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Address Info: 1150 O Street, P.O. Box 758, Greeley, CO 80632   |    Phone: (970) 400-4225   |    Fax: (970) 336-7233   |    Email: egesick@weld.gov   |    Official: Esther Gesick - Clerk to the Board
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HomeMy WebLinkAbout20132641.tiffpk! FELSBURG rg HOLT & ULLEVIG connecting and enhancing communities May 3, 2013 MEMORANDUM TO: Ms. Elizabeth M. Smith, Senior Municipal Planning Specialist, Anadarko Petroleum FROM: Colleen Guillotte, P.E., Dave Hattan, P.E.,PTOE, Felsburg Holt & Ullevig SUBJECT: Well Site Accessed from WCR 49 (KMG 16-24i) FHU Reference No. 113115-01 This memorandum summarizes the potential traffic impacts that would be created by the proposed Well Site Pad (KMG 16-24i) to be located on the southeast corner of the intersection of CR 49 and CR 18.5 in Weld County, north of 1-76 (See Figure 1). This analysis summarizes the existing traffic volumes on CR 49, provides traffic forecasts for construction and operation of the well site, and analyzes traffic operations at the proposed site accesses and the intersection of CR 18,5 / CR 49 during construction and operation of the site. Existing Traffic Volumes A 48 -hour traffic count was conducted on CR 49 south of CR 18.5 adjacent to the site. The count indicated that CR 49 currently carries approximately 8,400 vehicles per day (vpd) in the project vicinity with approximately 21 percent trucks. The existing speed limit on CR 49 is 65 mph, while the 85th percentile speed in 61 mph in both directions. The traffic count information is attached. Trip Generation Trip generation for the SWD injection well and associated facility was determined based on construction and operation information provided by the developer, Anadarko Petroleum. Construction would include three separate phases: grading and dirt work (which would take approximately 1 month to complete), followed by facility construction (which would take approximately 10 months to complete), and then drilling of the wells (which would take approximately 15 days). Thus, the total construction time would be approximately 12 months. During this time, a variety of traffic generating activities would occur, creating a site that would be far more active than during the operational phase, at which time the site would require fewer trips. Based on information provided by Anadarko Petroleum, Tables 1 and 2 summarize the trip generation for the three construction phases and the operational phase, by site activity. As the tables indicate, even during the busier construction phases the site would generate, on average, approximately 200 trips per day (by way of comparison, a typical single family home generates 10 trips per day). Once complete and fully operational, the number of trips in and out of the site would be reduced by approximately two-thirds. 6300 South Syracuse Way, Suite 600 Centennial, CO 80111 tel 303.721.1440 fax 303.721.0832 www.fhueng.com info@fhueng.com May 3, 2013 Ms. Elizabeth M. Smith Page 2 Table 1. Well Site Trip Generation — Construction and Drilling Trip Type Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Grading and Dirt Work (approximate duration: 1 month) Worker Trips 20 8 1 9 1 8 9 Truck trips 20 1 1 2 1 1 2 Total Construction Trips 40 9 2 11 2 9 11 Facility Construction (approximate duration: 10 months) Worker Trips 35 13 2 15 2 13 15 Truck Trips 160 5 5 10 5 5 10 Total Construction Trips 195 18 7 25 7 18 25 Drilling of Well (approximate duration: 15 days) Worker Trips 160 64 8 72 8 64 72 Truck Trips 35 2 2 4 2 2 4 Total Construction Trips 195 66 10 76 10 66 76 Table 2. Well Site Trip Generation — Long Term Facility Operation Trip Type Daily AM Peak Hour PM Peak Hour In Out Total In 1 Out I Total Long Term Facility Operation Employee Trips 4 2 0 2 0 2 2 Visitor Trips 4 2 0 2 0 2 2 Truck Trips 60 2 4 6 4 2 6 Total Daily Trips 68 6 4 10 4 6 10 Traffic Volumes For the analysis. only the Drilling of Well and the Long Term Facility Operation phases were analyzed. The Drilling of Well phase was chosen because it has the highest peak hour traffic of any of the phases and is analyzed in the short term future. The Long Term Facility Operation phase was analyzed for the long term future because this will be the expected trip generation during most of the well's operating years. Based on information provided by conversations with Anadarko Petroleum, it is assumed that 60 percent of the traffic will come to / from the north on CR 49, while the remaining 40 percent comes to / from the south. The trips generated by the site during the Drilling of Well phase were distributed onto the roadway network based on this trip distribution and added to existing traffic to calculate the short term total traffic volumes, as shown in Figure 2. Figure 3 shows the long term total traffic volumes calculated with the same methodology using the Long Term Facility Operation traffic volumes and 2033 background traffic volumes. The 2033 background traffic volumes were forecasted using the Colorado Department of Transportation's (CDOT) 20 -year growth rate for 1-76 and applying it to the existing traffic on CR 49. May 3: 2013 Ms. Elizabeth M. Smith Page 3 Auxiliary Lanes For the purposes of determining auxiliary lane needs, Weld County utilizes the Colorado State Highway Access Code, and CR 49 is assumed to function as an R -A regional highway. A northbound left -turn deceleration lane is required if the peak hour turn volumes exceed 10 vph, which they do in the short term scenario. A southbound right -turn deceleration lane is required if the turn volumes exceed 25 vph, which they also do in the short term scenario. The Access Code does not give specific requirements for a left -turn acceleration lane, but says they should be used when unique factors deem it necessary. The 65 mph speed limit of CR 49, combined with the high volumes of trucks that will be making the eastbound left -turn are two factors that make a left -turn acceleration lanes recommended at this location. Having both left -turn acceleration and deceleration lanes would also help limit any potential site distance concerns at the intersection. The required lengths of the auxiliary lanes are provided in Table 3. Table 3. Auxiliary Lane Lengths Lane Length (Feet) Northbound Left Deceleration 825 Eastbound Left Acceleration 1380 Southbound Right Deceleration 800 Traffic Operations Traffic operations at the site driveway were evaluated according to techniques documented in the Highway Capacity Manual. (Transportation Research Board, 2000) (HCM-2000). Level of service (LOS) is a qualitative measure of traffic operational conditions, based on roadway capacity and vehicle delay. Levels of service are described by a letter designation ranging from LOS A to LOS F, with LOS A representing the best possible conditions and LOS F representing congested conditions. For unsignalized intersections, levels of service are calculated for movements which must yield right-of-way to other traffic movements. Figures 2 and 3 provide the short term and long term levels of service at the site driveways and the intersection of CR 49 / CR 18.5. As shown, the yielding movements at the driveways are anticipated to operate at LOS A during both peak hours. The eastbound approach at the intersection of CR 49 and CR 18.5 is forecasted to operate at LOS B or better