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Home My WebLink About20011588.tiff BEFORE THE WELD COUNTY PLANNING COMMISSION CASE NUMBER: USR-1324- ASPHALT SPECIALTIES COMPANY, INC. Special use permit for an asphalt and concrete processing facility and materials storage area. LEGAL DESCRIPTION: The North Half (N1/2) of the Southwest Quarter (SW1/4) of Section Twenty (20), Township One (1) North, Range Sixty- six (66) West of the 6'" P.M., Weld County — West of and adjacent to WCR 27 — One Quarter (1/4) mile north of WCR 6. OBJECTOR: Ruth Ann Southwick — 8635 East Bursage Circle, Gold Canyon, AZ 85219 — Owner of the South Half (S1/2) of the Southwest Quarter (SW1/4) of Section Twenty (20), Township One (1) North, Range Sixty-six (66) West of the 6'" P.M., Weld County—Adjoins to south of subject property. COMMENTS AND OBJECTIONS: It is understood the asphalt project would need twenty (20) acres of the farm they purchased and would be across the railroad tracks which go through both applicant's and objector's property. There is one gas well on the objector's property, and dust created by applicant's operations could interfere with the separator and tank battery connected with the well. The noise and pollution from the asphalt operation, together with the increased heavy traffic could make objector's property less desirable for residents of the existing buildings thereon. It is understood a similar operation was refused by Adams County on the grounds stated. Objector does not want to decrease the value of her farm in making it a less desirable place to live. Objector will be unable to attend the public hearing in this case; so has asked her counsel to appear nd represent her interests. .rn' . H. Southard— Reg. No. 1223 Attorney for Objector 1025 9' Avenue, Suite 309 Greeley, CO 80631 Telephone (970) 353-1292 Fax (970) 353-7504 EXHIBIT 5 -PCV 2001-1588 / 01(9/ ,Je LSC TRANSPORTATION CONSULTANTS, INC. 1889 York Street Denver, CO 80206 (303)333-1105 FAX(303) 333-1107 E-mail: Isc@Iscden.com Web Site: http://www.lscden.co TRANSPORTATION CONSULTANTS, INC. February 12, 2001 Mr. Tug Martin Banks 8s Gesso, LLC 720 Kipling Street, Suite 117 Lakewood, CO 80215 Re: Asphalt Specialties Ft. Lupton Weld County, Colorado (LSC # 010040) Dear Mr. Martin: We are pleased to submit our report of the traffic impacts of the proposed Asphalt Specialties - Ft. Lupton development in Weld County, Colorado. This study first provides a summary of existing and planned future roadway and traffic conditions in the vicinity of the proposed site. It then provides estimates of the amount and directional distribution of traffic that will be generated by the proposed operation as well as estimates of existing plus project-generated traffic volumes on the surrounding road system. Year 2010 background and total traffic are also provided. Finally, the impacts of the project's generated traffic are evaluated and recommendations are made regarding roadway improvements. Site Location and Proposed Use The 80-acre project site is located approximately three miles south of Ft. Lupton, Colorado, and immediately east of Weld County Road (WCR) 27 between WCR 6 on the south and WCR 8 on the north. All access is planned at a single access point onto WCR 27, about 0.4 miles north of WCR 6. Activity at the site is proposed to include the production of both concrete and asphalt. Existing Roadway Characteristics Figure 1, enclosed, illustrates the site location relative to the nearby roadway system. Figure 2 illustrates the existing lane geometry and traffic control at the intersections of WCR 27 with WCR 6 and WCR 8 and the intersections of State Highway (SH) 85 with WCR 6 and WCR 8. In the vicinity of the site, WCR 27 is a paved, two-lane, north/south route providing continuity between 14th Street on the north and Bromley Lane on the south. West of WCR 27, WCR 6 and WCR 8 are both paved, two-lane, east/west routes providing access to SH 85. E. - CR 27, WCR 8 is also a paved, two-lane route while WCR 6 is a gravel r• - - f8R s inter- sections with WCR 6 and WCR 8 are situated approximately 0 The distance between WCR 6 and WCR 8 is about one mile. /) Mr. Tug Martin Page 2 February 12, 2001 SH 85 is a principal arterial which is posted with a 65 mph speed limit. At its intersections with WCR 6 and WCR 8,it has two through lanes, an exclusive left-turn lane, and an exclusive right- turn lane on both the northbound and southbound approaches. Acceleration lanes are also provided for eastbound to southbound and westbound to northbound traffic entering SH 85. Future Roadway Characteristics From discussion with Weld County staff, it was identified that the intersection of WCR 6 and SH 85 will be improved by the Year 2003. The improvements will include construction of exclusive eastbound and westbound right-turn lanes, SH 85 re-pavement in the vicinity of WCR 6, lengthening of the existing acceleration and deceleration lanes to their appropriate lengths, and signalization. A SH 85 west frontage road with acceleration and deceleration lanes at all public roads is also planned and will extend from WCR 2 to WCR 8. These improvements were assumed completed by the Year 2010. In addition, the intersections of WCR 27 with WCR 6 and WCR 8 will be improved to include increased radii and in some cases auxiliary lanes. It is not known at this time exactly the extent of these improvements and therefore they were not included in the Year 2010 intersection capacity analyses. Existing and Future Background Traffic ^ Figure 1 also illustrates existing peak-hour intersection turning movement traffic volumes in the vicinity of the Asphalt Specialties-Ft. Lupton development. Separate heavy vehicle volumes were also included based on percentages obtained from traffic counts. The percentages were further verified with 1996 CDOT Traffic Data. The existing traffic counts were conducted in January 2001 by Counter Measures, Inc. Printouts of all count data are contained in Appendix A. Year 2010 volumes for WCR 6 and WCR 27 were obtained from discussions with Weld County staff. The volumes were based on an ongoing Weld County Functional Classification Study by Felsburg, Holt, and Ullevig. Growth factors were calculated based on existing and Year 2010 volumes. The resulting factors are as follows: 2.1 - WCR6 east and west of WCR 27 2.1 - WCR 8 east and west of WCR 27, 2.7 - WCR 27 north and south of WCR 6. Although data for WCR 8 was not available, it was assumed to have the same growth factor as WCR 6. The nine-year growth factor for SH 85 is approximately 1.3. This factor was deter- mined from interpolation of the 1996 CDOT 20-Year growth factor for SH 85 in the vicinity of the site. Figure 3 illustrates the projections of 2010 background traffic based on the growth factors described above. Volumes at the intersection of WCR 6 and SH 85 were adjusted to correlate with volumes from the WCR 6 and SH 85 Study by Gene Coppola. A copy of the appropriate '-- figures can be found in Appendix B. The background heavy vehicle volumes are also shown and were based on current heavy vehicle percentages. The background traffic is the future traffic Mr. Tug Martin Page 3 February 12, 2001 volume on the area roadways without the expected traffic generated by the site and forms the basis for evaluating the impacts that traffic generated by the Asphalt Specialties - Ft. Lupton development will have on the surrounding roadway system. Estimated Traffic Generation Based on information supplied by the applicant, the following peak season daily traffic generation activities are projected: • Concrete/Asphalt Trucks: 320 trips/day; • Employees and Vendors: 40 trips/day. For the purposes of this analysis, peak day,peak season traffic generation estimates were made and should be considered conservatively high. Based on these estimates, the Asphalt Specialties - Ft. Lupton development is projected to generate a total of 360 peak-day vehicle- trips, or 180 vehicles entering and 180 vehicles exiting the site during a peak work day. It is assumed that peak-hour activity as a percentage of total weekday activity is the same as that published by the Institute of Transportation Engineers in the 1996 edition of Trip Generation as they apply to"light industrial" land uses. As a result, 14.6 percent (28 entering and 24 exiting vehicles) are projected during the morning peak-hour and 13.9 percent (23 entering and 27 exiting vehicles) are projected during the evening peak-hour. Of the total vehicle-trips, it is estimated that six(five entering and one exiting)will be made by employees/other light vehicles in the morning and five (one entering and four exiting) will be made by employees/other light vehicles in the evening. Table 1 provides a summary of the expected traffic generation of the Asphalt Specialties - Ft. Lupton development. Table 1 TRIP GENERATION (1) Asphalt Specialties-Ft. Lupton Weld County, CO February 2001 Vehicle-Trips Generated Daily AM Peak PM Peak In Out In Out Heavy Vehicles 320 23 23 22 22 Light Vehicles 40 5 1 1 4 Total 360 28 24 23 27 (1) Calculated from information provided by Banks&Gesso, LLC. Mr. Tug Martin Page 4 February 12, 2001 Estimated Traffic Distribution and Assignment Based on estimates from Banks and Gesso, LLC, about 50 percent of the traffic generated by the Asphalt Specialties - Ft. Lupton development would be oriented to and from the north on WCR 27. The remaining 50 percent would be oriented to and from the south on WCR 27. Further breakdown of the traffic distribution at the study intersections is indicated on Figure 4. Application of these percentages to the peak-hour generation estimates of Table 1 yields the intersection traffic assignments shown on Figure 5. Also shown in Figure 5 are the total passenger car equivalents (PCEs) for the movements affected by the trip distribution and assignment. The number of PCEs is based on the provision in Section 2.3-4e of the Colorado State Highway Access Code where it states that a passenger car equivalent of three for each truck and combination of 40 feet or longer should be used. It is assumed that all of the heavy vehicles entering and exiting the Asphalt Specialties - Ft. Lupton development will be 40 feet or longer. Finally, Figures 6 and 7 illustrate Year 2001 and 2010 total volumes which are the combination of background (Figures 1 and 3) and project-generated (Figure 5) traffic. Again, passenger car equivalents are indicated for movements affected by the proposed Asphalt Specialties - Ft. Lupton development. Capacity Analyses In order to assess the impacts of the proposed Asphalt Specialties - Ft. Lupton development, related capacity analyses have been performed which compare existing and future background traffic operating conditions (Figures 1 and 3) with those reflecting the addition of project- generated traffic (Figures 6 and 7). The methodology used is that presented in the 2000 edition of the nationally accepted Highway Capacity Manual published by the Transportation Research Board of the National Academy of Sciences. The concept of Level of Service (LOS) is used as a basis for computing combinations of roadway operation conditions. By definition, six different Levels of Service are used (A, B, C, D, E, and F) with"A"being a relatively free-flow condition and "E" representing the "capacity" of a given intersection or traffic movement. The capacity analyses assume the present roadway geometry for the short term (existing and existing plus project-generated) and the expected improvements of the intersection of WCR 6 and SH 85 for the long term (2010 background traffic and 2010 total traffic). Table 2 summarizes the results of the LOS analyses. Computer printouts containing output from Synchro version 5 software (which uses the 2000 Highway Capacity Manual methods) are included in Appendix C. Short Term Traffic Impacts At the intersection of WCR 6 with SH 85, the eastbound and westbound approaches currently operate at LOS "D" and "C", respectively, for the morning peak-hour and "F" for the evening peak-hour. With the addition of project-generated traffic, all movements will continue to operate at current Levels of Service with the exception being the westbound approach which will decline to LOS "E" in the morning peak-hour. In addition, the overall intersection Level Mr. Tug Martin Page 5 February 12, 2001 of Service for the evening peak period will decline from LOS "A" to LOS "C". However, the side street volumes at the intersection of WCR 6 and SH 85 for the short term scenarios are low with or without the addition of project-generated traffic and do not warrant a traffic signal. All of the other study intersections and turning movements under the short term scenario operate at excellent Levels of Service (LOS "A") or better with or without the addition of project- generated traffic. 2010 Traffic Impacts A signalized intersection analysis of the 2010 background and total traffic at the intersection of WCR 6 and SH 85 was performed and subsequently yielded very good results(all movements performed at or better than LOS"B"). Again,this analysis assumed that the planned improve- ments and signalization of WCR 6 and SH 85 were completed. All other intersections will operate at an excellent Level of Service (LOS "A") with or without the addition of project- generated traffic. Some minor street movements are expected to experience long delays (in excess of 50 seconds) but their volumes are not enough to warrant signalization. Figure 8 shows the average daily impacts due to the site traffic including the daily number of heavy vehicles generated by the Asphalt Specialties - Ft. Lupton development and indicates that these daily traffic impacts are minimal. The project-generated traffic will be accountable for no more than 7.5 percent of the anticipated daily traffic on any of the area roads. Truck Impacts on Pavement Condition The destructive effect of repeated wheel loads is the major factor which contributes to the deterioration of roadway pavements. Since both the magnitude of the load and the number of repetitions are important, provision is made in pavement design procedures to allow for the effects of the number and weight of all axle loads expected during the design period. The Colorado Department of Transportation (CDOT) uses pavement design procedures which convert traffic data to 18 Kip equivalent single-axle load applications (18K ESAL). 18 Kip or 18,000 lbs is the maximum legal load allowed on a single axle. CDOT uses the following load equivalency factors for flexible pavement design: • passenger vehicle: 0.003 • single-unit trucks: 0.249 • combination trucks: 1.087 The latter category includes most of the concrete trucks, dump trucks, and tractor trailer combinations that would be hauling materials to and from the proposed Asphalt Specialties - Ft. Lupton development. 18k ESAL's have been calculated for Asphalt Specialties- Ft. Lupton on WCR 27 in the vicinity of the site access where truck loading will be the highest as shown in Table 3, using the CDOT load equivalency factors and assumptions regarding the breakdown of traffic into the various vehicle classifications. Note that half of the combination units were assumed to be unloaded with a load equivalency factor of 0.249. Based on these assumptions, the proposed Asphalt Mr. Tug Martin Page 6 February 12, 2001 Specialties - Ft. Lupton development will generate about 133,675 ESAL's by the Year 2010, or a 26 percent increase in ESAL's over the background traffic. Recommendations In both the short and long term scenarios,the northbound and southbound approaches to the site access do not need deceleration lanes based on their Levels of Service. However, according to specifications from the Colorado Department of Transportation, in instances where the posted speed limit is higher than 40 mph and there is a high percentage of trucks, deceleration and acceleration lanes are needed. Based on these requirements, the following recommendations regarding the intersection of WCR 27 with the Asphalt Specialties - Ft. Lupton site access are made: 1. Based on the posted speed limit of 40 mph in the vicinity of the site, it is recommended that a right-turn deceleration lane of 515 feet (370 foot deceleration lane and a 145 foot taper) and a right-turn acceleration lane of 525 feet (380 foot acceleration lane and a 145 foot taper) be constructed. In addition, a southbound left-turn lane of 554 feet (370 foot deceleration lane, 144 foot taper, and 40 feet of storage) is recommended. According to the Colorado State Highway Access Code, each auxiliary lane must be built to full length and width. Summary and Conclusions Based upon the foregoing analyses, the following conclusions can be made concerning the traffic impacts of the proposed Asphalt Specialties - Ft. Lupton development: 1. During the peak hauling season, the Asphalt Specialties - Ft. Lupton development is expected to generate a total of 320 heavy vehicle-trips and 40 passenger vehicle/ other light vehicle trips. During the morning peak-hour, about 52 vehicle-trips will be generated (28 entering and 24 exiting) while during the evening peak-hour, 50 vehicle-trips are expected (23 entering and 27 exiting). 