $23,248 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Quantity Thickness 2 Top Width 60 Project Length 0.0757 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Dimension/Item Quantity Thickness 0.75 Top Width 60 ---PAGE BREAK--- Layer: Removal of Asphalt Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 249.81 T $8.64 $2,158 249.81 T/MI $0.38 $95 TOTAL $2,253 Year Total: $34,291 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Haul 1 Removal of Asphalt Haul Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Dimension/Item Quantity Thickness 2 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 25 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 4 9 inches Portland Cement Concrete Section No. 1 6 inches Grade W Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 0 Layer: Portland Cement Concrete Pavement Unit inch feet mile lb/ft3 lb/yd3 lb/yd3 mile Quantity Unit Unit Cost Total Cost 2664.64 SY $53.45 $142,425 2664.64 T/MI $0.38 $1,013 TOTAL $143,438 Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 749.43 T $17 $12,366 749.43 T/MI $0 $285 TOTAL $12,650 Year Total: $156,088 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Project Length 0.0757 Grading W Haul Compacted Unit Weight 125 Haul 1 Portland Cement Concrete Pavement Haul Quantity Thickness 6 Top Width 60 Dimension/Item Haul 9 60 0.0757 145 470 157 1 Project Length Compacted Unit Weight Portland Cement Fly Ash Dimension/Item Quantity Thickness Top Width ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 4 5 % Slab Replacement Section No. 1 Grinding (driving lane only) Location Typical City block Sealing Joints Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Concrete Slab Replacement Unit % feet mile Quantity Unit Unit Cost Total Cost 133.232 SY $150.86 $20,099 TOTAL $20,099 Layer: Resealing Transverse Joints Unit ea ft mile Quantity Unit Unit Cost Total Cost 1362.6 LF $4.00 $5,450 TOTAL $5,450 Layer: Resealing Longitudinal Joints Unit ea mile Quantity Unit Unit Cost Total Cost 1199.088 LF $4.00 $4,796 TOTAL $4,796 Year Total: $10,247 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Number of Longitudinal Joints 3 Project Length 0.0757 Resealing Longitudinal Joints Length of Transverse Joints 60 Project Length 0.0757 Resealing Transverse Joints Dimension/Item Quantity Dimension/Item Quantity Number of Transverse Joints/Mile 300 Project Length 0.0757 Concrete Slab Replacement Dimension/Item Quantity % Slab Replacement 5 Top Width 60 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 4 5 % Slab Replacement Section No. 1 Grinding (driving lane only) Location Typical City block Sealing Joints Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Concrete Slab Replacement Unit % feet mile Quantity Unit Unit Cost Total Cost 133.232 SY $150.86 $20,099 TOTAL $20,099 Layer: Grinding and Texturing Unit feet mile Quantity Unit Unit Cost Total Cost 2664.64 SY $2.43 $6,475 TOTAL $6,475 Layer: Resealing Transverse Joints Unit ea ft mile Quantity Unit Unit Cost Total Cost 1362.6 LF $4.00 $5,450 TOTAL $5,450 Dimension/Item Quantity % Slab Replacement Top Width 5 60 0.0757 Length of Transverse Joints 0.0757 Project Length Concrete Slab Replacement Quantity Dimension/Item Grinding and Texturing Dimension/Item Quantity Number of Transverse Joints/Mile 300 Top Width 60 Project Length 0.0757 60 Resealing Transverse Joints Project Length ---PAGE BREAK--- Layer: Resealing Longitudinal Joints Unit ea mile Quantity Unit Unit Cost Total Cost 1199.088 LF $4.00 $4,796 TOTAL $4,796 Year Total: $36,821 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Project Length 0.0757 Resealing Longitudinal Joints Number of Longitudinal Joints 3 Dimension/Item Quantity ---PAGE BREAK--- Unit Prices Item Unit Unit Price Source Plant Mix Wearing Course T $29.32 WYDOT Haul T/MI $0.38 modified from WYDOT Asphalt Binder PG 70-28 T $702.96 WYDOT Hydrated Lime T $143.43 WYDOT Application Rate Seal T $551.23 WYDOT Plant Mix Pavement T $31.20 WYDOT Hot Poured Crack Sealant lb $1.17 WYDOT Removal of Asphalt T $8.64 WYDOT Portland Cement Concrete Pavement SY $53.45 WYDOT Grading W T $16.50 local contractor Grinding and Texturing