in the short term scenario and LOS C or better in the long term scenario. It is not uncommon, however, for low volume movements from a side street along a higher volume roadway to experience poor levels of service. The eastbound approach only has 6 vehicles per hour during the peak hours in the long term scenario, but CR 49 has sufficiently high volumes that these vehicles would experience slightly longer delays. Conclusions and Recommendations The construction of the site would include three phases. It is assumed that one of the early construction efforts would be to pave WCR 18.5 from WCR 49 to the western site access. During the construction phase with the highest levels of peak hour trip generation, the intersection of CR 49 with CR 18.5 will require an 800 foot southbound right -turn deceleration lane and an 825 foot northbound left -turn deceleration lane. A 1380 foot eastbound left -turn acceleration lane is also recommended for safety reasons due to the high speed limit on CR 49 and the high percentage of truck traffic making that turning movement. May 3, 2013 Ms. Elizabeth M. Smith Page 4 All movements at the site accesses on CR 18.5 would operate at LOS A during both peak hours in both the short term and long term analysis. The eastbound approach at the intersection of CR 49 and CR 18.5 is expected to operate at LOS D or better during both scenarios. I trust this information is sufficient for your submittal needs for the project. If you have any questions or comments, please give me a call at (303) 721-1440. CR 22 v pp rd t,ri.t.c uLLE_vil, 52 SITE CR 18.5 CR 18 Hudson Figure 1 Vicinity Map NORTH WCR 49,1%11 SM. 13115, 04/29,113 Figure 2 Short -Term Total Traffic Volumes and Levels of Service •- ala Y CR 18.5 LEGEND 4r- a/a Y cv v 33(5)1(1) 2(0) 7(33) c7 XXX(XXX) = AM(PM) Traffic Volumes XXX(XX = AM/PM Truck Volumes XXXX = Daily Traffic Volumes x/x = AM/PM Level of Service -7-- a/a - a/a Y CR 18.5 Y 012) 3(2)1(2) U, co U, a) U 4_33(7)1(1) -33(5)11) M U, SITE b/b 1 Figure 3 Long -Term Total Traffic Volumes and Levels of Service 34)1(2) 3(2)1(2) v a► O CC U 2(0)- V 4(3)-- N N FPFFLSI UR[1 (4 HI.T & ULLEVIU M N SITE 4(2;2(1)--1 Aj b/c i NORTH WCR48.Wil SW 13115,06102n9 — . All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net NB Page 1 r Site Code: Station ID: CR49N/OCR18 Start Cars & 2 Axle Time Bikes Trailers Long 04124113 0 2 0 0 0 0 0 0 0 00:15 0 4 0 0 1 0 0 0 2 00:30 0 3 0 0 0 0 0 0 1 00:45 0 3 0 0 1 0 0 1 2 2 Axle 3 Axle 4 Axle <5 AxI 5 Axle >6 AxI Buses 6 Tire Single Single Double Double Double O 12 0 0 2 0 0 1 5 01:00 0 0 1 0 1 0 0 0 0 01 15 0 1 2 0 0 0 0 0 0 01:30 0 3 0 0 0 0 0 0 2 01:45 0 0 0 0 0 0 1 0 1 0 4 3 0 1 0 1 0 3 02:00 0 0 1 0 0 0 0 0 3 02:15 0 1 1 0 0 1 0 0 1 02:30 0 1 0 0 0 0 0 0 2 02:45 0 0 1 0 0 0 0 0 2 O 2 3 0 0 1 0 0 03:00 0 2 1 0 3 1 0 0 03:15 0 2 1 0 0 D 0 0 03:30 0 2 4 0 0 0 0 0 03:45 0 1 1 0 0 0 0 0 0 7 0 3 1 0 0 04:00 0 3 3 0 0 0 0 0 04:15 0 2 1 0 1 1 0 0 04:30 0 6 1 0 1 0 0 0 04:45 0 5 4 1 0 0 0 0 O 16 9 1 2 1 0 0 05:00 0 11 3 0 0 2 0 1 05:15 0 20 12 0 5 1 0 0 05:30 1 25 7 0 7 1 0 0 05:45 1 27 17 0 5 1 0 0 2 83 39 0 17 5 0 1 06:00 0 16 14 0 6 0 0 0 06:15 0 19 14 1 7 0 0 0 06:30 1 19 15 2 10 1 0 3 06:45 0 18 11 1 6 2 2 0 1 72 54 4 29 3 2 07:00 0 6 5 0 2 0 0 07:15 0 23 10 0 3 1 0 07:30 0 13 11 0 4 0 0 07:45 0 11 9 0 7 0 0 0 55 35 0 16 1 0 08:00 0 17 12 0 5 0 0 08:15 0 16 10 0 5 0 0 08:30 0 12 11 0 2 1 0 08:45 0 8 8 0 0 1 0 O 53 41 0 12 2 0 09:00 0 11 8 0 4 0 0 09:15 0 11 8 0 3 3 0 09:30 1 9 11 0 2 4 0 09:45 0 11 8 0 4 2 0 1 42 35 0 13 9 0 10:00 0 11 11 0 1 1 0 10:15 2 16 6 0 7 7 0 10:30 0 14 8 0 1 4 0 10:45 2 16 10 2 1 2 0 4 57 35 2 10 14 11:00 0 13 9 0 4 6 11:15 0 10 6 0 2 5 11:30 0 8 5 1 5 6 11:45 0 12 10 1 4 0 O 43 30 2 15 17 Total 8 446 291 9 120 54 Percent 0.7% 38.9% 25.4% 0.8% 10.5% 4 7% 8 1 0 2 2 5 0 2 0 1 3 2 5 4 3 14 3 4 8 1 5 1 20 2 O 6 0 O 9 0 O 1 2 0 2 1 0 18 3 1 3 1 2 6 1 0 a 1 2 5 0 5 22 3 O 3 0 2 11 0 2 3 0 4 7 0 8 24 0 3 3 0 O 6 0 2 3 0 1 2 1 O 6 14 1 0 1 6 2 1 2 9 1 O 1 7 2 0 1 6 3 1 5 28 8 4 29 164 17 03% 25% 14.3% 1 5% <6 Axl 6 Axle >6 Axl Multi Mufti Multi Total O 0 0 2 o o 0 7 o 0 0 4 0 0 0 7 o 0 0 20 0 0 0 2 O 0 0 3 0 0 0 5 0 0 0 2 O 0 0 12 0 0 0 4 O 0 0 4 0 0 0 3 O 0 0 3 0 0 0 14 0 0 0 6 0 0 0 3 0 0 0 8 O 0 0 4 0 0 0 23 O 0 0 6 0 0 0 7 O 0 o a 0 0 0 11 0 0 0 32 O 0 0 19 O 0 0 43 O 0 0 45 O 0 0 54 O 0 0 181 O 0 0 39 O 0 0 45 O 0 2 62 O 0 0 46 0 0 2 192 O 0 0 21 0 0 0 46 O 0 0 31 0 0 0 30 0 0 0 128 0 0 0 39 0 0 0 40 0 0 0 35 0 0 1 25 0 0 1 139 O 0 0 26 0 D 0 38 0 0 0 32 1 0 0 37 1 0 0 133 O 0 0 30 O 1 0 45 O 0 0 32 0 0 0 37 0 1 0 144 0 0 0 41 0 0 0 36 o 0 0 35 O 0 0 37 O 0 0 149 1 1 3 1147 0.1% 0.1% 0.3% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www, a I Itraff cdata. net NB Page 2 1111.10 Site Code: Station ID: CR 49 N/O CR 18 Start Time Bikes Cars & 2 Axle 2 Axle 3 Axle 4 Axle Trailers Long Buses 6 Tire Single Single 12 PM 1 7 4 0 1 2 12:15 0 19 7 0 4 0 12:30 1 13 7 2 2 1 12:45 0 12 4 0 3 1 2 51 22 2 10 4 13:00 0 11 8 0 1 4 13'15 0 9 6 0 4 11 13:30 0 12 7 1 2 1 13:45 0 14 8 2 2 1 0 48 27 3 9 17 14:00 0 17 5 2 1 1 14:15 0 17 8 0 8 7 14:30 1 18 6 1 2 3 14:45 0 18 8 0 2 2 1 70 25 3 13 13 15:00 0 13 10 0 2 1 15:15 0 16 7 0 2 9 15:30 0 22 12 0 3 2 15:45 0 25 10 3 3 4 O 76 39 3 10 16 16 00 1 37 10 0 3 12 1615 0 28 13 0 2 0 16.30 0 17 10 0 5 0 18:45 0 29 11 2 3 1 1 111 44 2 13 13 17:00 0 29 18 0 5 0 17:15 0 34 9 1 9 1 17:30 0 26 8 0 4 1 17:45 0 24 9 1 4 1 O 113 44 2 22 3 18:00 0 21 8 0 4 0 18:15 0 17 9 0 3 1 18:30 1 15 6 0 2 1 18:45 0 12 2 0 2 1 1 65 25 0 11 3 19:00 0 10 8 0 4 0 19:15 0 11 6 0 1 0 19:30 0 7 5 0 0 1 19:45 0 19 4 0 1 0 O 47 23 0 6 1 20:00 0 8 1 1 1 1 20:15 1 11 4 0 2 1 20:30 1 12 3 1 1 0 20:45 0 2 2 0 0 0 2 33 10 2 4 2 21:00 0 5 4 0 0 0 21:15 0 7 2 0 1 1 21:30 0 7 0 0 0 0 21:45 0 5 2 0 0 0 O 24 8 0 1 1 22:00 0 3 1 0 2 0 22:15 0 4 0 0 0 0 22:30 0 4 0 0 0 0 22:45 0 3 1 0 1 0 O 14 2 0 3 0 23:00 0 3 0 0 0 0 23:15 0 4 3 0 0 0 23:30 0 2 1 0 0 0 23:45 0 5 0 0 1 0 <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Double Double Double Multi Multi Multi Total 0 7 1 0 0 23 2 9 1 0 0 42 o 11 1 0 0 38 2 6 0 0 0 27 4 32 3 0 0 130 2 4 0 0 0 28 1 9 0 0 0 40 1 10 1 0 0 35 1 4 0 0 0 32 5 27 1 0 0 135 o 7 1 0 0 34 2 6 0 0 0 48 1 2 0 0 0 34 3 9 0 0 0 42 6 24 1 0 0 156 0 4 0 0 0 30 o 11 0 0 0 45 3 8 0 0 0 50 2 7 0 0 0 54 5 30 0 0 0 179 5 4 0 0 0 72 2 6 0 0 0 51 0 3 0 0 0 35 4 10 2 0 0 63 11 23 2 0 0 221 O 7 0 0 0 59 o 4 0 0 0 58 2 10 0 0 0 51 1 8 0 0 0 48 3 29 0 0 0 216 0 5 0 0 0 38 3 14 0 0 0 47 0 7 0 0 0 32 1 7 0 0 0 25 4 33 0 0 0 142 O 2 0 0 0 24 O 2 0 0 0 20 0 7 0 0 0 20 O 3 0 0 0 27 O 14 0 0 0 91 o 0 0 0 0 12 2 7 0 0 0 28 0 3 0 0 0 21 O 2 0 0 0 6 2 12 0 0 0 67 O s o 0 0 14 O 5 0 0 0 16 O 6 0 0 0 13 1 4 0 0 0 12 1 20 0 0 0 55 1 2 0 0 0 9 O 5 0 0 0 9 O 0 0 0 0 4 O 1 0 0 0 6 1 6 0 0 G 28 O 3 0 0 0 6 O 1 0 0 0 8 0 3 0 0 0 6 O 4 1 0 0 11 0 11 1 0 0 31 O 14 4 0 1 0 Total 7 664 273 17 103 73 1 Percent 0.5% 45,8% 18.8% 1.2% 7.1% 5.0% 0.1% 42 263 8 0 0 1451 2 9% 18 1% 0.6% 0.0% 0.0% 0.0% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net NB Page 3 IMP Site Code Station ID: CR49N/OCR18 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 AxI 5 Axle >6 AxI <6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi 04/25/13 0 2 0 0 0 0 0 0 1 0 0 00:15 0 0 0 0 0 0 0 0 8 0 0 00:30 0 1 1 0 1 0 0 0 2 0 0 00:45 0 0 1 0 0 0 0 0 3 0 0 O 3 2 0 1 0 0 0 14 0 0 01:00 0 3 0 0 2 0 0 2 0 0 0 01:15 0 0 0 0 2 2 0 0 8 0 0 01:30 0 0 1 0 0 0 0 0 0 0 0 