2. About 50 percent of the proposed vehicle activity is expected to be oriented to and from the north on WCR 27.The remaining 50 percent of the proposed vehicle activity is expected to be oriented to and from the south on WCR 27. 3. Peak-hour Level of Service analyses indicate that the addition of project-generated traffic will have minimal impact on all intersections except at WCR 6 and SH 85 where the Level of Service is expected to decline to "C" for the Year 2001 evening peak-hour. However, the intersection is planned to be improved and signalized by the Year 2003, which will result in a very good Level of Service (LOS "B" or better) for both the morning and evening peak periods. 4. The Asphalt Specialties- Ft. Lupton development will result in a 26 percent increase in 18k ESAL's on WCR 27 in the vicinity of the site access. Mr. Tug Martin Page 7 February 12, 2001 5. By the Year 2010, the Asphalt Specialties - Ft. Lupton development will account for 1.7 percent of total traffic and 25.8 percent of side road traffic at the intersection of WCR 6 and SH 85. 6. The traffic impacts of the proposed Asphalt Specialties- Ft. Lupton development can be accommodated by the existing roadway system with the improvements recommended herein. We trust that this information will assist you with further planning for the proposed develop- ment of the Asphalt Specialties - Ft. Lupton development. Please call if we can be of further assistance. Respectfully submitted, LSC Transportation Consultants, Inc. RFetjJT,. C'f'`se %�= By: Alex J. Ari ello, P.E. - 14982 AJA/BP/wc Enclosures: Tables 2 and 3 ' ,,,,riau^$g` ' Figures 1 through 8 Appendices A, B, and C \\Server\d\LSC\Projects\2001\010040\f-astl.wpd _ ) ) ) . Table 2 Intersection Levels of Service (1) Asphalt Specialties -Ft. Lupton Weld County, Colorado 2001 2001 2010 2010 Background Traffic Total Traffic Background Traffic Total Traffic Level of Level of Level of Level of Level of Level of Level of Level of Intersection Service Service Service Service Service Service Service Service Intersections Control AM PM AM PM AM PM AM PM 1. WCR 8/WCR 27 Unsignalized a) Eastbound Approach B B B B C F C F b) Westbound Approach B B B B C D C E c) Northbound Left A A A A A A A A d) Southbound Left A A A A A A A A Intersection Delay(sec./veh.) 2.7 2.5 3.6 3.3 3.7 6.8 4.7 9.4 , Intersection Level of Service A A A A A A A A 2. WCR 6/WCR 27 Unsignalized a) Eastbound Approach B B B B B C C E b) Westbound Approach B B B B C C C C c) Northbound Left A A A A A A A A d) Southbound Left A A A A A A A A Intersection Delay(sec./veh.) 1.2 1.3 2.0 2.0 1.5 2.3 2.2 3.7 Intersection Level of Service A A A A A A A A 3. WCR 8/SH 85 Unsignalized a) Eastbound Approach C C D C E E E E b) Westbound Approach D D C C F F F F c) Northbound Left B A B A B A B A d) Southbound Left A B A B A B A B Intersection Delay(sec./veh.) 0.7 0.4 1.0 0.8 3 1 4.5 1.7 Intersection Level of Service A A A A A A A A 4. WCR 6/SH 85 Signalized(2) a) Eastbound Approach D F D F A A A A I b) Westbound Approach C F E F A B B B c) Northbound Left B B B B A B A B d) Southbound Left A B A B A A A A Intersection Delay(sec./veh.) 1.7 5.3 2.5 21.8 8.3 14.1 8.4 14.1 Intersection Level of Service A A A C A B A B 5. Access/WCR 27 b) Westbound Approach Unsignalized - - B B - - B C c) Northbound Left - - A A - - A A d) Southbound Left - - A A - - A A Intersection Delay(sec./veh.) - - 2.5 2.1 - - 1.5 1.6 Intersection Level of Service - - A A - - A A Notes: (1) Using 2000 Highway Capacity Manual(HCM)methodology and Level of Service(LOS)definitions. (2) Capacity analysis assumes unsignalized for 2001 and signalized for 2010. ) ) ) Table 3 EDLA Analysis Asphalt Specialties - Ft. Lupton Weld County, Colorado Background Traffic Asphalt Specialties -Ft Lupton Vehicle Class Percentage(3) (4) (5) (6) (4) (5) (6) Passenger Single-Unit Combination Passenger Single-Unit Combination Growth WCR 27 Vehicles Trucks Unit Trucks (7) (8) WCR 27 Vehicles Trucks Unit Trucks (7) (8) , Year Rate(1) ADT(2) 95.6% 1.8% 2.6% ESAL EDLA ADT(9) 11.1% 0.0% 88.9% ESAL EDLA • 0 0 2001 1.11 3,510 3,355 84 91 22,825 63 180 20 0 160 13,368 37 2002 1.11 3,911 3,738 72 101 25,435 70 180 20 0 160 13,368 37 2003 1.11 4,359 4,166 80 113 28,343 78 180 20 0 160 13,368 37 2004 1.11 4,857 4,642 89 126 31,584 87 180 20 0 160 13,368 37 2005 1.11 5,412 5,173 99 140 35,195 96 180 20 0 160 13,368 37 2006 1.11 6,031 5,764 110 157 39,220 107 180 20 0 160 13,368 37 2007 1.11 6,721 6,423 123 174 43,704 120 180 20 0 160 13,368 37 2008 1.11 7,489 7,158 137 194 48,701 133 180 20 0 160 13,368 37 2009 1.11 8,346 7,976 153 217 54,270 149 180 20 0 160 13,368 37 2010 1.11 9,300 8,888 170 241 60,476 166 180 20 0 160 13,368 37 Total 389,752 Total 133,675 (1) Assumes 9 year growth factor of 2.65 (2) Average daily traffic on WCR 27 in the vicinity of site access drive (3) Percentage of ADT by vehicle class (4) Passenger vehicles (5) Single-unit trucks (6) Combination units with gross weight less than 18,000 lbs per axle(moving vans, concrete trucks, heavy rigs) Note: Half of Combination Units are assumed to be unloaded at 5,000 lbs per axle. (7) ESAL: Equivalent 18,000 lb axle loadings : ((number of vehicles per day in each class)x(250 working days')x (load equivalency factor))/2. (8) EDLA: Equivalent average daily 18,000 lb axle loadings (9) Daily Traffic Generation for Hodges Gravel pit on WCR 20.5 west of site access drive * (Multiply by 365 days for background traffic) 05 39 521 19 0 9 o 5--i L...9 e - 0, L11 1 0 — 2� �41) 2t — 4 2—.11!34 )3 0 al n — Approximate Soak 4 34 6) GO N Scale:l"-1,SDO 387(14) _ �. - 1.022(36) N U - CR 8 - 103 5) 1336 7) 111)1 190) 4COl81) 25D L o 730) 8 1 1)20) 7 ailr� „ 1) a 00) 60)' T� sci�) 5 16 40 ° / c 0 C I/O/i D CR 6 1/4 CR 6 I ,055(70) 792) 7566) a J��L°) 1 ' 4—J;L3 1 1 17 3 8 4 L2 2 '6252) 111�>3 ) 6� �11 2 46(3) 23(2) 14 3�I rl 2 389x26) 14 5 1,320(87) \ 71 0) (8 202(8) I Figure 1 LEGEND: Site Location and ' 1.056(39) _ AM Peak—Hour Traffic(Heavy Vehicles) Existing Traffic 52109) PM Peak—Hour Traffic(Heavy Vehicles) February,2001 Asphalt Specialties(LSC#010040) ..1/4.1-4.." Inc CHinr Approximate Seek -jl_ oo N Scale 1.-1,3N-iff r- +t_i- 0 CR 8 { ' ,01 f f r � 4E1 a° / c O C CR 6 1/4 bi �JJ --)11r-- CR 6 { /� f ±-4) \. C/ Figure 2 LEGEND: Existing Lane Geometry - f = Stop Sign and Traffic Control February,2001 _ - Asphalt Specialties(LSC#010040) r. 10 26) il3��)81L9t Ic2(L') 03 N Approximate as N Scale;e:1 m.4ate S7 MI a CR B 32f63 }0N� 1 159) v 0.<' 1(3) p 1 26� I/�fl 3 92a� 13 26 1,2(35) /S 2� 1��e) O�'/ E1 a r�39)1(35) / c PP1��11333) 5 E /ID ...—\ CR 6 1/4 CR 6 CI 2(6) 26 182 5) I+1...-3 1 1 ate) o 6 ��(25) f \ 4.6 I Figure 5O LEGEND: Assignment of 1.056(39) _ AM Peak—Hour Traffic(PCE's) Site-Generated Traffic 521(19) PM Peak—Hour Traffic(PCEls) February,2001 Asphalt Specialties(LSC#010040) ewc r 35% } 4 if 10%I r- Approximate Scale N Scaler r-LSLV N U 35% 5% CR 8 50% Q ++ o 5 r 71 72 T /E; a° 50% I41/ S CR 6 1/4 CR 6 f� H 35% 5% 35% } 10% IFigure 4 LEGEND: Directional Distribution of _ Percent Directional Site-Generated Traffic ~� _ February,2001 = 50/ Distribution Asphalt Specialties(LSC#010040) T ec 1.37 51) 677(25) 0 12 0 7J 1` 12 17 2 k_23 0 T. 4v r50(2) 2 CfI 441) to N Approximate Scale Scale:(W SG7 38)27(49) U CR 8 361L19) 278(14) 5E,.) 2 ) 2�3 2)3 0J 1.42(31+ 36 ) 52(2)i + ( 1 ) — 427 22) O 27(2) 17-1 7 1 Ir�4�Hg 2)4 0) [31116) \\ 0,11 I 3 3) 70(3)0j T� u \156) 1 483(24)8) 6�E1 a. 1 % c I E 21 .2 �� 575 22) CR 6 1/4 CR 6 1,372 91) 1,03568) 421 1 6) 3 ) 121) 354(14) 0 2_,_140) k ) 2 11 3 70 0) 13(0) 15 1 J+LB 2 4 101 6� Y 15 0) 4 6 17 6 4 76405(011 t[14(1f1 ) 75 13-1 fl23 4 60(4) 1,7 30(0) \ 29 g 0 �3I 506 34) \ 36 3) 14 1,71 13) 191.0)) 522 545(22) LEGEND: Figure 3 Year 2010 1,056(39) _ AM Peak—Hour Traffic(Heavy Vehicles) Background Traffic 521(19) PM Peak—Hour Traffic(Heovy Vehicles) February,2001 Asphalt Specialties(LSC#010040) ac 1 G56 0 191 ) 521 1'v — 0 SJ��' 1p J6 - t Ki� (-24 2 — � '4SN N - Agxoxlmate Scale 34 co N — Seale:I--1,5017 387 —_ 1,022 I co — CR 8 — ofi{i n) — 13 119 — 1 17 - 11 19J 1 L8 18 8 25il Cr 13 h15 39) - 15'9 S2�i-)11 r 2 16)2 �_12_(7-fi) S _ 64 20(38) I21ç31) �(35) l — u 58 68) 81203) i(36) O/E1 ti II 333)1(35) c 11(33) c c 1/6 = CR 6 1/4 CR 6 1,055 796 1581_174) 16 9 133(147) ,0 '7J LS 12 12.A8) 2 0 , � 1 ') 2 t 6 22 11 6 1fi32) L656) 2 K �11i�y1p31) 35 I K' 39) 7) 7126 3151) 14 3-i1r", 2 369 14 5/ 1,32° 740) 204(224) LEGEND: / Figure 6 Year 2001 1,056(39) _ AM Peak—Hour Troffic(PCE's) Total Traffic 521(19) PM Peak—Hour Traffic(PCE's) February,2001 tt - Asphalt Specialties(LSC#010040) owrs,ac 1,373 67722 18 0 7-1�1�03 41) t 2 0 ��48)0 2 1 ( 50 2 4 8 53 44 1I 6 in n Approximate Scak 5 44 to N Step/'-/,5W' 503 1,327 N U CR 8 37O12) 280(312) 51 22 23 3—i 11L46 38 52, 17 L19 27 427 0 2727(4B) 36)4 311 ,Ii-, 2� r5-(1 1 1519) S ) �7 ') / T � 153(1.37) �3�(35) T .6 485 537) E1 a0 t rig S5) /11(3}) c �� D �- 213 l/A 575 CR 6 1/4 CR 6 1,372 1,03f539 12' 423 459) 356 388) 21 54� 0 25 17p9�55) h''� 0 70, �13 2 25�jj4��1)(3)1 T 71l{3 24�1� U(9) 4 101 1 �59)4 5 4 76 85-1 f r'43D 50) 15 13-1 17 r�C23 4 60 I K38 60) 29 an I I } 4 506 38 14 1,716 19515) 547(595) I Figure 7 LEGEND: Year 2010 1,056(39) AM Peak—Hour Traffic(PCE's) Total Traffic 521(19) PM Peak—Hour Traffic(PCE's) February2001 ". Asphalt Specialties(LSC#010040) 126(112)/22,430/36,000 36(32)/9,790/12,000- \ — Approximate Scak CO N — Salk r-isia K 0 CR 8 `-18(16)/2,150/10,000 180(160)/10,450/12,000 - a 0 126(112)/1,810/12,000 - 2 —- � �l — w / I — - 0 - C CR 6 1/4 160(160)/1o,aoo/12,000 CR 6 L1816 /570/5.000 126(112)/1,690/12,000 126(112)/33,790/36,000 36(32)/10,740/12,000 Figure 8 LEGEND: Year 2010 Average Daily Traffic Impacts Site— l Total Roadway Fe ruary,2001 126(112)/33,790/70,000 = Generated (pCErS )/Traffic/Capacity Asphalt Specialties(LSC#010040) Traffic \ ac APPENDIX A Counter Measures Site Code : 19 PAGE: 1 N-S Street: US-85 FILE: US85WCR6 E-W Street: WCR-6 Sum of the Vehicles and Trucks DATE: 1/16/01 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 1 292 3 4 0 2 9 77 1 11 0 1 401 6:45 3 259 2 3 1 5 1 106 8 11 0 2 401 HR TOTAL 4 551 5 7 1 7 10 183 9 22 0 3 802 7:00 AM 5 263 4 1 0 0 0 100 7 13 0 4 397 7:15 7 241 0 4 0 0 1 106 9 13 0 3 384 7:30 4 223 0 2 0 0 2 111 8 11 2 8 371 7:45 0 254 1 1 0 2 1 130 1 14 2 6 412 HR TOTAL 16 981 5 8 0 2 4 447 25 51 4 21 1564 8:00 AM 2 201 1 0 0 3 4 140 3 8 0 3 365 8:15 0 199 2 5 0 0 5 109 3 10 1 0 334 Break 4:00 PM 6 193 5 1 0 2 8 298 15 8 0 4 540 4:15 4 173 3 2 0 1 7 252 13 12 1 3 471 4:30 4 167 1 3 0 5 4 294 14 7 0 0 499 4:45 3 205 2 3 0 4 6 335 11 10 1 5 585 /"-TOTAL 17 738 11 9 0 12 25 1179 53 37 2 12 2095 5:00 PM 8 207 2 1 2 1 6 360 9 7 0 1 604 5:15 3 199 2 1 0 5 2 332 9 9 1 2 565 5:30 3 185 2 1 0 0 9 293 17 10 0 3 523 5:45 6 152 10 3 1 1 4 296 10 10 0 3 496 HR TOTAL 20 743 16 6 3 7 21 1281 45 36 1 9 2188 DAY TOTAL 59 3413 40 35 4 31 69 3339 138 164 8 48 7348 Counter Measures Site Code : 19 PAGE: 1 N-S Street: US-85 FILE: US85WCR6 E-W Street: WCR-6 . Sue of the Vehicles and Trucks DATE: 1/16/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 8:30 AM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 6:30 AM 0.91 16 1055 9 1080 1 98 1 East 6:30 AM 0.56 12 1 7 20 60 5 35 South 7:30 AM 0.88 12 490 15 517 2 95 3 West 7:00 AM 0.86 51 4 21 76 67 5 28 Entire Intersection North 6:30 AM 0.91 16 1055 9 1080 1 98 1 East 0.56 12 1 7 20 60 5 35 South 0.92 11 389 25 425 3 92 6 West 0.85 48 0 10 58 83 0 17 • US-85 N W I C S 16 1055 9 J 42> 1080 12 :: :::.::.: r WCR-6 20 1 L 10 1 7 0 58 WCR-6 0 48 Jp425 ::::.:i::::::::::::::.::::::::::::.:.:::::::::::.::::::::::.:::,...,,.:.,:,„:::::,:,.:::::::,,,,::„.::::::::::::: 25 389 11 US-85 Counter Measures Site Code : 19 PAGE: 1 N-S Street: US-85 FILE: US85WCR6 E-W Street: WCR-6 • Sue of the Vehicles and Trucks DATE: 1/16/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 4:45 PM 0.95 17 796 8 821 2 97 1 East 4:30 PM 0.78 8 2 15 25 32 8 60 South 4:45 PM 0.93 23 1320 46 1389 2 95 3 West 4:00 PM 0.80 37 2 12 51 73 4 24 Entire Intersection North 4:45 PM 0.95 17 796 8 821 2 97 1 East 0.64 6 2 10 18 33 11 56 South 0.93 23 1320 46 1389 2 95 3 West 0.77 36 2 11 49 73 4 22 US-85 ::>?:::::>': N 5 .--. >:. 13171:>:::: 17 796 8 821 r 6 65 :„.....;:.:„:„.„:„....,:::::,..,„,„,„,.............................................„ .........„.....„„.„.„.„:„..„:„,„:„..„........,.....„:„.:„...::::::::::.:.:....,. ............. :...„:„::::::, ::::::,..„...... WCR-6 18 2 11 1 L 10 „„,, :::::::::::........., 2 49 WCR-6 :> 33;::> 36 1389 46 1320 23 i-. 842 ..i `i: US 85 Counter Measures Site Code : PAGE: 1 N-S Street: US-85 FILE: AMPM82 E-W Street: CR-6 ,-. Movements by: Lt Trucks DATE: 1/16/01 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 0 2 1 0 0 0 0 6 0 0 0 0 9 6:45 0 3 0 0 0 0 0 4 1 0 0 0 8 HR TOTAL 0 5 1 0 0 0 0 10 1 0 0 0 17 7:00 AM 0 5 0 0 0 0 0 8 0 0 0 1 14 7:15 0 1 0 1 0 0 0 6 0 0 0 1 9 7:30 0 3 0 1 0 0 0 2 0 0 1 1 8 7:45 0 11 1 1 0 0 0 6 0 0 0 0 19 HR TOTAL 0 20 1 3 0 0 0 22 0 0 1 3 50 8:00 AM 0 1 0 0 0 0 0 11 0 0 0 0 12 6:15 0 3 0 0 0 0 1 4 0 0 0 0 8 8:30 8 0 0 0 0 0 0 0 0 0 0 0 8 Break 4:00 PM 0 23 0 0 0 0 1 12 0 0 0 1 37 4:15 1 4 0 0 0 0 0 6 0 0 0 0 11 4:30 0 12 0 0 0 0 0 5 0 1 0 0 18 4:45 0 11 0 0 0 0 0 5 0 0 0 0 16 )&TOTAL 1 50 0 0 0 0 1 28 0 1 0 1 82 0:00 PM 1 8 0 0 0 0 0 5 0 0 0 0 14 5:15 0 4 0 0 0 0 0 4 0 0 0 0 8 5:30 1 4 1 0 0 0 0 4 0 0 0 0 10 5:45 0 6 0 0 1 0 2 9 1 2 0 0 21 HR TOTAL 2 22 1 0 1 0 2 22 1 2 0 0 53 DAY TOTAL 11 101 3 3 1 0 4 97 2 3 1 4 230 Counter Measures Site Code : PAGE: 1 N-S Street: US-85 FILE: AMPMB2 E-W Street: CR-6 • Movements by: Hoy Trucks DATE: 1/16/01 • Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 0 2 0 0 0 0 0 3 0 0 0 0 5 6:45 0 8 0 0 0 0 0 9 0 0 0 0 17 HR TOTAL 0 10 0 0 0 0 0 12 0 0 0 0 22 7:00 AM 0 2 0 0 0 0 0 9 0 0 0 0 11 7:15 0 7 0 0 0 0 0 10 0 0 0 0 17 7:30 0 8 0 0 0 0 0 9 0 2 0 0 19 7:45 0 10 1 1 0 0 0 6 0 0 0 0 18 HR TOTAL 0 27 1 1 0 0 0 34 0 2 0 0 65 8:00 AM 0 8 0 0 0 0 0 11 0 0 0 0 19 8:15 1 8 0 0 0 0 0 11 0 1 0 0 21 Break 4:00 PM 0 7 0 0 0 0 0 9 0 0 0 0 16 4:15 2 7 0 1 0 0 0 11 0 0 0 0 21 4:30 0 6 0 0 0 0 0 10 1 0 0 0 17 4:45 0 13 0 0 0 0 0 6 0 0 0 0 19 HR TOTAL 2 33 0 1 0 0 0 36 1 0 0 0 73 X30 PM 0 4 0 0 0 0 0 10 0 0 0 0 14 3:15 0 6 0 0 0 0 0 6 0 0 0 0 12 5:30 0 9 0 0 0 0 0 9 0 0 0 0 18 5:45 0 3 0 0 0 0 0 7 0 0 0 0 10 HR TOTAL 0 22 0 0 0 0 0 32 0 0 0 0 54 DAY TOTAL 3 108 1 2 0 0 0 136 1 3 0 0 254 Counter Measures Site Code : 00000001 PAGE: 1 N-S Street: OLD BRIGHTON RD FILE: OBRIWCR6 E-W Street: CR-6 , -. Sum of the Vehicles and Trucks DATE: 1/16/01 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 0 36 1 0 1 0 0 8 1 3 0 0 50 6:45 0 35 0 1 2 0 0 8 1 5 0 2 54 HR TOTAL 0 71 1 1 3 0 0 16 2 8 0 2 104 7:00 AM 0 22 0 0 1 1 1 11 0 1 0 0 37 7:15 1 24 0 0 0 1 0 7 1 1 1 0 36 7:30 0 29 1 0 0 3 1 13 0 2 0 2 51 7:45 2 49 0 0 0 3 0 21 2 0 0 2 79 HR TOTAL 3 124 1 0 1 8 2 52 3 4 1 4 203 8:00 AM 2 40 0 1 1 2 0 17 0 1 0 1 65 8:15 0 38 0 0 1 3 0 20 1 3 3 2 71 Break 4:00 PM 2 22 0 0 0 0 0 36 0 2 0 1 63 4:15 1 18 0 0 0 0 0 32 4 3 0 3 61 4:30 0 39 2 1 0 1 1 46 6 6 1 2 105 4:45 1 33 0 1 0 0 2 39 2 3 1 2 84 HR TOTAL 4 112 2 2 0 1 3 153 12 14 2 8 313 J:00 PM 3 35 1 0 0 0 2 51 4 3 3 1 103 5:15 0 24 0 1 2 1 0 66 2 2 2 3 103 5:30 2 30 0 0 0 1 0 53 2 2 1 2 93 5:45 1 20 1 1 1 0 4 52 2 4 0 3 89 HR TOTAL 6 109 2 2 3 2 6 222 10 11 6 9 388 DAY TOTAL 15 494 6 6 9 16 11 480 28 41 12 26 1144 r Counter Measures Site Code : 00000001 PAGE: 1 N-S Street: OLD BRIGHTON RD FILE: 08RIWCR6 E-W Street: CR-6 ,—.. Sum of the Vehicles and Trucks DATE: 1/16/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 8:30 AM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 7:30 AM 0.79 4 156 1 161 2 97 1 East 1:30 AM 0.88 1 2 11 14 7 14 79 South 7:30 AN 0.82 1 71 3 75 1 95 4 West 7:30 AM 0.50 6 3 7 16 38 19 44 Entire Intersection North 7:30 AN 0.79 4 156 1 161 2 97 1 East 0.88 1 2 11 14 7 14 79 South 0.82 1 71 3 15 1 95 4 West 0.50 6 3 7 16 38 19 44 OLD BRIGHTON RD N W I E S 79:.. 4 156 1 161 J 1 ".::. ttt!-.::: ::,.•..:.-, 9 ::.:.. r !.,.....,:t::::::::::.:::::,..:::::::::: :: ::..::.:„. .....::.:.......::.:.:.:„.:.:. :.:::::::::....„:.:::.:::.:....:.... :i.„:::::::::.:::::::::::::::::.:::„.:.::::,::.::.,.:.:.:.:....: ...:.::::.::.::::.: TN CR-6 14 2 7 11 • 3 16 CR-6 6 i 3 71 1 OLD BRIGHTON RD ...".., Counter Measures Site Code : 00000001 PAGE: 1 N-S Street: OLD BRIGHTON RD FILE: OBRIWCR6 E-W Street: CR-6 ,.