SY $2.43 WYDOT Resealing Joints LF $4.00 WYDOT Pit Run T $8.32 WYDOT Concrete Slab Replacement SY $150.86 WYDOT Plant Mix Leveling T 25.66 WYDOT Rap Placement T $5.75 modified from WYDOT Excavation CY $3.51 WYDOT Slurry Seal SY $1.00 Design and Maintence of Low Volume Roads *2009 WYDOT Weighted Bid Averages ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix H - Life Cycle Cost Comparisons Collector Appendix H - Life Cycle Cost Comparisons Collector PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Design Life = 30 years Date: 6/7/2010 Discount Rate = 4 % Project = Laramie Pavement Study - Collector Streets - Soil Zone 2 Model 1 Model 2 Asphaltic Concrete with Base and Subbase Asphaltic Concrete with Base Year Cost Estimate (per SY) Present Worth (per SY) Year Cost Estimate (per SY) Present Worth (per SY) 0 $29.41 $29.41 0 $31.98 $31.98 5 $1.00 $0.82 5 $1.00 $0.82 10 $0.03 $0.02 10 $0.03 $0.02 15 $1.00 $0.56 15 $1.00 $0.56 20 $12.87 $5.87 20 $12.87 $5.87 25 $0.03 $0.01 25 $0.03 $0.01 Totals $44.35 $36.69 Totals $46.92 $39.27 Model 3 Model 4 Asphaltic Concrete with Base and RAP Portland Cement Concrete Year Cost Estimate (per SY) Present Worth (per SY) Year Cost Estimate (per SY) Present Worth (per SY) 0 $26.49 $26.49 0 $52.13 $52.13 5 $1.00 $0.82 5 $0 $0 10 $0.03 $0.02 10 $3.85 $0 15 $1.00 $0.56 15 $0 $0 20 $12.87 $5.87 20 $13.82 $6.31 25 $0.03 $0.01 25 $0 $0 Totals $41.43 $33.78 Totals $69.79 $58.43 LIFE CYCLE COST ANALYSIS ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 0.75 inches PMWC Section No. 1 4 inches PMP Location Typical City block 6 inches Grade W Section Length 0.0757 miles 10 inches Pit Run Section Width 60 ft Year 0 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 579.5592 T $31.20 $18,[PHONE REDACTED] T/MI $0.38 $220 37.671348 T $702.96 $26,481 5.795592 T $143.43 $831 0.799392 T $551.23 $441 TOTAL $46,056 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Application Rate Seal 0.6 Plant Mix Pavement Haul Hydrated Lime 1 Haul 1 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Top Width 60 Project Length 0.0757 Emulsified Asphalt SS-1 (SEAL) Dimension/Item Quantity Thickness 4 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Haul Application Rate Seal Asphalt Binder PG 70-28 Hydrated Lime 0.75 60 0.0757 145 6.5 1 Dimension/Item Quantity Thickness Top Width 1 0.6 Project Length Compacted Unit Weight ---PAGE BREAK--- Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 749.43 T $16.50 $12,366 749.43 T/MI $0.38 $285 TOTAL $12,650 Layer: Pit Run Sand and Gravel Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 1249.05 T $8.32 $10,392 1249.05 T/MI $0.38 $475 TOTAL $10,867 Excavation and haul Quantity Unit Unit Cost Total Cost [PHONE REDACTED] CY $3.51 $2,078 959 T/MI $1.17 $1,122 TOTAL $3,200 Year Total: $78,362 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Pit Run Sand and Gravel Haul Dimension/Item Quantity Thickness 10 Compacted Unit Weight 125 Haul 1 Haul 1 Project Length 0.0757 Grading W Haul Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Quantity Thickness 6 Top Width 60 Dimension/Item Excavation Haul ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 5 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Width of Longitudinal Joints 0.02 0.02 Depth of Longitudinal Joints 0.04 Number of Transverse Joints/Mile 70 Slurry Seal Length of Transverse Joints 45 Depth of Transverse Joints 0.04 Width of Transverse Joints Unit Weight 68.59 # of Longitudinal Joints 3 Dimension/Item Quantity Project Length 0.0757 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 15 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 Slurry Seal Length of Transverse Joints 45 Depth of Transverse Joints 0.04 Width of Transverse Joints 0.02 Depth of Longitudinal Joints 0.04 Number of Transverse Joints/Mile 70 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 0.75 inches PMWC Section No. 1 2 inches PMP Location Typical City block 2 inches Removal of Asphalt (full width) Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 289.7796 T $31.20 $9,[PHONE REDACTED] T/MI $0.38 $110 18.835674 T $702.96 $13,241 2.897796 T $143.43 $416 0.799392 T $551.23 $441 TOTAL $23,248 Dimension/Item Quantity Thickness 0.75 Top Width 60 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Quantity Thickness 2 Top Width 60 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) ---PAGE BREAK--- Layer: Removal of Asphalt Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 249.81 T $8.64 $2,158 249.81 T/MI $0.38 $95 TOTAL $2,253 Year Total: $34,291 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Dimension/Item Quantity Thickness 2 Haul 1 Removal of Asphalt Haul Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 25 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Width of Longitudinal Joints 0.02 0.02 Depth of Longitudinal Joints 0.04 Number of Transverse Joints/Mile 70 Hot Poured Crack Sealant Length of Transverse Joints 45 Depth of Transverse Joints 0.04 Width of Transverse Joints Unit Weight 68.59 # of Longitudinal Joints 3 Dimension/Item Quantity Project Length 0.0757 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 5/19/2010 Model Information Section Information Model No. 2 0.75 inches PMWC Section No. 1 5 inches PMP Location Typical City block 9 inches Grade W Section Length 0.0757 miles 0 inches Pit Run Section Width 60 ft Year 0 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 724.449 T $31.20 $22,603 724.449 T/MI $0.38 $275 47.089185 T $702.96 $33,102 7.24449 T $143.43 $1,039 0.799392 T $551.23 $441 TOTAL $57,460 Dimension/Item Quantity Thickness 0.75 Top Width 60 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Quantity Thickness 5 Top Width 60 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) ---PAGE BREAK--- Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 1124.145 T $16.50 $18,548 1124.145 T/MI $0.38 $427 TOTAL $18,976 Layer: Pit Run Sand and Gravel Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 0 T $8.32 $0 0 T/MI $0.38 $0 TOTAL $0 Year Total: $85,224 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Dimension/Item Quantity Thickness 9 Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Haul 1 Grading W Haul Dimension/Item Quantity Thickness 0 Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Haul 1 Pit Run Sand and Gravel Haul ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 5 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 15 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 0.75 inches PMWC Section No. 1 2 inches PMP Location Typical City block 2 inches Removal of Asphalt (full width) Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 289.7796 T $31.20 $9,[PHONE REDACTED] T/MI $0.38 $110 18.835674 T $702.96 $13,241 2.897796 T $143.43 $416 0.799392 T $551.23 $441 TOTAL $23,248 Dimension/Item Quantity Thickness 0.75 Top Width 60 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Quantity Thickness 2 Top Width 60 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) ---PAGE BREAK--- Layer: Removal of Asphalt Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 249.81 T $8.64 $2,158 249.81 T/MI $0.38 $95 TOTAL $2,253 Year Total: $34,291 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Dimension/Item Quantity Thickness 2 Haul 1 Removal of Asphalt Haul Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 25 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 5/19/2010 Model Information Section Information Model No. 3 0.75 inches PMWC Section No. 1 4 inches PMP Location Typical City block 6 inches Grade W Section Length 0.0757 miles 4 inches RAP Section Width 60 ft Year 0 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 579.5592 T $31.20 $18,[PHONE REDACTED] T/MI $0.38 $220 37.671348 T $702.96 $26,481 5.795592 T $143.43 $831 0.799392 T $551.23 $441 TOTAL $46,056 Dimension/Item Quantity Thickness 0.75 Top Width 60 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Quantity Thickness 4 Top Width 60 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) ---PAGE BREAK--- Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 749.43 T $16.50 $12,366 749.43 T/MI $0.38 $285 TOTAL $12,650 Layer: RAP Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 539.5896 T $5.75 $3,103 0 T/MI $0.00 $0 TOTAL $3,103 Year Total: $70,598 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Dimension/Item