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Home My WebLink AboutStudies APPLICANT I I I I I I I I I II I I I I I I I I I _09-236 WaterS tone Apartments - TIA Traffic Impact Analysis WaterStone Apartments Springfield, Oregon Prepared for: Slayden Construction Stayton, OR RENEW DATE: JUNE30.W10 Prepared by: Associated Transportation Engineering & Planning, Inc. (A TEP) PO Box 3047 Salem, OR 97302 09-236 January 21. 2010 Ph"~' -'I I'lFC'D MAY l 5 2010 January 21, 2010 Page i I I I I I I I I I I I I I I I I I I I 09-236 WaterSlone Apartments - T1A Table of Contents Contents INTRODUCTION ...........................................................................................................................1 REPORT METHODOLOGY ..........................................................................................................2 ASSUMPTIONS ..............................................................................................................................2 INTERSECTION ANALYSIS ASSUMPTIONS ...........................................................................7 INTERSECTION ANALYSIS PROCEDURE ............................................................................... 7 SUMMAR Y OF FINDINGS ........................................................................................................... 7 SCENARlO I - EXISTING TRAFFIC...........................................................................................8 EXISTING ROADWAYS ...................................................................................................8 PEAK HOUR TRAFFIC VOLUMES AND OPERATIONS .............................................8 LEVEL OF SERVICE .........................................................................................................9 SAFETY ANALySIS............ ............... .................. ........................ ..... ....12 SCENARIO 2 - CURRENT LAND USE .....................................................................................17 BACKGROUND TRAFFIC VOLUMES........................ ......... .................. ..... ....17 TRlP GENERATION ........................................................................................................17 TRlP DISTRlBUTION ......................................................................................................18 SCENARlO 3 - 2030 EXISTING LAND USE ............................................................................25 FINDINGS ................................................ .....................................................................................29 RECOMMENDATIONS ...............................................................................................................29 1'''- "'p~ - I ~'t:C'D 1"1\ :", _ MA~ OJ 010 -- January 21, 20 I 0 Page ii I I I I I I I I I I I I I I I I I I I 09-236 WalerStone Apartments - T1A LIST OF TABLES Table I - Existing Roadway Characteristics.........................................................8 Table 2 - Determination of Seasonal Adjustment...................................................9 Table 3 - 30 HV Level of Service.................. ........................... ...... ............ ...12 Table 4- 2010 Base Traffic Volumes Level of Service...... .. ................... ........ ........12 Table 5 - Trip Generation for WaterStone Apartments..........................................17 Table 6 -2010 Level of Service Measures with Development.................................24 Table 7 - Traffic Signal Warrant Analysis..............................................................26 Table 8 - 2030 Total Development Level ofService..............................................25 Table 9 -Vehicle Queue Analysis...................................... .............................28Table 10- 20 I 0 Total Development Level of Service with Mitigation................... .....28 rh,-"u" .,-: '--:{:'D MAY 2 5 iOlO January 21, 2010 Page iii I I I I I I I I I I I I I I I I I I I 09-236 WaterS lone Apartments - TIA List of figures Figure I - Vicinity Map .....................................................................................3 Figure 2 - Site Plan .............................................................................................4 Figure 3 - Exisitng AM Traffic Volumes ....................................................................5 Figure 4 - Existing PM Traffic Volumes ...................................................................6 Figure 5 - 30 HV AM Traffic Volumes ...................................................................10 Figure 6- 30 HV PM Traffic Volumes .................................................................. II Figure 7 - AM Background Traffic Volumes ..............................................................13 Figure 8 - PM Background Traffic Volumes................................................................ 14 Figure 9 - 2010 AM Base Traffic Volumes...... ........................ ........... ................. ....... 15 Figure 10 - 2010 PM Base Traffic Volumes. ....... ........ ........... ........................... ........ ...16 Figure 11- Trip Distribution, Lane onfiguration...................... .............. ............ .............19 Figure 12 - Site Generated AM Volumes.....................................................................20 Figure 13 - Site Generated PM Peak Volumes.... ..................... ............................... ......21 Figure 14 - 2010 AM Volumes Total Traffic Volumes ....................................................22 Figure 15 - 2010 Pm Peak Hour Total traffic Volumes ................................................... 23 Figure 16 - 2030 AM Total Traffic Volumes ... ...... ....... ................. ..... ........................ .26 Figure 17 - 2030 PM Total Traffic Volumes................................................................ 27 APPENDIX Traffic Counts Appendix A - Scope of Work, MountainGate Background Volumes Appendix B - 30 HV Level of Service Calculations Appendix C - 2010 Traffic Level Of Service Calculations Appendix D - 2010 Total Traffic Level Of Service Calculations Appendix E - Vehicle Queuing Analysis Worksheets Appendix F - Crash Data Appendix G - Signal Warrant Analysis Appendix H- Mitigation Calculation Worksheets I~' - II \~:'D IftAY 2 a 'OlD January 21,2010 Pageiv I I I I I I I I I I I I I I I I I I I 09-236 WalerSlone Apartments - T1A - TRANSPORTATION ANALYSIS W A TERSTONE APARTMENTS LOCATED IN SPRINGFIELD, OREGON INTRODUCTION The intent of this analysis is to provide assumptions and conclusions of engineering analysis used for this Traffic Impact Analysis (TlA) for WaterStone Apartments located on S 67th Avenue in Springfield, Oregon. The proposed project will develop an a,..,.._..imately 6.09 acre site on the west side ofS 67th Avenue with the major access across from B1uebelle Ct.. (T.17S., R.2W., Sec. 34 Tax Lot 1000). The project will construct 120 apartments. The site has frontage along S 67th A venue. Access to the site will be from a shared two-way improved driveway to S 67th Avenue located across from Bluebelle Ct. The 6.09 acre site is zoned as Medium Density residential in the City of Springfield. See Figure I. The theme of this transportation analysis is to assess the transportation impacts from the proposed development on the surrounding street network based on three different scenarios: -First, the current conditions within the study area; -Second, the impact of development of the property with the existing land use , Existing, Year of opening. The format used in this report was established by Jon Driscoll, City of Springfield Tran~pv.;";;on Planning Engineer in a letter dated October 21, 2009 see Appendix A. Specific traffic related issues discussed in this .~pVI ~ include: -Traffic analysis for the study area -Existing land use and traffic conditions in the project area - Proposed land use and future traffic conditions in the project area -Trip Generation estimates for the WaterStone Apartments -Site access locations and operations -Safety considerations at the site access locations including, but not limited to sight distance analysis, turn lane and channelization needs This '''l'u,; was 1'."I'..."J using the latest land use and trallil'u.;"tion data available from the City of Springfield (hereafter referred to as City), Linn County, and the Oregon Department of T~l'v.;";:on (ODOT). "'("'D t'\1. , ~IJ MAl -J. a ?nm January 21,2010 Page I I I I I I I I I I I I I I I I I I I I 09-236 WalerStone Apartments - TIA - REPORT METHODOLOGY Morning and evening peak period and a 16 hour turning movement traffic counts were conducted for this analysis and were used as a basis for this report. These traffic counts indicated that the morning peak hour was between 7:15 to 8:15 a.m. and the evening peak hour was from 4:45 to 5:45 p.m. Upon review of these peak hour counts, the p.m. peak period was determined to be the most critical time in terms of traffic impacts at the intersections in the study area. The operating characteristics at each of the key signalized and unsignalized intersections during the peak periods were examined using the methods outlined in the 2000 Hiphwav Caoacitv Manual utilizing the Traffix computer software. Traffic queues were established using the Syncho Suite of computer programs. The operating characteristics examined included the average vehicle delay, volume to capacity (vie) ratio, level of service, and estimated queue length. The criteria used for the intersection analysis included the guidelines set forth by ODOT. These guidelines state that each signalized intersection analyzed should up"''';'' at a Level of Service (LOS) D with a volume to capacity (vie) ratio of 0.85 or less. ASSUMPTIONS Site Access Points Access to the site will be from a shared two-way improved driveway to S 67th Avenue located along the eastern boundary of the subject property aligned with Bluebelle Ct. I"" r' I"'''' '[ \,. J r MAY 'l ;, 2010 January 21, 2010 Page 2 I il I I I I I I I I I I I I I I I I I I I 09-236 WaterStone Apartments - TIA -, -, ~ '\ ~ McKENZIE HWY ~ I \If.\l\O~ W\l'J'>/l~~ it DR. r I::: '" j': o " ST. r WATERSTONE APARTMENTS VICINllY MAP \, ATEP FIGURE I / - , - :D 'M,Y Z ~ 2010 r January 2/, 2010 Page 3 r-- II I I I I I II I I I I [I I I I I I I I I I 09-236 WaterS lone Apartments. TfA - / , ~ I I I I I I I I r- - - 1 i ~ __ I I I I I . I 1- -1- ~ - I I I ~ I I :j I ,L _1- ~ -1 L---Bl.!JEBELLE : cr. - I 'I - 1- : I I I ~~! I I I ~ ~I ,- - ,- L i I I L _I_ I , =:J : ~__fA_MEWA " I ,_cr_ Ij I '1 -1- J~ II I I ,I I I I - -- I I I I I I I I L_-j i J:-_I- I ~GWOOD ~ WATERSTONE APARTMENTS SITE A.AN , .A TEP FIGURE 2 / PRE "1 "'I' "....1 ,....C'D . I Il ,L: MAT ~ :, 2010 January 21, 2010 Page 4 I I I I I I I I I I I I I I I I I I I 09-236 WaterSlone Apartments - TIA / " ~ JI 2J ~II MAIN _ ~ - "cKENZIE :' ~ 126 ~" BlUEBEllE SITE ~CT. ~ I HWV..! f- lI) ... WATERSTONE APARTMENTS EXIS11NG AM lRAFFIC VOLUMES FIGURE 3 ATEP / P'lP'"1"'" '"',., -, ,",P"'C'D ~u:"\ January 21, 2010 .