—, Sum of the Vehicles and Trucks DATE: 1/16/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 4:30 PM 0.84 4 131 3 138 3 95 2 East 4:30 PM 0.44 3 2 2 7 43 29 29 South 5:00 PM 0.88 6 222 10 238 3 93 4 West 4:30 PM 0.81 14 7 8 29 48 24 28 Entire Intersection North 4:30 PM 0.84 4 131 3 138 3 95 2 East 0.44 3 2 2 7 43 29 29 South 0.81 5 202 14 221 2 91 6 West 0.81 14 7 8 29 48 24 28 OLD BRIGHTON RD N I.4 f C S 13 .. 4 131 3 :20:.. 138 3 r .:::,:.::...::.:.::::::::::.:..:.:.:.:.::.:.,.:::.::.::.::::.::::::::.:::::.:.:::::::::: .::::.:„.„:,:::::::::::::::::::::..::::::::::::::::::::::::::::::::::::::::::.:::::::.:.:::::.:,:.: :::.:::::::.:.::.::: :::,:::::::.,::: CR-6 7 2 L 8 2 i 7 29 CR-6 14 i F221 7 .::,..„:.:::.::.„7„:,:::.:„.:::,:„::.::::.::::.:,...:.:::::: :...::.:::::::.,.,:,:,,,,:::::::::,:,:,::::.,..:::::.::::,.:,::,::::::.:::::::::,,,,:::::::::, ::::::::::::„.:.:.::::....::::::::::::::::::::.:::::::::::::::::::: 14 202 5 ::14 .7 . OLD BRIGHTON RD Counter Measures Site Code : PAGE: 1 N-S Street: OLD BRIGHTON RD FILE: CLSFILE E-W Street: CR-6 Movements by: Lt Trucks DATE: 1/16/01 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total Break 7:30 0 1 0 0 0 0 0 1 0 0 0 0 2 7:45 0 0 0 0 0 0 0 0 0 1 0 0 1 HR TOTAL 0 1 0 0 0 0 0 1 0 1 0 0 3 8:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 2 Break 8:30 8 0 0 0 0 0 0 0 0 0 0 0 8 Break 4:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 4:15 0 0 0 0 0 0 0 0 0 0 0 1 1 Break ^15 0 0 0 0 0 0 0 1 0 0 0 0 1 Break DAY TOTAL 8 2 0 0 0 0 0 2 1 2 0 1 16 Counter Measures Site Code : PAGE: 1 N-5 Street: OLD BRIGHTON RD FILE: 086 E-W Street: CR-6 • Movements by: Hvy Trucks DATE: 1/16/01 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 0 1 0 0 0 0 0 0 0 0 0 0 1 6:45 0 5 0 0 0 0 0 0 0 0 0 0 5 HR TOTAL 0 6 0 0 0 0 0 0 0 0 0 0 6 Break 7:30 0 0 0 0 0 0 0 1 0 0 0 0 1 7:45 1 0 0 0 0 0 0 2 0 0 0 0 3 HR TOTAL 1 0 0 0 0 0 0 3 0 0 0 0 4 8:00 AM 0 0 0 0 1 1 0 2 0 0 0 0 4 8:15 0 1 0 0 0 0 0 0 0 0 1 0 2 Break 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 4:15 1 0 0 0 0 0 0 1 0 0 0 0 2 4:30 0 1 0 0 0 0 0 1 0 0 0 0 2 4:45 0 2 0 0 0 0 0 0 0 0 0 0 2 .+TOTAL 1 3 0 0 0 0 0 2 0 0 0 1 7 5:00 PM 2 1 0 0 0 0 0 0 0 0 1 0 4 5:15 0 0 0 0 0 0 0 1 0 0 1 0 2 5:30 0 0 0 0 0 0 0 1 0 0 0 0 1 DAY TOTAL 4 11 0 0 1 1 0 9 0 0 3 1 30 Counter Measures Site Code : 00000020 PAGE: 1 N-S Street: U5-85 FILE: U585WCR8 E-W Street: CR-8 • Sum of the Vehicles and Trucks ,^, DATE: 1/16/01 Time From North From East From South From West Vehicle Begin R1 THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 0 303 1 1 0 4 1 84 1 0 0 0 395 6:45 0 267 5 2 0 5 5 103 0 1 0 0 388 HR TOTAL 0 570 6 3 0 9 6 187 1 1 0 0 783 7:00 AM 0 245 1 2 0 6 3 96 1 0 0 0 354 7:15 0 241 2 3 0 9 5 104 0 1 1 0 366 7:30 0 218 1 2 0 2 6 116 0 0 0 0 345 7:45 0 247 0 0 0 8 4 123 1 1 0 0 384 HR TOTAL 0 951 4 7 0 25 18 439 2 2 1 0 1449 8:00 AM 1 209 0 0 0 8 4 134 1 1 0 1 359 8:15 0 196 2 1 0 8 3 115 0 1 0 0 326 Break 4:00 PM 0 130 3 4 0 6 9 203 1 0 0 0 356 4:15 0 112 1 2 0 8 5 264 1 0 0 1 394 4:30 0 133 0 2 0 4 13 216 0 0 0 0 368 4:45 1 124 2 3 0 1 11 256 0 1 0 0 399 HR TOTAL 1 499 6 11 0 19 38 939 2 1 0 1 1517 0 PM 0 123 0 4 1 0 10 261 2 3 0 0 404 5:15 1 128 1 2 0 2 7 254 2 0 0 0 397 5:30 3 146 6 2 1 0 6 251 0 0 1 0 416 5:45 2 109 1 4 0 0 11 240 1 0 0 0 368 HR TOTAL 6 506 8 12 2 2 34 1006 5 3 1 0 1585 DAY TOTAL 8 2931 26 34 2 71 103 2820 11 9 2 2 6019 Counter Measures .-.. Site Code : 00000020 PAGE: 1 N-S Street: US-85 FILE: US85WCR8 E-W Street: CR-8 . Sum of the Vehicles and Trucks r-, DATE: 1/16/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AK - 8:30 AM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 6:30 AM 0.88 0 1056 9 1065 0 99 1 East 6:30 AM 0.67 8 0 24 32 25 0 75 South 7:30 AM 0.91 17 488 2 507 3 96 0 West 7:15 AM 0.63 3 1 1 5 60 20 20 Entire Intersection North 6:30 AM 0.88 0 1056 9 1065 0 99 1 East 0.67 8 0 24 32 25 0 75 South 0.92 14 387 2 403 3 96 0 West 0.38 2 1 0 3 67 33 0 US-85 N W I C S 395::::c: 0 1056 9 1065 8 r .............................::.x.,.....y........:::::.:::::::::::::,::::::::::::::::::.:::::::::::::.: ::.::::„....::::.:::::::::.......„.....::::::::::::::::.::::.:.:......::.......:........,.................. :.::::::::::....:. :.... ..E.E....,.. CR-8 32 0 0 i 24 1 3 CR-8 2 2 403 7 ......„.:::.:.......::.....:::.:.::......„:::::::::„.,:,,,.,„„„„,::::::..,:,:.•..„...:::.::...:: T .. .. • • . . . ............ . ... . . .. .................................... 2 387 14 T____________ ::.:...„:„:„:......: ::.....,............ 1082:: r. US-85 �. • Counter Measures Site Code : 00000020 PAGE: 1 N-S Street: US-85 FILE: USB5WCR8 E-W Street: CR-8 • Sum of the Vehicles and Trucks ••--- DATE: 1/16/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 4:45 PM 0.86 5 521 9 535 1 97 2 East 4:00 PM 0.75 11 0 19 30 37 0 63 South 4:45 PM 0.97 34 1022 4 1060 3 96 0 West 4:15 PM 0.42 4 0 1 5 80 0 20 Entire Intersection North 4:45 PM 0.86 5 521 9 535 1 97 2 East 0.80 11 2 3 16 69 12 19 South 0.97 34 1022 4 1060 3 96 0 West 0.42 4 1 0 5 80 20 0 • US-85i:::::::::::::?.::] N 5 .;:1<0:33;<:.: 5 521 9 ...................................................... ... ....... ................................. . ...... .. ....... ....................... .. .... . .... . ... ....... ................................. . ...... ......... . ......... ......... . ......... . ...... 535 11 11r :::•..: •.,:.....::: ::: CR-8 16 2 0 1 L 3 1 5 CR-8 ::i 44 4 1060 . ...... .. ....._.... ............ i)i......__..-::?) 4 1022 34 ;:.....528 US 85 Counter Measures Site Code : 20 PAGE: 1 N-S Street: US-85 FILE: CLSFILE E-W Street: CR-8 Movements by: Lt Trucks DATE: 1/16/01 3 From North From East From South From Nest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total Break 7:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 7:15 0 0 0 0 0 0 0 1 0 0 0 0 1 7:30 1 0 0 0 0 0 0 0 0 0 0 0 1 7:45 2 0 0 0 0 0 0 0 1 1 0 0 4 HR TOTAL 3 0 0 0 0 0 0 3 1 1 0 0 8 Break 8:30 8 0 0 0 0 0 0 0 0 0 0 0 8 Break 4:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 2 Break UAY TOTAL 11 2 0 0 0 0 0 3 1 1 0 0 18 Counter Measures Site Code : 20 ^ ^ PAGE: 1 N-S Street: US-85 FILE: U58 E-W Street: CR-8 • Movements by: Hvy Trucks DATE: 1/16/01 1.. "'N° From North From East From South From West Vehicle oe9in RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 0 2 0 0 0 0 0 3 0 0 0 0 5 6:45 0 6 0 3 0 0 0 6 0 0 0 0 15 HR TOTAL 0 8 0 3 0 0 0 9 0 0 0 0 20 7:00 AM 0 5 0 0 0 0 1 10 0 0 0 0 16 7:15 0 7 0 0 0 0 0 11 0 0 0 0 18 7:30 0 11 0 0 0 0 1 9 0 0 0 0 21 7:45 0 13 0 1 0 0 0 7 0 0 0 0 21 HR TOTAL 0 36 0 1 0 0 2 37 0 0 0 0 76 8:00 AM 0 13 1 0 0 0 0 16 0 0 0 0 30 8:15 0 8 0 0 0 0 0 12 0 0 0 0 20 Break 4:00 PM 0 4 0 0 0 0 0 5 0 0 0 0 9 4:15 0 6 0 0 0 0 0 9 1 0 0 0 16 4:30 0 12 0 1 0 0 0 6 0 0 0 0 19 4:45 0 6 1 0 0 0 0 6 0 0 0 0 13 HR TOTAL 0 28 1 1 0 0 0 26 1 0 0 0 57 DAY TOTAL 0 93 2 5 0 0 2 100 1 0 0 0 203 r. Counter Measures Site Code : 4 PAGE: 1 N-S Street: OLD BRIGHTON RD FILE: OBRIWCRB E-W Street: CR-8 Sum of the Vehicles and Trucks DATE: 1/16/01 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 3 43 1 2 3 2 0 9 1 2 1 1 68 6:45 0 24 1 1 5 6 2 5 0 3 3 5 55 HR TOTAL 3 67 2 3 8 8 2 14 1 5 4 6 123 7:00 AM 5 23 1 0 4 4 1 9 1 1 0 2 51 7:15 6 26 1 5 4 3 0 8 0 2 4 3 62 7:30 2 35 2 5 2 6 3 13 0 0 2 4 74 7:45 4 39 3 4 4 3 2 16 0 2 1 2 80 HR TOTAL 17 123 7 14 14 16 6 46 1 5 7 11 267 8:00 AM 7 36 2 4 3 2 0 19 0 4 1 2 80 8:15 6 7 0 2 13 0 2 6 1 2 8 2 49 Break 4:00 PM 4 12 3 5 4 4 2 33 0 0 5 6 78 4:15 2 26 3 2 1 3 4 39 6 0 1 5 92 4:30 0 31 7 4 0 2 5 37 2 0 4 9 101 4:45 0 29 3 2 1 3 3 40 4 0 2 7 94 HR TOTAL 6 98 16 13 6 12 14 149 12 0 12 27 365 "--- . 00 PM 1 27 4 1 1 2 6 47 5 1 4 6 105 5:15 0 16 3 2 0 4 12 55 0 0 3 3 98 5:30 0 16 1 1 0 2 5 41 1 1 4 7 79 5:45 2 8 2 0 3 0 3 48 1 1 1 11 80 HR TOTAL 3 67 10 4 4 8 26 191 7 3 12 27 362 DAY TOTAL 42 398 37 40 48 46 50 425 22 19 44 75 1246 s--, Counter Measures Site Code : 4 PAGE: 1 N-S Street: OLD BRIGHTON RD FILE: OBRIWCRB E-W Street: CR-8 . Sum of the Vehicles and Trucks DATE: 1/16/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 8:30 AM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 7:15 AM 0.89 19 136 8 163 12 83 5 East 7:30 AM 0.80 15 22 11 48 31 46 23 South 7:30 AM 0.82 7 54 1 62 11 87 2 West 7:30 AM 0.63 8 12 10 30 27 40 33 Entire Intersection North 7:15 AM 0.89 19 136 8 163 12 83 5 East 0.87 18 13 14 45 40 29 31 South 0.80 5 56 0 61 8 92 0 West 0.75 8 8 11 27 30 30 41 OLD BRIGHTON RD :.:::; N W I C S .:::i;85;:i: 19 136 8 ...................... .............................. ...................... ......:,,,,:.................. ............ ......................................... ..................................... ................ ::< 163 18 ::», >........32._...:i:: <f: CR-8 45 13 11 i L 14 8 27 CR-8 21 8 i 61 .................................... e. 158 OLD BRIGHTON RD ^ Counter Measures ^ Sit.. Code : 4 PAGE: 1 N-S Street: OLD BRIGHTON RD FILE: OBRIWCR8 E-W Street: CR-8 Sum of the Vehicles and Trucks DATE: 1/16/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 4:15 PM 0.88 3 113 17 133 2 85 13 East 4:00 PM 0.60 13 6 12 31 42 19 39 South 5:00 PM 0.84 26 191 7 224 12 85 3 West 5:00 PM 0.81 3 12 27 42 7 29 64 Entire Intersection North 4:30 PM 0.80 1 103 17 121 1 85 14 East 0.92 9 2 11 22 41 9 50 South 0.81 26 179 11 216 12 83 5 West 0.75 1 13 25 39 3 33 64 OLD BRIGHTON RD N 5 • • /*--' ...........] 1..,:::.:::.::::.::: 213 :::::::::::::::: 1 103 17 L_ 121 _.J 9 :.i4:... CR-8 22 2 25 i L 11 13 39 CR--8 56 ... 1 i r 216 P :..:11.5 : 11 179 26 : . OLD BRIGHTON RD Counter Measures Site Code : 4 PAGE: 1 N-S Street: OLD BRIGHTON RD FILE: OBCR8 E-W Street: CR-8 • Movements by: Lt Trucks DATE: 1/16/01 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total Break 7:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 7:15 0 1 0 0 0 0 1 0 0 0 0 0 2 Break 7:45 0 2 0 0 0 0 1 1 0 0 0 0 4 HR TOTAL 0 3 0 0 0 0 2 2 0 0 0 0 7 Break 8:30 8 0 0 0 0 0 0 0 0 0 0 0 8 Break 4:00 PM 0 0 0 0 0 0 0 1 0 0 0 D 1 4:15 0 0 0 1 0 0 0 1 0 0 0 0 2 r Break 4:45 0 1 0 0 0 0 0 0 0 0 0 0 1 HR TOTAL 0 1 0 1 0 0 0 2 0 0 0 0 4 5:00 PM 0 3 0 0 0 0 0 1 0 0 0 0 4 5:15 0 0 0 0 0 0 1 0 0 0 1 0 2 5:30 0 1 0 0 0 0 0 0 0 0 0 0 1 5:45 0 1 0 0 0 0 0 1 0 0 0 0 2 HR TOTAL 0 5 0 0 0 0 1 2 0 0 1 0 9 DAY TOTAL 8 9 0 1 0 0 3 6 0 0 1 0 28 rte. .-• Counter Measures Siie Code : 4 PAGE: 1 N-S Street: OLD BRIGHTON RD FILE: 0BCR8 E-W Street: CR-8 Movements by: Hvy Trucks DATE: 1/16/01 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 0 0 0 0 0 0 1 0 1 0 0 0 2 6:45 0 0 0 0 0 0 0 0 2 0 0 0 2 HR TOTAL 0 0 0 0 0 0 1 0 3 0 0 0 4 7:00 AN 0 0 0 0 0 2 0 0 0 0 0 1 3 7:15 0 0 0 0 0 0 0 2 0 0 0 0 2 7:30 0 1 0 0 0 0 0 0 1 1 1 0 4 7:45 0 2 0 0 0 0 1 0 0 0 0 0 3 HR TOTAL 0 3 0 0 0 2 1 2 1 1 1 1 12 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 8:15 0 1 0 0 0 0 0 1 1 0 0 0 3 Break 4:00 PM 0 1 0 0 0 0 1 0 0 0 0 0 2 Break 4:30 0 0 0 0 0 0 0 1 1 0 0 0 2 ,45 0 1 0 0 0 0 0 0 0 0 1 0 2 'OTAL 0 2 0 0 0 0 1 1 1 0 1 0 6 5:00 PM 0 0 0 0 0 0 0 1 0 1 0 0 2 Break 5:30 0 0 0 1 0 0 0 0 0 0 0 0 1 5:45 0 0 0 0 0 0 0 0 1 2 0 0 3 HR TOTAL 0 0 0 1 0 0 0 1 1 3 0 0 6 DAY TOTAL 0 6 0 1 0 2 3 5 7 4 2 2 32 Counter Measures • *** Weekly Summary for week of January 21 , 2001 *** Page 9 ...g.***************************************************************************** to File : M0101009 .PRN Station : 000000012214 Lane( s ) : 1 Identification : 000000012214 Direction : Eastbound City/Town County : ADAMS Location : CR-6 E/0 OLD BRIGHTON RD *: ************** .***************************************************4:********** L1 22 23 24 25 26 27 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg . Avg . 01 :00 0 0 0 02:00 0 0 0 03:00 2 2 1 04 .00 2 2 1 05:00 1 1 1 06:00 0 0 0 07 :00 4 4 3 08:00 15 15 11 09:00 6 6 4 10:00 3 3 2 11 : 00 16 16 11 12: 00 10 10 7 13: 00 6 6 4 14:00 4 4 3 15:00 10 10 7 /14 :00 9 9 6 :00 8 8 6 18 :00 14 14 10 19 :00 6 6 4 20:00 2 2 1 21 :00 4 4 3 22:00 1 1 1 23:00 0 0 0 24: 00 3 3 2 Totals 126 126 90 ******************************************************************************* Avg Wkday 100 .0 % Avg Day 140 .0 AM Peak Hr 11 :00 AM Count 16 PM Peak Hr 18:00 PM Count 14 ********** K*****************************************'*_***:******:***=#*y'.*******a ** .-- Counter Measures '~ *** Weekly Summary for week of January 21 , 2001 *** Page 10 **********************: *************** :********: ***************** *********** .a File : M0101009 .PRN Station : 000000012214 Lane( s ) : 2 Identification : 000000012214 Direction : Westbound City/Town : County : ADAMS Location : CR-6 E/0 OLD BRIGHTON RD : ***************: ** :***********************: ******: **************: ************* 21 22 23 24 25 26 27 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg . Avg . 01 :00 0 0 0 02:00 0 0 0 03:00 0 0 0 04:00 0 0 0 05:00 2 2 1 06 :00 4 4 3 07 :00 10 10 7 08:00 13 13 9 09:00 8 8 6 10:00 4 4 3 11 :00 10 10 7 12: 00 9 9 6 13: 00 8 8 6 14:00 5 5 4 15:00 4 4 3 :00 7 7 5 :00 7 7 5 14:00 3 3 2 19 :00 7 7 5 20:00 1 1 1 21 :00 1 1 1 22:00 1 1 1 23:00 0 0 0 24:00 0 0 0 Totals 104 104 74 ***************** ***********************************************************-** Avg Wkday 100 .0 % Avg Day 140 .0 AM Peak Hr 08:00 AM Count 13 PM Peak Hr 13: 00 PM Count 8 ******************** ******************A **************** * ***** *** *****t***' • Counter Measures *** Weekly Summary for week of January 14 , 2001 *** Page 1 ******************************************************************************* Data File : M0101003 .PRN Station : 000000011829 Lane(s ) : 1 Identification : 000000011829 Direction : Northbound City/Town County : WELD Location : OLD BRIGHTON RD N\O CR-6 ******************************************************************************x 14 15 16 17 18 19 20 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg . Avg . 01 :00 10 10 i 02:00 5 5 '1 03:00 3 3 04:00 2 2 1 05:00 12 12 c 06:00 18 18 1: 07 :00 33 33 24 08: 00 66 66 4; 09:00 52 52 3; 10: 00 74 74 SC 11 :00 114 114 8: 12:00 96 96 6� 13:00 135 135 9f '14:00 83 83 5c 15 :00 136 136 9: 16:00 163 163 11( 17 :00 174 174 12 18:00 180 180 12` 19:00 108 108 7. 20:00 59 59 4: 21 :00 49 49 3' 22: 00 30 30 2 23:00 14 14 1( 24:00 11 11 t Totals 625 1002 1627 116. ****************************************************************************** Avg Wkday 38 .4 61 .6 % Avg Day 53 .8 86 .2 AM Peak Hr 11 : 00 AM Count 114 PM Peak Hr 18:00 16: 00 PM Count 180 163 ********************************************** ******************************* r-- Counter Measures *** Weekly Summary for week of January 14 , 2001 *** Page 2 ******************************************: **********: ************************1 Data File : M0101004 .PRN Station : 000000011826 Lane( s ) : 1 Identification : 000000011826 Direction : Southbound City/Town - County WELD Location : OLD BRIGHTON RD N\O CR-6 ******************************************************************************-. 14 15 16 17 18 19 20 Wkday Dail> Time Sun Mon Tue Wed Thu Fri Sat Avg . Avg 01 :00 8 8 r 02 :00 5 5 4.. 03:00 3 3 04 :00 5 5 4. 05:00 9 9 f 06: 00 37 37 2 07:00 98 98 7c 08:00 113 113 83 09:00 100 100 7 10:00 88 88 6. 11 :00 108 108 7 12 :00 124 124 8 13:00 128 128 9 /..-'14 : Q0 114 114 8. 15:00 117 117 8 16:00 165 165 11; 17 :00 117 117 8 18:00 128 128 9 19 :00 86 86 6 20 :00 39 39 2: 21 :00 29 29 2 22: 00 17 17 1 23:00 8 8 24:00 4 4 Totals 428 1222 1650 117 *********************************************************************: *******1 Avg Wkday 25 .9 74 .1 Avg Day 36 .3 103 .7 AM Peak Hr 12:00 AM Count 124 PM Peak Hr 18:00 16:00 PM Count 128 165 *************************************.**************************************x**. Counter Measures Volume by Vehicle Type Report Page 1 ******************************************************************************* Data File : D0118003 .PRN Ration : 000000011829 .entification : 000000011829 Interval : 60 minutes Start date : Jan 18 , 01 Start time : 16:00 Stop date : Jan 19 , 01 Stop time : 16:00 City/Town County : WELD Location : OLD BRIGHTON N/O CR-6 ******************************************************************************* Lanes 1—i are Northbound Thu - Jan 18, 01 Vehicle Type Cycle Cars 2a-4T Buses 2A-SU 3A-SU 4A-SU 4A-ST 5A-ST 6A-ST SA-MT 6A-MT 7A-MT None Other Total 17:00 0 135 32 0 2 0 1 0 2 0 0 0 0 0 2 174 18:00 0 122 40 0 6 3 0 0 2 0 0 0 0 0 7 180 19:00 0 77 20 0 3 2 0 0 0 0 0 0 1 0 5 108 20:00 0 47 8 0 0 1 0 0 0 0 0 0 0 0 3 59 21:00 0 34 10 0 0 1 0 0 0 0 0 0 0 0 4 49 23:00 0 10 2 0 0 0 0 0 0 0 0 0 0 0 2 14 24:00 0 7 4 0 0 0 0 0 0 0 0 0 0 0 0 11 Fri - Jan 19, 01 01:00 0 7 1 0 0 0 0 0 0 0 0 0 0 0 2 10 02:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 03:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 04:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 2 5 0 0 1 0 0 0 0 0 0 0 0 4 12 X00 0 7 4 0 1 0 0 0 0 0 0 0 0 0 6 18 0 0 11 6 0 1 2 0 0 0 0 0 0 0 0 13 33 Ou:00 0 24 15 0 4 9 0 1 0 0 0 0 0 0 13 66 09:00 0 27 15 0 3 0 0 1 1 0 0 0 0 0 5 52 10:00 1 50 17 0 4 1 0 0 0 0 0 0 0 0 1 74 11:00 0 75 33 1 1 2 0 1 0 0 0 0 0 0 1 114 12:00 0 55 38 0 1 0 0 0 0 0 0 0 0 0 2 96 13:00 0 92 29 1 9 2 0 1 1 0 0 0 0 0 0 135 14:00 0 58 23 0 0 2 0 0 0 0 0 0 0 0 0 83 15:00 0 90 37 0 3 2 0 0 1 0 0 0 0 0 3 136 16:00 0 124 27 0 5 2 0 0 0 0 0 0 0 0 5 163 Grand Totals 1 1062 368 2 43 30 1 4 7 0 0 0 1 0 78 1597 Percentages 0.1 66.5 23.0 0.1 2.7 1.9 0.1 0.3 0.4 0.0 0.0 0.0 0.1 . 