01:45 0 2 1 0 0 0 0 0 0 0 0 O 5 2 0 4 2 0 2 6 0 0 02:00 0 3 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 2 0 0 02:30 0 2 0 0 0 0 0 0 2 0 0 02:45 0 2 0 0 0 0 0 0 0 0 0 O 7 0 0 0 0 0 0 4 0 0 03:00 0 3 0 0 2 0 0 0 3 0 0 03:15 0 0 0 0 0 0 0 0 2 0 0 03:30 0 1 3 0 0 0 0 0 1 0 0 03:45 0 1 4 0 0 1 0 0 3 0 0 O 5 7 0 2 1 0 0 9 0 0 04:00 0 2 3 0 6 0 0 0 0 0 0 04:15 1 7 2 0 0 0 0 0 3 0 0 04:30 0 6 2 0 2 0 0 0 0 0 0 04:45 0 7 2 0 0 0 0 1 0 0 0 1 22 9 0 8 0 0 1 3 0 0 05:00 0 10 5 0 3 0 0 1 2 0 0 05:15 0 28 6 0 4 0 0 0 2 0 0 05:30 0 27 12 0 4 1 0 0 5 0 0 05:45 1 16 12 0 4 0 0 0 3 0 0 1 81 35 0 15 1 0 1 12 0 0 06.00 0 20 23 0 8 0 0 0 3 0 0 06:15 0 17 17 0 8 2 1 1 3 1 0 06:30 0 23 13 0 9 0 2 2 7 1 0 06:45 0 10 6 1 7 0 0 1 5 0 0 0 70 59 1 32 2 3 4 18 2 0 07:00 0 15 12 0 2 1 0 1 9 2 0 07:15 0 19 1 0 5 2 0 1 3 0 0 07:30 0 21 10 0 6 5 0 0 8 0 0 07:45 0 15 7 0 1 1 0 2 3 1 0 O 70 30 0 14 9 0 4 21 3 0 08:00 0 14 9 0 7 0 0 2 9 0 0 08:15 0 19 6 0 1 1 0 5 8 0 0 08:30 0 14 5 0 3 2 0 0 7 1 0 08:45 0 16 11 0 3 2 0 0 7 0 0 O 63 31 0 14 5 0 5 31 1 0 09:00 0 11 7 0 4 1 0 2 10 1 0 09.15 0 14 8 D 2 1 0 1 4 1 0 09:30 0 16 5 1 1 2 0 0 5 1 0 09:45 0 13 8 0 3 2 0 1 4 1 0 0 54 28 1 10 6 0 4 23 4 0 10:00 0 10 7 0 4 5 0 0 8 0 0 10:15 1 20 4 0 2 7 0 3 8 1 0 10:30 0 14 6 1 1 7 0 0 4 1 0 10:45 2 10 a 1 1 1 0 1 4 0 0 3 54 25 2 8 20 0 4 24 2 0 11:00 1 10 7 0 1 3 0 2 15 0 0 11.15 0 10 8 0 4 6 0 6 10 2 0 11:30 0 12 5 1 3 4 0 2 7 1 0 11:45 1 9 8 1 0 3 0 2 2 1 0 2 41 26 2 8 16 0 12 34 4 0 6 Axle Multi >6 Axl Multi Total O 3 O 8 O 5 0 4 O 20 O 7 O 10 0 1 O 3 O 21 0 3 O 2 O 4 0 2 O 11 0 8 0 2 O 5 0 9 O 24 O 11 0 13 O 10 0 10 O 44 O 21 0 40 0 49 0 36 0 146 O 54 O 50 O 57 O 30 O 191 O 42 0 31 0 48 O 30 O 151 O 41 O 38 O 32 O 39 O 150 O 36 O 31 O 31 O 32 C 130 O 34 0 46 0 34 O 28 O 142 O 39 O 46 O 35 O 25 O 145 Total 7 475 254 6 116 62 3 37 199 16 0 Percent 0.8% 40.4% 21.6% 0.5% 9.9% 5.3% 0 3% 3.1% 16.9% 1.4% 0.0% 0 1175 0.0% 0.0% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge.CO 80033 www.alltrafficdata.net NB Page 4 Site Code: Station ID: CR49NIOCR18 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 AxI 5 Axle >6 AxI <6 Axl 6 Axle >6 AxI Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12 PM 1 13 6 1 3 1 0 3 11 2 0 0 0 41 12:15 0 16 8 0 0 3 0 6 2 0 0 0 0 35 12:30 0 16 11 0 3 0 0 5 10 1 0 0 0 46 12:45 0 10 9 0 3 9 0 1 8 0 0 0 0 40 1 55 34 1 9 13 0 15 31 3 0 0 0 162 13:00 0 20 6 0 3 5 1 3 7 0 0 0 0 45 13:15 0 15 9 0 1 9 0 2 10 0 0 0 0 46 13:30 0 19 7 0 3 1 0 2 6 0 0 0 0 38 13:45 0 24 7 1 2 3 0 4 6 0 0 0 0 47_ O 78 29 1 9 18 1 11 29 0 0 0 0 176 14:00 0 19 13 1 3 2 0 4 10 0 0 0 0 52 14:15 0 15 6 0 7 3 0 1 5 0 0 0 0 37 14:30 0 22 8 2 2 1 0 3 8 0 0 0 0 46 14:45 0 35 7 0 6 9 0 1 5 1 0 0 0 84 O 91 34 3 18 15 0 9 28 1 0 0 0 199 15:00 0 24 8 0 2 2 0 1 7 1 0 0 0 45 15:15 0 28 5 0 6 1 0 1 5 0 0 0 0 46 15:30 0 33 7 2 7 1 0 2 5 0 0 0 0 57 15:45 0 29 12 2 5 4 0 2 9 0 0 0 0 63 O 114 32 4 20 8 0 6 26 1 0 0 0 211 16:00 0 38 9 0 5 4 0 3 5 0 0 0 0 64 16:15 0 31 17 0 0 1 0 2 3 2 0 0 0 56 16:30 0 38 12 1 1 1 1 3 4 0 0 0 0 61 16:45 0 24 9 0 1 1 0 3 4 1 0 0 0 43 O 131 47 1 7 7 1 11 16 3 0 0 0 224 17:00 0 37 15 0 3 2 0 7 16 0 0 0 0 80 17:15 1 41 14 0 4 1 0 6 10 1 0 0 2 80 17:30 0 19 8 0 3 1 0 1 1 1 0 0 0 32 17:45 0 27 3 0 5 2 0 2 7 0 0 0 0 46 1 124 38 0 15 6 0 16 34 2 0 0 2 238 18:00 0 27 9 0 3 1 0 1 7 0 0 0 0 48 18:15 0 22 10 0 2 1 0 1 5 0 0 0 0 41 18:30 0 17 6 0 3 1 0 5 2 0 0 0 0 34 18:45 0 16 6 1 5 0 0 1 4 0 0 0 0 33 O 82 31 1 13 3 0 8 18 0 0 0 0 158 19:00 0 25 1 0 3 0 0 0 4 0 0 0 0 33 19:15 0 34 12 1 1 0 0 0 3 0 0 D 0 51 19:30 0 12 10 1 2 0 0 0 2 0 0 0 0 27 19:45 1 5 8 0 1 0 0 0 3 0 0 0 0 18 1 76 31 2 7 0 0 0 12 0 0 0 0 129 20:00 1 7 3 0 2 D 0 1 0 0 0 0 0 14 20:15 0 13 4 0 4 1 0 0 1 0 0 0 0 23 20:30 0 10 1 0 1 1 0 3 4 0 0 0 0 20 20:45 1 11 2 2 0 1 0 0 5 0 0 0 0 22 2 41 10 2 7 3 0 4 10 0 0 0 0 79 21:00 0 10 5 0 1 0 0 0 2 0 0 0 0 18 21:15 0 10 5 0 0 0 0 1 2 0 0 0 0 18 21:30 0 4 6 0 0 0 0 0 1 0 0 0 0 11 21:45 0 4 2 0 0 0 0 0 6 0 0 0 0 12 O 28 18 0 1 0 0 1 11 0 0 0 0 59 22:00 0 5 1 0 0 1 0 1 0 0 0 0 0 8 22:15 0 6 1 0 0 1 0 0 2 1 0 0 0 11 22:30 0 3 0 0 1 0 0 1 2 0 0 0 0 7 22:45 0 2 2 0 0 0 0 0 3 0 0 0 0 7 0 16 4 0 1 2 0 2 7 1 0 0 0 33 23:00 0 4 1 0 0 0 0 0 0 0 0 0 0 5 23:15 0 2 2 0 0 0 0 0 1 0 0 0 0 6 23:30 0 3 0 0 1 0 0 1 3 0 0 0 0 8 23:45 0 1 0 0 1 1 0 0 8 0 0 0 0 11 O 10 3 0 2 1 0 1 12 0 0 0 0 29 Total 5 846 311 15 109 76 2 84 234 11 0 0 2 1605 Percent 0 3% 49 9% 18 3% 0.9% 6 4% 4.5% 0.1% 5.0% 13,8% 0 6% 0 0% 0.0% 0.1% Grand Total Percent 27 2431 1129 47 448 265 10 192 860 52 1 1 5 5488 0 5% 44 5% 20.6% 0 9% 8 2% 4 8% 0.2% 3.5% 15.7% 1.0% 0 0% 0.0% 0.1% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net SB Page 5 IMP Site Code: Station ID: CR49N/OCR18 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl Tune Bikes Trailers Long Buses 6 Tire Single Single Double Double Double 04/24/13 0 0 0 1 2 0 0 1 0 0 00:15 0 1 1 0 0 0 0 2 0 0 00:30 0 2 0 0 1 0 0 2 0 0 00:45 0 0 0 0 0 0 0 1 0 0 <6 Axl Multi 6 Axle >6 Axl Multi Mul' Total 0 4 0 4 0 5 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 3 1 1 3 0 0 6 0 0 01:00 0 0 0 0 2 0 0 3 0 0 01:15 0 0 2 0 1 0 0 1 0 0 01:30 0 1 0 1 0 0 0 1 0 0 01:45 0 1 0 0 2 0 0 1 0 0 O 2 2 1 5 0 0 6 0 0 02:00 0 1 1 0 0 0 0 0 1 0 02:15 0 2 0 0 0 0 0 1 0 0 02:30 0 0 0 0 0 0 0 0 0 0 02:45 0 1 1 0 1 0 0 1 0 0 O 4 2 0 1 0 0 2 1 0 0300 0 2 0 0 0 0 0 0 0 0 03 15 0 2 1 0 0 1 0 1 0 0 03:30 0 9 0 1 2 0 0 3 0 0 03:45 0 3 0 0 2 0 0 2 0 0 O 16 1 1 4 1 0 6 0 0 04:00 0 2 0 1 0 0 0 5 0 0 04:15 0 3 4 0 2 0 0 1 0 0 04:30 0 11 4 0 3 0 0 2 1 0 04:45 0 5 4 1 0 0 0 5 1 0 0 21 12 2 5 0 0 13 2 0 05:00 0 5 1 0 2 0 0 3 1 0 05:15 0 14 8 0 3 0 0 5 0 0 06:30 0 14 6 0 2 0 0 3 2 0 05:45 0 18 9 0 5 0 0 2 0 0 14 5 4 3 4 16 3 3 0 4 10 2 5 15 7 29 8 10 21 16 55 12 30 27 34 O 51 24 0 12 0 0 13 3 0 0 06:00 0 18 7 1 5 0 0 5 1 0 0 06:15 0 27 11 2 13 0 0 9 0 0 0 06:30 1 29 13 0 6 0 0 5 0 0 0 06:45 2 35 14 1 2 0 0 3 0 0 0 3 107 45 4 26 0 0 22 1 0 0 07:00 1 23 10 2 9 3 0 6 1 0 0 07:16 0 27 5 0 3 1 0 3 0 0 0 07:30 0 31 9 4 3 1 0 5 5 0 0 07:45 0 25 10 2 4 0 0 7 4 0 0 1 106 34 8 19 5 0 21 10 0 0 08:00 0 21 11 1 6 2 0 8 1 0 0 08:15 0 17 8 2 9 1 0 7 1 0 0 08:30 0 12 6 0 2 1 0 6 0 0 0 08:45 0 12 9 2 2 5 0 5 2 0 0 O 62 34 5 19 9 0 26 4 0 0 09:00 1 27 5 1 4 3 0 5 8 0 0 09:15 0 7 4 1 5 4 0 3 3 0 0 09:30 0 11 6 4 2 0 0 9 1 0 0 09:45 1 20 5 3 9 2 0 8 3 0 0 2 65 20 9 20 9 0 25 15 0 0 10:00 0 10 7 3 8 2 0 7 1 0 0 10:15 0 15 5 1 5 3 0 8 0 0 0 10:30 0 23 10 3 8 1 0 8 0 0 0 10:45 0 18 5 0 1 0 0 12 0 0 0 0 66 27 7 20 6 0 35 1 0 0 11:00 1 13 14 5 4 1 0 8 0 0 0 11.15 0 9 16 1 6 0 0 2 1 0 0 11:30 0 20 13 3 7 1 0 13 1 0 0 11:45 0 13 6 6 11 0 0 11 0 0 0 1 55 49 15 28 2 0 34 2 0 0 Total 7 558 251 53 162 32 0 209 39 0 0 Percent 0.5% 42 6% 19.1% 4.0% 12.4% 2.4% 0.0% 15.9% 3.0% 0.0% 0.0% 0.0% 0.0% 103 35 62 54 57 208 55 39 58 52 204 50 45 27 37 159 54 27 33 51 165 38 37 51 36 162 46 35 58 47 186 1311 All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net SB Page 6 Site Code: Station ID: CR49NMOCR18 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12 PM 2 17 4 6 8 0 0 7 0 0 0 0 43 12:15 0 18 7 1 7 1 0 8 0 0 0 0 40 12:30 0 19 8 2 6 0 0 9 0 0 0 0 43 12:45 0 15 7 4 7 0 0 7 0 0 0 0 40 2 69 26 12 27 1 0 29 0 0 0 0 166 13:00 0 12 8 2 8 0 0 2 0 0 0 0 32 13:15 1 5 11 0 4 0 0 0 0 0 0 0 21 13:30 0 12 13 5 7 0 0 5 0 0 0 0 42 13:45 0 17 4 1 4 1 0 14 1 0 0 0 42 1 46 36 8 23 1 0 21 1 0 0 0 137 14:00 0 13 6 0 6 0 0 0 0 0 0 0 25 14:15 1 21 13 4 7 1 0 11 0 0 0 0 58 14:30 0 12 4 3 2 0 0 7 0 