-o-r-----r .----..:,-1:,-,-;.. Page 5 I 09-236 WalerStone Apartments - TlA , I , , ~ I II II II J~~~ I \0 MAIN ST. f8 McKENZIE 126 HWY. I Iii I I I I r I- 0 I .... I I r I WATERSTONE APARTMENTS I EXIS11NG PfIII TRAFFIC VOLUMES . .F.IGURE,41 /r. "l) \ ATEP I r 1'1.-'" ..~ MM ., 5 2010 I January21,20JO Page 6 I I I I I I I I I I I I I I I I I I I I 09-236 WalerStone Apartments - TIA ...... INTERSECTION ANALYSIS ASSUMPTIONS In order to analyze each intersection, there were certain common assumptions made. These assumptions, in general, are as follows: 1. Existing traffic signal timings* were used where the intersection level of service dc;cuuined was level of service "D" or better. *(taken from previous studies) 2. Peak hour factors used based on existing traffic counts were 0.9 to 0.95 for the p.m. peak and 0.9 for the a.m. peak. 3. Truck percentages used in the analysis were based on the truck counts performed during turning movement counts. 4. Each intersection operates as an isolated intersection. INTERSECTION ANALYSIS PROCEDURE The analysis of the key intersections included three different traffic scenarios for the a.m. and p.m. peak periods. These three scenarios include: - Existing Conditions - Existing Conditions with the existing land use designations - Existing Condition 20 years with the proposed projects SUMMARY OF FINDINGS Based on the analysis found later in this report, the following findings are made: - The intersection of S 67th and Main St will operated at unacceptable levels of service with the existing plus background traffic and will continue to VI''''''';''' at unacceptable levels of service with the addition of the WaterStone Apartments traffic. - The other intersections within the study area currently operate at a level of service "D" or better. - The mitigation for the intersection of S 67th and Main St is the installation of a traffic signal. - By the year (2030) the intersection of S 67th and Main St will exceed the City of Springfield Level of Service Criteria of unsignalized intersections without the installation of the a traffic signal - The 95% queue for traffic at S 67th and Main St are within the acceptable limits of the intersection. ... "r'\ January 21, 2010 I'I\L .\l'I~ ~!I-'v lfJ Page 7 I I I I I I I I I I I I I I I I I I I 09-236 WaterSlone Apartments - T1A - -,- SCENARIO 1- EXISTING TRAFFIC EXISTING ROADWAYS OR Highway 15 (Hwy 126) is an ODOT facility classified as a Urban Principal Arterial in the vicinity of the site. It has two travel lanes in each direction and a continuous center left-turn and has bicycle lanes and a sidewalk primarily along the both sides of the street. S 67th Ave is presently a two-lane facility with one travel lane in each direction with curbs and a sidewalk on the east side of the street. Table 1 provides a summary of key transportation facilities within the site area. Table I - Existing Roadway Characteristics Strect I Classification Lanes Posted Speed Sidewalks Bicycle On-Street I (mph) Lanes Parkin!!: OR Highway 15 Urban Principal 5 45 Yes Yes No Arterial S 67th 1Yenue I Major Collector I 2 25 East No No PEAK HOUR TRAFFIC VOLUMES AND OPERATIONS Morning and evening peak hour turning movement traffic counts were conducted at the key intersections for the preparation of this report. These counts indicate the morning peak hour to be 7:15 to 8:15 am. and the evening peak hour from 4:45 to 5:45 p.m. Upon review of these peak hour traffic counts, the p.m. peak period was determined to be the most critical time in terms of traffic impacts at the intersections in the study area. ODOr's development review policy requires that all transportation impact analyses address traffic conditions for the 30th Highest Hour oftraffic flows along state highways. Given that the traffic counts for this study were conducted in November of 2009, peak hour traffic flows were adjusted upwards by 3 percent to achieve traffic flows for the 30th Highest Hour. This adjustment factor was determined from data collected by the Automatic Traffic Recorder (ATR) station located along OR Highway 15 West of Springfield near 1-105. The process by which the adjustment factor was determined is presented in Table 2 below. h~.,.