Quantity Thickness 6 Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Haul 1 Grading W Haul Dimension/Item Quantity Thickness 4 Top Width 60 Project Length 0.0757 Compacted Unit Weight 135 Haul 1 RAP Haul ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 5 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 15 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 0.75 inches PMWC Section No. 1 2 inches PMP Location Typical City block 2 inches Removal of Asphalt (full width) Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 289.7796 T $31.20 $9,[PHONE REDACTED] T/MI $0.38 $110 18.835674 T $702.96 $13,241 2.897796 T $143.43 $416 0.799392 T $551.23 $441 TOTAL $23,248 Dimension/Item Quantity Thickness 0.75 Top Width 60 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Quantity Thickness 2 Top Width 60 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) ---PAGE BREAK--- Layer: Removal of Asphalt Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 249.81 T $8.64 $2,158 249.81 T/MI $0.38 $95 TOTAL $2,253 Year Total: $34,291 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Dimension/Item Quantity Thickness 2 Haul 1 Removal of Asphalt Haul Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 25 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 4 8 inches Portland Cement Concrete Section No. 1 6 inches Grade W Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 0 Layer: Portland Cement Concrete Pavement Unit inch feet mile lb/ft3 lb/yd3 lb/yd3 mile Quantity Unit Unit Cost Total Cost 2664.64 SY $47.00 $125,238 2664.64 T/MI $0.38 $1,013 TOTAL $126,251 Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 749.43 T $17 $12,366 749.43 T/MI $0 $285 TOTAL $12,650 Year Total: $138,901 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Portland Cement Fly Ash Dimension/Item Quantity Thickness Top Width Haul 8 60 0.0757 145 470 157 1 Project Length Compacted Unit Weight Portland Cement Concrete Pavement Haul Quantity Thickness 6 Top Width 60 Dimension/Item Project Length 0.0757 Grading W Haul Compacted Unit Weight 125 Haul 1 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 4 5 % Slab Replacement Section No. 1 Grinding (driving lane only) Location Typical City block Sealing Joints Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Concrete Slab Replacement Unit % feet mile Quantity Unit Unit Cost Total Cost 133.232 SY $150.86 $20,099 TOTAL $20,099 Layer: Resealing Transverse Joints Unit ea ft mile Quantity Unit Unit Cost Total Cost 1362.6 LF $4.00 $5,450 TOTAL $5,450 Layer: Resealing Longitudinal Joints Unit ea mile Quantity Unit Unit Cost Total Cost 1199.088 LF $4.00 $4,796 TOTAL $4,796 Year Total: $10,247 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Project Length 0.0757 Concrete Slab Replacement Dimension/Item Quantity % Slab Replacement 5 Top Width 60 Dimension/Item Quantity Dimension/Item Quantity Number of Transverse Joints/Mile 300 Number of Longitudinal Joints 3 Project Length 0.0757 Resealing Longitudinal Joints Length of Transverse Joints 60 Project Length 0.0757 Resealing Transverse Joints ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 4 5 % Slab Replacement Section No. 1 Grinding (driving lane only) Location Typical City block Sealing Joints Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Concrete Slab Replacement Unit % feet mile Quantity Unit Unit Cost Total Cost 133.232 SY $150.86 $20,099 TOTAL $20,099 Layer: Grinding and Texturing Unit feet mile Quantity Unit Unit Cost Total Cost 2664.64 SY $2.43 $6,475 TOTAL $6,475 Layer: Resealing Transverse Joints Unit ea ft mile Quantity Unit Unit Cost Total Cost 1362.6 LF $4.00 $5,450 TOTAL $5,450 60 Resealing Transverse Joints Project Length Number of Transverse Joints/Mile 300 Top Width 60 Project Length 0.0757 0.0757 Length of Transverse Joints 0.0757 Project Length Concrete Slab Replacement Quantity Dimension/Item Grinding and Texturing Dimension/Item Quantity Dimension/Item Quantity % Slab Replacement Top Width 5 60 ---PAGE BREAK--- Layer: Resealing Longitudinal Joints Unit ea mile Quantity Unit Unit Cost Total Cost 1199.088 LF $4.00 $4,796 TOTAL $4,796 