0 0 0 28 14:46 1 21 5 2 10 0 0 5 1 0 0 0 45 2 67 28 9 25 1 0 23 1 0 0 0 156 15:00 0 24 7 1 12 1 0 5 1 0 0 0 51 15:15 0 20 8 1 4 0 0 7 0 0 0 0 38 15:30 1 18 15 3 8 0 0 4 0 0 0 0 47 15:45 0 16 8 5 6 0 0 8 0 0 0 0 43 1 78 36 10 28 1 0 24 1 0 0 0 179 16:00 0 18 8 2 4 2 0 5 0 0 0 0 39 16:15 0 23 14 2 5 0 0 3 0 0 0 0 47 16:30 1 32 23 2 10 0 0 5 2 0 0 0 75 16:45 0 23 22 2 11 0 0 4 0 0 0 0 62 1 96 67 8 30 2 0 17 2 0 0 0 223 17:00 0 15 12 2 14 0 0 6 0 0 0 0 49 17:15 2 48 31 1 4 0 0 4 0 0 0 0 90 17:30 0 33 21 1 9 0 0 4 0 0 0 0 68 17:45 1 40 24 2 12 0 0 5 0 0 0 0 84 3 136 88 6 39 0 0 19 0 0 0 0 291 18:00 0 30 14 0 6 1 0 8 0 0 0 0 59 18:15 0 11 8 0 3 0 0 5 0 0 0 0 27 18:30 0 20 4 0 4 0 0 4 0 0 0 0 32 18:45 0 14 4 1 3 D 0 4 0 0 0 0 26 0 75 30 1 16 1 0 21 0 0 0 0 144 19:00 0 14 3 3 8 0 0 3 0 0 0 0 29 19:15 0 7 3 1 0 0 0 2 0 0 0 0 13 19:30 0 10 3 0 4 0 0 1 0 0 0 0 18 19:45 0 7 4 0 4 0 0 5 0 0 0 0 20 0 38 13 4 14 0 0 11 0 0 0 0 80 20:00 0 12 7 1 7 0 0 2 0 0 0 0 29 20:15 1 10 5 3 1 0 0 4 0 0 0 0 24 20:30 0 9 6 0 1 0 0 4 1 0 0 0 21 20:45 0 3 1 0 2 D 0 3 0 0 0 0 9 1 34 19 4 11 0 0 13 1 0 0 0 83 21:00 0 5 2 0 0 0 0 0 0 0 0 0 7 21:15 0 9 2 0 0 0 0 2 0 0 0 0 13 21:30 0 7 2 2 2 0 0 1 0 0 0 0 14 21:45 0 3 1 0 0 0 0 1 0 0 0 0 5 0 24 7 2 2 0 0 4 0 0 0 0 39 22:00 0 5 1 0 1 0 0 1 0 0 0 0 8 22:15 0 2 2 0 0 0 0 2 0 0 0 0 6 22:30 0 3 1 1 0 0 0 5 1 0 0 0 11 22:45 0 4 0 0 1 0 0 5 0 0 0 0 10 0 14 4 1 2 0 0 13 1 0 0 0 35 23:00 0 3 0 0 2 0 0 1 0 0 0 0 6 23:15 0 1 0 0 1 0 0 1 0 0 0 0 3 23:30 0 1 0 1 0 0 0 1 0 0 0 0 3 23:45 0 4 0 1 0 0 0 7 0 0 0 0 12 0 9 0 2 3 0 0 10 0 0 0 0 24 Total 11 686 354 67 220 7 0 205 7 0 0 0 1557 Percent 0.7% 44 1% 22.7% 4 3% 14.1% 0.4% 0.0% 13.2% 0.4% 0 0% 0 0% 0.0% 0 0% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net SB Page 7 Site Code: Station ID: CR49N/OCR18 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 04/25/13 0 2 0 0 1 0 0 1 0 0 0 0 0 4 00:15 0 1 0 1 0 0 0 1 0 0 0 0 0 3 00:30 0 1 0 0 0 0 0 0 0 0 0 0 0 1 00:45 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 5 1 1 1 0 0 2 0 0 0 0 0 10 01:00 0 0 0 0 0 0 0 1 0 0 0 0 0 1 01:15 0 1 0 0 1 0 0 1 0 0 0 0 0 3 01:30 0 3 0 0 0 0 0 3 0 0 0 0 0 6 01:45 0 2 1 0 0 0 0 1 0 0 0 0 0 4 0 6 1 0 1 0 0 6 0 02:00 0 1 0 0 1 0 0 4 0 02:15 0 1 0 1 1 0 0 2 1 02:30 0 3 0 0 0 0 0 3 0 02:45 0 2 0 0 0 0 0 1 0 0 7 0 1 2 0 0 10 1 03:00 0 3 0 0 0 0 0 0 0 03:15 0 4 0 0 0 0 0 0 0 03:30 0 7 2 0 1 0 0 1 1 03:45 0 3 2 0 2 1 0 2 0 O 17 4 0 3 1 0 3 1 04:00 0 3 1 0 3 0 0 1 0 04:15 1 4 1 1 2 0 0 2 0 04:30 0 8 7 1 2 0 0 3 0 04:45 0 7 3 0 2 0 0 4 0 1 22 12 2 9 0 0 10 0 05:00 0 7 3 1 2 0 0 3 1 05:15 0 22 5 0 3 1 0 4 0 05:30 0 19 6 0 3 0 0 6 0 05:45 1 15 9 2 4 0 0 8 0 1 63 23 3 12 1 0 21 1 06:00 0 29 9 0 6 0 0 4 1 06:15 0 32 14 5 7 0 0 9 0 06:30 1 33 12 0 10 1 0 9 0 06:45 0 25 12 3 4 0 0 5 0 1 119 47 8 27 1 0 27 1 07:00 0 31 8 2 8 0 0 8 0 07:15 0 28 8 0 8 0 0 3 0 07:30 0 39 8 2 6 0 0 9 2 07:45 0 35 11 2 5 1 0 8 4 O 133 33 6 25 1 0 28 6 08:00 0 15 14 5 7 0 0 13 0 08:15 0 12 8 4 3 1 0 8 1 0830 0 22 8 1 9 2 0 4 1 08:45 1 18 6 0 14 1 0 5 2 1 67 34 10 33 4 0 30 4 09:00 0 18 6 1 8 1 0 6 1 09:15 0 18 12 2 10 0 0 14 1 09:30 0 10 7 1 5 1 0 3 0 09:45 0 17 4 6 4 3 0 14 2 O 63 29 10 27 5 0 37 4 10:00 0 9 6 4 4 1 0 9 0 10:15 0 15 10 1 2 0 0 11 1 10:30 1 16 5 4 4 1 0 8 1 10:45 0 15 6 2 5 1 0 13 2 1 55 27 11 15 3 0 41 4 11:00 0 26 8 2 8 2 0 6 0 11:15 0 12 8 4 6 0 0 5 1 11:30 0 18 7 2 10 0 0 9 0 11:45 0 14 5 3 3 2 0 8 1 0 0 0 14 o 0 0 6 O 0 0 6 0 0 0 6 O 0 0 3 0 0 0 21 O 0 0 3 0 0 0 4 0 0 0 12 0 0 0 10 0 0 0 29 O 0 0 8 O 0 0 11 O 0 0 21 0 0 0 16 0 0 0 56 0 0 0 17 0 0 0 35 0 0 0 34 0 0 0 39 O 0 0 125 O 0 0 49 O 0 0 67 O 0 0 66 0 0 0 49 O o 0 231 0 0 0 53 0 0 0 47 O 0 0 66 O 0 0 66 O 0 0 232 O 0 0 54 O 0 0 35 O 0 0 47 O 0 0 47 O 0 0 183 O 0 0 41 O 0 0 57 O 0 0 27 O 0 0 50 O 0 0 175 O 0 0 33 O 0 0 40 O 0 0 40 O 0 0 44 O 0 0 157 O 0 0 50 O 0 0 36 O 0 0 46 O 0 0 34 0 0 0 166 O 70 28 11 25 4 0 26 2 5 627 239 63 180 20 0 241 24 Total Percent 0.4% 44.8% 17.1% 4.5% 12.9% 1.4% 0.0% 17.2% 1.7% 0.0% 0 0 0 1399 0.0% 0.0% 0.0% All Traffic Data Services. Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata net SB Page 8 Site Code: Station ID: CR 49 WO CR 18 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 AxI 5 Axle >6 AxI <6 Axt 6 Axle >6 AxI Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12 PM 1 16 8 3 8 0 0 11 0 0 0 0 0 47 12:15 1 25 5 2 8 1 0 5 0 0 0 0 0 47 12:30 1 18 7 3 6 0 0 4 0 0 0 0 0 38 12:45 1 18 7 5 5 0 0 8 0 0 0 0 0 42 4 75 27 13 28 1 0 28 0 0 0 0 0 174 13:00 0 18 3 1 3 0 0 8 1 0 0 0 0 32 13:15 0 16 11 2 8 0 0 8 0 0 0 0 0 45 13:30 0 21 6 2 10 2 0 8 0 0 0 0 0 47 13:45 1 20 10 3 8 1 0 8 0 0 0 0 0 51 1 75 30 8 29 3 0 28 1 0 0 0 0 175 14:00 0 11 4 1 8 1 0 10 0 0 0 0 0 33 14:15 1 23 8 2 7 0 0 9 0 0 0 0 0 50 14:30 1 10 2 0 3 0 0 4 0 0 0 0 0 20 14:45 0 29 4 1 0 0 0 2 0 0 0 0 0 36 2 73 18 4 18 1 0 25 0 0 0 0 0 139 15:00 0 26 3 5 7 0 0 7 0 0 0 0 0 48 15:15 0 27 7 3 4 0 0 8 0 0 0 0 0 49 15:30 1 28 12 1 4 1 0 1 1 0 0 0 0 49 15:45 1 29 13 0 3 0 0 4 0 0 0 0 0 60 2 110 35 9 18 1 0 20 1 0 0 0 0 198 16:00 1 33 12 3 2 0 0 7 0 0 0 0 0 68 16:15 2 29 12 5 9 0 0 8 0 0 0 0 0 83 18:30 0 27 11 1 8 0 0 4 0 0 0 0 0 49 18:45 0 38 24 2 14 0 0 11 1 0 0 0 0 88 3 125 69 11 31 0 0 28 1 0 0 0 0 258 17:00 1 22 17 0 10 1 0 6 0 0 0 0 0 57 17:15 0 45 22 1 10 0 0 6 1 0 0 0 0 85 17:30 1 39 17 3 14 0 0 5 0 0 0 0 0 79 17:45 1 3D 21 0 11 0 3 0 0 0 0 0 67 3 138 77 4 45 2 0 20 1 0 0 0 0 288 18:00 0 22 13 1 2 0 0 5 0 0 0 0 0 43 18:15 0 21 8 0 2 1 0 2 0 0 0 0 0 34 18:30 0 16 7 0 5 0 0 4 0 0 0 0 0 32 18:45 0 16 5 0 3 0 0 1 0 0 0 0 0 24 O 74 33 1 12 1 0 12 0 0 0 0 0 133 19:00 0 11 8 0 4 0 0 8 0 0 0 0 0 29 19:15 0 10 1 2 4 0 0 5 0 0 0 0 0 22 19:30 0 7 4 0 4 0 0 1 0 0 0 0 0 16 19:45 1 11 4 0 3 0 0 6 0 0 0 0 0 25 1 39 15 2 15 0 0 20 0 0 0 0 0 92 20:00 0 8 0 1 1 0 0 3 0 0 0 0 0 13 20:15 0 9 2 0 1 0 0 1 0 0 0 0 0 13 20:30 0 4 1 1 0 0 0 4 0 0 0 0 0 10 20:45 0 6 3 1 1 0 0 5 1 0 0 0 0 17 0 27 6 3 3 0 0 13 1 0 0 0 0 53 21:00 0 6 2 0 2 0 0 3 0 0 0 0 0 13 21:16 0 5 0 0 0 0 0 1 0 0 0 0 0 6 21:30 0 4 3 1 1 0 0 2 0 0 0 0 0 11 21:45 0 4 1 0 2 0 0 0 0 0 0 0 0 7 O 19 6 1 5 0 0 6 0 0 0 0 0 37 22:00 0 6 0 0 1 0 0 0 0 0 0 0 0 7 22:15 0 5 0 0 1 0 0 3 0 0 0 0 0 9 22:30 0 4 1 1 2 0 0 4 0 0 0 0 0 12 22:45 0 4 1 0 1 0 0 2 0 0 0 0 0 8 O 19 2 1 5 0 0 9 0 0 0 0 0 98' 23:00 0 5 1 0 0 0 0 2 0 0 0 0 0 8 23:15 0 3 0 0 0 0 0 1 0 0 0 0 0 4 23:30 0 1 0 0 0 0 0 0 0 0 0 0 0 1 23:45 0 4 0 0 0 0 0 2 0 0 0 0 0 6 O 13 1 0 0 0 0 5 0 0 0 0 0 19 Total 16 785 309 57 205 9 0 214 5 0 0 0 0 1800 Percent 1.0% 49.1% 19.3% 3 6% 12.8% 0 6% 0.0% 13.4% 0 3% 0.0% 0.0% 0.0% 0.0% Grand 39 2656 1153 240 767 68 0 869 75 0 0 0 0 5887 Total Percent 0.7% 45.3% 19 7% 4 1% 13 1% 1.2% 0.0% 14.8% 1 0.0% 0 0% 0.0% 0 0% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net NB Page 1 41111110 Site Code: 1 Station ID: 1 CR 49 N/O CR 18 Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 04/24/13 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 00:15 1 0 0 0 0 0 0 0 1 4 1 0 0 0 7 00:30 0 0 0 0 0 0 0 1 0 1 2 0 0 0 4 00:45 0 0 0 0 0 0 0 0 3 2 1 1 0 0 7 1 0 0 0 0 0 0 1 4 7 6 1 0 0 20 01:00 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 01:15 1 0 0 0 0 0 0 1 0 0 0 1 0 0 3 01:30 0 0 0 0 0 0 0 0 1 2 2 0 0 0 5 01:45 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 1 0 0 0 0 1 0 3 2 2 2 1 0 0 12 02:00 0 0 0 0 0 1 0 0 1 2 0 0 0 4 02:15 0 0 0 0 0 0 1 0 2 1 0 0 0 4 02:30 0 0 0 0 0 0 1 0 2 0 0 0 0 3 02:45 0 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0 0 0 0 1 2 0 7 4 0 0 0 14 