0.0 4.9 :::stsssstssss*sssssssssst*ssttsssssttx:tsssssss*sss*ssss*sss*ssssss*isssssssss*sststssstxs:sss**tssssttssststtststsss*stst**tssstt �-. Counter Measures Volume by Vehicle Type Report Page 1 ******************************************************************************* Data File : DO118OO4 .PRN ation : 000000011826 .entification : 000000011826 Interval : 60 minutes Start date : Jan 18 , 01 Start time : 16:00 Stop date : Jan 19 , 01 Stop time : 16:00 City/Town County : WELD Location : OLD BRIGHTON RD N/0 CR-6 ******************************************************************************* Lanes 1-1 are Southbound Thu - Jan 18, 01 Vehicle Type Cycle Cars 2a-4T Buses 2A-SU 3A-SU 4A-SU 4A-ST 5A-ST 6A-ST 5A-MT 6A-MT 7A-MT None Other Total 17:00 0 90 16 1 8 0 0 0 0 0 0 0 0 0 2 117 18:00 0 93 25 0 5 0 0 0 1 0 0 0 0 0 4 128 19:00 0 62 16 0 4 0 0 0 0 0 0 0 0 0 4 86 20:00 0 24 9 0 2 0 0 0 0 0 0 0 0 0 4 39 21:00 0 19 6 0 1 0 0 0 0 0 0 0 0 0 3 29 22:00 0 11 4 0 0 0 0 0 0 0 0 0 0 0 2 17 23:00 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 8 24:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 Fri - Jan 19, 01 01:00 0 5 2 0 0 0 0 0 0 0 0 0 0 0 1 8 02:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 3 04:00 0 3 0 0 0 0 0 0 0 1 0 0 0 0 1 5 "00 0 3 4 0 0 0 0 0 0 0 0 0 0 0 2 9 JO 0 10 11 0 3 3 0 0 1 0 0 0 0 0 9 37 07:00 0 42 22 0 9 1 0 0 3 0 0 0 1 0 20 98 08:00 0 69 22 1 6 2 0 1 0 0 0 0 0 0 12 113 09:00 0 57 29 1 9 1 0 1 1 0 0 0 0 0 1 100 10:00 0 60 19 1 5 1 0 0 1 0 0 0 0 0 1 88 11:00 1 68 26 0 6 1 0 2 1 0 0 0 0 0 3 108 12:00 1 66 37 1 10 1 0 2 2 0 0 0 0 0 4 124 13:00 0 87 34 0 7 0 0 0 0 0 0 0 0 0 0 128 14:00 0 73 27 1 7 1 0 3 2 0 0 0 0 0 0 114 16:00 0 113 36 1 9 3 0 0 1 0 0 0 0 0 2 165 Grand Totals 2 969 350 7 91 14 0 9 13 1 0 0 1 0 76 1533 Percentages 0.1 63.2 22.8 0.5 5.9 0.9 0.0 0.6 0.8 0.1 0.0 0.0 0.1 0.0 5.0 xx:****:x*:x:xx*:x:****s****xz***xzt**********stsx:*xtttttx*xx:z****:tx:t*:*:z**:****zx*sa**s**:***t*::*xtt:****x*xs*sx:x*******$*$ Counter Measures *** Weekly Summary for week of January 14 , 2001 *** Page 2 ******************************************************************************* piata File : M0101002 .PRN ation : 000000011825 Lane( s ) : 1 Identification : 000000011825 Direction : Westbound City/Town County : WELD Location : CR-8 E/0 US-85 ******************************************************************************* 14 15 16 17 18 19 20 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg . Avg . 01 :00 1 1 1 02:00 0 0 0 03:00 3 3 2 04:00 4 4 3 05:00 6 6 4 06:00 57 57 41 07:00 44 44 31 08:00 45 45 32 09:00 40 40 29 10:00 25 25 18 11 :00 32 32 23 12: 00 17 17 12 13: 00 25 25 18 14:00 21 21 15 15:00 30 30 21 16 :00 21 21 15 17 :00 35 35 25 :00 22 22 16 _ . :00 35 35 25 20:00 19 19 14 21 :00 15 15 11 22:00 6 6 4 23:00 8 8 6 24:00 5 5 4 Totals 166 350 516 369 ******************************************************************************* Avg Wkday 32 .2 67 .8 Avg Day 45 .0 95 .0 AM Peak Hr 06:00 AM Count 57 PM Peak Hr 17 :00 15:00 PM Count 35 30 ************************************************************** **************** �„� Counter Measures *** Weekly Summary for week of January 14 , 2001 *** Page 1 ******************************************************************************* eta File : M0101001 .PRN ation : 000000011841 Lane( s ) : 1 Identification : 000000011841 Direction : Eastbound City/Town • County : WELD Location : CR-8 E/0 US-85 ******************************************************************************* 14 15 16 17 18 19 20 Wkday Daily Time Sun Mon Tue Wed Thu Fri Sat Avg . Avg . 01 :00 9 9 6 02:00 2 2 1 03:00 3 3 2 04:00 2 2 1 05:00 24 24 17 06:00 8 8 6 07:00 26 26 19 08:00 31 31 22 09:00 26 26 19 10:00 24 24 17 11 :00 19 19 14 12:00 32 32 23 13:00 39 39 28 14:00 42 42 30 15:00 41 41 29 16:00 63 63 45 17:00 69 69 49 x`:00 81 81 58 L / :00 54 54 39 20 :00 30 30 21 21 :00 22 22 16 22 :00 31 31 22 23:00 22 22 16 24 :00 12 12 9 Totals 384 328 712 509 *****************************: ******** * ************************************** % Avg Wkday 53 .9 46 .1 % Avg Day 75 .5 64 .5 AM Peak Hr 12:00 AM Count 32 PM Peak Hr 18:00 14:00 PM Count 81 42 ******************************************************************************** Counter Measures Volume by Vehicle Type Report Page 1 ******************************************************************************* Data File : DO118OO1 .PRN ation : 000000011841 _Jentification : 000000011841 Interval : 60 minutes Start date : Jan 18 , 01 Start time : 15 :00 Stop date : Jan 19 , 01 Stop time : 15:00 City/Town County : WELD Location : CR-8 E/0 US-85 ******************************************************************************* Lanes 1-1 are Eastbound Thu - Jan 18, 01 Vehicle Type Cycle Cars 2a-4T Buses 2A-SU 3A-SU 4A-SU 4A-ST 5A-ST 6A-ST 5A-MT 6A-MT 7A-MT None Other Total 16:00 0 21 10 0 5 1 0 1 5 0 0 0 0 0 20 63 17:00 0 33 20 0 1 6 0 0 0 1 0 0 0 0 8 69 18:00 0 18 8 1 7 6 0 1 2 0 0 0 0 0 38 81 19:00 0 15 7 0 1 1 0 0 0 0 0 0 0 0 30 54 20:00 0 6 0 0 1 7 0 0 0 0 0 0 0 0 16 30 21:00 0 10 2 0 0 2 0 0 0 0 0 0 0 0 8 22 22:00 0 8 3 0 1 3 0 0 0 0 0 0 1 0 15 31 23:00 1 6 1 0 0 1 0 0 0 0 0 0 0 0 13 22 24:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 9 12 Fri - Jan 19, 01 01:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 7 9 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 03:00 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 3 K00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 2 00 0 4 0 0 0 3 0 0 0 0 0 0 0 0 17 24 06:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 7 8 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 26 08:00 0 7 1 0 2 3 0 0 0 0 0 0 0 0 18 31 09:00 0 5 1 0 3 4 1 0 1 0 0 0 0 0 11 26 10:00 0 4 4 0 0 2 0 0 2 0 0 0 0 0 12 24 11:00 1 6 4 0 1 2 1 0 1 0 0 0 0 0 3 19 12:00 0 15 4 1 2 3 0 0 0 0 0 0 1 0 6 32 13:00 0 20 8 0 3 4 0 0 0 0 0 0 0 0 4 39 14:00 0 23 11 0 3 2 0 0 1 0 0 0 0 0 2 42 15:00 0 21 7 0 2 0 0 0 3 0 0 0 0 0 8 41 Grand Totals 2 228 91 2 34 51 2 2 15 1 0 0 2 0 282 712 Percentages 0.3 32.0 12.8 0.3 4.8 7.2 0.3 0.3 2.1 0.1 0.0 0.0 0.3 0.0 39.6 ttitttttttittttti mastttittttttttttitttittttttttttttttttititttitttttttttitittttssmtttttitittttttkttttttttttti**ttittttttt*ttttt Counter Measures Volume by Vehicle Type Report Page 1 ******************************************************************************* Data File : D0118002 .PRN °"-'motion : 000000011825 .:ntification : 000000011825 Interval : 60 minutes Start date : Jan 18 , 01 Start time : 15:00 Stop date : Jan 19 , 01 Stop time : 15:00 City/Town : County : WELD Location : CR-8 E/0 US-85 ******************************************************************************* Lanes 1-1 are Westbound Thu - Jan 18, 01 Vehicle Type Cycle Cars 2a-41 Buses 2A-SU 3A-SU 4A-SU 4A-ST 5A-ST 6A-ST 5A-MT 6A-MT 7A-MT None Other Total 16:00 0 11 4 0 3 0 0 0 0 0 0 0 0 0 3 21 17:00 0 12 3 0 1 6 0 0 0 0 0 0 0 0 13 35 18:00 0 2 2 0 4 5 0 0 0 0 0 0 0 0 9 22 19:00 0 1 2 0 2 6 0 0 0 0 0 0 0 0 24 35 20:00 1 1 0 0 0 2 0 0 0 1 0 0 0 0 14 19 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 22:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 5 6 23:00 0 0 1 0 0 2 0 0 0 0 0 0 0 0 5 8 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 Fri - Jan 19, 01 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 J 0 0 0 0 0 1 0 0 0 0 0 0 0 0 5 6 06:00 1 0 1 0 3 1 0 0 0 0 0 0 2 0 49 57 07:00 1 1 0 0 1 2 0 0 0 0 0 0 1 0 38 44 08:00 0 3 0 0 1 4 0 0 0 0 0 0 1 0 36 45 09:00 0 10 5 0 1 8 0 0 1 0 0 0 0 0 15 40 10:00 0 6 6 0 0 4 0 0 0 0 0 0 0 0 9 25 11:00 1 6 7 0 3 3 0 0 1 0 0 0 0 0 11 32 12:00 0 7 3 0 1 3 0 0 0 0 0 0 0 0 3 17 13:00 0 9 6 0 4 1 1 0 0 0 0 0 0 0 4 25 14:00 0 8 7 0 2 2 0 0 0 0 0 0 0 0 2 21 15:00 0 17 4 0 3 0 0 1 2 0 0 0 0 0 3 30 Grand Totals 4 94 51 0 29 51 1 1 4 1 0 0 4 0 276 516 Percentages 0.8 18.2 9.9 0.0 5.6 9.9 0.2 0.2 0.8 0.2 0.0 0.0 0.8 0.0 53.5 xtxxxxxxxxxxxxxxxxxttxxtttxxxxtzxxxxttxxxxxxxxxxxtxxttxxttxxtxxxxtxxxxxxtxtxxxxxxtxxxxxtxxtxtxxxtxxtxtxtxxxxxxxtxxxxxtxxxxxttxxxxtx r--� '�' APPENDIX B 7, • cr 2 ,u, ... x .. v E to o .. CO d •D C 0 an o n her- In _Z o o \ Z o a 15/10/20 /, 1 4-70/10/110 z "' 1� 4- 120/55/125 "' 4--- 5/5/5 15/15/5 {35/30/10 ei C 4—105/40/120 10/1515 1 15/10/20 on WCR 6 O 50/65/65 --4. N/N1N -14 100/110/130 --Di. IF) rie 25/30/70 --341 I m N! The Z 00/90/110 ---i. z in 10/10/5 —O. in 0 0 N 85/85/70 —� o 't o go o Zo ul a9.- -a t7 N m o CO OI N in C > en 4 o.a rn0 co me N o CO J N i LEGEND: 6:30-7:30 A.M.2:30-3:30 P.M./4:00•5100 P.M. N=Nominal Figure 10 NOTE Rounded to Nearest 5 Vehicles. TOTAL TRAFFIC -2005 .8 N .- i, nit , as at 1re.• ,s es a Jo a INS. ISM !r a a ll Ma 1 0 0- 0 01 0 0 2 •-• x U' a m -o ia` O CO o ,0 (0 M 1!I a m Z 15 O v N O IC 15/10/20 n 4—65/15/120 Z IL `I 4— 115/60/135 ' ' in 4— 5/5/5 0 15/15/5 11795 lc ,r1 35/30/10 100/45/130 10/15/5 {- 20/10/10 13 WCR 6 Al 60/70160 -► N/N/N --it 110/1151135 --ii1 3900 30/30/70 N/N/N Z 90/95/105 --e, N/N/N The10/10(5 --► N3 z ,f Z 90/90/75 -The.142 CO r° o N Q z a 2 a M N CO O N n N c co d in U L 'y 10 .` in 0 6 m m Q me Vi 4 Q — r ) i a R LEGEND: 6:30-7:30 A.M.1230-3,30 P.M./4.00-500 P.M. Daily • N=Nominal Figure 11 NOTE Rounded to Nearest S Vehicles. TOTAL TRAFFIC -2012 "0 4 pr.�!!gr,r..�.-. -_*.. ••-n...-:T'.., ..,n""'r'.-w.e...w....,. '�.-- ... . .-.- .. . "s`�r,....•••.Y+r .n..... �.�.oa•tls.r,u.�'�`7.w..� I-r-.,��l�y*ry. 1 • m U' Itcri 0 40 Z7 2 ig 1 c a lit- 20/10125 4- 85/35/160 '* °' 4-5/5/5 O 35/30/10 ) �-20/10115 O WCR 6 65/65/85 1) N/N/N (V 25/30/55 Z ,n 10110/5 o,n z , 60/70/70 o a N ~ N Ul _ O 17 In N • Q 00 GO N Q g '0 1O Q Q en N b O - U C Se l mu cu Ct LEGEND. 6.30.7:30 AM/2:30-3:30 P.M./4:00-5'00 P.M. N=Nominal Figure 12 NOTE Rounded to Nearest 5 Vehicles. TOTAL TRAFFIC-2020 -a 4 APPENDIX C HCM Unsignalized Intersection Capacity Analysis 1: CR8 & CR 27 2/2/2001 Lane Configurations 4, 4. 4, 4, Grade 0% 0% 0% 0% � d/fi)�;' .wn'ffbi,�' "" ``` ..° ! 2aar'aSIO -tieM50 gi Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 'U i0. ..Le vsh'0)r ' :ft' 6r 's''°;. m^4"ts!grf:b' iiiin1Wittf,63 23 PedestriansMie .�::° .24:04/441.:;,0:7: ,i Walking Speed (ft/s) Right turn flare (veh) Median storage veh) aft QJe t92 ° s � ' vC1, stage 1 conf vol '" 9e o6Titi $ ' tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 80₹(g4,ifa ee% ' 'a98 9" •- i 98 IX ate? 51: cM capacity (veh/h) 634 641 874 665 633 998 1401 1540 �a ,atittit..scS_i '. t4kl [&,;11:4a' �.,1... ..�. � . WOIUf11e7 Ot& t.o.-..e.._,.."' +.g 9.'a,�r.>J,'' -«n .YS ..: - .`. ., , ' a kv. � �5 � '�'`�.. �..�. stils�a, w_ rE* c...} Volume Left 14 17 0 9 x. ,. .. - z f �� + r r .„oxu�1exmRI9h�".�,nom, .K }� x, � 5 �#a. u rwli ..�, ??��.x ,�.�F�',ew3,�a. .rt,�x:k;:._,_",<, l cSH 688 752 1401 1540 jtgn_10 Capacity , 0,r05 Z0 D7'kt 1800 {?0 i�`+,, a"h'"r jj�� ,o},u - ♦ :?"w3v Y.. �. , RAMdFsStuF�uvBYN'4iy��s., .9 Gx�'h .. ...� .. .�, Queue Length (ft) 4 6 0 0 Lane LOS B B A Approach DelaY,(s)..' `19:5 x,10: ,i 0 0 " "0,44 ,4�:r - i s , g i } .}e. A«. .SsNm i�GMYiw^vwY5M.LLC� $Y S�dIG�F ,m:C}a. _ .$v ..rw�.[nr}.�y-«c iv'Rx.. !C@mi}}CJ: Approach LOS B B @x e .v-.. y9 ,p:,} r .:.� Uy } . , r �:. "a q. 4r y+.° ✓ y.: Average Delay 2.7 jlierseccoon_Capaclty Utlilzak on e4r,"v2 0 PiO $Yt't rO,,y$e19,102 t `. t' „3y.w r i: , . 2/2/2001 Existing AM Base Synchro 5 Report Page 1 LSCI NCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 2: CR 6 & CR 27 2/2/2001 f44\ t t ti 1 d .� k �, .10:3:1:-:-.41ka � _:. .ate.... �..., A� Lane Configurations ,. 4, 4. 4. grnicaM Ati ,f kss,:., 1:91?-AL "SA; ?- Free, r" Grade �))l;Cjn)y}. 0% 0% 0% 'y 0% Leg';{:,�.e ai1r r x. ( � 1. y � '"�3 ,2�§.$21r pi's i e '..ii 7�ae4 3,R1 4'"k,.b"..` A1' £d 68, `ts 4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0 92 0.92 0.92 Pedestrians y.►e ' COW x WItEetflW1 Walking Speed (ft/s) W - ar Right turn flare (veh) Median storage veh) J0 , . * egitrat`: vC1, stage 1 confpvyol P H"Janti....�e� f V0I Mp -..✓ir .£ =x" .afi :x^,. 'st'.' .�.. �n a $... u ,:ra t ieP tC, single (s) 7 1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC 2 sta e s J l x :• x „� s , .a....,_...9 �..J ..rte>x .r ;: w�'"w..�'.'�.. ''.'era_i'«�.r, '"�?��;��+�. . 3ii"�� m�' -,�' tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 iSPIg gtre`free a Mi:ba, P,P.W.9 �� 9, .� Ob t �r . 'rfe .^ �,t.,., .. -1a . >5 ,�_ � �$,� � � 100 cM capacity (veh/h) 672 631 863 661 630 980 1400 1525 ,Yttf..uutw rt- a e 115V VOI.(0110:1-T01,1*Valt. . 1 g ?f', "581S88LIS ! "'Js'r h e .� $Y e' 44 rry v` 7,1t f},.2 Volume Left 8 12 3 1 "Vo[ue2igt ,LL ,ar 5x-., .u». .x cSH 723 672 1400 1525 !o ii e o ap ciY. t 0Y02�02 0p.o 000 .gyp t o ^` i `a3` _ ri n $ W., Queue Length (ft) 2 2 0 0 ontrol belay (s)'=`,_s X01 10'5°r r0 3 J k *0 0 3 i ' FA ftIr u x,vs r ..v��a..�' e�.E.- .Fnstz'3.,,. ,.�, a �v�.� tt5t"-:s .E7.." ..... r,r__ Lane LOS B B A A roa5h Dela"'s 01 10 5 ' D 33#a ()0 a " ' > z r s Approach LOS B B �'aS`d "3'd �6t.6,LYt..;w Fu}..�.',S»..m.,.ae.c Mt Sir `s^3" z. "',s:�".r'si�','4`a...rs.3.✓,.,u:.rb. ....vG r....., -r....;w.l u�..,,3u'SM__.i^..,�Y.C.f w'�.._.mev.t ,w,' Average Delay 1.2 inters*.Bork Gapacdy Utrhza)rpn'T , x'20 1°4_ i ICIJ Level,Af Servr e, µeada„ A*., 44 fl 2/2/2001 Existing AM Base Synchro 5 Report Page 2 LSC I N CCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 7: CR 8 & US85 2/2/2001 jo.w. {�IuA ,...V ! Lane Configurations 4. 4. ►� +T p +1 r 5fUrialt0[mx. 14,a ? Grade 0% 0% 0% 0% P . °Mme' m s, •*k. $r '15 t6 Jflo. Peak Hour Factor 0.92 '0.9i 0.92 0.92- 0.92 0 92 0.92 0.92 0.92 0.92 0.92 0.92 ..:012; a 3r 9s . si." " 5, ,,- 7," t? 2 l WI0 Pedestrians t raTeMbaWalking Speed (ft/s) Right turn flare(veh) 2 t .tee. WON, ar , tauaa bq9at ."° ° Median storage veh) vC1, stage--1 conf vol t✓ ,°s'age`'2tO off` `` , 4.�.,-5 . ,s gtC, single (s)) - - 7.5 w 6.5 6.9 7.5 6.5 " 6.9 n 4.1 ¢ 4.1 l . . ' 9e:\Ss,`..,k«r `�` ...s...�„„,'g:3'!t g-u.xi dA..1T WSg�....,. tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 R0 9Geiae free Flo is. a r g9•v t o() _ • 3 O0r r 99 x. 0 �", (veh/h) cM capacity 85 89 438 167— 91 784 572 1104 Volume/Totai ... ,37 t?x a6 . 226 117W' 1D G96 2Ac1' "() ' a f Volume Left 0 28 2 0 0 0 10 0 0 0 cSH 189 205 572 1700 1700 1700 1104 1700 1700 1700 Volume to"'Capaewiy p.b2 0'18:X00ar(1113- D V t 0 01 71 0,DT . 1,36 6 1r '.. Queue Length (ft) 1 16 0 0 0 0 1 0 0 0 CoftFolTpelaY_(s ° 243 26 r aa6• 9W0t x . 6 � $3, 04¢ 00 .:0:02 RP Lane LOS C D B A App@ach`i7e"ladg g4 3 ,267 ; i14,d^ . ii 9 ; a ar ApproachLOS C D Average Delay 0.7 If re-r'3eCl dit Ca a4l tlll2atiOA - 4aTa `t 19.O-, WO Of SO4.-Ee 6" 2/2/2001 Existing AM Base Synchro 5 Report Page 3 LSCI NCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 8: CR 6 & US85 2/2/2001 )�lf �ft��CY «..,,e.�:a,5�z_... ... 4r�.� r,.;_ J'*1w_ 'SYY �1...:..A:� '- YAYl�'S'�. :. .��,�,�a..;:-� �$...,.a.a4�Qt.....,��,✓. :.t r �. Lane Configurations 40 4+ ►I ft' r ►i +t r Mi Q6bfroi n=u; Stop s' r Stap ree; * ,S fli-" w` I°r E Grade 0% 0% 0% 0% OL. ?. of a Az.,,-0-40"; "ill- . 144 t.5 l''—tiartLWAWP.47,ZitO Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 -al a «) :f a,it' . 5 9 M l - 3479 =4 . 299, AO. Pedestrians : ,It ft Mit,s i thci t Walking Speed (ft/s) grgnto,-4311. Right turn flare (veh) Eg I o t l,fi" s:..- .N,o 1Nt 7-reliaV, Median storage veh) :,,t� `. _ o(ui. 6' 1641 1`11879 •,9 a Si3A attar af t -. vC1, stage 1 conf vol tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 <V5PWair 4W: tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 4OWg rQe loa }-`79 :",.100 bt.. ' 6' ` 13:alli98 ;` .r 1r 2 rr_t `x ,;;. x'.99 z cM capacity (veh/h) 62 67 417 103 67 768 531 1081 tt x.511bi `gdi,1r" .. x Y�„��.ae�i4d"�.m'�. �+.� .�' Volun Otala : 'Z2 . ._"241 32 240 .01 ,la $1," G49,afl 0 e lifitveal Volume Left 13 8 32 0 0 0 12 0 0 0 7a101-4'Righf.:7:0"` '...r59 LL 15 180 "', :`5 - :tk? tQ ;'20t i cSH 204 217 531 1700 1700 1700 1081 1700 1700 1700 Uoiut�e t 4,0-6ily , O 35 _ 0 11 t., 8 06 414 04 {5taSI"1.0;3„8„y0 38„W,0 A1, Queue Length (ft) 37 9 5 0 0 0 1 0 0 0 ControltDelay(s)`,: ,r"F,w 32 0 F 23:7.=- '12,214 0 2,;3 `o t ''0'' 8 4 ' 0 4 Oz D 0, p' W e vxe:. n_ J.. ma. �`rn'$5 n_ rs�.»rdx.. „Ya'.,.....'.�:.'�'uia'N n,_ Lane LOS D C B A Te6 Defy s ' F' 32 0 23 7:" . wr. .... a. W«.n_<li-.