Year Total: $36,821 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Project Length 0.0757 Resealing Longitudinal Joints Number of Longitudinal Joints 3 Dimension/Item Quantity ---PAGE BREAK--- Unit Prices Item Unit Unit Price Source Plant Mix Wearing Course T $29.32 WYDOT Haul T/MI $0.38 modified from WYDOT Asphalt Binder PG 70-28 T $702.96 WYDOT Hydrated Lime T $143.43 WYDOT Application Rate Seal T $551.23 WYDOT Plant Mix Pavement T $31.20 WYDOT Hot Poured Crack Sealant lb $1.17 WYDOT Removal of Asphalt T $8.64 WYDOT Portland Cement Concrete Pavement SY $47.00 WYDOT Grading W T $16.50 local contractor Grinding and Texturing SY $2.43 WYDOT Resealing Joints LF $4.00 WYDOT Pit Run T $8.32 WYDOT Concrete Slab Replacement SY $150.86 WYDOT Plant Mix Leveling T 25.66 WYDOT Rap Placement T $5.75 modified from WYDOT Excavation CY $3.51 WYDOT Slurry Seal SY $1.00 Design and Maintence of Low Volume Roads *2009 WYDOT Weighted Bid Averages ---PAGE BREAK--- Inspiration l Innovation l Integrity City of Laramie Pavement Study City of Laramie Pavement Study Appendix H - Life Cycle Cost Comparisons Local Appendix H - Life Cycle Cost Comparisons Local PEOPLE WHO MAKE IT HAPPEN ---PAGE BREAK--- Design Life = 30 years Date: 6/7/2010 Discount Rate = 4 % Project = Laramie Pavement Study - Local Streets - Soil Zone 2 Model 1 Model 2 Asphaltic Concrete with Base and Subbase Asphaltic Concrete with Base Year Cost Estimate (per SY) Present Worth (per SY) Year Cost Estimate (per SY) Present Worth (per SY) 0 $23.50 $23.50 0 $25.33 $25.33 5 $1.00 $0.82 5 $1.00 $0.82 10 $0.03 $0.02 10 $0.03 $0.02 15 $1.00 $0.56 15 $1.00 $0.56 20 $12.87 $5.87 20 $12.87 $5.87 25 $0.03 $0.01 25 $0.03 $0.01 Totals $38.44 $30.78 Totals $40.27 $32.62 Model 3 Model 4 Asphaltic Concrete with Base and RAP Portland Cement Concrete Year Cost Estimate (per SY) Present Worth (per SY) Year Cost Estimate (per SY) Present Worth (per SY) 0 $22.21 $22.21 0 $39.13 $39.13 5 $1.00 $0.82 5 $0 $0 10 $0.03 $0.02 10 $3.85 $0 15 $1.00 $0.56 15 $0 $0 20 $12.87 $5.87 20 $13.82 $6.31 25 $0.03 $0.01 25 $0 $0 Totals $37.15 $29.50 Totals $56.79 $45.43 LIFE CYCLE COST ANALYSIS ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 0.75 inches PMWC Section No. 1 3 inches PMP Location Typical City block 6 inches Grade W Section Length 0.0757 miles 6 inches Pit Run Section Width 60 ft Year 0 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 434.6694 T $31.20 $13,[PHONE REDACTED] T/MI $0.38 $165 28.253511 T $702.96 $19,861 4.346694 T $143.43 $623 0.799392 T $551.23 $441 TOTAL $34,652 Dimension/Item Quantity Thickness Top Width 1 0.6 Project Length Compacted Unit Weight Asphalt Binder PG 70-28 Hydrated Lime 0.75 60 0.0757 145 6.5 1 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Haul Application Rate Seal Top Width 60 Project Length 0.0757 Emulsified Asphalt SS-1 (SEAL) Dimension/Item Quantity Thickness 3 Hydrated Lime 1 Haul 1 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Application Rate Seal 0.6 Plant Mix Pavement Haul ---PAGE BREAK--- Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 749.43 T $16.50 $12,366 749.43 T/MI $0.38 $285 TOTAL $12,650 Layer: Pit Run Sand and Gravel Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 749.43 T $8.32 $6,235 749.43 T/MI $0.38 $285 TOTAL $6,520 Excavation and haul Quantity Unit Unit Cost Total Cost [PHONE REDACTED] CY $3.51 $2,078 959 T/MI $1.17 $1,122 TOTAL $3,200 Year Total: $62,612 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Excavation Haul Dimension/Item Project Length 0.0757 Compacted Unit Weight 125 Quantity Thickness 6 Top Width 60 Haul 1 Project Length 0.0757 Grading W Haul Top Width 60 Pit Run Sand and Gravel Haul Dimension/Item Quantity Thickness 6 Compacted Unit Weight 125 Haul 1 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 5 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Unit Weight 68.59 # of Longitudinal Joints 3 Dimension/Item Quantity Project Length 0.0757 Slurry Seal Length of Transverse Joints 45 Depth of Transverse Joints 0.04 Width of Transverse Joints Width of Longitudinal Joints 0.02 0.02 Depth of Longitudinal Joints 0.04 Number of Transverse Joints/Mile 