03:00 0 0 0 0 0 0 4 4 0 0 0 0 0 8 03:15 1 D 0 0 0 0 0 1 0 0 1 0 0 3 03:30 0 0 0 0 0 0 0 1 6 1 0 0 0 8 03:45 0 0 0 0 0 0 0 0 3 1 0 0 0 4 1 0 0 0 0 0 4 6 9 2 1 0 0 23 04:00 1 0 0 0 0 0 1 2 1 0 1 0 0 6 04:15 1 0 0 0 0 0 2 0 3 1 0 0 0 7 04:30 0 0 0 0 0 1 0 3 3 1 0 0 0 8 04:45 1 0 0 0 0 0 0 0 5 5 0 0 0 11 3 0 0 0 0 1 3 5 12 7 1 0 0 32 05:00 2 0 0 0 0 1 2 4 6 4 0 0 0 19 05:15 3 0 0 0 0 1 0 2 6 18 12 1 0 0 43 05:30 1 1 1 0 0 0 0 3 11 15 10 3 0 0 45 05:45 1 0 0 0 0 1 0 2 14 25 10 1 0 0 54 7 1 1 0 0 2 1 9 35 64 36 5 0 0 161 06:00 2 0 0 0 0 1 0 5 9 13 5 3 1 0 39 06:15 2 0 0 1 0 0 1 2 20 8 7 4 0 0 45 06:30 2 0 0 0 1 1 4 13 11 20 9 1 0 0 62 06:45 3 0 0 1 0 0 0 6 15 10 8 1 0 0 46 9 0 0 2 1 2 5 28 55 51 29 9 1 0 192 07:00 1 0 0 0 0 1 0 3 3 7 6 0 0 21 07:15 2 0 0 0 0 2 1 2 11 17 10 1 0 46 07:30 3 0 0 0 0 0 6 4 7 8 3 0 0 31 07:45 1 0 0 0 1 1 0 7 6 10 4 0 0 30 7 0 0 0 1 4 7 16 27 42 23 1 0 128 08:00 5 0 0 0 0 1 0 6 14 10 2 1 0 39 08:15 5 0 1 0 0 0 2 1 10 16 4 1 0 40 08:30 1 0 1 0 1 2 3 13 6 4 4 0 0 35 08:45 1 0 0 0 0 0 0 3 9 10 2 0 0 25 12 0 2 0 1 3 5 23 39 40 12 2 0 139 09:00 3 0 0 0 0 0 0 3 5 11 4 0 0 26 09:15 3 0 0 0 0 0 2 6 14 9 2 0 0 38 09:30 4 0 D 0 0 0 0 7 8 9 4 0 0 32 09:45 3 0 1 0 1 0 0 1 21 8 2 0 0 37 13 0 1 0 1 0 2 19 48 37 12 0 0 133 10:00 2 0 0 0 0 0 0 6 8 12 1 1 0 30 10:15 6 0 0 1 0 0 5 9 14 8 2 0 0 45 10:30 3 D 0 0 0 0 1 1 9 14 4 0 0 32 10:45 9 0 2 1 1 0 2 2 7 8 5 0 0 37 20 0 2 2 1 0 8 18 38 42 12 1 0 144 11:00 2 0 0 0 0 0 0 4 14 13 7 1 0 41 11:15 1 0 0 0 0 0 1 8 9 14 3 0 0 36 11:30 1 0 0 0 0 0 1 5 14 11 3 0 0 35 41:45 0 0 0 0 0 2 1 10 10 9 5 0 0 37 4 0 0 0 0 2 3 27 47 47 18 1 0 149 Total 78 1 6 4 b 14 33 153 308 380 183 23 1 0 1147 All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net Page 2 Site Code: 1 Station ID: 1 CR49N/OCR18 NB Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 12 PM 1 0 0 0 0 0 0 4 9 8 1 0 0 0 23 12:15 7 0 0 0 0 0 0 3 11 15 5 1 0 0 42 12:30 4 0 0 2 1 3 5 3 6 8 6 0 0 0 38 12:45 4 0 0 0 1 1 1 2 7 8 3 0 0 0 27 16 0 0 2 2 4 6 12 33 39 15 1 0 0 130 13:00 3 0 0 0 1 0 0 5 15 2 2 0 0 0 28 13:15 2 0 0 0 0 0 4 8 16 7 1 2 0 0 40 13:30 5 0 0 0 0 3 3 7 11 5 1 0 0 0 35 13:45 4 0 0 0 0 0 2 7 7 8 4 0 0 0 32 14 0 0 0 1 3 9 27 49 22 8 2 0 0 135 14:00 1 0 0 0 2 1 2 5 17 5 1 0 0 0 34 14:15 7 0 0 0 1 0 1 3 10 19 5 0 0 0 46 14:30 5 0 0 0 0 0 0 4 11 14 0 0 0 0 34 14:45 4 0 0 0 0 0 2 7 10 10 9 0 0 0 42 17 0 0 0 3 I 5 19 48 48 15 0 0 0 156 15:00 1 0 0 0 1 0 1 4 11 10 2 0 0 0 30 15:15 1 0 0 0 0 1 7 11 10 11 4 0 D 0 45 15:30 3 0 0 0 5 0 6 6 14 12 4 0 0 0 50 15:45 4 0 0 1 0 0 0 1 13 24 11 0 0 0 54 9 0 0 1 6 1 14 22 48 57 21 0 0 0 179 16:00 5 0 0 0 0 0 0 12 30 21 4 0 0 0 72 16:15 2 0 0 0 1 1 0 5 9 24 8 1 0 0 51 16:30 1 0 0 0 0 2 0 1 7 11 12 1 0 0 35 16:45 4 0 0 0 1 0 1 6 11 25 14 0 1 0 63 12 0 0 0 2 3 1 24 57 81 38 2 1 0 221 17:00 2 0 0 0 2 0 2 2 20 23 7 1 0 59 17:16 2 0 0 0 D 3 1 4 14 23 9 2 0 58 17:30 2 0 0 0 1 2 1 6 19 14 6 0 0 51 17:45 5 0 0 0 0 0 0 0 15 15 9 2 0 48 11 0 0 0 3 5 4 12 68 75 31 5 0 218 18:00 0 0 0 0 0 1 0 1 5 9 18 4 0 38 18:15 2 0 0 0 0 1 0 6 15 19 3 1 0 47 18:30 1 0 0 0 2 0 0 6 6 9 8 0 0 32 18:45 0 0 0 0 0 0 0 2 6 11 5 1 0 25 3 0 0 0 2 2 0 16 32 48 34 6 0 142 19:00 0 0 0 0 0 1 0 1 2 10 9 1 0 24 19:15 0 0 0 0 0 0 1 3 10 3 1 0 20 19:30 2 0 0 0 0 1 0 3 12 2 0 0 20 19:45 3 0 0 0 0 1 2 9 9 3 0 0 27 5 0 0 0 0 2 4 17 41 17 2 0 91 20:00 0 0 0 0 0 1 2 3 3 3 0 0 12 20:15 1 0 0 0 1 2 2 9 7 5 1 0 28 20:30 3 0 0 0 1 0 1 5 8 1 2 0 21 20:45 0 0 0 0 0 0 0 1 3 2 0 0 6 4 0 0 0 2 3 5 18 21 11 3 0 87 21:00 0 0 0 0 0 0 1 7 6 0 0 0 14 21:15 0 0 0 0 0 1 1 2 8 4 0 0 16 21:30 1 0 0 0 0 0 3 4 2 2 1 0 13 21:45 2 _ 0 0 0 0 0 1 2 7 0 0 0 12 3 0 0 0 0 1 8 16 23 8 1 0 55 22:00 0 0 0 0 0 0 1 3 3 1 1 0 9 22:15 1 0 0 0 0 0 0 2 6 0 0 0 9 22:30 1 0 0 0 0 0 0 1 1 1 0 0 4 22:45 0 0 0 0 0 0 0 1 1 2 2 0 8 2 0 0 0 0 0 1 7 11 4 3 0 28 23:00 0 0 0 0 0 0 0 3 1 2 0 0 6 23:15 0 0 0 0 0 1 3 3 1 0 0 0 8 23:30 0 0 0 0 0 0 1 1 3 1 0 0 6 23:45 3 0 0 0 0 1 0 2 5 0 0 0 11 3 0 0 0 0 2 4 9 10 3 0 0 31 Total 99 0 0 3 21 22 47 151 401 476 203 25 0 1451 All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net NB Page 3 Site Code 1 Station ID: 1 CR 49 N/O CR 18 Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 04/25/13 0 0 0 0 0 0 0 0 0 2 0 1 0 0 3 00:15 0 0 0 0 0 0 0 1 5 1 1 0 0 0 8 00:30 0 0 0 0 0 0 0 D 0 5 0 0 0 0 5 00:45 0 0 0 0 0 0 0 2 1 0 0 1 0 0 4 0 0 0 0 0 0 0 3 6 8 1 2 0 0 20 01:00 1 0 0 0 0 0 0 3 0 3 0 0 0 0 7 01:15 0 0 0 0 0 0 0 5 1 1 2 0 1 0 10 01:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 01:45 0 0 0 0 0 0 0 0 0 1 1 1 0 0 3 1 0 0 0 0 0 0 8 2 5 3 1 1 0 21 02:00 1 0 0 0 0 0 0 0 0 0 0 0 2 0 3 02:15 0 0 0 0 0 0 0 0 0 2 0 0 0 D 2 02:30 1 0 0 0 0 0 0 0 0 2 1 0 0 0 4 02:45 1 0 0 0 0 0 0 1 0 0_ 0 0 0 0 2 3 0 0 0 0 0 0 1 0 4 1 0 2 0 11 03:00 0 0 0 0 0 0 0 1 5 2 0 0 0 0 8 03:15 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 03:30 0 0 0 0 0 0 0 1 1 1 2 0 0 0 5 _ 03:45 0 0 0 0 0 0 0 0 3 3 3 0 0 0 9 0 0 0 0 0 0 0 2 10 7 5 0 0 0 24 04:00 1 0 0 0 0 0 0 2 2 3 2 1 0 0 11 04:15 2 0 0 0 0 0 0 1 2 4 4 0 0 0 13 04.30 2 0 0 0 0 1 0 0 0 3 4 D 0 0 10 04:45 1 0 0 0 0 0 0 0 2 2 4 1 0 0 10 6 0 0 0 0 1 0 3 8 12 14 2 0 0 44 05:00 1 0 0 0 0 0 2 0 5 8 4 1 0 0 21 05:15 3 0 0 0 0 0 1 0 8 21 3 3 1 0 40 05:30 3 0 0 0 0 1 0 0 10 15 13 4 2 1 49 05:45 1 2 0 0 0 0 0 3 9 13 6 2 0 0 36 8 2 0 0 0 1 3 3 32 57 26 10 3 1 146 06:00 2 0 0 0 0 1 0 5 9 19 15 3 0 0 54 06:15 4 0 0 0 0 1 0 4 12 19 9 1 0 0 50 08:30 3 0 0 0 0 0 0 5 11 25 9 3 0 1 57 06:45 1 0 0 0 1 0 1 5 7 8 7 0 0 0 30 10 0 0 0 1 2 1 19 39 71 40 7 0 1 191 07:00 2 0 0 0 0 0 3 6 13 9 8 1 0 0 42 07:15 0 0 0 0 1 1 0 3 6 8 8 2 1 1 31 07:30 6 0 0 0 0 0 1 9 17 11 3 1 0 0 48 07:45 5 0 0 0 0 0 1 2 12 5 4 1 0 0 30 13 0 0 0 1 1 5 20 48 33 23 5 1 1 151 08:00 4 0 0 0 0 0 4 3 19 8 3 0 0 0 41 08:15 5 0 0 0 0 0 0 8 20 2 3 0 0 0 38 08:30 1 0 0 0 1 1 1 2 14 11 1 0 0 0 32 08:45 3 0 0 0 0 0 1 8 14 12 1 0 0 0 39 13 0 0 0 1 1 6 21 67 33 8 0 0 0 150 09:00 1 0 0 0 0 1 0 7 16 4 6 0 1 0 36 09:15 4 0 0 0 1 1 0 7 6 6 6 0 0 0 31 09:30 1 0 0 0 0 1 0 0 10 17 2 0 0 0 31 09:45 5 0 0 1 0 1 1 3 9 12 0 0 0 0 32 11 0 0 1 1 4 1 17 41 39 14 0 1 0 130 10:00 3 0 0 1 0 0 2 3 14 7 3 1 0 34 10:15 5 0 0 0 0 3 4 10 16 3 5 0 0 46 10:30 4 0 0 1 0 1 0 8 9 10 1 0 0 34 10:45 4 1 1 0 0 1 4 1 4 9 2 1 0 28 16 1 1 2 0 5 10 22 43 29 11 2 0 142 11:00 3 1 0 0 0 0 2 7 11 14 1 0 0 39 11:15 2 0 0 0 2 1 2 8 15 16 0 0 0 48 11:30 5 0 0 0 0 0 0 2 18 9 1 0 0 35 11:45 4 0 0 0 0 0 0 5 10 5 1 0 0 25 14 1 0 0 2 1 4 22 54 44 3 0 a 145 Total 95 4 1 3 8 18 30 141 348 342 149 29 3 1175 All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net NB Page 4 Site Code: 1 Station ID: 1 CR 49 WO CR 18 Start 1 16 Time 15 20 12 PM 5 12:15 5 12:30 3 12:45 1 14 13:00 6 13:15 3 13:30 6 13:45 7 22 14:00 9 14:15 4 14:30 6 14:45 19 38 15:00 10 15:15 9 15:30 3 15:45 8 30 16:00 6 16:15 2 16:30 8 16:45 5 21 17:00 7 17:15 6 17:30 2 17:45 4 19 18:00 3 18:15 2 18:30 3 18:45 0 8 19:00 3 19:15 1 19:30 0 19:45 1 6 20:00 0 20:15 0 20:30 3 20:45 1 4 21:00 1 21:15 0 21:30 1 21:45 0 2 22:00 0 22:15 1 22:30 2 22:45 0 3 23:00 1 23:15 0 23:30 0 23:45 0 21 26 31 36 41 46 51 56 61 66 71 76 25 30 35 40 45 0 1 1 1 1 O 0 0 3 1 0 0 0 1 1 O 1 0 2 1 O 2 1 7 4 O 0 0 2 1 O 0 0 3 2 O 0 0 0 3 3 0 0 1 1 3 0 0 6 7 0 0 0 1 5 o 0 0 0 1 0 0 0 0 1 O 2 0 2 8 O 2 0 3 15 O 0 1 1 0 O 0 1 0 D 0 0 0 0 1 0 0 0 1 2 O 0 2 2 3 0 0 0 0 4 0 0 2 2 7 0 0 0 2 3 0 0 0 0 0 0 0 2 4 14 O 0 0 0 3 1 0 0 0 6 0 0 0 0 0 O 0 0 1 0 1 O 0 1 O 0 0 1 O 0 0 1 O 0 0 1 0 0 0 0 O 0 0 3 O 0 0 1 0 0 0 1 O 0 0 0 O 1 0 0 O 1 