~ T I r~C'D Mpy 2 5 2010 January 21, 2010 Page 8 , II I I I I I II ,I II I I II I I I I I I I 09-236 WaterStone Apartments - TIA Table 2 - Determination of Seasonal Adjustment Factor fo- OR Hi i(hway 15 Willakenzie A TR 2004 2005 2006 2007 2008 June Month 111% 114% 111% 109% I November Count Month 107% 105% 109% 77% I The high low years of2006 and 2007 were ignored I The average June Percent of ADT is ( 107+105+113)13~ The average November Percent of ADT is (107+ 105+ 103)13~ The Seasonal Adjustment is June/November ~ 114% 103% 108% 105% 11.03% 1 LEVEL OF SERVICE All level-of-service (LOS) analyses described in this report were performed in accordance with the procedures stated in the 2000 Highway Capacity Manual. The appendix also indicates how level-of-service is measured and what is generally considered to be the acceptable range of level-of-service. As stated previously, the jurisdictional ownership of the study area roadways vary between the City of Springfield and the Oregon Department of Transportation (ODOT). As such, the study intersections are subject to different operational standards. The study intersections along OR Highway 15 are subject to the state's mobility standards, which according to the 1999 Oregon Highway Plan, establish a maximum volume-to-capacity (vie) ratio of 0.95 during the peak hour. To ensure that this analysis was based on a worst-case scenario, the peak 15-minute flow rate during each of the study periods was used in the evaluation of all intersection levels of service. For this reason, the analyses reflect conditions that are only likely to occur for 15 minutes out of each average peak hour. Traffic conditions during all other weekday time periods and throughout the weekend will likely operate under better conditions than described in this report. Figures 5 and 6 illustrate the 30HV volumes at the study intersections during the weekday a.m. and p.m. peak hours. As the figures show, during the peak seasonal periods the intersection of Main St. and S. 67th Av~e operates at unacceptable level of service and vie ratio. I - - . , "'-CD MAY 2 5 7010 January 21, 2010 Page 9 ---- - - ----- I 09-236 WaterSlone Apartments - T1A I /' \ ~ I I I I I JlJlJ~~ McKENZIE 126 HWY. I Iii I I I =; '" :I: l- e ... I I I r I WATERSTONE APARTMENTS I 30 I-N AM TRAFFIC VOWMES FIGURE 5 ... ATEP , I 1 lulu I January 21, 2010 Page 10 I I. I I I I I I I I I I I I I I I I I I 09-236 WalerStone Apartments - TIA - . / \ ~ McKENZIE HWY. t;i ~ '" " WATERSTONE APARTMENTS 30 HV PM TRAFFIC VOLUMES fiGURE G / ATEP Table 3 indicates all the intersections listed currently do not operate at an acceptable level of r-- - I ....-I"It'D service. r r . "" , 2010 January 21,2010 Page] 1 I. I I I I I I I I II I I I I I I I I I 09-236 WaterSlone Apartments - TIA iiiii '_'.11 I Table 3 -30 HV Level of Service AM LOS ' Am ~/c I PM LOS I PM .v/c Ratto ratto C 0.277 I E I 0.357 I A I 0.005 I A I 0.005 I I Main St(Hwy 15)at S 67m St. I S. 67m at Bluebelle CT I Safety Analysis The Crash Data Unit of the Oregon Department of Transportation provided 5 years of crash data for Highway 15 between MP 7.20 to 7.39 indicates that there were II crashes in this area of which three occurred at the Hwy 151 S. 67th intersection. The II crashes on the highway in the years from 2004 to 2008, 2 crashes involved injuries and 9 were property damage only crashes. There were no fatal crashes on either roadway in this time period. Figures 7 and 8 show the background traffic volumes taken from the Transportation Impact Study for the MountainGate Subdivision, December 27, 1993, by Branch Engineering, Springfield, OR. Figures 9 and 10 show the 2010 base traffic volumes which are the total of figures 5 and 6 with Figures 7 and 8. Table 4 -2010 Base Volumes Level of Service Am vie AM LOS Ratio PM LOS 0.683 0.005 I PM vie ratio .980 0.005 I Main St(Hwy 15)at S 67m St. I S. 67m at Bluebelle CT E A F A IJ ';,~ 2 5 (010 January 21, 2010 Page 12 ~ I I I I I I I II I II I I I I I I I I I 09-236 WaterStone Apartments - TIA \, January 21, 2010 - - - / \ ~ HWY. Iii WATERSTONE APARTMENTS AM BACKGROUND lRAFFlC VOLUMES ATEP FIGURE 7 ./ ... .. -~'[J Pf - MAY z h 2010 Page 13 I I I I I I I I I I II I I I I I I I I 09-236 WaterStone Apartments - TIA .',- - i ,; , ~ t;i :!: ~ '" r " WATERSTONE APARTMENTS PfIII BACKGROUND TRAFFIC VOWMES FIGURE 8 ATEP ,/ R I "'--.I~ ... i) I r '",1' z & LU10 January 21, 2010 Page 14 I I I I I I I I I I I I I I I I I I I 09-236 WalerSlone Apartments - TIA I' \, January 21, 2010 J I ~ ~II I ~I ~~~ "<KENZIE , ~ 126 , ~ - BLUEBELLE SITE ~cr. ~ - \ ~ JI J: I;: '" HWY. Iii WATERSTONE APARTMENTS 2010 AM BASE TRAFFIC VOWMES ATEP FIGURE 9 --- .. u ~ 1[--"., 1"1\." ... l-I MAY 2 5 Z010 Page J 5 I I I I I I I I I I II I I I I I I I I I 09-236 Waler~tone ApartmenlS~ TIA _____ ".."11_.'- "I "' , " , ~ , WATERSTONE APARTMENTS 2010 PM BASE TRAFFIC VOWMES FIGURE J 0 ATEP " .. ~ ,I /1>( .J ~ 'JOin January 21, 2010 Page 16 I I I I I I I I I I I I I I I I I I I 09-236 Wale,Slone Apartments - TIA -; SCENARIO 2 - CURRENT LAND USE Under this scenario, the entire 6.09 acres would be developed as Medium Density Residential which would be comprised of 120 apartments. For the purposes of this ,c/,v.l the total development of the site was considered. This was done to show as near as possible the total impact of the development on the surrounding street system. BACKGROUND TRAFFIC VOLUMES Traffic volumes on roadways will continue to increase as time passes. This study included the traffic volumes from the MountainGate Subdivision Transportation Impact Study by Branch Engineering, December 27, 1993, Figure 7. (see figures 7 & 8) Included in Appendix A. The traffic at the studied intersections was adjusted by 1.03% to estimate the 30th highest volume traffic hour for this analysis and increased 1.2% per year to estimate the traffic volumes on the roadway in 2010, the year the project is completed and in 2030. TRIP GENERATION Estimates of total daily a.m. and p.m. peak hour driveway volumes for the existing uses were developed from empirical