-i., ,ie�skinUM�*Y...w�rIM Approach LOS D C Average Delay 1.7 s .p .. , 0 } a,`J r -• .d. R.i`�i 3s sx.u'"f ¢ ^isY " ei Irt. rseetwn Ca aci Utilization `'47 2/,�s,,_„ ,ICU Level of�Seice`+W��tr ,��q� � ' „R�� , 2/2/2001 Existing AM Base Synchro 5 Report Page 4 LSC I NCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 13: Access & CR 27 2/2/2001 .�i�. ,�._a'-� x_.��r Lane Configurations ►yr + r t gram"Contro) _,, ,u . Sfop ? . .< ,� a. pet, _ _ - '._ 'Ws ',", Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 rill „ ate, °. `. °i... W4''' 0 I' `9 _ #.:.:V . 6 ..a .,: ; Pedestrians L.a e"VPi'clth ft six Via.: Walking Speed (f/s) r enflockage `r Right turn flare (veh) Median storage veh) gi rTc.:0 flicbng1o1Ujn t` S. c s su <. ' ,,Q _ t c`` ,a .r. VC 1, stage 1 conf vol FrC2hstage 2 cotlf b as a sau N- rV ,,fir'. ,, 3c�'g `,� E2�� '�, -szr�ncn�z. ��"x6:.:�,;., sx, a� .w�,tt 3Sy tC, single (s) 6.4 6.2 4.1 8+ fi. 7 ON ,u* a c, e u, xg' rh ^,; ."t et y ' -xa '8 tC 2 Ca 8 5 �e� � `�..�� -�"«�`: `""��a�xr�a� ,�a�YK,r%� =��..�� cr��&'^*,�3 �'� ".'; tF (s) 3.5 3.3 2.2 pb41ue"ie'iree ". 00. =00: a Pg a cM capacity (veh/h) 713 970 1515 r7rIri r,*r, .. ..:an,,; ra- mss.;. .F+. ,yY; x et .t g� .. �.S _m., �,..3.^�r ,a,_.4"r :«�akaa_ .. m �,L.% X�f ,`'..'-�.�..§rz `�+.rts" �" R�.;..s:v...ss '� =ad .,,e `'+'" uv...-8 ".9a..r�r"�'�..::.ye (2: m ,. t?, LOP x•92` 0 0 E 89 _ - t Vou e-To 1 ^� `. �t Volume Left 0 0 0 0 0 Volume Ri ht" Al i0 , 0 g" 2 0 XPI ,,ems" '"r lair � t. g _ s:,a �,a 3,?mow rte^ �-t.,.,, �.sil.� �_ ,�.S�,..,�.�.. ..,�.u;rE=:a6 _.,rc ..,uts.,.�. cSH 1700 1700 1700 1700 1700 Volum4o Capacity"t9et tg..90470A? 0 OO ,P00Z 01:1 eZe.. "44,4SG _ .. 4_r , LTiSh Queue Length (ft) 0 0 0 0 0 Control Delay (s).x b t. 0 ,0 O 4'D 0... '60 0 `�0 0_,WP .. *..t, M At " 4. , fit, , a , y: Lane LOS A Approach Delay�s).._.,, „ ,0'0 0.0 "`"t` ° 0 x `I ,i . ` -'z. �, a_,„c:°"r.:E*._ c: a.. ..tra.-., x:,.eC;.x:=F.,x�Ae Approach LOS A to e..:. a } '4Y 8riJ° A� ya.', ..;.•' +...Pcw. 4t�re mi'he. .?.6.r�:°ate_.k. ,�„�,J ,`."�.,a.., _ rte.,-� ' '�w�...n gw;, .t. , Average Delay 0.0 1ncersectlon Capacity`Utilizafionx = tt3 AWl 4lkCU11#A bf,Servi g i; " 47 ,may ;,, t_`= 2/2/2001 Existing AM Base Synchro 5 Report Page 5 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 1: CR8 & CR 27 2/2/2001 J C 4\ t - 1 d .;in:€1 V. .Ja *5. _, f .. `!' Lane Configurations xx4,�g;� 4, 4, 4, g.I.gnaY,r;.�* "$ x S0IZn 4, S 9 ha'rifh, Plie `W, 'timu� ''.£-' RE41:5 Grade 0% 0% 0% 0% l3 A ;; , , ::, ° ` ,vO 24 a" `g a'8 • i5 > 1: Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 : - _ `r � ,�t".=� �"�� fit'6, � ,�'��_ .�1f zx. 3 Pedestrians Walking Speed (ft/s) fierce T ' f "sa , _ ., :. Right turn flare (veh) A:dia A.` Median storage veh) pp�� g P.. ef29, o '$ Me V .r�' ^a .'NA" `- wz'k ' ;.� ,₹`: .q in'u` ", r .``•".^utwr`+"zS& ',:,' . vC1, stage 1 conf vol tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 C 2`- f e :4) ° mT: it .�X38xxq, 4Sr8 i.t,,A .':_ a-ez, tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 k 9' 1 w 0 ueue. "ee�' � � '97 � � � �, -" .'' , ��. 98 � ��' 99 cM capacity (veh/h) 563 575 866 547 570 988 1392 1527 �.E_ �tr 8 7ydx. •. Wolume?otat` e' , k}60m , 5at fS Q a `� r r fl"". Volume Left 14 21 26 9 WOIURt0'♦ I t118 s4S5' a41 7V:e 221 2 id x u 7* ' ".` 4^t Tst eeTi i V €-x I,.... 9 t.- � �- .�,:v � = ��_�`.� w.�,� . wpb., . ,__�,.�. _. cSH 721 664 1392 1527 Queue Length (ft) 7 7 1 0 � : �onttdt;petayy(s)" 10 4, ,�108� .9 � fls4�c� u, . °� .. � � �, '� {>c Att xx.".�` .�M a _ rs. ,. H+€,tear. KNw,.,A. x a,,._ Lane LOS BB A A pProac Peia , S r X1,0 4 0 P i'"ar ,,9 Oat 61S ;— w sx x}" as r an F tr> , Approach LOS B B Average Delay 3.6 liifersee6"onTCapOcftyUtifizaticn` ,f-cr2224% :` ` vsfarne[3ac' - 2/2/2001 Existing AM Total Synchro 5 Report Page 1 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 2: CR6 & CR27 2/2/2001 T 'HAW. _ } x sAo♦(� YaYJ )s °fiE � mt K :..'�' AWL.' . ) t. Lane Configurations 4, 4, 4. 4, -Wage* •fife.oThrsratairte-§213d'.-:1 Grade 0% 0% 0% 0% fo e f1� t3 x C' ,. 4 4; *t'' w4 '(2$ Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.82 towttik -top,Pedestrians Walking Speed (fUs) 'es a t0. 9.9? .>, Right turn flare (veh) Yak ‘0.firalgstia,,,444,6:% atj Median storage veh) vC1, stage 1 conf vol tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 rg .fa'�95 fi s` a^�«.,E'"�;^. . ' , CB iro° ." ` . tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 cM capacity (veh/h) 633 603 841 627 592 971 1362 1515 . c x z a s y ` ///olume'7otICS -46 ' 1$4 96 X224 �..e�a}u.-..e.<FK�rr�r�'��d.. ��'..v�'. ar�k�rov v�.a�� ✓ l..r Volume Left 36 12 3 4 Volum itigfi ��n _�' 1 CO" `-.'• PI � # 3T mail a',; " t n, r- cSH 653 679 1362 1515 bV,§j m_2r.M t'eijp Clt .:OsU7 T,(t,0,3` b;po j 4t d ,. '''°" 2 �,``a t . ..,. „ . .z' i!5 '�``?::: . " , tea..._, ,. ..... .. �. .:: ` , � � .._ � ,,. ". Queue Length (ft) 6 2 0 0 CCOltjrO, P:ga .'�ls),& . .,s.ci0.9 20 0' ' fl•' 1 .I . 7' ;1" �'i"""" trt�. ., ^i�i ss,�+�i".;E�a'.�X.,....Y��tp.r v..�r.ratu�J.L�1.fiL'�1,Ctviv^'� �.b r;'�i`v¢t�, Lane LOS BB AA Ap ro'ac MDelaltRei t M0 612713 7. S�0 2 a Approach LOS B B r r• Average Delay 2.0 lhtgrseefionT agelty Ufi(¢at p�tira22}7%a ',q.P.A CW SWa . ' ' ; _y 2/2/2001 Existing AM Total Synchro 5 Report Page 2 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 7: CR 8 & US85 2/2/2001 & 4\ t t ti 1 r Lane Configurations ft tt 15 , 3 , , ,.c-w .. �« �.rsaa. , Grade 0% 0% 0% 0% • i," .',:..; 'X i4 ,d eicgr x._ .. . r •te :, Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 .., ek/ 1a4 "?.* g 0 5":. 'mm ' .. .. saltWP Pedestrians �,q tx,'d +,. �Y"ArS ,.A 'afira hu > s ' z' .,r: ,. ..�'�. ` ';- °k*" z= ° E $ '" 3 . . c-.`a Walking Speed (ft/s) •- ' �ff € - 4= _ .�__ �, -.: . �� .�� - . ate � �a��` Right turn flare (veh) a,.�, e £''` .« •� �`. '.. ,'7;i ^ F'fla::4 .` .: �:. ', a j,r Median storage veh) ry vC1, stage 1 conf vol - — tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 t/�,�.} 3 e1 5 "` 'ci sx}, - xs^ -.. ._ � � 4 ,-�, ',�` .raf{•n"',.�".:.�C6�'z...,.�..�.,�-u� s �'� �-.�e�'cs�a�&� :»^:< �Sx��.. �-5ka .'nS..a.r!a��a�„Sc�.kas��a"6a. tF (s) 3 5 4 0 3 3 3 5 4.0 3 3 2.2 2.2 Pa eeatfree; yo iaat-PFr. 120,Mit 1a4 E bQ V t'x7`gin` and '�y �- � oats � �., � ,��..�..� ..r.,s�._�= cM capacity (veh/h) 70 80 438 149 82 784 572 1104 i*a r ;Ktzm s+rr an^ . �+ U y„ ..F.. Be 'w e t ?+'fit e; ..$ .. v .::,., ;�' :4-�. Ag:,., �..r'" ..$z, �.* •, s<>T ..*z...�..��'�-�� .'�.�^�'X:�` `.'�,F�. :.. tin Pd '°•tr "� �Y - .. n�P(�� .�. �� IA��a��.₹ �� +S.mi g9wtij:o otal�t ₹z 3` 6 2 ; ?126 26} 17, -ogst 6 61& E0 ista t , Volume Left 0 28 2 0 0 0 38 0 0 0 !b"Iurhe Right ' '.. Pl2is. se�` "t0 . Wf£PA for, J cSH 17581700 269 572 1700 1700 1700 1104 1700 1700 W(o14*fay apacity ,"kO b2 O43„ fl Oo i t 3 y.4≥<('.3x$,4.Q1 b Q3 X36 :tirAg Q0 ' 3 ,s :`: Queue Length (ft) 1 22 0 0 0 0 3 0 0 0 d tro(oglaws s t`259Sa .4" 113 " (Prt g0 :i0:0; $4 4, Q"psi QQT. t J ; 6. y.(..�> ._.. �E <. .o>_ .- a3�f sw w_a.r_ x._..,,,+ _, .:2h. .utTM -«t�zti{ Lane LOS D C B A 6PProaa) fgrOV O " '` , 3 1 g4 i01Ect ,. „: • .0;,..,s4; ,-'t` . ."� ,� . �s, tl _„� r.t ..._.�.. . S4;z. F,se tea+ ':�i, m�ma.a.- f=. xr' "�� 's �. .=C' Approach LOS D C Average Delay 1.0 inrte Ifkk apacity Utl rgOitffi erfl`tlIMPA IM 2/2/2001 Existing AM Total Synchro 5 Report Page 3 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 8: CR 6 & US85 2/2/2001 t Tr 4- t 4\ t t `► l 4' � . . Lane Configurations 4. 4+ ' tt r ►� tt 1" Pi m' 1 tip '' tdp a .. 3. lam„ 1 Faree.1.5e!. Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 14/2,4taffetatAinna ^0 9 • yd .. ?-S.PPAr.1.14120. Pedestrians y .e i. .7.V. r fts.,r,2 Walking Speed (ft/s) 47:EWStritiV1 Right turn flare (veh) Median storage veh) b�- ..4f .,« pv�C1+, stage g 1 confkvol�* +�,, p� M.E''t" 'k)br. ..f i."3" ' .+,k�,s'ti. 4*,':TS.PT,.S? .fk # '' `'g. .:' t .ae.: '� .: y' " 1;T; ' b4 :rT_3 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 e 0:;egic ni tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 P� 21i 48 a/e F ,.. a„1 ' 0P l86 _ 6 6 . 'd."mow�k` 99 r F p :-: cM capacity (veh/h) 62 64¢ 417 0 103 67 768 531 �1y055 ... %& v.3. 'iaai` w#. 4} 7.4 4'(YfkXt�Pk.4 [v . �.-:.,_ .a ,. "4tzx;A 'a'�.trt�.{u"'s''.. ...,, ''r �x �. t ruat#..�< r rr s'�`at_*+�.,t,..��5sy�.,'.esC..i7 oJume total ;72' Q ' 3 }x 2 '+`24 "x,21 0 4 47*.• 1,2 . 49O ' 9 fl Q4 4 t" ` Volume Left �13 34 32 0 0 0 12 0 0 0 YOJU.ti7'Rgt.lat.aTeRS,,�+' 1'a..-PraZb", , , 0 i° 0 • i'2' . 4:4)3 Q, , ` .t?7, 20 M 1`y�'r, � a cSH 204 137 531 1700 1700 1700 1055 1700 1700 1700 Vo,Ja,S,to,Capaci(y „ ,D 5- .A36 , 06 "0'(4, b 4 !07 tJ Q 8 008. O oi' ;` '...{ Queue Length (ft) 37 38 5 0 0 0 1 0 0 0 Control Delay.(s) 3 0 ,45 6 l2 2 0 01 0 0 r � A 0 B$'' Lane LOS D E B A Approach LOS D E n.,. .,.},...saa::. .«Cne..,.xW5=wn+.o-ww.tm• {, i...Sw raJ:,..au..o-.+.u...,�«...[a.,.',,,..-..�,.w�1h�w},ti�caz,�"".u'tll`�'4.�6h.2`tu'fu'89 Average Delay 2.5 1ntWrseetton7,4a06.101.91741 4tion -1471*-°�`" 04:0Ce 6 Senrk,„ ax 2/2/2001 Existing AM Total Synchro 5 Report Page 4 LSCI NCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 13: Access & CR 27 2/2/2001 •a.A .t.at^ ?;I.,t�. Lane Configurations ►� t r ►) t '`�RFres .k`.' m t* `a .. < ;;., ` ar d ro,v. 's,,°, Grade ] 0% 0% 0% 5 , r vehJ 7:1,. u' ric ., ' ,° ' M?r;,?' .t.).2( ;3.39: *177. " 'saya' x v,R�,a7Scit:... 4.11 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Dort rate8 'e, , 2k 4? 9 ,.' M z,s %Mid; Pedestrians 1 { Walking Speed (ft/s) p� S,+'. :,; h w.�+^aEt z',`"' ... .. .fia rte*≤ v, ;ri r .,v a ;. .„,, i. i __ 1.= .ri .Mclai Riiigghht turn flare (veh) Median storage veh) 6,''C a6;rnlietinrIo ..- '. 2 t35 ArX 1 i XN vC1, stage 1 conf vol 2lit . onfrth-n. _ ,: izzr;. r R^`'t ¢ '$ 'itY ' „t 'k *. `,= .`'x. ,,1� � 'w'.,°%x'S�s'�'.rtt.. '*v'�'. .,3:,;..,v- ti"?.meY?"k-'. :!`�.�:r tC, single (s) 6.4 6.2 4.1 prt x 5>* «a:1p 14 "?n.,t• a1 ,' ,y tF (s) 3.5 3.3 2.2 6 ueue fine %- i 9d= ,.86 ` r'a "° 97 art ,ro �- _ .' 1 q.....r ,a4 e. "' �— . ,_ ..uia. ,�u,+.�..-ar�-'vt...d.v ...S... s-., r ._ uaFt cM capacity (veh/h) 619 970 1462 r$. u ' rf x ,(4 .§#�'f!'3' }� 'x� 'r •....rg'vbr"`�. ':,' r ` .,.�x s 7. .r ��,J+�:_,_ �,v*,�,:,}tgym _,.�, ,st;�xx _.�..,.=c4'z r ...#;,eu..z.,��,-av�,..+ ? ..�r.,�.�-$�wa�_..n..�.ixv zd.� `''fir ? aC: ?,,. ''€. _...,., ,147z*^ia 43.;16. '..,. :211 �e g. y't t r.h �.( '�.. �:AVt6 Volume @tal to "` T8 9p " 2 .! .189 -" irr n Volume Left 39 0 0 42 0 Vol me ajdriMflfi-Y5200 . 0 cSH 756 1700 1700 1462 1700 Volutne td Capani y 010 -0 05° 0 o. 3 11 ' '. ., . : ' ' 7, , Queue Length (ft) 9 0 0 2 0 control..Delay (SMY, X410 3 0 0 ',0 ".l 5. - 00 Lane LOS B A }lpproac`hi D`el'a`y` ("s} 10 3 . .0 bZ7' - ;4.`f t " 'W . .. .. .. fit Approach LOS B a _i tfiina t DV;,i ..:e'. as sf_�,:�.:._w,F..-a"Csx.a��.;maesS.c._..w�.'.f ..v� Average Delay 2.5 triter'section-Qapaieity Utilization } 2t'�2%. r ' (QoUvel of Seance 9.:_. • x A ;„ 2/2/2001 Existing AM Total Synchro 5 Report Page 5 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 1: CR8 & CR 27 2/2/2001 f C ~ & t P v 1 r �alg{�v{s')!?.b2.� � ... ...... `� � .,. � ... i°...�r L .::,�f..�'� 1@ � 's•�?t�.. +....,�•k.'✓1 .� .R.k". � '�...F`d-�...v :'a Lane Configurations .'I'. 4. 4+ 4+ IS ET Grade 0% 0% 0% 0% ggyy�J� rtir9Wril .t 'izd'S ni - • 'a ! 3 :2 7;9,'t''s .,- . ' .�`,:. ? 8 �9, ' �..e ' • {�P�jee^akk;pHour Factor 0,.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 t 0 t�'4'�;;seh ?-T,_.9.+- , 6 .,2_sr '10`'H :'u o"t. ''n ;we Pedestrians Walking Speed (ft/s) � Right turn flare (veh) Median storage veh) vC1, stage 1 conf vol GCS agg ttfUo :(34 4:: s`. tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 "•R" tx{T°' �» +Wdr r +1 �C(2�s'₹ag,?;�� s��_� `. � . � . z:f .�a. � z� �t., ' tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 J4 ' i�i? 97 100,E a 9 `tat . , t98 p0 dart free a 40,29 a cL, �u_,. e cM capacity(veh/h) 518 503 933 514 513 815 1475 1333 a...^' 1:1.1. 4 3 .:.:,i »1. fly `t.cu w, 71_ Y'152: rX`LR s- x.0 ... F 4 at%. .f �0.IU e•. O}a(nts 4i 47 a e ig,§ ,w 45 r arx-. '2"s:r"i ' .^�.��' ''�' a+`''`;.+n .. .� ...�, ,J..u2.-.-a�a` ". _..J�.,s"�� .tsG �wt..,. , ,-,t �zs a7��a+� eaut�.: Volume Left 29 14 14 21 cSH 518 596 1475 1333 Voiuflle tc,;1Ca7pacity . PA,0M19 04 ,01 C,O2:7117 . " 4 ..b.,.o ., ° .ry t - 7 47: Queue Length (ft) 7 3 1 1 Lane LOS BB A A Appf*:h`belaY s).', ,Jgi , 113 .011 :1 2 ° l.. _._;`t.. . ,__ Approach LOS B B �k��®I,L 14Y'u]n,. r-,y. �` (1'+ "•ice ..>r h' 5 �f :'.a4 � Yi�rE.EP btt ti: , . A�q. T...» tai Average Delay 2 5 Jttteisectlo'.baapacgI 9.61.1zatioa 272°l0 , ;f ICU 2/2/2001 Existing PM Base Synchro 5 Report Page 1 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 2: CR 6 & CR 27 2/2/2001 i sr c k 4\ t t `► 4 r Lane Configurations 4. 4 4+ _IKO Olt ( °n. .n )y. a. nSSOO' ee ` " ^'=S-lar sirrit ti Grade e 0% 0% 0% 0% _qrVpfli _. q } Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 5 1 '10?2.4g �' 4 . 3 K' 4 Pedestrians aN Eff ;;:wt M ,. W `: en Walking Speed (ft/s) Fero rtt' lop gg &``l(s Tit. Ittliffair za Right turn flare (veh) P - za g. ,gam .� �-.:w.�.. .�*r� � ,„ :, 1 b�.'dfis°'� `�^" �; '3 of�,� '�+x.. .i§� • �`�. d sn `+c ,+ �w.wss,;.' "��. �iC Median storage veh) C tS it fftC t olur l 5 . S1 5 -ifs:* 44 O, 242' my vC1, stage 1 conf vol C?,?-�� ge conf.vRT *7..:1 r to .ra,ip:cilikts:41:titc-jr.14,0 _ _ei rEi tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 1C;25t6ge 14. ' ', . 's ue a'W itE �-172' ,ti n' 2:41WAlitallt&Z. tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 14.0. jj��`u2$�'e free��/o 'tom '"98Y` g'p¢�,.. }�~ ;fib ` 09 Q0 r` s � b` - ,�A, ,. %: 4' �I,u kL. VC�{'"rsu�k "� Y" A r.�.. av' 5!s. Y`u�,s`S� ��.. F fL, ,�`'�:='rY cM capacity (veh/h) 520 507 896 498 508 804 1434 1336 ..k aia VOIUme7-91,4.4', r. ,. 32a 8A 6PDPfl.7: Volume Left 9 2 17 3 ,Vo1umeiRight"," .,_ nR2ZA.§.t. T.35 4 tax+ 1 Witt ` e cSH 647 599 1434 1336 Queue Length (ft) 4 1 1 0 0,onjtrol'DeIay{sj y : 10;87 w.11 1ew06tt p t ` it z tr O ? a ' faM: .j ,�zf. . , . Lane LOS BB A A � n [oach Dela pY.�.» y Approach LOS B B .e.6............ s.:., ..a..e,4a_,w:h,.a.�.,,t,_ Average Delay 1.3 Intersection Gapac{ty Utd¢ation,1aa$=DntalCU Leuelof SeWit,; 2/2/2001 Existing PM Base Synchro 5 Report Page 2 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 7: CR 8 & US85 • 2/2/2001 C ? i* s _ . _....a*° .{ Lane Configurations 4, 4. 11 +T r Tf r !9! `.4.. 0 2 .a _ ap: = f4P. tee r ree .. Grade 0% 0% 0% 0% )4. ili* d- y.' 6 YX _ mt .Y :.: © ..9$', $• `g, x55 ,',.. 'aie5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 tlitr at"e"YeL„ '1.7 ,t,73 ' „ Vi.µ U� 608 Pedestrians roan rNld 3(tttiM k ' ~ ai, xs?�, f2 Walking Speed (ft/s) .04::fli.;vcigtv43vost.ftgfitwtict.9:A?;,J.44a101#440.2rMit 4.',R g Right ig turn flare (veh) MAdLW ..-5.6...'." r -,:.a O o t „ ,. 3:fr ' , bri._" 4tili• „° i,'.a4{4,::: :..er', . iza Median storage veh) ' a lic ' o J ..,$6$ 6488- ; : d. • 233 - vC1, stage 1 conf vol G"O2 ge7E'eonf 4t. z t .a.�r 4 W tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC `sta' e e. :sax ,':'_' ,r-•. `.;. -Si�.�',....,.-.�.-, .).r.:z v ,. 3'crAw., ' .2#'� Sit = tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0gtieae ee,/o ' ..�_PA.: - 18= �ga "':l9 t%.7 •<0Ca` ' s98 "fit r.`. cM capacity (veh/h) 124 72 698 79 75 451 976 572 s _a':.((r x!.$<n yv,, tt M 'P�. zcaA:zr 3as � '_` 4.-am xm 1roes yelumetrOtalla iga 5 a . _ . 5 04" 0-att m th Volume Left 0 3 4 0 0 0 10 0 0 0 iaU §,µ Rl ht rz . k,^xc£{ t" d 3P & ` "% 1 a I cSH 254 180 976 1700 1700 1700 572 1700 1700 1700 Volume;t0 Capacity"„- p 02 0 J 4 0 00 m0, 351 ,0 02!104 0280'18, , 0Jw 0 00', i ;, Queue Length (ft) 2 8 0 0 0 0 1 0 0 0 Control,Delay{s) „ r2 495,x, 272 XI87 -owl r gD 002si1 ,$=00, gp;TMb. ;{ _tMn Lane LOS C D A B Kpp[oachpetayt(s) :'•- =)19:5Z127 2 "0 0 "`x_ ,. "t)2e , .. a�.., k,-..,,'._'�c. ax§ace. .,�-x .�.,�..,...''. ._s�.5rf'�r..�,w;>.�xit ,w��.....- . _ _,,ut Approach LOS C D Average Delay 0.4 Intersection' CapacityUfilrza5ot OVIMICIP2 ett017.01$010e7Witli . lialPIPMW ° 2r 2/2/2001 Existing PM Base Synchro 5 Report Page 3 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 8: CR 6 & US85 • 2/2/2001 / ,` ®.6timuc...w,_....:...s: ,...... .., • � -;* ea.ap,�R'd.'��:`.'+ 5 a�., '� r ..wi.�a �',`,..s}Y 4 .:'S, sl ,_ a' ;...'4 °' L .'.':a �A.»-:'".Ag, Lane Configurations 4. 4 '9 H' r tt r i otitrol $ ,�' orb o Cba rz Free a * ` IMe e �. + Y,.,., c Sad.��.*.e'aibTi..�.� {' �k..& . _ �'b. t+»x,� �. ,.. Grade 0% 0% 0% 0% ' : • . 52 49' ` . _ ..40, X19 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ou.4 what et,, , ...si4 .§7S07?4.a� '_ 9 ";*:113.17-1 Pedestrians ate..ta e t Walking Speed (ft/s)W Right turn flare (veh) 'eBTan, :. . `= .' : gat ,' tfiiiiitarf'42;29'‘...siteNigtiatia.SIOROtaailta Median storage veh) V§7o )c 1i. "4Tfi _*i 9 3;`.gS "758 999 53 � ' vC1, stage 1 conf vol yC2 sfge 2 conf vot tC, single(s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 IC&2 sta5.e(5). j 7? .. m .7 4,7-14,1121*,11 :vAl` tF (s) 3.5 4.0 3.3 3.5 40 3.3 2.2 2.2 pO queGe treeN >58 $3,, . 