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 1 O 0 1 0 0 0 0 O 0 O 0 O 0 4 5 2 0 0 0 0 0 0 1 0 0 50 55 60 65 70 75 999 Total 10 12 6 3 0 0 0 41 4 8 8 5 1 0 0 35 12 14 11 4 0 0 0 46 a 11 11 3 2 0 0 40 34 45 38 15 3 0 0 162 5 14 13 4 0 0 0 45 11 11 11 5 0 0 0 48 11 10 6 1 1 0 0 38 7 13 13 2 0 0 0 47 34 48 43 12 1 0 0 176 3 11 19 4 0 0 0 52 2 12 18 1 1 0 0 37 6 16 11 4 2 0 0 46 8 6 13 5 1 0 0 64 19 45 59 14 4 0 0 199 6 13 11 2 1 0 0 45 2 18 9 7 0 0 0 46 8 15 23 6 1 0 0 57 12 14 2D 6 0 0 0 63 28 60 63 21 2 0 0 211 5 15 26 7 1 0 0 64 3 9 20 9 0 1 1 56 9 6 21 11 1 0 0 61 2 17 16 3 0 0 0 43 19 47 83 30 2 1 1 224 12 30 24 2 2 0 0 80 10 31 20 5 0 1 0 80 0 7 9 11 3 0 0 32 4 19 13 4 1 0 0 46 26 87 66 22 6 1 0 238 2 1 16 18 7 0 0 0 48 0 0 8 18 10 2 0 0 41 O 3 8 15 4 0 0 0 34 O 2 13 9 9 0 0 0 33 2 6 45 60 30 2 0 0 158 O 4 7 9 8 0 0 1 33 1 2 12 24 9 1 0 0 51 O 5 6 13 2 1 0 0 27 O 1 3 7 4 1 0 0 18 1 12 28 53 23 3 0 1 129 O 0 5 6 2 0 1 0 14 1 8 7 4 5 0 0 0 23 0 3 7 5 2 0 0 0 20 1 0 6 7 6 1 0 0 22 2 9 25 22 15 1 1 0 79 1 0 2 8 6 0 0 0 18 1 1 5 8 1 1 0 0 18 2 0 3 4 1 0 0 0 11 1 1 3 6 1 0 0 0 12 5 2 13 26 9 1 0 0 59 O 0 3 3 2 0 0 0 8 1 2 3 3 1 0 0 0 11 O 2 1 1 1 0 0 0 7 1 0 2 2 1 0 0 0 7 2 4 9 9 5 0 0 0 33 1 1 0 0 1 1 0 0 5 1 0 0 2 2 0 0 0 5 0 0 3 4 0 1 0 0 8 1 2 4 3 1 0 0 0 11 3 3 7 9 4 2 0 0 29 Total 187 Grand Total 29 67 196 459 529 200 27 3 2 1895 439 6 11 15 38 81 177 641 1514 1707 715 104 15 5 5468 Stats 15th Percentile 46 MPH 50th Percentile 55 MPH 85th Percentile 61 MPH 95th Percentile : 64 MPH Mean Speed(Average) 51 MPH 10 MPH Pace Speed 51-60 MPH Number in Pace 3221 Percent in Pace . 58.9% Number of Vehicles > 55 MPH 2546 Percent of Vehicles > 55 MPH 46.6% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alitrafficdata.net SB Page 5 Site Code: 1 Station ID: 1 CR49N/OCR18 Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 04/24/13 0 0 0 0 1 D 0 0 1 2 0 0 0 4 00:15 0 0 0 0 0 0 1 0 1 1 1 0 0 4 00:30 1 0 0 0 0 1 0 0 1 0 1 0 1 5 00:45 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 1 1 0 3 3 3 0 1 14- 01:00 0 0 0 0 0 0 0 0 1 3 1 0 0 5 01:15 0 0 0 0 0 0 1 2 0 0 1 0 0 4 01:30 0 0 0 0 0 1 0 0 1 0 1 0 0 3 01:45 0 0 0 0 1 0 0 0 2 0 1 0 0 4 0 0 0 0 1 1 1 2 4 3 4 0 0 16 02:00 0 0 0 0 0 0 0 0 1 0 2 0 0 3 02:15 1 0 0 0 0 0 0 0 0 0 1 1 0 3 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 1 0 0 0 0 0 0 0 0 1 2 0 0 4 2 0 0 0 0 0 0 0 1 1 5 1 0 10 03:00 0 0 0 0 0 0 0 0 0 1 1 0 0 2 03:15 0 0 0 0 0 0 0 1 0 1 3 0 0 5 03:30 2 0 0 0 0 1 1 0 1 2 8 0 0 15 03:45 1 0 0 0 0 0 0 0 0 3 2 1 0 7 3 0 0 0 0 1 1 1 1 7 14 1 0 29 04:00 2 0 0 0 1 0 0 0 1 2 2 0 0 8 04:15 0 0 0 0 1 0 0 1 2 2 4 0 0 10 04:30 2 0 1 2 0 0 0 2 1 6 7 0 0 21 04:45 1 0 0 0 0 0 0 0 2 8 5 0 0 16 5 0 1 2 2 0 0 3 6 18 18 0 0 55 05:00 2 0 0 0 0 1 0 0 3 3 3 0 0 12 05:15 3 0 0 0 0 0 0 0 2 14 9 1 1 30 05:30 1 0 0 0 0 0 0 0 1 13 9 3 0 27 05:45 3 0 0 0 0 0 0 0 2 14 15 0 0 34 9 0 0 0 0 1 0 0 8 44 36 4 1 103 06 00 5 0 0 0 0 1 0 0 6 11 11 1 0 35 0615 5 0 0 0 2 0 1 1 12 31 10 0 0 62 06 30 4 1 0 0 0 1 0 0 2 33 11 2 0 54 06:45 2 0 0 0 0 0 3 1 5 28 18 0 0 57 16 1 0 0 2 2 4 2 25 103 50 3 0 208 07:00 3 0 0 0 3 1 2 2 10 18 15 1 0 55 D7:15 3 0 0 0 0 1 3 4 0 12 14 2 0 39 07:30 7 0 0 0 2 4 6 7 12 10 7 3 0 58 07:45 7 0 0 0 1 2 16 9 5 5 6 1 0 52 20 0 0 0 6 8 27 22 27 45 42 7 0 204 08:00 9 0 0 0 0 1 0 1 7 21 9 2 0 50 08:15 2 0 0 0 2 1 1 4 10 14 10 1 0 45 08:30 6 0 0 0 0 0 1 3 7 6 3 1 0 27 08:45 1 1 5 1 0 2 1 5 3 16 2 0 0 37 18 1 6 1 2 4 3 13 27 57 24 4 0 159 09:00 13 0 8 2 0 1 2 5 7 13 3 0 0 54 09:15 1 0 0 0 0 0 0 7 4 11 4 0 0 27 09:30 4 0 0 0 1 2 0 0 8 13 5 0 0 33 09:45 10 0 0 0 2 2 0 7 20 9 1 0 0 51 28 0 8 2 3 5 2 19 39 46 13 0 0 165 10:00 4 0 0 0 2 3 0 8 12 7 2 0 0 38 10:15 3 0 3 3 3 0 0 4 11 8 2 0 0 37 10:30 9 0 0 0 2 2 1 2 17 12 5 1 0 51 10:45 8 0 0 0 0 0 2 1 7 17 3 0 0 36 22 0 3 3 7 5 3 15 47 44 12 1 0 182 11:00 4 0 0 4 1 0 1 8 8 14 5 1 0 46 11:15 2 0 0 0 1 0 3 3 14 9 1 2 0 35 11:30 13 0 1 2 2 6 3 8 13 5 5 0 0 58 11:45 11 0 0 0 6 3 0 4 14 8 1 0 0 47 30 0 1 6 10 9 7 23 49 38 12 3 0 188 Tole! 154 2 18 14 34 37 49 100 237 407 233 24 2 1311 All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www alltrafficdata.net Page 6 mane Site Code: 1 Station ID: 1 CR49N/OCR18 SB Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 12 PM 9 0 0 2 4 0 2 6 15 4 1 0 0 0 43 12:15 5 0 0 0 1 1 0 1 6 14 10 2 0 0 40 12:30 8 0 0 1 2 1 3 6 8 12 2 0 0 0 43 12:45 12 0 0 O 3 0 1 6 7 11 0 0 0 0 40 34 0 0 3 10 2 6 19 36 41 13 2 0 0 166 13:00 3 0 0 0 1 2 0 2 12 9 3 0 0 0 32 13:15 0 1 0 1 1 0 3 4 6 5 1 0 0 0 21 13:30 4 0 0 0 2 2 1 4 11 16 2 0 0 0 42 13:45 7 0 0 0 0 5 0 4 6 13 6 1 0 0 42 14 1 0 1 4 9 4 14 34 43 12 1 0 0 137 14:00 8 0 0 0 0 0 1 1 7 3 4 1 0 0 25 14:15 8 0 0 1 2 6 0 4 14 20 3 0 0 0 58 14:30 6 0 0 0 0 3 0 1 4 7 7 0 0 0 28 14:45 10 1 0 0 2 2 6 3 9 11 1 0 0 0 45 32 1 0 1 4 11 7 9 34 41 15 1 0 0 156 15:00 15 0 0 0 2 0 1 3 15 3 12 0 0 0 51 15:15 5 0 0 1 3 1 0 0 12 13 2 1 0 0 38 15:30 4 0 1 0 0 4 2 4 B 14 10 0 0 0 47 15:45 6 0 0 0 3 2 0 0 9 16 5 2 0 0 43 30 0 1 1 8 7 3 7 44 48 29 3 0 0 179 16:00 8 0 0 0 2 0 3 7 8 10 3 0 0 0 39 16:15 8 0 0 0 0 0 1 5 11 14 8 0 0 0 47 16:30 7 0 0 2 1 1 0 7 21 28 10 0 0 0 75 18:45 6 0 0 1 4 5 1 5 10 16 13 1 1 0 62 29 0 0 3 7 6 5 24 48 65 34 1 1 0 223 17:00 2 0 0 0 2 2 3 2 13 17 5 2 1 0 49 17:15 11 1 0 0 0 0 0 7 19 38 11 2 1 0 90 17:30 5 0 0 0 4 1 1 3 19 22 12 1 0 0 68 17:45 5 1 0 0 2 2 4 7 28 27 7 1 0 0 84 23 2 0 0 8 5 8 19 79 104 35 6 2 0 291 18:00 7 0 0 I 1 2 1 5 16 13 10 2 0 1 59 18:15 3 0 0 0 0 0 1 0 4 8 8 2 1 0 27 18:30 4 0 0 0 0 1 0 2 4 14 6 1 0 0 32 18:45 1 0 0 0 0 1 1 0 1 12 8 1 1 0 26 15 0 0 1 1 4 3 7 25 47 32 6 2 1 144 19:00 3 0 0 0 3 0 1 3 4 7 7 1 0 0 29 19:15 2 0 0 0 1 0 0 0 3 4 3 0 0 0 13 19:30 1 1 0 0 0 0 0 1 2 5 7 0 0 1 18 19:45 2 0 0 0 0 1 0 1 4 7 5 0 0 0 20 8 1 0 0 4 1 1 5 13 23 22 1 0 I 80 20:00 1 0 0 0 2 0 0 6 6 6 6 2 0 0 29 20:15 1 1 1 0 2 1 0 1 2 12 3 0 0 0 24 20:30 2 0 0 0 1 0 0 1 4 7 5 1 0 0 21 20:45 1 0 0 0 0 0 2 0 0 2 4 0 0 0 9 5 1 1 0 5 1 2 8 12 27 18 3 0 0 83 21:00 0 0 0 O 0 0 0 0 3 0 4 0 0 0 7 21:15 2 0 D 0 0 1 1 1 0 4 3 1 0 0 13 21:30 0 0 0 0 1 0 1 0 5 7 0 0 0 0 14 21:45 1 0 0 0 0 0 0 1 1 2 0 0 0 0 5 3 0 0 0 1 1 2 2 9 13 7 1 0 0 39 22:00 2 0 D 0 0 0 1 0 0 3 2 0 0 0 8 22:15 0 0 0 0 0 0 0 0 0 4 1 0 1 0 8 22:30 1 0 0 1 1 0 0 3 1 2 2 0 0 0 11 22,45 3 0 0 0 0 0 0 2 1 4 0 0 0 0 10 6 0 0 1 1 0 1 5 2 13 5 0 1 0 35 23:00 0 0 0 0 1 0 0 1 1 2 0 1 0 6 23:15 1 0 0 0 0 0 0 1 1 0 0 0 0 3 23:30 0 0 0 0 0 1 0 0 0 2 0 0 0 3 23:45 2 0 0 1 0 1 2 0 4 2 0 0 0 12 3 0 0 1 1 2 2 2 6 6 0 1 0 24 Total 202 8 2 12 5 48 44 121 338 469 228 25 7 2 1557 SB Start 1 16 Time 15 20 04/25/13 1 0 00:15 0 0 00:30 0 0 00:45 0 0 0 01:00 0 0 01:15 0 0 01:30 2 0 01:45 1 0 3 0 02:00 1 0 02:15 1 0 02:30 2 0 02:45 0 0 4 0 03:00 0 0 03:15 0 0 03:30 1 0 03:45 1 0 2 0 04:00 0 0 04:15 1 0 04:30 2 0 04:45 0 0 3 0 05:00 1 0 05:15 1 0 05:30 4 0 05:45 2 0 8 0 06:00 4 0 08:15 4 0 06:30 7 0 06:45 2 0 17 0 07:00 4 0 07:15 5 0 07:30 9 0 07:45 5 0 24 0 08:00 4 0 08:15 4 0 08:30 7 0 08:45 7 0 22 0 09:00 7 0 09:15 7 0 09:30 3 0 09:45 5 0 22 0 10:00 4 0 10:15 2 0 10:30 7 0 10:45 7 0 20 0 11:00 9 0 11:15 7 0 11:30 7 0 11:45 3 0 26 0 Total 152 0 All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net Page 7 Site Code: 1 Station ID: 1 CR49N/OCR18 21 26 31 36 41 46 51 56 61 66 71 76 25 30 1 0 1 1 0 0 2 3 1 1 0 0 2 2 0 0 1 3 1 1 1 0 3 0 1 0 1 2 4 10 11 24 40 33 16 0 0 166 35 40 45 50 55 60 65 70 75 999 Total 0 0 0 0 1 1 0 1 0 4 1 0 0 0 0 1 1 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 1 0 0 