observations at many similar-sized facilities located throughout the United States. These empirical observations are summarized in a standard reference manual published by the Institute of Transportation Engineers (ITE) Trip Generation, 8th Edition and the procedures and data provided in the ITE Trip Generation Handbook. Estimating the number of vehicle trip ends that will be generated by the proposed development is of prime importance in order to accurately assess the impacts of development on the road network. The figures shown in Table 5 below, represent the expected number of vehicle trip ends to be generated by the proposed development on a daily p.m. peak hour basis based on the mathematical regression equations found on page 326 Section 220 of the Trip Generation Manual (8th Edition). I Land Use Table 5- Trip Generation for WaterS tone APartmerts I AM peak PM peak Daily volumes I In Out Total In Out Total I 12 49 61 48 26 74 798 I Apartments #220 For the purposes of this analysis, it is assumed that none of the home related person trips will be made by mass transit. This assumption ignores the recent statewide projections that 4-6 percent of all home based person trips for purposes unrelated to work will be made by transit. Therefore, this assumption tends to cause the analysis to reflect a worst-case condition, and over estimate the traffic impacts associated with this development. -"., January 21, 2010 . ........ ...- Page 17 LOW MAY n , < II I I I I I I I I I I I I I I I I I I 09-236 Wale,Slone Apartments - TIA i TRIP DISTRIBUTION The distribution of generated trips onto the roadway system within the site area is based on the existing study area distributions. This distribution was determined by field observation and review of the existing traffic movements within the study area. See Figure 11. Figures 12 and 13 show the estimated site-generated traffic distributed to the surrounding road system. The site-generated traffic shown in Figures 12 and 13 were combined with the 2010 base traffic volumes shown in Figures 7 and 8 to arrive at the total traffic for the existing use for the a.m. peak and the p.m. peak periods shown in Figures 14 and 15. Peak hour level of service was d,,~=..Jned at the intersections within the study area for the development of the site under the existing land use plan designations. r~,. I lJ M" ,J 2010 January 21, 2010 Page 18 I I I I I I I I I I I I I I I I I I I I 09-236 Wale,Slone Apartments - TIA " '\ ~ WATERSTONE APARTMENTS lRIP DISlRIBUTlON, lANE CONRGURAllON A TEP & TRAFFIC CONTROL DEVICES FIGURE I I " " F- [" AID t\L 'I MAY Z ~ 2010 January 21, 2010 Page 19 I 09-236 Wale,Slone Apartments - TIA I " '\ ~ I I I I I J llJ MMN IL McKENZIE j HWVo.' I Iii Iii I I I I I I I WATERSTONE APARTMENTS I AM PEAK HOUR SllE GENffiAlID ATEP TRAFFIC VOWMES FIGURE I 2 ... , I F-" ~ l' 'I\L " MAY "l 5 2010 I January 21, 2010 Page 20 I I I I I I I I I I I I I I I I I I I I 09-236 Wale,Slone Apartments - TIA , " January 21, 2010 JllJ~~ McKENZIE ~ 126 liil 0/0 SllE ~ \ ~ f '" HWY. Iii r WATERSTONE APARTMENTS PI\i1 PEAK HOUR SllE GENffiAlID TRAFFIC VOLUMES ATEP FIGURE I 3 - /, I 1 ""I MAY 2 ~ 201u Page 21 --- ----- ----- ~ 09-236 Wale,Stone Apart~enlS - TIA I / '\ ~ I I I I I JllJ~ \0 MAIN M'KENZIE ~ ~I HWY. I Iii I ~ SllE =J ~ I r C I t:: '" r f- 0 I " I I r I I WATERSTONE APARTMENTS 201 0 TOTAL AM PEAK HOUR TRAFFIC VOLUMES FIGURE 14 .... ATEP ,/ I ~\1 - I A'l) "\, MI" ~ 2010 I January 21, 2010 Page 22 I I;- -~ 09-236 WaterStone Apartments - TIA I ; '\ ~ II I I I II HWY. r- I ,..: '" , ,..: '" I I ~ - BWEBELLE SllE ~cr. ~ : I :I: I ~ '" iO' 0 I .... I I .1 I I WATERSTONE APARTMENTS 2010 TOTAL PM PEAK HOUR ATEP TRAFFIC VOLUMES FIGURE I 5 , " I ~II - I :lJ I\L MAY 2 5 2010 I January 2],2010 Page 23 I I I I I I I I I I I I I I I I I I I I 09-236 Wate,Stone Apartme~~=1.:1A - I "'111111 ..".1111",' Table 6 estimates the level of service at the studied intersections in 2010 during the 30HV with the background traffic plus the WaterStone Apartment complex. The 30HV is the estimated (adjusted) lraffic volume during the 30th highest volume hour of the year. This provides a base level of service measure against which to compare the impacts of traffic from the site. Table 6- 2010 Total Development Level of Service Am v/c Ratio I PM vie ratio 1.295 0.033 AM LOS PM LOS I Main St(Hwy 15)at S 67U1 St. I I S. 67U1 at Bluebelle CT I I 0.856 I I 0.060changeS I F A F A Table 6 indicates that if the property were developed under the existing land use designations all of the intersections would UYCH.te at acceptable levels of service. , Traffic Signal Warrant Analysis Based on the outcome of the level-of-service analyses documented in the previous seclion, traffic signal warrants were evaluated for the intersection of Main at S 67th St. to determine lhe need for a traffic signal installation. Since this intersection is under the jurisdiction of the City and ODOT, traffic signal warrants were evaluated using the methodologies documented in The Manual on Uniform Traffic Control Devices (MUTCD, Reference 5). For the warranl analysis using the MUCTD procedures -the Minimum Volume Warrant (#IA), the Interruption of Continuous Flow Warrant (#IB), the Four-Hour Warrant (#2), and the Peak Hour Warrant (#3) were evaluated using estimates of the eighth-highest and