70 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 15 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Depth of Longitudinal Joints 0.04 Number of Transverse Joints/Mile 70 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Slurry Seal Length of Transverse Joints 45 Depth of Transverse Joints 0.04 Width of Transverse Joints 0.02 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 0.75 inches PMWC Section No. 1 2 inches PMP Location Typical City block 2 inches Removal of Asphalt (full width) Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 289.7796 T $31.20 $9,[PHONE REDACTED] T/MI $0.38 $110 18.835674 T $702.96 $13,241 2.897796 T $143.43 $416 0.799392 T $551.23 $441 TOTAL $23,248 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Quantity Thickness 2 Top Width 60 Project Length 0.0757 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Dimension/Item Quantity Thickness 0.75 Top Width 60 ---PAGE BREAK--- Layer: Removal of Asphalt Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 249.81 T $8.64 $2,158 249.81 T/MI $0.38 $95 TOTAL $2,253 Year Total: $34,291 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Haul 1 Removal of Asphalt Haul Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Dimension/Item Quantity Thickness 2 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 1 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 25 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Unit Weight 68.59 # of Longitudinal Joints 3 Dimension/Item Quantity Project Length 0.0757 Hot Poured Crack Sealant Length of Transverse Joints 45 Depth of Transverse Joints 0.04 Width of Transverse Joints Width of Longitudinal Joints 0.02 0.02 Depth of Longitudinal Joints 0.04 Number of Transverse Joints/Mile 70 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 5/19/2010 Model Information Section Information Model No. 2 0.75 inches PMWC Section No. 1 4 inches PMP Location Typical City block 6 inches Grade W Section Length 0.0757 miles 0 inches Pit Run Section Width 60 ft Year 0 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 579.5592 T $31.20 $18,[PHONE REDACTED] T/MI $0.38 $220 37.671348 T $702.96 $26,481 5.795592 T $143.43 $831 0.799392 T $551.23 $441 TOTAL $46,056 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Quantity Thickness 4 Top Width 60 Project Length 0.0757 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Dimension/Item Quantity Thickness 0.75 Top Width 60 ---PAGE BREAK--- Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 749.43 T $16.50 $12,366 749.43 T/MI $0.38 $285 TOTAL $12,650 Layer: Pit Run Sand and Gravel Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 0 T $8.32 $0 0 T/MI $0.38 $0 TOTAL $0 Year Total: $67,495 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Compacted Unit Weight 125 Haul 1 Pit Run Sand and Gravel Haul Thickness 0 Top Width 60 Project Length 0.0757 Haul 1 Grading W Haul Dimension/Item Quantity Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Dimension/Item Quantity Thickness 6 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 5 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 15 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 0.75 inches PMWC Section No. 1 2 inches PMP Location Typical City block 2 inches Removal of Asphalt (full width) Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 289.7796 T $31.20 $9,[PHONE REDACTED] T/MI $0.38 $110 18.835674 T $702.96 $13,241 2.897796 T $143.43 $416 0.799392 T $551.23 $441 TOTAL $23,248 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Quantity Thickness 2 Top Width 60 Project Length 0.0757 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Dimension/Item Quantity Thickness 0.75 Top Width 60 ---PAGE BREAK--- Layer: Removal of Asphalt Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 249.81 T $8.64 $2,158 249.81 T/MI $0.38 $95 TOTAL $2,253 Year Total: $34,291 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Haul 1 Removal of Asphalt Haul Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Dimension/Item Quantity Thickness 2 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 2 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 