2 1 0 0 0 2 2 3 1 0 10 0 1 0 0 0 0 0 0 0 1 1 0 0 0 0 1 1 0 0 3 O 0 0 0 2 1 1 0 0 6 0 0 0 0 1 0 1 1 0 4 1 1 0 0 3 2 3 1 0 14 O 0 0 0 1 3 1 0 0 6 O 1 0 0 1 3 0 0 0 6 O 0 0 0 1 2 1 0 0 6 o 0 0 0 0 2 1 0 0 3 o 1 0 0 3 10 3 0 0 21 O 0 0 1 1 0 1 0 0 3 O 0 0 0 0 2 2 0 0 4 0 0 1 0 2 4 2 1 1 12 O 0 0 0 0 $ 4 0 0 10 0 0 1 1 3 11 9 1 1 29 O 0 0 0 2 2 2 2 0 6 O 2 0 0 3 5 0 0 0 11 O 1 0 1 2 8 5 1 1 21 1 1 1 0 2 4 5 2 0 16 1 4 1 1 9 19 12 5 1 56 O 1 0 0 2 4 9 0 0 17 O 0 0 0 5 12 14 3 0 35 O 0 0 3 1 8 15 3 0 34 1 2 1 1 6 13 11 0 1 1 39 1 3 4 14 37 49 6 1 1 125 O 0 0 1 3 25 16 0 0 0 49 4 2 1 1 19 26 8 0 0 0 67 O 1 0 1 12 31 12 1 0 0 66 0 0 2 0 4 25 10 5 1 0 49 4 3 3 3 38 109 46 6 1 0 231 2 1 1 0 5 24 13 2 0 0 53 O 1 0 2 3 18 13 2 2 1 47 1 1 2 3 24 15 11 0 0 0 66 5 2 2 3 8 17 19 2 0 0 86 8 5 5 8 40 74 56 6 2 1 232 2 3 1 3 12 17 10 1 0 0 54 4 0 1 5 1 16 3 0 0 0 35 1 0 0 12 14 11 1 1 0 0 47 1 1 1 6 19 5 7 0 0 0 47 8 4 3 26 46 49 21 2 0 0 183 2 2 0 2 16 10 0 0 0 0 41 2 3 2 4 8 26 5 0 0 0 57 2 0 1 0 8 12 1 0 0 0 27 6 0 0 0 22 8 6 0 0 0 50 12 5 3 6 54 56 12 0 0 0 175 3 2 2 1 11 7 2 0 0 0 33 1 3 1 1 6 19 4 2 0 0 40 2 3 0 5 10 10 2 0 0 0 40 1 2 0 2 16 12 4 0 0 0 44 7 10 3 9 43 48 12 2 0 0 157 1 3 4 8 15 8 2 0 0 50 2 2 3 5 6 6 4 0 0 36 0 4 1 5 9 18 4 0 0 46 1 1 3 6 10 3 6 0 0 34 14 47 46 31 82 295 450 242 30 2 1399 All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net SS Page 8 Site Code: 1 Station ID: 1 CR49N/OCR18 Start Time 15 20 25 1 16 21 26 31 12 PM 5 12:15 16 12:30 13 12:45 7 41 13:00 12 13:15 7 13:30 15 13:45 10 44 14:00 6 14:15 12 14:30 9 14:46 14 41 15:00 16 15:15 13 15:30 11 15:45 12 52 16:00 6 16:15 9 18:30 3 18:45 11 29 17:00 1 17:15 9 17:30 5 17:45 11 28 18:00 4 18:15 1 18:30 2 18:45 2 9 19:00 4 19:15 1 19:30 1 19:45 2 8 20:00 1 20:15 1 20:30 1 20:45 2 5 21:00 1 21:15 1 21:30 1 21:45 0 3 22:00 0 22:15 0 22:30 0 22:45 1 1 23:00 1 23:15 0 23:30 0 23:45 1 2 Total 261 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 3 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 30 35 2 3 0 0 D 3 1 3 3 9 D 1 O 1 4 2 0 4 4 6 0 2 O 4 0 1 O 1 O 8 2 1 O 3 0 1 O 0 2 5 O 4 O 2 O 1 O 4 O 11 2 2 O 1 O 0 1 0 3 3 O 1 O 0 O 1 O 0 O 2 1 0 0 2 0 0 0 1 1 3 0 0 O 0 1 0 O 1 1 0 1 0 0 0 0 0 15 5 36 41 46 51 56 61 66 71 76 40 45 50 55 60 65 70 75 999 Total 2 4 8 7 12 3 1 0 0 47 3 0 3 15 6 4 0 0 0 47 0 0 0 12 6 4 0 0 0 38 1 0 6 11 9 4 0 0 0 42 6 4 17 45 33 15 1 0 0 174 1 1 3 4 6 4 0 0 0 32 2 2 7 11 14 1 0 0 0 45 2 1 4 6 9 1 0 2 0 47 2 2 5 14 12 2 0 0 0 51 7 6 19 35 41 8 0 2 0 175 4 0 5 6 8 2 0 0 0 33 1 1 3 6 15 7 1 0 0 50 O 0 2 3 4 1 0 0 0 20 2 1 1 2 11 4 0 0 0 36 7 2 11 17 38 14 1 0 0 139 1 2 7 4 10 5 0 0 0 48 O 1 8 13 9 2 0 0 0 49 1 0 0 3 23 8 0 0 0 49 1 1 6 6 19 4 0 0 0 50 3 4 21 26 61 19 0 0 0 198 0 1 6 14 21 4 1 0 0 58 6 2 6 9 25 2 1 0 0 63 1 2 5 10 11 12 4 0 0 49 2 5 5 10 38 13 0 0 0 88 9 10 22 43 95 31 6 0 0 258 O 4 4 16 18 9 0 0 0 57 O 5 9 13 38 9 2 0 1 85 1 1 1 14 34 20 3 0 0 79 1 0 3 7 28 14 2 0 0 67 2 10 17 50 118 52 7 0 1 288 O 1 4 13 16 3 0 0 0 43 2 1 1 5 16 7 1 0 0 34 O 0 0 4 12 11 2 0 0 32 O 3 0 0 10 8 1 0 0 24 2 5 $ 22 54 29 4 0 0 133 O 4 2 8 7 4 1 0 0 29 O 0 2 4 10 2 0 0 1 22 O 0 0 3 4 8 0 0 0 18 1 0 1 1 10 6 3 0 0 25 1 4 5 14 31 20 4 0 1 92 1 1 1 2 1 5 1 0 0 13 O 0 0 2 6 3 1 0 0 13 O 2 1 3 2 0 0 0 0 10 0 1 0 1 4 6 1 0 1 17 1 4 2 8 13 14 3 0 1 53 O 1 2 1 3 3 1 0 0 13 O 0 0 2 2 1 0 0 0 6 O 0 1 3 3 2 0 0 0 11 O 0 1 0 5 1 0 0 0 7 O 1 4 6 13 7 1 0 0 37 O 0 0 1 3 2 1 0 0 7 0 0 0 0 7 2 0 0 0 9 1 0 0 3 4 4 0 0 0 12 1 0 1 1 2 1 0 0 0 8 2 0 1 5 16 6 1 0 0 36 O 0 0 1 1 3 1 1 0 8 O 1 0 1 1 1 0 0 0 4 0 0 1 0 0 0 0 0 0 1 0 2 0 1 1 1 0 0 0 6 0 3 1 3 .3 5 1 1 0 19 40 53 125 274 514 223 29 3 3 1800 769 11 27 55 186 171 177 428 1144 1840 926 108 18 7 5867 Stets 15th Percentile 31 MPH 50th Percentile 55 MPH 65th Percentile 61 MPH 95th Percentile 65 MPH Mean Speed(Average) 49 MPH 10 MPH Pace Speed 51-60 MPH Number in Pace 2984 Percent in Pace 5098%4 Number of Vehicles > 55 MPH 2899 Percent of Vehicles > 55 MPH • 49.4% HCM Unsignalized Intersection Capacity Analysis Short Term AM 1: West Access & CR 18.5 5/2/2013 Movement EBT ~ 4\ I' EBR WBL WBT NBL NBR Lane Configurations to 4 Volume (veh/h) 2 0 33 0 0 5 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 0 36 0 0 5 Pedestrians Lane Width (ft) Walking Speed (Ws) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2 74 2 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2 74 2 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 100 99 cM capacity (veh/h) 1620 909 1082 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 2 36 5 Volume Left 0 36 0 Volume Right 0 0 5 cSH 1700 1620 1082 Volume to Capacity 0.00 0.02 0.01 Queue Length 95th (ft) 0 2 0 Control Delay (s) 0.0 7.3 8.3 Lane LOS A A Approach Delay (s) 0.0 7.3 8.3 Approach LOS A Intersection Summary Average Delay 7.0 Intersection Capacity Utilization 18.5% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis Short Term AM 2: East Access & CR 18.5 5/2/2013 Movement Lane Configurations 1+ 4 V Volume (veh/h) 7 0 33 33 0 5 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 8 0 36 36 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 8 115 8 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 8 115 8 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 100 99 cM capacity (veh/h) 1613 861 1075 Direction, Lane # EB 1 WB 1 NB 1 EBT .— 4\ EBR WBL WBT NBL NBR Volume Total 8 72 5 Volume Left 0 36 0 Volume Right 0 0 5 cSH 1700 1613 1075 Volume to Capacity 0.00 0.02 0.01 Queue Length 95th (ft) 0 2 0 Control Delay (s) 0.0 3.7 8.4 Lane LOS A A Approach Delay (s) 0.0 3.7 8.4 Approach LOS A Intersection Summary Average Delay 3.7 Intersection Capacity Utilization 20.2% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 8 Report Page 2 HCM Unsignalized Intersection Capacity Analysis Short Term AM 3: C R 49 & CR 18.5 5/2/2013 f 4\ t 1 4/ Movement EBL EBR NBL NBT SBT SBR Lane Configurations 'r' vi T T r Volume (veh/h) 6 6 26 192 220 40 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 7 7 28 209 239 43 Pedestrians Lane Width (ft) Walking Speed (f /s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 504 239 283 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 504 239 283 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 99 98 cM capacity (veh/h) 516 800 1280 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 13 28 209 239 43 Volume Left 7 28 0 0 0 Volume Right 7 0 0 0 43 cSH 627 1280 1700 1700 1700 Volume to Capacity 0.02 0.02 0.12 0.14 0.03 Queue Length 95th (ft) 2 2 0 0 0 Control Delay (s) 10.9 7.9 0.0 0.0 0.0 Lane LOS B A Approach Delay (s) 10.9 0.9 0.0 Approach LOS B Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 28,2% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 8 Report Page 3 HCM Unsignalized Intersection Capacity Analysis Short Term PM 1: West Access & CR 18.5 5/2/2013 Movement EBT 4' h EBR WBL WBT NBL NBR Lane Configurations 1► 4 Volume (veh/h) 0 0 5 2 0 33 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 5 2 0 36 Pedestrians Lane Width (ft) Walking Speed (Ws) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 0 13 0 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 0 13 0 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 97 cM capacity (veh/h) 1623 1003 1085 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 0 8 36 Volume Left 0 5 0 Volume Right 0 0 36 cSH 1700 1623 1085 Volume to Capacity 0.00 0.00 0.03 Queue Length 95th (ft) 0 0 3 Control Delay (s) 0.0 5.2 8.4 