1 aif7a, a 92 ' rAx, .4974 cM capacity (veh/h) 33 18 530 17 18 326 701 396 ,_x g .lk41:em E t..F .c a. itit . .)`.0 1, . .i,.�> L.�. ._.....L4L..:+ . Vplume:T0tal a 1 0 ./e 221' `�..77. 8 8 24 y' 29 ', 11. x4893 `89' '1 m4ta . Volume Left 14 13 57 0 0 0 11 0 0 0 tcQ 1sta- p toJ cSH 95 23 701 1700 1700 1700 396 1700 1700 1700 Volume:-Kpl apa)fYic ' _6_$ 4p 93M,,9`9p Q48 s fr98:. 0.02 0 03, p,28:�, 2b Queue Length (ft) 76 69 7 0 0 0 2 0 0 0 Control Delay=�s) " 92 8 3973, 10,,6' t7s0�Qrr4, 0:0 14 4 A 6 Q 0'=" ' '' Lane LOS F F B B f Pp baa Oelay s) ' i 928 395`31 6 1521 02< ,�, s ..t m. �,..._ ,a�.w a,a �_..3ttFd_?nu.a�+s..a, ;: � Approach LOS F F •uCi�• "'� _ &,..`.&M"t$3'Ya...a,....,�,w..=. :J.+,.cdu .s m..s.:.�F3'S ....w'Ee:»v.J..sav�"u4z_'s�r Y-.r ,__,: .�..u'�.i.... •.:...d.....aa3,.eu1"s0.i�r Average Delay 5.3 Tnterseetlor>C4paclty D111:4tion "7 5 2° , k„ 4110§lnof e e;e rai,,„ a -';; 2/2/2001 Existing PM Base Synchro 5 Report Page 4 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 13: Access & CR 27 2/2/2001 jY.~. 'lrw.:p3, 14d �' �aPt ..r � a .u~ ₹ ...... .... ..w s.n_re_.e e. • uv.. rvv.Ma.a ..G- xY.e 1} �..n��.w Cv 3ic.. ..ia.. Lane Configurations M t r 'S 1 f rSt6k vree "`y i'Free` Grade 0% 0% 0% ao um?Mbliti a 07. 471 77.0r a Ci`' g7 Peak {�Hour Factor ,0.92 0.92 0.92, 0.92 0.92 0.92_ • R ₹f' 38r as3za:si�s)r ��: 2 Pedestrians Walking Speed (ft/s) Right turn flare (veh) Median storage veh) + �,p C+ w ii•t₹t1 .. me '387 49 "'u+st' i e '2"? _ ''"tae? A ii,— `" ;.4 : t5,":.r r :57:1k-i �yvc 1, stage_(��(11 connff�yv/,00l Win, EWas..-,ta 'b`.t;lv6 as„.„ tC, single (s) 6.4 6.2 4.1 �C�g 'aiy V ,�` .m n'+r `.'?w'_'*;.- w l q?'g. fa §�C �` ,;" i vas x {yea ySEBge�tSlr ' -. !xw_�,.�k:.��* �;�'�t a, u�.e. .t�,es.$ :a'i �"'...`�d#'."t .�₹ r�,�.,^'�.+„' "�'&9d tiz7r '�t59>ia�r tF (s) 3.5 3.3 2.2 r P 49 3'M g+eeG'-t '?'..:' ..si`�u�v��4 ,�b� a�9.. . *.��.. ` ��fl0 ��'' N' ,�..3}e»'' "• r.;�s�i ._': . s'k�_.:�S2a cM capacity (veh/h) 620 795 1329 l.yyrcsp.� Yn Y i[n ®JI%�i IlilIIIIY4' 4 iy tY *n n i S n� { 4 'rX S F ": t lw' t/o(Ui11e}Total it r. ... 0 ;zW49M- db21 1X1' ;x(',38, 4_/a-.a. :.°, ..4- ritM2 'fi≥ `' .2! Volume Left 0 0 0 0 0 r �lQl�ime�2�ht$ �,�,_�,'�"'"�F .,0�"�,P.lv''''C "0- t} , �g� -k ., S 4 cSH 1700 1700 1700 1700 1700 010 0 5 'Db2_ 1100 ' 008 = " €. Queue Length (ft) 0 0 0 0 0 pogErgtr©elag,(s}' I iO,oaT D,0, .0.Q ; ..,o o`_ e o 0.. zaw Lane LOS A Approach De1ay;()r�.�._..4 o, ._10 P1 ;N ° O cb ;_, _ < Approach LOS A Average Delay 0.0 Kille 04toO Papacl`y t tillzat?Witl; e 45/ ,,_ 7 17 L ve, etg-C u ce, ' _ A r lOral `.% 2/2/2001 Existing PM Base Synchro 5 Report Page 5 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 1: CR 8 & CR 27 2/5/2001 ,....... " ,. t:;.:ar#4.,`. A it 4;1JT e.w�..4fi Lane Configurations 4. 4. 4. 4'+ a z S.d-221MPtopa +.�`�'�4`"`: Grade 0% 0% 0% 0% W} �� Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 '.92 0.92 0.92 0.92 0.92 0.92 0.92 WJar0te 9�` 1. o 4 x a. - _,. . Pedestrians D� IYYJ b ft `. Walking Speed (ft/s) Li�w. >! V�+`„.�..9e?' `��-: ;.`'.Yi� �i. 5R�8 ". r« .$ s ,`-Y`Ri kk.�.�-b •. ..iu 5Ts `a?'_a Right turn flare (veh) Median storage veh) abli(te ! .U 52 s)$ ' r fir, . : V:044;5E11044,:fltritteW,,T" vC1, stage 1 con!vol �C2staje' oY w £- � dkr 'a tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 ?+_₹' Otis. ; {�.u, # L % . y,bx 2'l +rT+vt ri r ��`� s+�v4✓tF:.Bu�CIq:;V�4�°" m'#z-u tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 P9 queue frge"s "sti, cM capacity (veh/h) 460 450 925 425 460 806 1467 1322 w7., R "� i• $ T^ r t (> ' Rini .fi I4 'k'u 'z 14 p. i _ axe+i '7* ugPT s VofumefotaCrr ' 73 " 29 256161 *' t I rk #*� ,t� � �� Vi=a. .a_ `'"�i�wrn � � Volume Left 29 17 41 21 e ,� fl7*'4„x'" `3' 271: -NIt)Rz*., ' _ cSH 563 508 1467 1322 Queue Length/(ft) 11 5 2 1 poi±ptDelaya(s)eue'+ ,,i23 125. ..3 .2rkY lr: Lane LOS BB _ A A Approach Delay.(s). '",,;12 3 X1,2 6,"M 173$ 1y gua„ ' : _ "1 Approach LOS B B -,Pi� .��./a. .R?,..a ,.Suu ^,.wvka,are;;INd.t.2a..x.4z,..i;,,dk.ufl z.,�.usvu.�Y�..v�,.•:i 4,,..tiac r,.doK,Is.-z..u,vu..�..5 ��rmt. Average Delay 3.3 titfe 4.41 11c0.4- ty,Utitization wx t iP 9rrii: 2/2/2001 Existing PM Total Synchro 5 Report Page 1 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 2: CR 6 & CR 27 2/5/2001 is — % j •- a. "\ T `► 1 am 5 e Lane Configurations 4. a. 4. 4. + a Pfgh.C'Q�gL0.+'�#' ".. :- �4 w t"�,��P�4�'`o-`++ *, ,.t':�' .c d st,0pax u'.t..;t.w ., >r+,..S f2E'�'�yt33thW ..NS ,ree x. ;.t Grade 0% 0% 0% 0% Jolume,+fah `'L-4,0 . . ;_2' . : , .w 6 6 2`}. 4 „...4147 ,it"'29 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 L5r Pedestrians L,.,.q6C,s V.YIONE '„a: '',`...EN, .rtt Hat_v V. -��S,x ''..-aitk.m`�1= Walking Speed (ft/s) f e en•u ,. .40,k + `^ v' '" s ' "_4" , x�c y: �r; k .' }" C &r''�",':. ,o a..A.r.e„ ..�. nv_-.�tt'.�?.`�, .�:.s.,,ns.�osa:. x.�"a Gn' C ;3�.,.Fr i'�k"�.,A.m n;.:c` ,�'_ a.,". Right turn flare (veh) Media ae Non None ' *. mT s Median storage veh) ', 6 91' . vC1, stage 1 conf vol 1�,�'nf—I 0..�iSw� .¢v :�Sc44 rv�}. •. , 5.rc. �P4u,L'�* .hi-'.r. 'i9 .AwY 18 Su_Q^'. tC single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC"'2stage,.(s)s as `xi.5ER~,. ?1 . ,. ui v. w-' „`a w#..11>'a .v«ri1,..a.rac Y ^r_r „za '°' tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 pp queue re.6102 . s g3i. . 98, 1,1 98 100'=at® :::::99. ., 99 ,'g, 00 `' # 1 cM capacity (veh/h) 489 485 873 472 476 797 1394 1329 `_,*.�aEll ':"�"�� `w�n�t��t.a�..e��...�:�..u�ua.��:.- .,s._�.�.a �l�.�u ��.'"��m. w� �•zs..�;�t�,.��^�� ..vS�sds�3.�.. ;,.a Volume Total fie'fs 58 ,Aiifa266 `198 tt > x Volume Left 35 2 17 7 E` . i" C a a is-.1 'v 3""i. =in u VolumesF?lght,��,� �:"� �.. � f98"�,=' "��..:�� 5;�� 32 fk ",�� e�,��„ cSH 553 627 1394 1329 Volume'to Ciap�yaci Fxx';* Q 10 n t� Q2# 'u�}01 :c 00 i^�k + "9„ '+ ' yeas . ` ,. i"P k. i s�.r�. �'ke"z ,i€3 1'_ � ,,. . !,u. , akzcit_ca" ,+.Ya'�:g;.„,L.. ..x..a=._.0 ?r �,..x....�.,$u:. .r c.Y"a?s:--.a'�.S Evxt _" _ Queue Length (ft) 9 1 1 0 Control Detay(4,71,Fit Lane LOS BB A A r .z,. �P"proach Delay;{"s)�' 1 `12��- 1,0 8'r_' + 0 6 ', �� . Approach LOS B B Average Delay 2.0 Intersection Capacity Utillizaf on... x-28 5% ₹,s£ICU LevelfofService N ' ', K " ,.. _ . fir,. _�,.,a ..�_. �, 2/2/2001 Existing PM Total Synchro 5 Report Page 2 LSCI N CCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 7: CR 8 & US85 2/5/2001 C 4- t 4\ t t \. 1 d Lane Configurations 4. 4. Tt r f t r Sign'C"nfro _„ fi : Stop ' Sto tri s { E -tee ; .mx, .. - teems ,, Grade 0% 0% 0% 0% Vplu veh/h) t , ', �,. .. Y `4 `'.i3 : -s`.'2t 36 ' 4 098 h6; ,?y i3 1"559 5 �a Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 .H.Otr O t¢1d2eh/h) ..; � _ tf ` M 3 2 39 m "4ii. 193 " 339 0: { A Pedestrians(ft) / y Walking Speed (ftls) ;a 1v : .�di�T 4'a * 4a$' d. u'.xRta +₹' t: +..} i:.x .. ^.e'., d1,. Snt se_.t` ,.,. t :', :'. a .,.:a"4= Right turn flare (veh) Median storage veh) vc'. confi" ngvol t.,. 3 ; 4.04;N5.,04-Matt:_597.t !fa- _ 33` N vC1, stage 1 conf vol vC2€'sta eI2-conf:vol c"N.:` «m .fi `°t*' a "'vw r• 3 jY' .i s Z .9 ,.,�.w>,.urs s ' � � .:a-a,-,fC_.^3� .��. _ rd,�,vr.�,.�+ _�"t�k�� -k�.,..S. tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 C'.+z;2..¢t?g�;�s 1&41.[_E,- exit' . ,a�°'.�L.. ;•.`, .,..�a.'`.,,.;Y.�' -.,i3' =�:4,`r'�v..-�.� gam$` e$�'`a".ti:s% tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 pO queue free P n nQO,r .. P 8` _mo 95.1`>. 97 _ .91stA0 igef . ... 134. 1711 0' . S cM capacity (veh/h) 98 63 698 69 67 451 976 572 ua�.�.y, «.aa.3r~.,�-sa ,1- zirm.��> t_'C...', a,o . a n§�,..7�3i .x�„ rJ<',€..ewe,�',.5yN.��.:,.-�'vs'. '�€a+',.t:,�'.w,.kak�:. w�- :•t;,',J:'"1 .a AC41DwP h a t . M A VolumegTotal�, � ,��; 5;! �',45a�..�,4 =:597 .,�;. va., L w. Volume Left 0 3 4 0 0 0 36 0 0 0 Votume`Right s 4 9 '5 0 0 . a«0 ,{39 r* 0 , 'nM9YL `S0 cSH 233 268 976 1700 1700 1700 572 1700 1700 1700 Volume`to4Capac"ity ;. 002 rU i,7 0,00 1035 0.35 { 102 006- 0.i8• 0,18 .0.0,0` .,, M'°x. Queue Length (ft) 2 15 0 0 0 0 5 0 0 0 Control;Delay (s)" `. . x'. 20_.9 21:1 wx87 -Y 00 0.0,_;;00 ' 117 „0.0 : 004 OOM, ` . ` ,. . Lane LOS C C A B Appfp ch Delays) k"- 20 9 ;21 14 wr0 0 , 0 5 } k A' '" .. ,;' - -" ,1` ,r Approach LOS C C :_r s" ,"`d - ��E�zuk'•=��,.'-x n.,�..u_...;r,.�'.«.:,�a�.�., .�e�,a.�",..:�S�. S 'axt,�._..�,m,,.� r<�..,.�.,.,...k_:,._,K.�=s..rrsi� s r�..<.�:;u. Average Delay 0.8 tntersectienCapacity=Utilization ^° x°"430% ... a ICUL'evelofService f y 2/2/2001 Existing PM Total Synchro 5 Report Page 3 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 8: CR 6 & US85 2/5/2001 °�.4°bd.`�,w,. _ -., ,.t„f .` : r�..` .� �� • r,�Ai�f��. +�,� �: �;:„.•£e,��(..r _.^ �. .,.� Lane Configurations 4} 'I4+ tt r 'i t+ r Si n'C� trot ' ''`T£ScP:.� < y ` top y rem x free '<' g.sue_.+.c..-. +»a....n ,. L..,t'�. sv��_� ,��".o' ., �._,s Grade 0% 0% 0% 0% 0:utpe(veh'/ e • :Or "_ 6 2 17,7 10,:" 00. 1 ,:9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 _0 92 0.92' 0.92 0.92 0.92 Houti ow ratt(veh/6)1F 14 2'' :., '0" 2' ffi> 7. _, 61 ,62d ' W 5, 'Vim` ql8 X421 Pedestrians `a eNu$ . Y.�,a^c.... � �s'�' � -`€._u• . a-Ma<teAISM:.,=ta Walking Speed (ft/s) e?'cecet7f pjo e x i' . x Right turn flare (veh) e lad,.Be vP. <ra pr, ;:t o Median storage veh) PrO7fitcting/alyme�i,93 #52,,.. $$ ,2> „V5$, 812: vC1, stage 1 con T,f vol , Stage ontmvol l _'W3t$s.,' ,woa. fi ' r.+. . ' ':e-a° w'_'*,vo-- t tC, 2°c single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 t l; 2�stage, s) "*' .. , k:3s -' �,' � .. ;...a` Si"S ��s`'� .,. . tiffS73�i „e a .'ran tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 pQ Ueue free°/4 't n'4 '`i..u'58�s 87"'' P.2, * l v," "8 Swh ' A i `97 ,#�a?'.'t* .,#^',`RA;3 Q .,. �£e_1+a �" - s7 ..<` _ � $..�2... �. �.Xa`mA� � �5..., s,,. �ri�,: F ., z�., cM capacity (veh/h) 33 17 530 16 18 326 701 387 .4-7,M .:c.ka' +.. `.err. .,�*vier: _ SIW Dt(�'_tgt a(�1A,i~ W'�r9�,� �s .,,.� `•'6`i"•A:e&1a I� 5�.�c`w'�,� � .u'»��"'.i s �::: , "�j.� a �. 8�. 1a "%�"•> �; VolumeTotal ' ::-60 %1`49" ''"57="- 812y 81240s 55 11 r48G 489e y 21. 5aa ifi Volume Left 14 40 57 0 0 0 11 0 0 0 9/olumer,Right. . _ ... 7' 43 7` 7,0 '-;10 0 55 zwpoz3-raggly cSH 94 19 701 1700 1700 1700 387 1700 1700 1700 VolumetoCapacty . ' ;0.64 2,58; f1'Q6 _048 ,94$k g 03 tl03, 0. 29 P:29 001 't'p'? ." Queue Length (ft) 76 164 7 0 0 0 2 0 0 0 Control Delay,(s)':. ... x ..94 2.1140.0;,'= 10.6 , ,•0 0 r'-1r0.0 0 0 , 14 6 -0,0., gb� = 0.0 A . ' :, . Lane LOS F F B B .pproachDelay'(e) : °. 9d2k1140.0 0$ "`' Y, ` " `'l,' cg 012 ;.. _., Approach LOS F F Average Delay 21.8 intersection Capacity Utilizatiotr�` " x`55"'2%1 :, ' ICC)Leve of SeFF,C8n, N.. i 'Ammq * ''`x'+ Y. 2/2/2001 Existing PM Total Synchro 5 Report Page 4 LSCI N CCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 13: Access & CR 27 2/5/2001 ,� ..>*zf Lane Configurations V 1 r t pigs C0r!tro1 < z^ Stop 6 3 g- . Free ,.. `.chair& , .i - a Grade � 0% 0% 0% YOlliftWOfiltiftr,7 _5- -4, 7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Np arTy what (veh/h) 38 ..P1 :40 ,"4,6 -;:411714112.4flf Pedestrians PiiktOWIttlfelP2 �a .. .0 ., '.t.,; .t7 lkit rik ...t s ittla zt '. ., a Walking Speed (ft/s) a ce"i1t'BToo ). w. „ . a'&4; Right turn flare (veh) Median storage veh) tiC '00JIIC6 I Oame t'rz^, i -6i7£i $ n vC1, stage 1 conf vol tC, single (s)/{ 6.4 6.2 4.1 tC 2 stage.l.S)f f ..ti.' li %t ' 4411,i-T:631:0 '7'75'21; . , �fr;F. 4i2. k >,y tF (s) 3.5 3.3 2.2 0 ueue ree� j r 3 slim: ` -P a& } ' . W *-.. 7 p q ,m. �. �,_: ,ate �� a _,a»:J.,�,t.� �.� 5, _ .��,. . cM capacity (veh/h) 548 795 1289 Mara "` ' , ,w., Ei .ia .'Ch�'+.x,x..- k-`- _. may. -... .._+.�. a q V/olume'Total "` r 1.147 2r2. g, ,6 0141.9.2 13$ w.. .. -Sn '' Volume Left 38 0 0 36 0 Volume Right is 3a6 0D ,. a s} 4 cSH 649 1700 1700 1289 1700 Queue Length (ft) 10 0 0 2 0 Lane LOS B A Approach Delajts). 11;`3 r 0 M 8 'a µ, Zx v: . m77"_.Nw.�. ,Mn4. M.ext Y.. .r'h. y.ry. 4sa�„.,,,�,,.Approach LOS B Average Delay 2.1 intersection,Capacity Utilittls Er. 4 2°I E`ICIf Level of Service S 4 2/2/2001 Existing PM Total Synchro 5 Report Page 5 LSCINCCS2-ST51 HCM Signalized Intersection Capacity Analysis 8: CR 6 & US85 2/8/2001 C ~ l 1 t �' �► 4 d 6e I.V"Ie2 = e� � � t w9 vrn ir. ,5 .� �d. -.100,11 �A. � .• � �.�., .�,1�� _,�..,�; �;,, m,��5h��, .2��:_ s��x �.."�-.� , . Lane Configurations 4 r a' rfT r TT r tiftv v P.': 500 900 000W900 990 900 's1900 -;00 90O ,1g90fi 1000 j900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 e q :0: s00 s.VT g95 !AFX,A1 0..A1 ,95, ?90 Frt � 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Engrg k + 6 '0 9 . -00 .00 liOMPQ Satd. Flow(prot) 1832 1615 1819 1615 1805 3610 1615 1805 3610 1615 x"00: .Witi : . 149(.004 r00 14 ,. Satd. Flow (perm) 1572 1615 1573 1615 177 3610 1615 770 3610 1615 F,-L lT: ;e., hi 5' � 29 �8 ''`U 6it�4 554 nK'539 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 2.,;, ;°.. _. ' w -'' e' :;... „" -t82,w ., .,�„e ,7 z i 5 _68.-142 Lane Group Flow(vph) 0 43 SS3� 124 0 18 32 92? 624 17 15 1689 42 R:as..:,see icfTS,"[% .,:'.u,^. ✓p:..: „�bd . x.•'p i�a;'* .°7o 4;a ,% «y® u. -i 1 `v:"J64�3". I'. oh, Turn Type Perm Free Perm Free Perm Perm Perm Perm 'Cotes Pfiase :;`�;k�" „r..:3:A: Permitted Phases 4 Free 8 Free 2 2 6 6 °-t;ft1it dare" ;G1,$) ;;`≤ 316 07130,0 6q. 80.0 x,50,0 6 0,560 06 0 6 0 b6 0 Effective Green, g (s) 16.0 80.0 16.0 80.0 56.0 56.0 56.0 56.0 56.0 56.0 0� 39 ,r I P $! 10, 0170 Q;70 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap(vph} ,w a r t 314 1615 ` 1315 1615 124,`2527,,`!41131' ,539` ry2527 11131 v/s Ratio Prot 0.17 0.47 g,rl do °tE?'7 tc&03 $ , 1e4t ' 0,:d zn 0 ' 0k4:i3 o002; `r Q.1 v/c Ratio 0.14 0.08 0.06- 0.02 0.74 0.25 0.02 0.03 0.67 0.04 tinlfo i belay l ' x _ ,n e.26 3 00 Q ,. ... ;'MM .3 7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 mere entaIpe. d2 J VE0,9 .,801 WAP,3vstiF00". 326 {02 tig.d.^ ' 0`li;,,14. '' :01 Delay (s) 27.2 0.1 26.2 0.0 40.1 4.6 3.7 3.8 8.2 3.8 Approach Delay (s) 7.1 9.5 9.0 8.0 . �y�.: .y[ ;��yu �Y�ra.�.. .. Gnt-.,litiov t lgeozI;n ici tisi ,i,'.•''itwiti � 'nn ylA Z.nn-5.4�Y k Yittz i`a Ad�.S x=.+sgE¢.-° a$';� JGd&w�iof ;�."A4. t GM'.."verage contro ,ela€ $.0 „ G i,„csipts..§.orvisaiskositc7 .5 HCM Volume to Capacity ratio 0.61 6ctuefe f Cycle,,Lengtfl„(a) H 80 00:" nalei°flost time(SSy i ,. 8;�0,m` ; g`` ` t __� .. Intersection Capacity Utilization 65.1% ICU Level of Service B c CnfiCai Lane Group.. Y 2/2/2001 2010 AM Base Synchro 5 Report Page 1 LSC I N CCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 1: CR 8 & CR 27 2/8/2001 yp, -/ -- c '—� & 4\ t �t"�''irxSts-.rvf f+,��,�< -'e k z �.V v.�e �.�s� .• ..:•4;yf 3P".;j,:::xi4? 'lZi'"-.1`rS..q&.�F.i'ad,.d."v;: :..Fg a,..- . Lane Configurations r ,{ ft* 4 40 4. Sxgntontroi t�` "l,h A'-a". .art +to t Y v TtkIPIStop „,`s� .n .1 r h ree 'W. 3 a Frea y P ' Grade 0% 0% 0% 0% m veh/ , r 7 7 1`4 2 1) $ Z2x '405} �a57 x.x-.- �wi,€an�� :4-Ris.. �..^ - sa. .� Peak Hour Factor 0.92 0.92 0.92 0.92 0 92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ourlyflovi t veh/h} :2J, 1 , ` 18 36' 34, `46,;,� 12' 24, "440 62 Pedestrians v, jj''Rne 4thl�/itk � ,: r t m ax' C r 0.,kis8� i w r v 4-- v��'.,....�.��.. 4_),+mot' s.��r."'"'�li."�C�rs�s ._ ,�,.a`'''�' .,$�. H.,,v�.�c�3r�ita.�v�s s --;;;;,7 3Walking Speed (ft/s) .;:kWatelez Right turn flare (veh) Median typb ,'.. , x. b ^ one. .. ir-s'tlUrigaKiKOL Median storage veh) C con is Ong o t e�771 11.1` X.471$6 7 9 89 rr.02"; = a 4 197l ..,, vC1, stage 1 conf vol cC2'Zstage2confvol * tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 +' i o a^ S t - aFc< s n w^ ag' a P�s<{tie't1E fCEe /a �s�., . *:.fi .;:89 .+ :� =„a �.� ri'w��.�-z_.?k490 � �5� �flD.t�`„'�_��c.4 . . �.. '"` -c'96LL's.,k,.cvt,, .. cM capacity (veh/h) 276 352 597 310 341 858 1073 1388 VolUme'Total g:.x r4M66 , .1„I5. 017„ �;526,. '`:aIckr:: *Thwatt�"�.. ��.,'s't,s.Mz..4:. '' Volume Left 29 36 0 24 Volume'Rghf_,= N 718 46, X15 82 c rt°,�. ,,... i ` i' fiffu *° " " cSH 350 430 1073{ 1388 Volume to Capacity ., 0.19 0 1:11- .00:. .6002..._.' 'MVP mtm4 ' .��"� x . ..$?s Queue Length (ft) 17 27 0 1 Lane LOS C C A Approach Delay.(s) _;17.7 16.4 ;I: 00r:',05,., ., . ',E...'.. 4't'`F d ` , _ : ,al..; ;'. : Approach LOS C C Average Delay 3.7 Intersection Capacity Utilization , ;k46Q 1% , =ICULevel of Service~ 'i k s-r 8 ,: t a fi, :::LL 2/2/2001 2010 AM Base Synchro 5 Report Page 1 LSCI N CCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 2: CR 6 & CR 27 2/8/2001 -) --. C 4-@' & `\ t t `► l / Jf.',;.s''.7,4 !' rr ti=14. 7,.,�F4*'..R3..t-mc5rt A,J' :'} a .,,;( A A,'��.Ycl... .�, °. Sign Contro .�` a::..?#x tit,_�. t1` S,to}'J:.a';.,. .+ -t,s . Grade 0% 0% 0% 0%G tVo um. ex. tthr ? 15.1 l3 ltt 2 `.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ` ,;.r25 ^ 4 `+1t a 9 w f226. x :'ta'K'3 `d492. x. .12 Pedestrians `' '-•'v e, `s' vs i,d+'v fi s ..,s..,. °t"l ct T �� •�',. + ..s-0).