fourth-highest hourly traffic flows as well as the peak hour traffic flows for a typical weekday. Several assumptions were integrated into the signal warrant analyses. First, the weekday p.m. peak hour was selected as the basis for the analyses because it represents one of the consistent peak travel periods. Second, considering the ODOT warrant methodology supports the use of Average Daily Traffic (ADT) volumes, and ADT volumes were estimated by increasing the weekday p.m. peak hour traffic volumes by a factor of 10. Historical evidence shows that in urban environments, the weekday p.m. peak hour typically represents 10 percent of the ADT. Third, for the analyses using MUTeD procedures, the fourth and eighlh highest hours of traffic volumes were assumed to represent approximately 80- and 60- percent of the weekday p.m. peak hour volumes. This assumption is also supported by historical evidence of urban area conditions. The results of the traffic signal warrant analysis are presented in Table 7. The results of the signal warrant analyses are provided in Appendix G. ~ r., , MAY 2 5 7010 January 21, 2010 Page 24 I I I I I I I I I I I I I I I I I I I 09-236 WaterStone Apartments - TIA - Intersection Table 7 - 2010 Total Development Signal Warrant Analysis I Signal Warrant(s) Met I Exisling I 30 HV Existing Volumes w/Background No No Yes No No Yes No No No Warrants Total T raffi c Yes Yes Yes Main St(Hwy 15) at S 67th St. (Eight Hour Volumes) (Four Hour Volumes) (Peak Hour Volumes) SCENARIO 3 - 2030 EXISTING LAND USE This analysis will also examine the level of service measurements 20 years after project is completed (2030). The assumption is made that traffic volumes continue to grow at the 2% per year rate and the traffic from the WaterStone project is added to that future estimated traffic volume. The level of service measures are found with and without traffic from the pwpvsed zone. Table 8 shows the Future (2030) Level of Service. Figures 16 and 17 indicate the 2030 am and pm peak hour volumes. Table 8 - 2030 Total Development Level of Service AM LOS Am ~/c PM LOS Ratto I Main St(Hwy 15)at S 67Ul St. I F I 1.825 I F I I S. 67Ul at Bluebelle CT I A I 0.064 I A I I PM vie ratio 4.305 0.005 .. "P'I"'I.'D h" '. ~I., MAY 2 a 2010 January 21, 2010 Page 25 I I I I I I I I I I I I I I I I I I I 09-236 Wate,Slone Apartments - TIA - I' \ ~ J~~ McKENZIE HWY. Iii ~ '" \, WATERSTONE APARTMENTS 2030 !WI TOTAL TRAFFIC VOWMES ATEP FIGURE I G -t -: _. ---.{ 1'"-'[' I. " MI-IY 2 ... /010 January 21, 2010 Page 26 I I I I I I II I I I II I I I I I I I I 09-236 WaterStone Apartments - T1A /" \ ~ Iii J: t:: '" " WATERSTONE APARTMENTS 2030 PM TOTAL TRAFFIC VOWMES ATEP t)GUR,~ J 7_,,1 r'" 'L' .\ L ~ MAY 'l 5 2010 January 21, 2010 Page 27 I I I I I I I I I I I I I I I I I I I 09.236 WaterSlone Apartments - TIA 11111._. I. Vehicle Queuing Analysis A vehicle queuing analysis was conducted to determine the vehicle storage needs for key movements at the study area intersection. In the Analysis a Poisson distribution was applied at the 50th and the 95th percentile interval confidence interval to determine vehicle queue length probabilities. One vehicle is assumed to be 25 feet in length. The results of the queuing analysis are shown in Table 9. As shown projected traffic volume queues for the year 2010 total traffic conditions can be accommodated within the available storage lengths. (rounded up to next 5 feet) Tahle 9 - Vehicle Queuing Analysis Results - OR Hwy 126 at S 67th (2010 Total Traffic PM Peak Conditions) Queue Storage Available Feet I 500 I Continuous I 200+ I 200+ I 200+ I 500 I I Conlinuous I I 500+ I I 200+ I I 200+ I Location Approach EB TH- RT . thl WELT HIghway 15/S. 67 I WE TH 60 Second Cycle I NB RT I NBLT I I EBTH-RT I . th I WE LT I HIghway 15/S. 67 I WB TH I 75 Second Cycle I NB RT I I NBLT I 50% Percentile (Feet) 100 25 30 30 25 100 25 30 25 30 95% Percentile (Feet) 350 25 60 25 75 290 25 100 25 95 Nole - Continuous - can accommodate any length of queue IMPROVEMENT ANALYSIS Adequate Storage Distance YES YES Yes Yes YES YES YES YES YES YES The intersection of Main St at S 67th St currently exceeds lhe City of Springfield's accepted level of service. The intersection will continue to operate at an unacceptable LOS in the future without improvements. The analysis shows that the inlersection currently meets several warrants for the installation ofa traffic signal. The intersection of Main St at S 67th Street was reviewed for Level of Service with a traffic signal improvement. Table 10 - 2010 Total Development Level of Service AM LOS Am ~/c I PM LOS Ratto I Main St(Hwy 15)at S 67tn St. B 0.541 I A January 21, 2010 :ID I PM v/c ratio 0.549 r,"" I'" rhL.:.u~... MAY z !l 7010 Page 28 I I I I I I I I I I I I I I I I II I I II 09-236 Wate,Stone Apartments - T1A FINDINGS The intersections in this study are currently functioning with levels of service that are not within generally accepted standards during lhe 30HV. This will continue until such time as a traffic signal is installed at the S 67th St at Main Street. RECOMMENDA nONS The intersection ofS 67th St at Main Streel will exceed the City of Springfield's accepted level of service with or without the WalerStone Apartments. It is recommended thaI: I. The System Development Charges for this project be applied to improvements at the Main St at S. 67th St intersection. r l.I MAl Z . ll[; January 21, 2010 Page 29 ~- i I I I , ~ I II I !I I II I I I I II I I I ~ <.:01(, I I I I I I I I I I I I I I I I I I I I I 'J SSOCIA TED ANSPORTATION GINEERING & ANNING, Inc. APPENDIX r;;~~ " " .. L MAY 2 5 2010 I I I I I I I I I I I I I I I I I I I ~ SSOCIA TED ANSPORTATION III := '-JGINEERING & I.. ~~_ANNING, Inc. ..