25 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 5/19/2010 Model Information Section Information Model No. 3 0.75 inches PMWC Section No. 1 3 inches PMP Location Typical City block 6 inches Grade W Section Length 0.0757 miles 4 inches RAP Section Width 60 ft Year 0 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 434.6694 T $31.20 $13,[PHONE REDACTED] T/MI $0.38 $165 28.253511 T $702.96 $19,861 4.346694 T $143.43 $623 0.799392 T $551.23 $441 TOTAL $34,652 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Quantity Thickness 3 Top Width 60 Project Length 0.0757 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Dimension/Item Quantity Thickness 0.75 Top Width 60 ---PAGE BREAK--- Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 749.43 T $16.50 $12,366 749.43 T/MI $0.38 $285 TOTAL $12,650 Layer: RAP Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 539.5896 T $5.75 $3,103 0 T/MI $0.00 $0 TOTAL $3,103 Year Total: $59,194 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Compacted Unit Weight 135 Haul 1 RAP Haul Thickness 4 Top Width 60 Project Length 0.0757 Haul 1 Grading W Haul Dimension/Item Quantity Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Dimension/Item Quantity Thickness 6 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 5 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Slurry Seal Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 15 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 2664.64 SY $1.00 $2,665 TOTAL $2,665 Year Total $2,665 Assumptions: Depth of Transverse Joints 0.04 Slurry Seal Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 0.75 inches PMWC Section No. 1 2 inches PMP Location Typical City block 2 inches Removal of Asphalt (full width) Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Plant Mix Wearing Course Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 108.66735 T $29.32 $3,186 108.66735 T/MI $0.38 $41 7.06337775 T $702.96 $4,965 1.0866735 T $143.43 $156 0.799392 T $551.23 $441 TOTAL $8,789 Layer: Plant Mix Pavement Unit inch feet mile lb/ft3 % % mile lb/yd2 Quantity Unit Unit Cost Total Cost 289.7796 T $31.20 $9,[PHONE REDACTED] T/MI $0.38 $110 18.835674 T $702.96 $13,241 2.897796 T $143.43 $416 0.799392 T $551.23 $441 TOTAL $23,248 Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Haul 1 Application Rate Seal 0.6 Plant Mix Pavement Haul Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Hydrated Lime 1 Quantity Thickness 2 Top Width 60 Project Length 0.0757 Plant Mix Wearing Course Haul Asphalt Binder PG 70-28 Hydrated Lime Emulsified Asphalt SS-1 (SEAL) Dimension/Item Hydrated Lime 1 Haul 1 Application Rate Seal 0.6 Project Length 0.0757 Compacted Unit Weight 145 Asphalt Binder PG 70-28 6.5 Dimension/Item Quantity Thickness 0.75 Top Width 60 ---PAGE BREAK--- Layer: Removal of Asphalt Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 249.81 T $8.64 $2,158 249.81 T/MI $0.38 $95 TOTAL $2,253 Year Total: $34,291 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Haul 1 Removal of Asphalt Haul Top Width 60 Project Length 0.0757 Compacted Unit Weight 125 Dimension/Item Quantity Thickness 2 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 3 Seal Cracks Section No. 1 Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 25 Layer: Seal Cracks Unit mile lb/ft3 ea ft ft ea ft ft ft Quantity Unit Unit Cost Total Cost 78.8808595 lb $1.17 $92 TOTAL $92 Year Total $92 Assumptions: Depth of Transverse Joints 0.04 Hot Poured Crack Sealant Number of Transverse Joints/Mile 70 Length of Transverse Joints 45 Width of Transverse Joints 0.02 # of Longitudinal Joints 3 Width of Longitudinal Joints 0.02 Depth of Longitudinal Joints 0.04 Dimension/Item Quantity Project Length 0.0757 Unit Weight 68.59 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 4 6 inches Portland Cement Concrete Section No. 1 6 inches Grade W Location Typical City block Section Length 0.0757 miles Section Width 60 ft Year 0 Layer: Portland Cement Concrete Pavement Unit inch feet mile lb/ft3 lb/yd3 lb/yd3 mile Quantity Unit Unit Cost Total Cost 2664.64 SY $34.00 $90,598 2664.64 T/MI $0.38 $1,013 TOTAL $91,610 Layer: Grading