�'1v Sw'&..x.. .S Je�ict..'Y.-x.rv..S�..,,.,.xa.,a� '� -i5�.",`�.�E+6'�-Z_ _, ai 3.e X ..�.. Walking Speed (ft/s) ('t'cent 0:144,0411t,:. { �`2 y '1STa^z rt,l'�.�°i rFn"y -,,e "j S t•)f'^ 'ym}" .^Fyn' s acakiw�.�._ ,3R � .6Ga sm rv�II�d�li�EkS.k k. a6x`9'i'..4z ..-, e ,E'�.�.C`�. ..ut;�.z :` .. Right turn flare (veh) _ y,A.i. .. g ,v =k .a' Z,. »cts 4rz,, s x �;`�;�� ,5�• _ iP.'�>°�`.. :s�sns'�No�l":%+...mo-'i� � �f��W 74 -�t.'ab"7frba��zy "AFSa..' ' _.$3: Median storage veh) !.0 .: nthctic" olu e 5 T 5 98 67 58 28 564 , „: `° T"229,. ,w-i " vC1, stage 1 conf vol r wr g xggµ^,w y#,w z x :d' uq2 to Cohf 01 K � _ >tx �rr • r'. F _._v;.. ., we- . >.. , .' tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 to 2 stage(s) ' p . atx:+. *� t '"` tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 pO tlufireek°lo`r;'�''mss eue `95 ` '�50 98 92 . 100 99 t r t10/ N`.. , cM capacity (veh/h) 321 338 576 306 336 817 1071 1351 � �a ,g,,�a, 'mFy' 4,11Er e C .n .'�,. _o-'o1`x';�,...'ar.,.� i_w„�_ ,::a+�''.'�sFa �1,.«u.«r,�n litkiat .�n1'..'.�.iatriVti7Jittabw r"b' �w.".+'cuwcl� m. i.S`�Fu•;�"'�.�wu' "��.. l .t i� ,�°^4�Ye+`.w'"�e3'�1'"...�1d2 �'cu''u. - Volume Volume Left 16 25 9 3 cSH 391 324 1071 1351 Volume".to rapacity" 0.09 0108�0 01 0 00` ' c' i. a' i, ter, <a.,S..,�, ,=sw w.�,,...� sz_'Y�� .. .a . ._ ..u:. ..;t,,..., . . Queue Length (ft) 8 8 1 0 Cont(ol`Delay_(s) ; 15.2 t7 3 r s 0 4 ,r 0 i i". . ? .. Lane LOS CC . A A Approach`Delay(s) .. 15.2 5717,3 Approach LOS C C iittathla• 1 t § ` w : ifs : a Y "fl-,Y. ° r'yv ', zi.- . .„. _.... k jj, i°.5 '9 .v•,:z Average Delay 1.5 (0110:10f it Capacity Utilization ;,; $2°I°f ": IDU l evel of Se vica ' ,}r`A 1 2/2/2001 2010 AM Base Synchro 5 Report Page 2 LSC I N CCS2-ST51 • HCM Unsignalized Intersection Capacity Analysis 7: CR 8 & US85 2/8/2001 f t 4' 4/ Lane Configurations 4, 4. ) tt r vi ++ r 0161CoaitrO 1"1r a, Stop. q . � ,,„ '4 Free re #` Grade 0% 0% 0% 0% uer vn31:h,� _4 • M, F 4k •,, :-..,..2.-,1,• � ... , 3 _Y==539, 20 », .1 7 `ice Q Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Pedestrians -.r nw a nce. v ^F�'"•t7ia R5 M'.S 's..; -tx 1A7c g'-.r.'. ., 1 (37i[1 h[T 2 ;:.3iYt.. CT 'L ':: i :�1"4 'ra : t-1; `• e�h-'t X.. :,•s•s t, c.: . �r�•^`..y,.• t,� •{5 ,i„«5.i5�... T>a+" S+/ ri��1�,��ST�tiBT3^>,.Sc._, _ v_.lx,...�r.4 �... �� .. u„7S�.a �: ..,,..,a.:'�t:.a.c:: ..?"�. e. F;a:::�'LY.�`r"�.�`• Walking Speed (ft/s) b �rlr��ttl. � s ` • +s d y';si� . ,t 4.nx. & i'`.1r.+ ',. . •.�h r.r. ..-v vt. ..��tR.. Right turn flare(veh) Ill-, mow• ;if y�i ." fil J �;N: °`tI•,,zr k ° r • _h"F i t a .[ ?� dl n ' �� -ofie� �, e. n. ,.,. ;ram <�.4,.>� M,.a .1._.. .M1;~ Median storage veh) LC" �s:a• aN>t. �+� i r't ^ri�.t �� .� • �3 r[!F ,t•P7.:,F�'�F+-+ r4ti.,Yr; vC=cpnf c_ !ol rr 3` 8t?2 - 4 ., �` 93 16Q3. ,..°• u, 44 z= '. vC1,stage 1 conf vol e- ...,.�y g 3,, t_`7., ic , ,r irk -17,1*`a,�.t: *t,i 4,-,•.,-44;4,� 1 .fFr -r s �tP'°`'�, ,.' ,+ ▪ ,s �. i.A'�. X r r ;�'. S to X. ,�..nat°t.,..a.; .al.. ,,: ..,, : :: G:. shr,R'iJ_'iI tC, single(s) 7.5 6.5 6.9 7.5 Y65 6.9 4.1 4.1 kti�_z � tc/� r� ♦ .c x f,ra ?-twk+ k,i ""'' �,:1 r ,Y a<+ f M1?::.,}?YIP'S'..a': c _, co r _, t tC 2 stage,(s). r �`.x.; '" •.74 J n.(. -� .c : .kf t L �'. ut.3 + '.,.. "t(E r»ai.y e 'z`. csL»• .E..._s.. § .�.N t▪ eS �. .•;,t3'..-5c. w:°-`ra!flx�a'tnG'.x�rkt�F�?$e , s• Y�L,Y, ,�.'a��°.... ..,�:tf'� .�•.'9.r*.,,.*��;�..it:t .'.L;.. tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 w r .. rrprtt�� h .. f j � .>.�`+tA°' t•.M"w .. r �yi, h t p h- s. 'zf^ r'y: " � eue free% { ,. .L1Q 95 .. 9 ,,,.4.;.: X35 100--..;.';„sr., ? ',r 99.i . , = «- ..,�:,�t59� ". � �:, cM capacity (veh/h) 38 42 331 91 43 710 413 981 (u'air'"' j': € 'Y'""`"�`. n n;• x�`'k.. 1 u i #ark z'x ,r� r;y��r.Ni Pi,'�r... .,.r z . _''..-ii..4--.Y..,,,'.,t-,..,. r �� '3r1-. _. ._ .. .. . . � �#aar≥� ' 'n.:��^1....`�t' �... ' Vbl,,.;.„. ot,. „ t 7^� 3 293 293 22 13 ; 802 802= ^0 Volume Left 0 59 3 0 0 0 13 0 0 0 groicritielki6ht.'' _.... .741M4111-'''''. 0 0 0 22 o .: 0 0 ...?''''74-0;;,... .,x cSH 100 115 413 1700 1700 1700 981 1700 1700 1700 Voume o Capacity s< 0,07 0.67 0.01 0.17 0.17 0.01 0.01 0.47 0.47 .,0.00. • Queue Length (ft) 5 88 1 0 0 0 1 0 0 0 vfltto1 etay(s) .,. ;43.5 " 84.6 ' 13.8 0.0 0.0 0.0 8.7 0.0 0'.0.:--:-..'"-6.074:.- 41"11:;'-'1" Lane LOS E F B A prp0- ` Del`ay (s)G _... 4.3 5 .. 84 6 D 1 ...,.,_P . f ,. u. • . . . 0•1 --4..%).?-'s,..,':._ t, rr >�'':, r -... Approach LOS E F _ Nr,. n ..Y ,('l � e�'. • ers, ,Gft0�1r:�tT1�tY1a,` . .,._ r. . .. ' • .. .. . Average Delay 3.0 • Intersection Capacity Utilization -,62.0% :' ` `'ICU Level of S 70ice '~B -:::•;.r.-1",!-....':', 2/2/2001 2010 AM Base Synchro 5 Report Page 3 LSCINCCS2-ST51 • HCM Unsignalized Intersection Capacity Analysis 13: Access & CR 27 2/8/2001 Lane Configurations ►if t 'I t Grade 0% 0% 0% /0.a,U,m ve6:71 '° n Qa O'`"t229='°' 0`"`f `0 471 -.:,` �4 k=t ,*.x : ' LPe�ak Hour Factor�p "' 0.92 0.92 0.92 0.92 0.92 0 92 ,�^E y 5 ,Q 1rHour oW 141e ehh/1� ,��$:50 „j'� 0 ' :�'�f yy+' i�`�'0 - �y:51if �'f :Fx i,M3t' 35"CEd''iY'wYa}.th,:'4.,.xl�i 1.3. ,'.'x,. Pedestrians p� r 'yam'^"`', f . A'� :-.a≥; `,�'f,. 5£04:1y"s.' `..�a;r. Walking Speed (ft/s) Per`cet1ocka r.x^ #Y^ r*''''` 'xt> �{1..:, _ " _ t �n -'.x.�..=,. g,. �.,� _ :.� xT,ti zk. t*£ar ,�nt 'fC�s`S."n � : _ a tau' 7 a�'m Right turn flare (veh) i n 4�.�None.: s r..`>ti` �'� G 'SKv; �3.'w' , ..3 '= 711i Median storage veh) o f(ictmg 1,me .:01= X24±3-4" t, ` EP. vC1, stage 1 conf vol '+ `7r.j°j F'e'y ,P° . # x ,y S*rs!. .3.�'�.'a�s�a..._rS_v e€,r.,we... .,rn,=,. tC, single(s) 6.4 6.2 4.1 /� .2 ry - w t ^m', > t 1, fd,. ,yt �3'G" ✓.t r '2t F tF (s) 3.5 3.3 r 2.2 Q ueue free n ,'#iii 100 100 r-zz'xri'a, Y. cM capacity (veh/h) 376 795 1329 3a � F .s"c t ^� r1 , � ..` �s�.c.,t♦irwu�'fwL-.�a. .,M.c�,,_a ..�.,.�.,Sa..i,•-_x- ..�ra,.. vnn, r uas... .w_s"w.._� "� u. E9b3�v�ieiXT�adt�/ bv(Tl bPe�tRJm � —`�v+�.tm�f hwi'ik2 MraSL.k 9kl�.IJ5e.�^Wr �t&.vRrb4lH '�d'.!i'x 4VF�au'� Volume;Total w 41 ' " 0 ,�249x 0 0t 512 ,mot �r � " '. Volume Left 0 0 0 0 0 Volume Fti ht `° 0 0" 0 0 f !. f A, ' :�%` ' r; 6.x ,.. g _� }, S...-. ..MY`. FA �• X_«„GL��ab....f.ne��i'M"wt.m-S� .o-u4L5. b .G.a rc cSH 1700 1700 1700 1700 1700 Volu'me'to CapaG�yy 17:00 0.15', 0.00., P 00 A3b -It ''Et,rte .` .N rli`M,_ . `.. `F. €NEf.1 ? Queue Length (ft) 0 0 0 0 0 Control;Delay(a) 00 0.0- ' 00 ' 0.0:v 0.:0 .o .; , w ' ."_` t . :i ,., "_ . ..„ Lane LOS A ApproachDelaY.≥,S)M "00 0.0(,",�,. . 2ra00�a„'.t.�:a..x,, ."�sFn�aA, ",, ,t ..,r-� Approach LOS A t Average Delay 0.0 Intersection Capacity Utilization .;x`30 3% . ,{t (CU„Level of.Service" ° ,, A�w < : $ ,; , r, 2/2/2001 2010 AM Base Synchro 5 Report Page 5 LSC I NCCS2-ST51 HCM Signalized Intersection Capacity Analysis 8: CR 6 & US85 2/8/2001 ! • 4 " '\ 1s t �► • ..ai Lane Configurations 4r 4r i 14 r li Tf �` )deal Flow,(vphpl)' "f • .1900_1900 1900 519,00 n1900, x1900 1900" `E900 -2 900 11900 I'900g- ,1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 P ne ut a:46tor; t.. . 1 0 ' b. 95N'l100" l OO 0 95 '10.0 Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 it Protected ,P6At iY,J ;'V2.11.4;0,9 Satd Flow (prot) 1832 1615 1813 1615 1805 3610 1615 1805 3610 1615 it Permitted,,v:t ,x.!381 1.9,02gli 0"'76, 100 109 . 0 o 041 1 00 1400 Satd. Flow(perm) 1547 1615 1444 1615 177 3610 1615 770 3610 1615 Valume'(vph) 1 ; ' .9 #1 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 OR,:rlow.(vpti)zx 1 2 d2 . ,2 ,.:241t46 5 1<689 X43 Lane Group Flow(vph) 0 43 124 0 44 32 92 624 46 15 1689 42 Heavy`Vehicleseo) '� 170.,, 0% . s ; t/JThrrdo w. 0b, , Ivo:, od '%« 9far, 0° 0%0 Turn Type Perm Free Perm Free Perm Perm Perm Perm ,F kE 3'Jf e"'46 /1 "u` �v HS jT X.ti Ple4Cted0,746 y ,SS y'X .':¢.a,: .,.!;-i r'",' . c" z ;6 ..;� .x3.1°. �' _@ »»- ,'%aa$ ...I ? �--. Permitted Phases 4 Free 8 Free 2 2 6 6 Actuated Green,Gams) A.; A"."16.0 ' 80`0'. . ffi o 80 0 3 56,0 50.0*86:0' x56 02 5 ,`0` 4 656.0 Effective Green, g (s) 16.0 80.0 16.0 80.0 56.0 56.0 56.0 56.0 56.0 56.0 Actuated g/C Ratio" .>a ` a _s. 20 00 "1:^", ,x"020, 00s 0 70` ' 1;:70 aci 0 70 '•0 70 0:70 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap,(vp)t " „ 3091.4§1615 .^, 1289 k 1615 $ 124: 2527' 1131 589;91,25274'1131 v/s Ratio Prot 0.17 0.47 0 0_3''x°,-0l08 k x�v ' c0 03 5002' 0 52 i 00'63 . 02 "" 03 ulsRatio_Perma^��»� . �,, z., � ..� _ a��, . ��.�u. ..s P, :.a._.. . >7�..,�s -- � ., a . r. v/c Ratio 0.14 0.08 0.15 0.02 0.74 0.25 0.04 0.03 0.67 0.04 Uniform Dela 'dl * 26 3 ' U 0 ^;_ :xs 26:4 ' ,`"0 0 ' 5 4 . =3,7 , x3-7 6 8 , a 3_;7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 l 00 1 00 1.00 Incremental Delay ,d2 4` , 0 9 ,N 0 1 : . _. e1,1 00 32 xA 2+ wa 0.1.. 0 1 1.4 '.,. 0 1 Delay (s) 27.3 0.1 27.5 0.0 40.1 4.6 3.8 3.8 8.2 3.8 Level of,Service C a A C A D ' A !�` ` `+ A ` A A Approach Delay (s) 7.1 15.9 8.8 8.0 IfilOWIrM , a HCM Average Contr l e{ay ; tr :.; 4f a, t CM,Lee( !i :• HCM Volume to Capacity ratio 0.61 Actuated Cycle Length Intersection Capacity Capacity Utilization 65.1% ICU Level of Service B c ".Critical Lane group _�; 2/2/2001 2010 AM Total Synchro 5 Report Page 1 LSCINCCS2-ST51 • HCM Unsignalized Intersection Capacity Analysis 1: CR 8 & CR 27 2/8/2001 ` ..— k- 4\ t ti 1 d ne •,..�. A'�.e3�Ywu_` Lane Configurations +'{+ 4+ 4+ 4+ Pnl s'I,tro x. • era k„1T" ^ I . ,_�.r�top; `�'` " ' .E70.+a ". w'.- iga aFtee,r F? Grade 0%a ,. 0% 0% 0% oiu g v,4et lli} �� a 1 tai . 4 -;-,i. Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Z.F. 44s;; 4 2 Pedestrians Pn Idthralw: :��aa�,..'�'�IM aaaa l 9w?4' .s.tar 'y,r " .a�E�as Ytat.: Walking Speed (ft/s) tea. , Right turn flare (veh) Median storage veh) u m comfliT o1a 1e vC1, stage 1 cont vol gi`�2'1417,2M tsv01' r ; . !�v� i ,'�' 'rail ' . :ay.t. :3h'�1�� Rol<., +`� ' >k�`t1 S tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC,=2 stage''(s)!j fag . 14: • s t.,,l,l_ ,/t. ..:` iorate a i hu' tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 94079thnia g `> ' 5 9 8¢ '89,8' aea:, 98i t o cia 181 rzc.' "- cM capacity (veh/h) 241 313 591 248 304 849 1066 1377 roro-. 7,-'4.::4rr.w° '.�_ .y.a-.e,L.�_m. . n,, o._.u.. c a.sS'a"a5fe: {w...�...._gfaSI,aro,a>a2 ,..-c.3wzJL' a�...�k't'��kY'.k' .ae*irU F�-'„�#`�_ volum3T tall:° ta° '� v` rj 116 'ss R33�'''' 534 'E r `<„ ,il„*d a,yo^` m A t F't,.i a,y tq.°'} .. *r"^ 'g. ^S..F-� `'" ......,._ x�.:.. 3`, i:..mr-,.. isa Ya : x.N.�"'i a _ .6Y,, e#xa.* c�*.�3.i..ex�_": afltrrci L '' C/olume Left 29 39 26 24 ,^ " x -; w,^ .w:.v a a t 2 c :m-ai °{.w+ '*' -r;}m,,5y volume 314ht M`5 X47 4P x`,18 s2 E t g )r �_� ., r.,,......,. �, ..,. ts., n. s,.•_. ..._.,-; sr�lu. . .:...:. :.....k= .: �_.� '.:�. .... ., ,e'_, .2 ia 'as�...:: :F:.rrzax � s.i cSH 364 367 1066 1377 C/oluma"to Capa lly� 0:76 ;0 32 ao 02kf ,ro, s '". . ., a xE.r�� ;w*ts>1 Queue Length (ft) 26 34 2 1 Control`Delay(s) " r 183. Lane LOS CC A A A roach Dela s' '? `I8 3,. 19'4 1 ,o 5'e ' .f F t` , 4 ' art a $ _ lyj Approach LOS C C Average Delay 4.7 iritors2ction Capacity 4(111.zztwn '' ',6 3IST ., CO, 0e,o)Seturce' f"na7rc. � ,. 2/2/2001 2010 AM Total Synchro 5 Report Page 1 LSCI N CCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 2: CR 6 & CR 27 12/8/2001 /-► `� • "- & `\ t t• `► • Lane Configurations 4+ 4. 4, 4. Sign'`Coitrol s - ,th sgtc W Stop',; , , vl ree: Tvrtr4aFtwoortim Grade 0% 0% 0% 0% c&lrcitme(vefm)) , 41 s ... jgra , ' - ,:;:t411;" 58` ,t' Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 HolIr[y logfatg Vela )< .: �� , ., '? .. 51.1f41./.4‘ 492L� 1 Pedestrians L'„a0e„WiC1thatt ..if�.rc W,: ,..� �' . �.,�. ..� ',�,��'�� Walking Speed (f/s) ,ercen(B oclz ge `., ._ 7 •i t Right turn flare (veh) edlart e on 1Noe:.x. =-W. F1 Median storage veh) o5,11fi ff .1u 7 6& 4 $$ 4k35n' 504 vC1, stage 1 conf vol xtr} z +` tm x "^" p 7.1":71-‘1,3:1 V�2,Stange 2 CAI1f�31�.. _.gin :�n �� , .ry ",:� .. '��".ck'f�.��; ��ati `�x?� tC single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 aG `L+ 71arr -Ma e i6 . eat . .C. tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 pb.queueiree;% :24:S . ..8 92, .t9g 99`cM capacity (veh/h) 314 335 576 303 333 809 1071 1342 kx. �'... b ,.. _.,..�`mrtn xv�t� '- �- �.�3�.n��.. �Z zu :a. � ,...m .c.Fn.-za...-.._:a: .;dt •5""Y"y ''YaF ". ,v.s..' pl �t ` � ��ti. ..w y, r Wolume Total x1r'. a`, ,6.55 ,_ 5'# 246 .508 sS&;e m.?h � .. ,-ems Volume Left 45 25 9 3 cSH 351 340 1071 1342 Queue Length (ft) 17 8 1 0 Control Decay(s) fin's17`6 w 16 8 e `yQ 4 ,.=01 ,`s.... ' ti e°kfi " ; _ .u,_, Lane LOS CC A A App{oaihDelay �,�17ma58:�R044,>ZT:5_1, ifr ,tr. qTEMIEN��.._�, �w,_c.,�sF7_, ,.. Approach LOS C C p;� - '• v ° �'`� � �r t.4"'- ` �roi� 5 b -�4 P4 �;a ,.;..c E � �> s� :, Average Delay 2.2 intersection Capacity Utti zatiolt 3 5% / _ l' (i Levellof SeNice - :cat "ti x 4 2/2/2001 2010 AM Total Synchro 5 Report Page 2 LSCI NCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 7: CR 8 & US85 2/8/2001 4- 4‘` 4\C t `► l _.. .3-�, .�' Lane Configurations 4. r 4+ 'I it r TT r iign Ci3ntrdt s, toP_. 'Si� - zt t l Fre : 3 n411-a :',Free s ': Grade 0% 0% 0% 0% Vail p ve .i _ ,: ' a a X1' Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 -0.92 0.92 �ID1:9 00107111 v _ � 'a9 n ;.o Jr, 86 22 1 603, -'"y0 Pedestrians Walking Speed (ft/s) Right turn flare (veh) },� Nut tti a�} a*x+,zy-*r S +t x, m x}i �VIeC)Ian�:Yy�7?�.s � � � � ≤�91i - ra �' " r,.rtxa,ra•,� .. �.�`.:' �..{...�,�.,. �t ,3 S.uvr`=,:. Median storage veh) otiflict t r;,L"qk, _ fiS Q0 4 a 6 r x 603 x ,.. vC1, stage 1 conf vol tf Sta e2Cont Vol tta W M` _ ar, 7'2,`... r, "' >. .<6 1"a ' '.,.. ,s..z.:.Nr.a7P tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 + 5., `T.,. �y�: St r. "1'�fl`- s$ q -x s y t n ixr'e1"u'.L'-r"r�iy_xi s tC,2 stage 15),."4`1: fs.��`� � ��. ��r�� . � '�;�"'�" �'��.�� ...�* 4�. tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 PO que a frAe,% ° 100" 4 1 .8 4'1 0'1 9,4 i 99� ,_ 7_ 6 7 5 ,?k,k3. a:::,,.. .. .^.v -�,8r�. :Van . cM capacity (veh/h) 31 37 331 80 38 710 413 981 a :3 lt-T v a : . i» ': v+Lz K' ag�d�, ��'',�r`* .Rsp..„� .ref e� r 'x"0111 tz , s .1 Cx,.; <�.m»�v ±vr-�,s..ak,.,,o ��....:₹'t.a't�--x£�r,N. da w".-�� :."Ua`�:fi2�.�xt°�.�'�x�t.,�i"M..6..a.}�k��.'s.�ir.4� �ii.> . �.:-r° ,, p.• 9 A X C 4�J .3 'b R. '•-• Sa;., kd4 a °„ttl v 'S 6'a ,n . :vs� ` qh. 3 .'B vy?: Volume:Totat, '`` l `" `,''17x t0>3„ x`293 93n 22 yT41 'fi,L802j„_1802 'a liQ a 4 Volume Left 0 59 3 0 0 0 41 0 0 0 0 -x,03 s " 2 I0 I A t_, _ MF's=ro .,. . , _ cSH 91 130 413 1700 1700 1700 981 1700 1700 1700 Volume to Capac t T'Ri-CPCP7„r b 79 0 Prtr ,,Z,, .S7 0 OVP5 04 i 047 " `9T47w&0 00zµ Queue Length (ft) 6 119 1 0 0 0 3_.,0 0 0 -0 COntrol,l5elayal4 r., x,47,;5 5 80 1318 ' 0 fl." =, e,03€ ''�0 o "o-I$.8, ,r, D,00 0 f'0 0 r ;r =t "'`,'r Lane LOS E F B A '„ t -• 3' ' ^"Jd ✓me s x + z'v ray aP'. y.;,, .t, rx t .y N Approach LOS E F Average Delay 4.5 tntersectlon Capacity Uhlize0,a4 ,,,6 r o, ;r_DO-a- eeve7 of Se0,g, 'i f'F 2/2/2001 2010 AM Total Synchro 5 Report Page 3 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 13: Access & CR 27 2/8/2001 t T P �.. 1: w. p 71/.- r.rj :ttry, .a+$^ittgLti_,:,iS Lane Configurations If t r p 7.-2rte Grade 0% 0% 0% Wolurr e%₹v.,e 24' :1.,S2W >z 221; 3 ' ,110,47.0;77. " - 79 isca'r 'gn` . - . .. Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 "oiP"r'�'�`A' �{V2hl_lt�J'�' ,8 rAmQq' 2 .7 S12`' x Pedestrians 7 i1Rt7,`3/. .r r'�.., e . fici a.-.. "-""'Y'rsq"f e .a te.,n.,�6.`a.�7.,8Er;�`},�as6` .sams�„ 'X�'-.�.i� #�:iR'��#" ��sa�, ,��r�-s'i�.2Y*...a.'�.sr Walking Speed (ft/s) �jercSi;B age's , , pt ,> p , � `^ Y i �,� a -�.z�§. �: '. ° fu'- .a.3tlr3rs� .,�a..3.x�S�:-,:_ Right turn flare (veh) 11Aedaa' Y'. ."mow- Le a,. Median storage veh) ;- ': � '"e- " .7,12ATFAI.S7E, k '"'. seT vC1, stage 1 conf vol vC2 s1a e2Confvol rev 7aa^�xmiay ,. ,, A. ,` .' a:= ...ter. ..9_ ._ ..�.. . S.-,x .,�' ekt.Y,t �.,,fS:3:,ez,3Nxt.a�,� 3�'-'"' .�a₹t h�.5�.ac 4'�'rna.ith. tC, single (s) 6.4 6.2 4.1 tC 2� t2 e s 4, a 1 r# ,, ,u�""', p� �„ � _ " k , s ti<wv .., .oxi.�.'b'`?��'-;`-�.A't"t4}:..ti�2$c.'mY�n�Ffww..k.s�*6u�'.yxi.�� `Xa:..� �,rv'_d ....-.,, ..va ,:.*..'dt: :`. tF (s) 3.5 3.3 2.2 02;170:014.1564144:1 za-a.s„-;ra'PTM"CiYSfi.?aOlai2Z•'aflitgQF,ZEghTZZ.::;:iVg.IZLIT:.: cM capacity (veh/h) 324 795 1282 ��,�. < ,+;+y 5 t�q .�irgi'n � w.�s:=.�a,,,�,.` �r Volume iota( 4 ur 6t 249 Mi ,42 . x '42, ₹">.51� , merit., x • .V�_�.wW_ u,x. �u-.. S. EkF�1'"t Volume Left 38 0 0 42 0 Volume}light y 38 fi ty ' 42 0 E a„ � .. tr A t, cSH 461 1700 1700 1282 1700 Vol�Sipe to Capacity ._, w Q 17 015 0 02 03 9 30 K `',.. , • Queue Length (ft) 15 0 0 3 0 Lane LOS B A Approach LOS Average Delay 1.5 Intersection Capacity Utilza₹ionfik�x _ 38 1°ro., ;' �;₹C„U GeveofSe ice P „. , ,_ ._ 2/2/2001 2010 AM Total Synchro 5 Report Page 5 LSCINCCS2-ST51 HCM Signalized Intersection Capacity Analysis 8: CR 6 & US85 2/8/2001 �► C f— t h 1 ti ... . - Lane Configurations 4 P 4 r 44, r +4 F Jdeaj f16 ajj J I) fa'„1900 i$0,0_li W00� 1;900 900,1 90Q_u1900t 500 ¥1 00 S� 900 X 1900 800 �, � �. 