Lane LOS A A Approach Delay (s) 0.0 5.2 8.4 Approach LOS A Intersection Summary Average Delay 7.9 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 RIM 4/28/2013 Baseline Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis Short Term PM 2: East Access & CR 18.5 5/2/2013 Movement Lane Configurations 1a 4 'r` Volume (veh/h) 33 0 5 7 0 33 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 36 0 5 8 0 36 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 36 54 36 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 36 54 36 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 97 cM capacity (veh/h) 1575 950 1037 Direction, Lane # EB 1 WB 1 NB 1 EBT 7 4\ P EBR WBL WBT NBL NBR Volume Total 36 13 36 Volume Left 0 5 0 Volume Right 0 0 36 cSH 1700 1575 1037 Volume to Capacity 0.02 0.00 0.03 Queue Length 95th (ft) 0 0 3 Control Delay (s) 0.0 3.1 8.6 Lane LOS A A Approach Delay (s) 0.0 3.1 8.6 Approach LOS A Intersection Summary Average Delay 4.1 Intersection Capacity Utilization 14.8% ICU Level of Service A Analysis Period (min) 15 4/28/2013 Baseline Synchro 8 Report Page 2 HCM Unsignalized Intersection Capacity Analysis Short Term PM 3: CR 49 & CR 18.5 5/2/2013 Movement Lane Configurations Volume (veh/h) 40 26 6 233 289 6 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 43 28 7 253 314 7 Pedestrians Lane Width (ft) Walking Speed (ft's) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 580 314 321 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 580 314 321 tC, single (s) 6.4 6.2 4.1 IC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 91 96 99 cM capacity (veh/h) 474 726 1239 Direction, Lane it EB 1 NB 1 NB 2 SB 1 SB 2 j t 1 4/ EBL EBR NBL NBT SBT SBR Volume Total 72 7 253 314 7 Volume Left 43 7 0 0 0 Volume Right 28 0 0 0 7 cSH 549 1239 1700 1700 1700 Volume to Capacity 0.13 0.01 0.15 0.18 0.00 Queue Length 95th (ft) 11 0 0 0 0 Control Delay (s) 12.5 7.9 0.0 0.0 0.0 Lane LOS B A Approach Delay (s) 12.5 0.2 0.0 Approach LOS B Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 25.7% ICU Level of Service A Analysis Period (min) 15 4/28/2013 Baseline Synchro 8 Report Page 3 HCM Unsignalized Intersection Capacity Analysis Long Term AM 1 West Access & CR 18.5 512/2013 Movement EBT 4- r EBR W8L WBT NBL NBR Lane Configurations A 4 Volume (veh/h) 2 0 3 0 0 2 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 0 3 0 0 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2 9 2 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2 9 2 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 1620 1010 1082 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 2 3 2 Volume Left 0 3 0 Volume Right 0 0 2 cSH 1700 1620 1082 Volume to Capacity 0.00 0.00 0.00 Queue Length 95th (ft) 0 0 0 Control Delay (s) 0.0 7.2 8.3 Lane LOS A A Approach Delay (s) 0.0 7.2 8.3 Approach LOS A Intersection Summary Average Delay 5.5 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 4/28/2013 Baseline Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis Long Term AM 2: East Access & CR 18.5 5/2/2013 Movement Lane Configurations 4 'f Volume (veh/h) 4 0 3 3 0 2 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 4 0 3 3 0 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 4 14 4 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 4 14 4 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 1617 1003 1079 Direction, Lane # EB 1 WB 1 NB 1 EBT 7 j 4- 4\ EBR WBL WBT NBL NBR Volume Total 4 7 2 Volume Left 0 3 0 Volume Right 0 0 2 cSH 1700 1617 1079 Volume to Capacity 0.00 0.00 0.00 Queue Length 95th (ft) 0 0 0 Control Delay (s) 0.0 3.6 8.3 Lane LOS A A Approach Delay (s) 0.0 3.6 8.3 Approach LOS A Intersection Summary Average Delay 3.2 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 4/28/2013 Baseline Synchro 8 Report Page 2 HCM Unsignalized Intersection Capacity Analysis 3: CR 49 & CR 18.5 Long Term AM 5/2/2013 Movement Lane Configurations 'i Volume (veh/h) 2 4 2 315 365 4 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 4 2 342 397 4 Pedestrians Lane Width (ft) Walking Speed (f /s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX. platoon unblocked vC, conflicting volume 743 397 401 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 743 397 401 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 99 100 cM capacity (veh/11) 382 653 1158 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 > > t EBL EBR NBL NBT SBT r SBR Volume Total 7 2 342 397 4 Volume Left 2 2 0 0 0 Volume Right 4 0 0 0 4 cSH 528 1158 1700 1700 1700 Volume to Capacity 0.01 0.00 0.20 0.23 0.00 Queue Length 95th (ft) 1 0 0 0 0 Control Delay (s) 11.9 8.1 0.0 0.0 0.0 Lane LOS B A Approach Delay (s) 11.9 0.1 0.0 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 29.2% ICU Level of Service A Analysis Period (min) 15 4/28/2013 Baseline Synchro 8 Report Page 3 HCM Unsignalized Intersection Capacity Analysis Long Term PM 1: West Access & CR 18.5 5/2/2013 Movement Lane Configurations 1. 4 'r' Volume (veh/h) 0 0 2 2 0 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 2 2 0 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 0 7 0 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 0 7 0 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 1623 1013 1085 Direction, Lane If EB 1 WB 1 NB 1 EBT ~ t EBR WBL WBT NBL NBR Volume Total 0 4 3 Volume Left 0 2 0 Volume Right 0 0 3 cSH 1700 1623 1085 Volume to Capacity 0.00 0.00 0,00 Queue Length 95th (ft) 0 0 0 Control Delay (s) 0.0 3.6 8.3 Lane LOS A A Approach Delay (s) 0.0 3.6 8.3 Approach LOS A Intersection Summary Average Delay 5.6 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 4/28/2013 Baseline Synchro 8 Report Page 1 HCM Unsignalized Intersection Capacity Analysis Long Term PM 2: East Access & CR 18.5 5/2/2013 Movement EBT 4\ p EBR WBL WBT NBL NBR Lane Configurations A 4 Volume (veh/h) 3 0 2 4 0 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 3 0 2 4 0 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 3 12 3 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 3 12 3 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 1619 1006 1081 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 3 7 3 Volume Left 0 2 0 Volume Right 0 0 3 cSH 1700 1619 1081 Volume to Capacity 0.00 0.00 0.00 Queue Length 95th (ft) 0 0 0 Control Delay (s) 0.0 2.4 8.3 Lane LOS A A Approach Delay (s) 0.0 2.4 8.3 Approach LOS A Intersection Summary Average Delay 3.3 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 4/28/2013 Baseline Synchro 8 Report Page 2 HCM Unsignalized Intersection Capacity Analysis 3: CR 49 & CR 18.5 Long Term PM 5/2/2013 Movement 4\ t 1 4/ EBL EBR NBL NBT SBT SBR I Lane Configurations Volume (veh/h) 4 2 4 385 475 2 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 4 2 4 418 516 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 943 516 518 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 943 516 518 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 100 100 cM capacity (veh/h) 290 559 1048 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 7 4 418 516 2 Volume Left 4 4 0 0 0 Volume Right 2 0 0 0 2 cSH 345 1048 1700 1700 1700 Volume to Capacity 0.02 0.00 0.25 0.30 0.00 Queue Length 95th (ft) 1 0 0 0 0 Control Delay (s) 15.6 8.5 0.0 0.0 0.0 Lane LOS C A Approach Delay (s) 15.6 0.1 0.0 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 35.0% ICU Level of Service A Analysis Period (min) 15 4/28/2013 Baseline Synchro 8 Report Page 3 Hello