W Unit inch feet mile lb/ft3 mile Quantity Unit Unit Cost Total Cost 749.43 T $17 $12,366 749.43 T/MI $0 $285 TOTAL $12,650 Year Total: $104,261 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Project Length 0.0757 Grading W Haul Compacted Unit Weight 125 Haul 1 Portland Cement Concrete Pavement Haul Quantity Thickness 6 Top Width 60 Dimension/Item Haul 6 60 0.0757 145 470 157 1 Project Length Compacted Unit Weight Portland Cement Fly Ash Dimension/Item Quantity Thickness Top Width ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 4 5 % Slab Replacement Section No. 1 Grinding (driving lane only) Location Typical City block Sealing Joints Section Length 0.0757 miles Section Width 60 ft Year 10 Layer: Concrete Slab Replacement Unit % feet mile Quantity Unit Unit Cost Total Cost 133.232 SY $150.86 $20,099 TOTAL $20,099 Layer: Resealing Transverse Joints Unit ea ft mile Quantity Unit Unit Cost Total Cost 1362.6 LF $4.00 $5,450 TOTAL $5,450 Layer: Resealing Longitudinal Joints Unit ea mile Quantity Unit Unit Cost Total Cost 1199.088 LF $4.00 $4,796 TOTAL $4,796 Year Total: $10,247 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Number of Longitudinal Joints 3 Project Length 0.0757 Resealing Longitudinal Joints Length of Transverse Joints 60 Project Length 0.0757 Resealing Transverse Joints Dimension/Item Quantity Dimension/Item Quantity Number of Transverse Joints/Mile 300 Project Length 0.0757 Concrete Slab Replacement Dimension/Item Quantity % Slab Replacement 5 Top Width 60 ---PAGE BREAK--- Project No.: 5122.10609.01 Location: Laramie Pavement Study Project Length: 400 feet Date: 6/7/2010 Model Information Section Information Model No. 4 5 % Slab Replacement Section No. 1 Grinding (driving lane only) Location Typical City block Sealing Joints Section Length 0.0757 miles Section Width 60 ft Year 20 Layer: Concrete Slab Replacement Unit % feet mile Quantity Unit Unit Cost Total Cost 133.232 SY $150.86 $20,099 TOTAL $20,099 Layer: Grinding and Texturing Unit feet mile Quantity Unit Unit Cost Total Cost 2664.64 SY $2.43 $6,475 TOTAL $6,475 Layer: Resealing Transverse Joints Unit ea ft mile Quantity Unit Unit Cost Total Cost 1362.6 LF $4.00 $5,450 TOTAL $5,450 Dimension/Item Quantity % Slab Replacement Top Width 5 60 0.0757 Length of Transverse Joints 0.0757 Project Length Concrete Slab Replacement Quantity Dimension/Item Grinding and Texturing Dimension/Item Quantity Number of Transverse Joints/Mile 300 Top Width 60 Project Length 0.0757 60 Resealing Transverse Joints Project Length ---PAGE BREAK--- Layer: Resealing Longitudinal Joints Unit ea mile Quantity Unit Unit Cost Total Cost 1199.088 LF $4.00 $4,796 TOTAL $4,796 Year Total: $36,821 Assumptions: It is assumed that all Models will require the same amount of site preparatory work including site grading Project Length 0.0757 Resealing Longitudinal Joints Number of Longitudinal Joints 3 Dimension/Item Quantity ---PAGE BREAK--- Unit Prices Item Unit Unit Price Source Plant Mix Wearing Course T $29.32 WYDOT Haul T/MI $0.38 modified from WYDOT Asphalt Binder PG 70-28 T $702.96 WYDOT Hydrated Lime T $143.43 WYDOT Application Rate Seal T $551.23 WYDOT Plant Mix Pavement T $31.20 WYDOT Hot Poured Crack Sealant lb $1.17 WYDOT Removal of Asphalt T $8.64 WYDOT Portland Cement Concrete Pavement SY $34.00 WYDOT Grading W T $16.50 local contractor Grinding and Texturing SY $2.43 WYDOT Resealing Joints LF $4.00 WYDOT Pit Run T $8.32 WYDOT Concrete Slab Replacement SY $150.86 WYDOT Plant Mix Leveling T 25.66 WYDOT Rap Placement T $5.75 modified from WYDOT Excavation CY $3.51 WYDOT Slurry Seal SY $1.00 Design and Maintence of Low Volume Roads *2009 WYDOT Weighted Bid Averages ---PAGE BREAK--- Inspiration l Innovation l Integrity Offices In: Alaska Anchorage Juneau Palmer Arizona Tempe Tucson Montana Billings Bozeman Butte Great Falls Helena Miles City Washington Redmond Wyoming Gillette Lander Laramie Sheridan 1465 N. 4th Street Laramie, Wyoming 82072 Offices In: Alaska Anchorage Juneau Palmer Arizona Tempe Tucson Montana Billings Bozeman Butte Great Falls Helena Miles City Washington Redmond Wyoming Gillette Lander Laramie Sheridan