6a i-max. v. . .� Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4 0 4.0 ,P,K6 1i1 ,3C ? ;4 P-Of 0 ` ' 0Px7100TOIP . 5 et 00ra 0_ .09S. 2,'�F00 Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 ''Pro d ; `-.,ofli 00_` .w .a¥ a0 o 9 x sa00 DO Satd. Flow (prot) 1814 1615 1821 1615 1805 3610 1615 1805 3610 1615 11 , r?`� 0N 01460+, 00 0, X0:* 0, r00 1:,00 Satd. Flow(perm) 1411 1615 1514 1615 311 3610 1615 185 3610 1615 F11146-10 11...,: . "`s# r5,c 0" e 2, -011eV25 4 13, 2 9`}2" 6 2 �' 1`J74. x 14 Peak-hour factor, PI-IF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92uK 0.92 0.92 0.92 dj I yVaw vp 761k 0 " 5 27 AZ? °14' q8 '1 0°` Lane Group Flow(vph) 0 80 91 0 31 14 78 2111 39 13 1273 59 'V t'("Pp '4P ° `09 °' 0°]°'," kL•°h " %a, ° . , e ` fie% °'fig i% idea, �;,ehrc es 7e_. x�.� o �,: a.�e� �r_. �'�'/° . � °_._,°l' ye!: ° Turn Type Perm Free Perm Free Perm Perm Perm Perm LW Y.+e'i tb}M .1 µ 't 7x..,. ^' ' x�4, t "FiR' I?roteCte�t�Jl2S�5 .�� _. . ° '"' `''''s: `�"�, af�'�` , 8 ' �a. r�' '��^� :�.'`':� S Permitted Phases 4 Free 8 Free 2 2 6 6 ActtlMt d'Gree6 G(s) *MI t, iS 0 fi0,16We is:0 65'0 4t"0 4j.0 ' 4x10#«,, :0{°„w4C'0a 1 0 Effective Green, g (s) 16.0 65.0 16.0 65.0 41.0 41.0 41.0 41 0 41.0 41.0 rlct t/? g/C,# abo. ,Z i :, 0257 0a E_. .0,25" 1.00 a0t3 Q63 0'$3' .063. f,063 0.63 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 t-'ane G Cap(vphj 4" 347 k1615, '$ ", s Cis,'73 '1615 196 rf.2277 t 1019`".1'17 142277= 1019 v/s Ratio Prot c0.58 0.35 RRa'fto Perm ter+ WcC� O0 r" ` P 2" 0 0t' d '�" 2, f+. �0 0 ,.... sa.�.a-�.ra8'd�r�.��3„�.aa,. ,�....ae 'Xs�..r�+W ..._...,�_.. x.�3t - ;'�M»vx.^, ° � �'m�'s.'ew 4 v/c Ratio 0.23 0.06 0.08 0.01 0.40 0.93 0.04 0.11 0.56 0.06 Upifo pDelay d1'5 _, .i 195 d, 001,057.114 '�69 00 r 5*TIPAI �5v:..,'-a`18' 6.8 4.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay (s) 21.1 0.1 19.3 0.0 11.9 18.7 4 p6 6.7 7.8 4.7 Approach Delay (s) 9.9 13.3 18.3 7.7 r6pproachh*LOS ff.r. ,, ;i ,�..f 7. ,. `. ..._.� !>B" " ..{ ._' 8 .. 5. .A y; pp i�n r UICMMverage control DeIay 14AM K, -21914 Level of See ice s„a * ,$;- „" o,, „ . T a HCM Volume to Capacity ratio 0.73 efuated Cycled en9th (s),,) i It 65 0, s Sum,(4Jost time'(S),_ Wa S:i FTI a 441, :-._ Intersection Capacity Utilization 82.8% ICU Level of Service D c ,,Critical Larie Group ' `; � ;_ ±,f C 2/2/2001 2010 PM Base Synchro 5 Report Page 1 LSCI NCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 1: CR8 & CR 27 2/8/2001 c 4\ t `► 1 r ktg,(14!,0',itJ. Lane Configurations 4S 4. 4) 4. St" Ofit?lro( ' , r- Slop : a "' , Sto p''' a', Free v` ' ,6„i1F ee ' '. ; . r ..,�,. k-._., p� s r�ndtr. e�..,.,vr 7"��a ��r., �d.,, Grade 0% 0% 0% 0% 01 t v f1)r M 1 z56 t' ti'21 . ) ,, 6 u52 30CEtH3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hburlylffo v ate t`v_eh/h) 61"' X34 ,2Ka" , _S 4} �.w1 A 411‘,a Pedestrians Le hi t ft �$f -; ' � zti a x r. r`�-s a fi fI ,' .+i.k.�� ."`�.<,,,, b. _.C,,. .�'i.� eSc afln•.: .r�a� � ti'i�. x ;.�z.9:Y;$$5� _�-F Walking Speed (ft/s) Percent8loc,"Ca erakr: ; r � raga e .,:� ,, ..a,�.n3__._a� _ _ ., ��-..::,�.fi> ,v_,.�-... spa, �t=.. .�rw Right turn flare (veh) Med14Ct, p �.'' ` '* °. NOnek' Ar �x ':r ; a�Nose w rst-:.a"bii Ti t fi :.: i;v -AtagM Median storage veh) vC, ict1t f8lume" X1167 x:1''85: . 6'''" 6. 1 6;. PI.3 36 669 s « ,t vC1 stage 1 conf vol tC single (s) 7.1 6.5 6 2 7.1 6.5 6.2 4.1 4.1 �4�` x a;7 �v' ,..tuy *styes '>z s'.t.�'� `w.X e.�ntza �d6'°a-'r_Xn . tF (s) 35 4.0 3.3 3.5 4.0 3.3 2.2 2.2 po queue free°!°,I, ) .. 60,F'1 S lt'100v 7s + ' 98 ,'.�i06` AVM* ,W 94'x'= 'v�r�".c _`1 cM capacity (veh/h) 151 173 712 137 183 493 1235 938 7 7, " " EV:12, va- `, Jy "� .�r-rfir r tea , '� a st 'u- tv- �,'" M t r»-tC"'�" .n '55`.� ..J. tr�' r�'"* .0 s a� x .....a � _.cc�.?.` de.�x��th�,w:4,_ s.� .�.�,.:1� tY�.�°i� 3�W'+-s ..,_v,�.a3ta .. ....�,�:<._dpi�..� miT��kc s� ...,�..,� .x M,,._�:u....:,..r Jar.3„�ts v513YV..}ax:'.Erk r.v. �/O1UE =Totatw .'k... rg 2 i"''d` t'°' ae- ns¢y . *z`f,'"`2'N�"y' {"� y, 35 rnen :� �� :97 54 699,A.,,.�392 > ., �,t „�__„>' �� _�aka�,:�.a*�. r-�,. '��c=ter.`:s?. Volume Left61 29 39 57 3 tt ₹V 2 _z 2183t �aw�3,�% .*'. fi ,M`�s 8i d Y q'R"a'YVA O'fUmeFRlg6f�� .. .�>z, �> #�' cSH 161 194 1235 938 Volume`to Capacity 0.60 i0:2 02(0 03 0 06 , , x. ` , sr , ,r', ' # A*�k�w y,,; , Queue Length (ft) 81 27 2 5 Control'Delay�(s)�'.Lane LOS F D A A Approach Delay"(s) 56:3 = 30 6 �8, i.fit . t , ae y a x v.. Approach LOS F D Average Delay 6.8 Intersection Capacity'UtiGiation ,. °80 3°!° 5r.; ;X 7,CU Leve7'o'fSe s� x � D .__ Via: 2/2/2001 2010 PM Base Synchro 5 Report Page 1 LSCI NCCS2-ST51 • HCM Unsignalized Intersection Capacity Analysis 2: CR 6 & CR 27 2/8/2001 `V C 4— 4 4\ t /fr •Sick.—iii Lane Configurations 4. 4. 4. Q+ Si' olltro11, eiw- -�fit""- 4. Stop.`" y Sto`,° r - rrr+ee. a5.."''`" a .Free.t :''. Grade 0% 0% 0% 0% V*ol er(veh/hD, ' �� 4'. 92a:l x^88' 82; AMA Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 rly flow ate ,veh/h}„ 18 6 ,, - 2 • 4(. ./a ,.411.24.070 1 x , ;415,. 2 Pedestrians Lane .Ith ft `a r .; Walking Speed (ft/s) eRen Q g axgy �� . ,1 s a� � y �. �mss, 1?ercen�`Bf cka a�� n}��„, Right turn flare (veh) o Pe , TO; P None x Median storage veh) P .atir,g `olume . 119 1190. .2 21 `8; 648 vC1, stage 1 conf vol t7C2 stage`2 conf vol ,. *' m tC single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 m�K '1- xi. .-:;s'�._lit -:...s'§.,....�i t-701,.. .+t .AY;:. £" Ye,3. is tF (s) 3.5 4.0 3.3 3 5 4.0 3.3 2.2 2.2 P.0,9Uere frO,CY.P. q .s` b8 91 .. JB r 59 r. 56 z d m . s w 9 TI FIT, cM capacity (veh/h) 154 180 637 134 180 474 1143 941 y t T tc a"-?4' "",,' R.� `kit cr, . �"```.�, ?"`'x'�'• +t�i� � s - 4. '? 'x�.." s�E, a �,xa-+.�-n.:._�t...:-xa'�..�`+"�.+�.'s �st��v��r.,...4„�L,w.3s ,,..��h,:�r...u.,.pw��. to . '-s':i'Y�(..�•at e. " �G.,_ Y1 i>.:'. w _..:i', - ., : 't urw s5.'.`d. ",... 3as:.x wua iz a. ..;w" W. rw s :s..x:.s.a.a } �,»`...�i` „` t t t '`'t "e gg} .'s �I0(ne�fiotal._- , .w �a�6_ . ..�5 7� ��36 _ Volume Left 18 4 48 9 VolumerRighl..,._.,._.,,. 32E��7 *15zr1�?�"°a.�µ'. s' -z""`ir,� 7l'q z s ;;- rr t ao;�A. 5 s t: .,s ; wt4'k`�n23^ --u`=:Y �` r e.....,:..`° cSH 255 217 1143 941 Volt7me to Capacity W,0:261 D 07EIEM_. , 0!21lEfSt' , ,M__..risc t'tirt$3-ratial Queue Length (ft) 25 6 3 1 p x , M °mac S ;; '"- n ;~ Contro,�'DelaY(s).'`'` .11 �O� �`' a s+c< �'{.'��,,,��»_M z �.'�',c��,�, � ate. � .��; 1 Lane LOS CC A A A roach'Dela ' s ,-r i ^f ra+ . . .��.u.. fSP Y( ) ,.�`�0�+ 22�;��''f�h„�, '�{�3 . _. .� x, .3at.c� s« `�. _�,�, �� .. ._ �s� �� .E i Approach LOS C C 1 y k .._ .. .... �•.. 4x5$��«u: ,o-;,.....�.aS,.�x..d.�,K.,,:,,..m ,-cci Average Delay 2.3 ntersecUon Ca aci Utiliiatort % " " ICU,LeveiofService Fli NG cP xw` ,",, __ 2/2/2001 2010 PM Base Synchro 5 Report Page 2 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis 7: CR 8 & US85 2/8/2001 C 4 4\ t t `► 1 r Illtlyd0as)„a? �{, k xm.. . _ Lane Configurations 4. 4, tT r TT r plop., ontrol ,. - Stoy '' t' * . y StopN �+t,. ' 'e' t4� "" Free ' c!+>-.3. .v''u. . .a6_...... ,..J'... a+. .:�>s�...� .,x�+s,6x u a.tr..n St-.�_x�_.tt-...r Grade 0% 0% 0% 0% Vo�okfine Vey 2 2, 23 X425 6 12 727 - 7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 llot1" ,a..,h te'(ve t/h r;da. .. ? ' , . , ..._ ..,. .h . . . ._ 549 Pedestrians 19e 01 .a:^ 'S-.-, ...» ,+and .�r �-..- ,-1 M. ` l+ t .§c..:,aA4wt. ,. a � .`.»4b+S¢a-x<w >�t�';} . `A�a. Walking Speed (ft/s) Percen Btdbkage.:,. F a.nm t t , x;s,.. u".`x . ,, ,',# Y' ' F u <s t, '7 ,,171.':.,`. Right turn flare (veh) MiNDIVD.s ligN ca N4aS -ia'rv." - _ x a 3 p . ,. Median storage veh) i.916M9TOMM.P. 628 6 95 199 , 1599 vC1, stage 1 conf vol .0270 9.§4,iAnf V01.‘ .. _0 u` ,�'.AYS a1 ,an tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC�t.,- Cage. )'.„",,_zr..4.. ;Wct >n *tfe•q.' "r i " 416, "', ',..Q Thi a ag .itt2:_ tF (s) 3.5 4.0 33 3.5 40 3.3 2.2 2.2 X 97 OOgU eUefiree�l°�t: 7.u.�31.06'.,*��9�z��t��99�x,,. `�0��„, �a ;,a- 3�". a��. �. a"�''?w �-.. v 'weraEL cM capacity (veh/h) 59 31 610 33 33 345 833 415 r a_. 7.7 sr._-`*��_..u, . .,r_...t_- ., +r, ,�. 3Rn.a.i_.eat . ±S* u,r__ r:�Ri�s.`T....rn,.^�-� ,[. 4.±. • .�. �'�.;��^.3'r;,u :te a "=3! �fs., zee? :Art?t .£_:.' , =t` ,rt"wt_., . '- i #,. '- �;j;t, cxi ..", � ' .as's` Votulrie Total ct 1 , 34 : x k5W77 t,t774 . 50rk .;.'13 . 395 : 395Aints9slinptafeLkMit, Volume Left 0 7 5 0 0 0 13 0 0 0 Vakume" i hM.7 . 9 ,₹5 0.Z r70 0 rs0 R 0 4 7 , d . , Lok :'8 r ��", e cSH 130 101 833 1700 1700 1700 415 1700 1700 1700wY Volume`tooCapacitirµ. ;0.08 0 33 :F 0 01 0 46 �,0 46 0 03+ 0:93 0 2a30 23 r0 003_; „W€- H Queue Length (ft) 7 32 0 0 0 0 2 0 0 0 Control Delay s) t - 382 `57.4 a f93 ",'0,0 c0y0 00 :. 1dfl , OU; 00 00 . - r._ Lane LOS E F A B Approach Delay(ertiar 5;2 57.4 .0-0 ` . Oil.; zi 0'3Ii,,: - : Approach LOS E F Average Delay 1.0 Intersecfien Ca'pacity'Utilization „" 52 8% z a ICU,Level bf se yioe Ths:,;,,,i FAI gt £ , iR ;' 2/2/2001 2010 PM Base Synchro 5 Report Page 3 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis • 13: Access & CR 27 2/8/2001 t ..<< . .ea Lane Configurations V t r t gidn C IatTot t0 r yeeN' '5 p` z "`.:....`�'` Fre4' -er ': �` {{�� - rr f'�-x ,` +s� y bM . a. twig' kn{ d .. I?��9E. u.Au. t. ��...vtia:Hll+hy«. n�e..x n Grade 0% 0% 0% Vojum'b 3,e i/h) ` to . ,.a C 4,�'I ;* ° 'b 4 ,Tic,,,a ,`uN` `, i R T >;,7 - s :... Peak Hour Factory �{ 0.92 0.92 0.92 0.92 0.92 0.92 `.i`tz ^j",,:0�Mg.s. .. in.. 'fir. .'k xi't n�.,::�.�i z . ,'`u. nkn ;r .';.:. Pedestrians �a `* ry�� 4 !_.-3.'r.'T m[d't e6 :..[+c'''mb It v£.r&. ". !.`4+' `�"",i w h § L.„ ,aP' "fic"".S�'x �.�e..'.�.S..'��h(�w..; ,'' 'u�..�'�'��`'-.₹�n'".x>r�.�rs;,.. � ,eAs: �"` ,�..X�e�e �a.+r'C'�.�� ,�ia�,§a. Walking Speed (ft/s) P1rcentfloC-Xage" ? " , - ,W,T LL,€7-'^�'5'N rx.�Fro"� '+ i�'e' ,W.: 7"'I k,,' '�s'�$"as'; ' 5�` . � ate. a,.;Fi.i Right turn flare (veh) Mediay�' "S5 '�" z �y ?*^E �} : xS4'~z';'R ern a l"`c kf'�kwta'°'ll 4, <11 n:>`Y.pB .'L�:a�'.,-a .t` x.�t9[l� �.�` 5°.,.;*B��3#' 'r`�'u pan ESL,�.��g�ida�-,1'`"i � '�.x.P.:x?.xrt_.� ,c rF+aP...a^'�.st? Median storage veh) Plt't confllctln2g= 9l,cir to S*F'%,04631:07AMP,:,' , s..=u%. ' `"Y`I31w, 015 ' e2. 'vi. '.f £ k-.' W``�'"` -. a3'r,.`-c.i, vC1, stage 1 conf vol gas, LS`a . .,. W er , '! m a - i St �{ W 'eW Fx °i si .}s ,;"71,7.2 '. ' t t �C2,"Stage 2 COfI{VOI �it� ^T' �� `3t .. . . _.. tC, single (s) 6A 6.2 4.1 tF (s) 3.5 3.3 2.2 pOgGeUefree lqNO.FT*1100 `�QOa . ?� � F, r000 . .ARX04,�Rana,a lr :.,� -tV.. cM capacity (veh/h) 255 459 928 'TP`sNM "'^.=s' F ` S-o V- r.^7 :y,h z,.yy 3 `I=. v ik " ' ,,... ... VclumelTotalfr0,n673 , fit), r { A 373't ' x4 �k `a_ _ ". .max ,< 4 Volume Left 0 0 0 0 0 s A S tx"£ ' "*P" 7"! .0 V# x wraIIk .. to VOIUIII� Right s. .s, .; =0 0; ,ti � r1)s . ..; .�.w;,n .ca_.'5_r2� .��...F „t v,.r u , ,._. _.. cSH 1700 1700 1700 1700 1700 Volume t0 Capacity , , 3',0:0 6 0:40 0"00 ,00' 0.225 .. . k 'PA. 'F Queue Length (ft) 0 0 0 0 0 Lane LOS A Approach Delay(a) Approach LOS A Average Delay 0 0 Intersection Capacity Utilization ` "3$ ₹% ;` ;,ICt1 Level of'Service` ": ;} 2/2/2001 2010 PM Base Synchro 5 Report Page 5 LSCI NCCS2-ST51 HCM Signalized Intersection Capacity Analysis 8: CR 6 & US85 2/8/2001 C '~ & 4\ t P ► TIT .. '. i ._w► 6a_ � Lane Configurations 4 i 4 r 't tt r tt r L,. .,1 Q ..PIr .9o0r .00,0 . 490'0 1900 900 ,,19,001 wN Q0 ,00 J00A:1900 °`900 900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 47;1.0 4.0 r t `"c•• .. ` r, . 0 .0O n4 JO0 `0o; '40 0.15 008 1 00 ,. f0 95100 Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 grof7ctd4100 2096. ...,00µ .t5" 1s00 jb0 -095a•00;r700 Satd. Flow(prot) 1814 1615 1815 1615 1805 3610 1615 1805 3610 1615 E,1tPe 0a1*00 ,£74 ' 00-r, 0 0 . ito' Yt0 00.W00 Satd. Flow(perm) 1378 1615 1406 1615 311 3610 1615 185 3610 1615 tyol0rjte44,vt 70. 44, 8 . X50::. 4¢ �3 2, 194 6Q . 12M(E171 4 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 pia v,"•;' ? . r ,• 6 , 4 par .:3 `,9 Lane Group Flow(vph) 0 80 91 0 58 14 78 2111 65 13 1273 59 teav} h c ; '"t om ' ®;4' ,. a.,, ¶°° > ;r ,a.1.70 .7;" °° ,0% ,t0°Idr,: 0% •% Turn Type Perm Free Perm Free Perm Perm Perm Perm ProFe4eaesx`,:c ,, ,,::£w'" 4,4.. . ..,,` v,TR '��t�$"'r '.a e:.., >_ ,,"2W ,> 0 ,��` ,.-��€ Permitted Phases 4 Free 8 Free 2 2 6 6 AWu ted teen Gt(s7,' '"� w` 6:0_;,..650 j6`0 s65,0, ki 410 _,'41 01 41.0.'" 0 f 41 �41 0> 41 0 Effective Green, g (s) 16.0 65.0 5.0 16.0 65.0 41.0 41.0 41.0 41.0 41.0 41.0 Actaate01,P; '„ 0 25;; 1,00 , R"'0 5 ,1(00 '0 F3, '-1O.63> 0 63:f,0 631‘: 0 63 10 63 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane"Grp Cap(vph)alm+ 4 i" ;339# 1615 „ { =346 1615 196 2277 71019a 117 2277 {,1019 v/s Ratio Prot c0.58 0 35 VTh12atio I'm raoI9 ',0062 ° 0104k,`;0 lltiO2t ; b"'04 "'0:07 %" 004 . K°.3.+a...�.s.':�.x.. „m.. u.i v F n � M.. kr a�uC+ .d..:-n ¢, v/c Ratio 0.24 0.06 0.17 0.01 0.40 0.93 0.06 0.11 0.56 0.06 Uniform Delay di. � ,! '_. y196,Y v 00, 193 x 90 '59 107 ; 4.6 48 68 4.6 Progression Factor 1.00 1.00 1.00 1.00 1.6o 1.00 1.00 1.00 1.00 1.00 )gcrerr e rta[De1ay,d2 l_ , , 1r6 ,0 1 n r,w2• 1 014:4101 Delay (s) 21.2 0.1 20.3 0.0 11.9 18./ 4.7 6.7 7.8 4.7 teveiOfiSoNreea a , C . '_ .r f r A. ., .g- F,, t g . �.A . . ..A- Approach Delay (s) 10.0 16.4 18.1 7.7 , .. pproachLCS° �- axe � � .. jj.CM`Av age Control IDela}+'`,` ,= 14z , „ , WCM;l evel of Se UeT n `x as :g s .at t t�.� �.- HCM Volume to Capacity ratio 0.73 Actuated Cycle L 'ng1l Cs) 650 1 Sum ofloslfine s 80"au s., R _t1'}.r Intersection Capacity Utilization 82.8% ICU Level of Service D o _`•Critical Lane"GrouP 4�'° r '. _ �,'� _ � .. . . 2/2/2001 2010 PM Total Synchro 5 Report Page 1 LSCINCCS2-ST51 HCM Unsignalized Intersection Capacity Analysis , 1: CR 8 & CR27 2/8/2001 C 41— &- 4\ T t `► 1 r b aXt4."a14t1 . _._:q:_t r ,. .. a. ., w, q4 .l a,,.. �/ . ::' .��,�rffl' `"'` • Lane Configurations 4. rj+ 4, 4, ]]gn C at,frot! "`o..r ," iwrap 2.a '= *.&rise. i; Free Grade 0% 0% 0% 0% FIo i rr e ye it IV " s ,6 30 a 9 81. 6957, 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ourly o"wrate" �v_eii/h ,. ' $ X33, 4: 1 66 584° •5 ': 39 rn,3 Pedestrians Walking Speed (ft/s) Perceq Blockage Right turn flare (veh) �vl,gdtanP„eh (1-',Z • m 9„;;O:'oS) ; �$ �,, Wgl.3, .7eA- . " : . ..s .. ' a ��r•*) Median storage veh) iC$xorflic 9:�i e vC1, stage 1 conf vol C2 tae 2 contA' ' r�, 9 vxu,{x..W tC single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4 1 C, 2 sts e S x ,,ktratiVEr 411TAIRRU4Slattit.2. tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2 2 2.2 p0 queue(ree%' ;g 4_ $. ..6 »'.0 97 96` 9 u ri.w iwt• --"zottitt,tran 5 cM capacity (veh/h) 133 154 706 109 163 487 1228 930 y +w. ,t., .l.lv.-t. .A'_. Y fi 'S �"`3E��.�Y��3 w-?2,,.oi'..,. ._ ._ . ::,.1*.,x�. 2!N ka�RS�et.'F h ya,. �'FY•`; olumeTTotalA.' 23 , q58 6 ;�399s-. i -i.S. ,„_. ..La„ z . -,' Volume Left 61 33 66 57 VofumeRight., .,_, cSH 171 157 1228 930 Vo1u4'fo Capacity' 7 A 37 O ff6 0 O6 " : u>. y: a • ",°.' " ` ` _ . ,. Queue Length (ft) 110 39 4 5 Cbntrol.pelay(s) '4.' :'.8' .p BI 4, k1 9 _ „G .,x . s, Lane LOS F E A A • Approach LOS F E Average Delay 9.4 Intersection Capacity Utlllzatio , 84 3°fo m. Icg Level ofyServicer F ., ,' 2/2/2001 2010 PM Total Synchro 5 Report Page 1 LSCINCCS2-ST51 Wd( rvelr!County planning Dept- éJd6MJrra1 Marc, - •� lingo_ell EXHIBIT 1 _42_ COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant Asphalt Specialties Case Number USR-1324 Company, Inc. Please Reply By March 26, 2001 Planner Chris Gathman ti Project Special Use Permit application for an asphalt and concrete processing facility and materials storage area. Legal N2 SW4 of Section 20, Township 1 North, Range 66 West of the 6th P.M., Weld County, Colorado. Location West of and adjacent to WCR 27, 1/4 mile north of WCR 6. Parcel Number 1471 20 000022 • The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or cn this date may be deemed to be a positive response to the Department of Planning Services. if you have any further questions regarding the application, please call the Planner associated with the request. Weld County Planning Commission Hearing (if applicable) April 17, 2001 ❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan ❑ We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. • • Comments: io '17,j2_, 1.4t t 17,35p 07)52. ac 1 '.5 coy.) 62_1.1(15 ace_ 1kiGrz. E3 c_nnrltd-ic-ns '8o. A\C c4e_c v eft ies -ftget t,n -e [(51/1 Signature �Q- � Date 4J (7 (Q , Agency C access ( `� :•Weld County Planning Dept. •:•1555 N. 17th Ave. Greeley, CO.80631 :•(970)353-6100 ext.3540 :•(970)304-6498 fax -t-bryr As av-) iin ac corn vvl oC dam. `�" - 1 0 CAT a So d --ra C , a v)d u3 -r-‘p-e3 Hello