~ . I APPENDIX A SCOPE OF WORK BACKGROUND VOLUMES . - r I ~,.; tvlAY 2 ii 2010 I I I I I I I I I I I I I I I I I I I .PR,JrrfQF.ILLD OCT 2 6 2009 I I.JW..'J:"''''I ~:t Ii If1:' ,=t".JIII..'l:,:&.hl,H PUBUC WORKS DEPAR1l4ENT ADMfM$TRATlON ENGINEERING DJVlSIOf/ ENVIRONMENTAL SrFMCES D/liISION 225 f1FTH STRl:~T SPRINGFIELD. OR 97477 MAINTCNA1\JCC DIVISION TRANSPORTIITION DIVISION TECHNICAL SERVICES DIVISION IWIW.r;J,~pringfieJd.Of 1JS.k:kJp(pw.hrm www.Cl.sprlngfle/d.Of.U5 '-'1 -25b OctOber 21, 2009 Riehard L. Woelk P.E.,T.E. ATEP,lne <Associated Transportation and Engineering Planning, Ine) PO Rox 3047 Salem, OR 97302 Subject TraIlie Impact Study Scope - South 67" Street Apartments Dear Richard, Outlined on the attached pagcs per your request is a Traffic Impacr 81,,* Scupe of Work statement for the proposed South 67'" Street Apartments on the west side of South 67~ Street at BluebeUe Court. This scope is based on the preliminary sile plan provided in the ZON2009. 00020 Developmenllssues Meeting. If the design bas altered significantly since then, please send me an update, and I will modify the scope accordingly. You wiU see that we are requesting both AM and PM analysis. This is due to the fact that AM trip generation for the proposed use will cause a significanl increa.,e in the nwnber of north bound left hand turns during thallimc at the intersection of South 67~ Street ana Main Street. Because Main Street is a stale facilily, we have specified an ideal saturation flow role of 1,750 pcpbpJ, pa ODOT's latcst requirements. If the TIS indicates a need for significant modificatiun 10 this unsignalized intersection, you will want to cnsure that supporting analysis is in accordance with ODOT's Analysis Procedures Manual (APM). Please give me a call if we may provide additional information. If you need answers between October 26 and November 15, you can contact Richard Perry (736-7134), as I will be on vacation. Si'1bA ~Driscoll EIT, PLS, WRE Transportation Planning Engineer in Training ADMINI$TP.ATION / TECHNICAL SERVICES / E#VG,'NEERfNG (541 j 726.3753 . FAX (541) 736-102' .__.....~_ .~.~....................~ ....a../,.~a'........."'...."f ...,.,...,.....,I'V').,.~.,.,,..M'_ (I-:A11 7?':;~'?7l:,? . ~,v It<tf1t 7~.~7A . ,- "", MAY 2 :.. 2010 I I I TRAFFIC IMPACT STUDY SCOPE OF WORK I Date: October 19,2009 Consultant: A 11iP ,\no (Associated Transportation and Engineering Planning, \nc) PO Box 3047 Salem, OR 97302 I Projeet Aslumplioas: I I I Prcjeet NlIlI1e: Location: Land Uses: South 67" Streel Apartments West of South 67'" Street, al B1uebelle Court and Camellia Court ITE Codes: Aportmenl (220) Size: Approximately 120 Dwelling Units in II Buildings Ace<:SS: Via South 67'" Streets at B\ncbeUe Court Completion Dale: Estimated "20 I 0 I General: The proposed developmenl will impact city streets; therefore the S-rr _..:.." traffic impact analysis will need to address Springfield Developmenl Code (SDC) ._,..:..__.:.... Because the development is anticipated to generate nearly 800 vehicle trips per day, thereby nearly doubling the present traffio load, and is to connecl to an existing substandard ~ (IWO- third ~), a "major traffic study" will be requID:d as per SDC 4.2-IOS(AX4). The <tudy should address all the crileria outlined in Springfield Public Works I:'r'--" -, policy (See enclosed S.O.P.P. #T -6.1), except that certain clements of the study may be confined to the scope outlined below. I Trip Distribution aad Aulgnment Site traffic would have one primary ro\llC available for access toIfrom Main Street, and that is through South 67'" Street. The distribution pattern of e~sti~g ttaffic al.local street intetsectioDS n= the sile is a reasonably reliable iodicator of future .).._ -or distribution. I I Study Locatious: . Site access poinl On South 67'" Street . Main Stn:el at South 67'" Street I I I Trip Generatioa: Use appropriate dalli from the fIE Trip Generation MartJlal for ITE Code 220 -AparbnenL Additional ~Hidden Trips": Note tbe167'" Street bas "unseen trips" that havc been previously approved BIld a.._. __ ~_j for through the Mountaingate Subdivision developmenL 1bese trips will nol be captur<d in field studies because some of the lots have not been created, and other lots, though created, have no! yet been built upon and occupied. Therefore, enclosed with this scope is a portion oflhe Mountaingate Subdivision Tr.tffic Impact Study. Please add the full buildout trip assi"... .... nlUDbeni at6i" Street and Main from Figure 7 to your existing trips wong South 61" Street. Any trips that presently come !Tom the Mounlaingate Subdivision may be subtracted from said data. Note lbat this will affect bolb lbe C.:,. .~y i.._..__:on as well as the :..;'....Jion of South 67" Streel and Main Street. Page I of2 I I I I h;t.., MAY 2 II I "'... "ID MV 5 2010 I I I Traffic Impacts and LOS Analysu: I I I I LOS A1ut/ysis MetJwd. Use the curreDt Highway Capacity Manual methodology. ~)..,..J.nalvsis YeM AM and PM Peak Hour - 2009 ScenBrio~ No-Build, Build Si&!Wiu.d LOS Anal'!..", A's~tions. Ideal S8lunllion Flow Rate = 1,7~ vpbpl (per ODOr praotloe, n: NCllRP 599) Peak Hour Factor = 0.95 for all movement.. Area Type = Other (Nol CBD) Queuing: Provide 50" pen:entile and 95th pera:ntile queuing anaIym. by 2000 HCS method (Syncbro output is acceptable). I TraflI. Crasb Analy!u: SIIDlIIllIIize most =1 tbree-year.....h hislory aloog Main Street within 200 feet each direction from South 67'" Street. Additional Reauiftme.t'lI: I Includl /his Scopl 01 Work br /hI ap~ndbr oltlu TrafTu: Impact Study I I I I I I I PIIPn? nf? I I I L I I ~r~J rt~., ~ I' MAY 2 5 2010 I I I I II I I I I I I I I I I I I I I I I TRANSPOKfATlON 1MP A.CT STUDY FOR MountainGate Subdivision S\lringfle\d, Otegon petembe"l '27. 1993 tj- ,a..,...p,!t-G< ~ "3:>"''''' ~\l ,"''IA- prepared b~' llRAt'lCR alGnreERWG "3\0 North 51ll s~t spongf,eld. ()regOn '{1411 Phone (5{)3)1A.&Q637 l' h}( (503)14&0389 ,\ ':.:/d, h I ~ L '" J MAY 2 5 ZOlO I I I I I I I I I I I I I I I I I I I Transponatioo Impact Study - MOIIntainGalc Subdivision-i'a&e:i' "', -', \. lX. TRAFFIC ANALYSIS - FULL DEVELOPMENT Trip Gen=rion: Tollll trip generation anticipated from full development of MOIInwnGate Subdivision is summarized in Table 2. Trip assignment and the resulting lOlaI traffic volumes for !be Full Development scenario are shown in Figure 7 and Figure 8, Trips per D.U. Tollll Trips Entering Trips Entering " Exiting Trips Exiting " TABLE 2 MountainGate Subdivision Total Trip Generation at Full Development 720 single WniIy 'unil> Weekd~v AM Peok Hour PM Peak Hour 9.55 0.74 . l.OI 6876 533 727 3438 139 465 SO" 26" 64" 3438 394 262 ,50" 74,. 36" . F r ~-, MAY 2 5 2010 'il! . -".) I I I I I I I I I I I I I I I I I I I -- -, ) a ~ , \. 'Ukl) ......' I f -"+ ~ !>@ ~oo ""~VjQ ""I" In~ "O' ~;! '~ 6 (IUt.#' ("J)r~ "\ t q --. , · ~ i T "-""I I f~'("" .-... _ 11 . lrduo,\ , !l ).IIIUI'''' .. i ;r~ .. .' .\. ,,-g(LJ) .~.; 11' ~ h ~ .. ~" ...uo - .. ., --~.. .:.J . . , ,- J r... ''''~'' I I"'--:CTJ rht-. MAY 2 iJ 2010 I I I I I I I I I I I I I I I I I I I ~ ~~ . .. i ... "'."1) f"ClrlM) 1 I' .. l !" -- .- ~ " H i'i._"" H~I 0_-. i ~ ~ i '"+'z(.' (t1.)Ki' ...ut(.. tK.li,... .~ Ie.! (tII)It',," '1t' ~ell " " -":j t " ~~;'(t ;~ ;:':.;~l\ . ~, i:,.p .~. . . ,~:.':,.... -.-:; : .: '::':"~. ~ : . -. .' . r ( --- s e:. ::! "8 m~~2 I~~; a: ~ .. 'II ; 6 c...k.J (Rt>>Zl"" ~ ~ Ie , ",'(1 ~"L MAY 2 I) 2010 I. I I Tr'l1 ~Ptf;\t-r;1iI1"[:'Poo1.d L""r\," .UCArlaN: Y ~'\h!it -- Bluebefle c.'t CITYISTATE: Sorinofield OR 1'82<1 ':":L ---.J '" . ... , , I . .. EJll . '. , . 10..,]. 08 ~; ,: ~( . IiIB19 I I ~..:..L .t<t>t, ,-:-/ I I ~_"L :~: ~' , 'r- I I ."InI;OW'Il ..... !.'tlD'W -4 05 PM .10PM 415PM ~_20PM <42SPM -4:JJPM .,35 PM "'-40 PM "'PM 4,SOPM 4:'>>t'M 'OOPM S.aiPM S:10PM S,lSPM S,20PM 52SPM 5:30PM .""'" L .. IV ''''/''' o o o o o o o o o o o o o o o o ~ o o o o o o o o o o o o o o o o , o n 0 , 0 0 : ~ 2-1 _nl"lJoOUncI n.ns IIIIaN u I o 3 3 o , , , . , , , o , , 3 , , , ! I I " o o o ~ I '010 PM S.a5PM S'!illPM SS5PM I ....,....In I "",-,..to AMVlflIel.. ""--vrTt\.Ieks P.o.mians B~s ....., _..~.. Common": '~gene'aledon 1112112009 6:18AM o o " o o I I I I I u o o o o o o o o o " o o o o o o o o Pook M...od l~ del._ pew<,r""" To'~ ioJ1~ y~""" ~Jb8#, fdlreJ,J4 DATE: 11112J?009 Puk-Hour: 4:55 PM - 5:55 PM PNk 1~1",5025 PM- 5:40PM cr Quality Counts ~J. ~ Sf1InSI ~V \~'ff'" ~ , o o o o o o o , o " , , o , ~ o , . o . . , . , . , , , . . , , o o o o o o o o o o , o o o o ~ o 10 o , ~ 3 0 0 , 0 0 ! ~ ~ _ SOUInbOUncI ~:u Jtj' ~ o 0 o ~ , o o o o o o o o o o , o o o o o ~ o ~ .- 7'1 IV o o o o o o o o o o -, o o o o ~ o o o ~ "7 o Illu.bel~tl ,FA........, '.U' "7 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 -0 , o 0 o 0 o 0 o 0 ~ ~ o 0 o 0 o 0 ! ~ "_M mr; PIlaf! o 0 o u " o o o o o o o o o o , o o o o o o 0 o 0 o 0 U I L_ , 0 o .. ":'L , , 0.0.00.1 A \'OIl.110 00. (_~.. 00 10.00"11 V 1'00.0.0 I"'i I~D 00 0,01 00 0.0 .. ~~ ~_ . ,L :~: ~' , 'r- ~_ . ,L :r~F ~' , 'r- u I ,..~ I , o o o o o o o o o " , o o o o , 1.....INI..a 'j 'Tf:!'~ o o o o , o o o o " , o o 1 , , . , o o o o o o o o o o , o o o o -~ o o o o o o o o o o o , o o o o n o ....." T."tl . o . . 7 3 . . 7 o , , , . 3 , 7 13 , 7 " " " " " .. " os 03 o o o "".....toWIG TIlrU Itlrlhf U U . 0 o 0 o o , U o o U I '1- , , " 03 .. ,..., ,,, o o r SOURCE: OuaJi1y Coun1s, llC (hf1>JIwwwQJalitycoUJts.ne1) F -.r 1...... !''''''' I l """D 1\.. , ~ MAY 2 5 2010 I I I Type 01 pe&k ~ ~tim.r~Of\ed. Intersection Peak LOCAndll: ~ YJfh S(.. ~ain St CITVISTATE: SorinnfiRld. OR I ~:E1:L ' , , , . , m.o .J \. 0.517 EJ I~ I O.lY.! I . '158 lIJ91t.80"\ I' 2.1013 13~:;1 128.1 I I ~..:..L .t~t, I~I I I ~, . ,L :~: ~' . 'r- I I ,.....,CO\I1t ...... ~J' .""'" Stnnsl .7 ''''T'tr " \IV' '~:r ~ 230PM 9 0 1 0 24S~ 9 0 1 0 300PM gOO 0 31SPM SO, 0 331PM .. 0 1 0 3.4SPM '4 0 1 0 4.00 PM S 0 0 0 4-15 PM 8 0 1 0 4:3:lPM 10 0 2 0 ..."D.......112 0 U U SOOPM 7 0 1 0 51SPM .. I ~ 2 0 t;.:nPf.l 'IiIm:, ";t..~~ 1 n S4SPM \l: 0 0 0 8.00 PM 7 0 0 0 61SPM g 0 3 0 6:JJPM 5 0 1 0 6:45PM 12 0 0 0 7 00 PM 5 0 2 0 71SPM 5 0 , 0 73:1PM 3 0 0 0 74SPM .. 0 0 0 BOOPM 5 0 0 0 ....,......... I _n_ .-'" ,~ ~ "~'f U Nv....l\II AU 0 HNvyTruw 0 0 0 Pede.man. 0 Bicyd_s Raolroed rmee;:r 16 hr colXlf 6am . 10 pm rt~or1 generated on 11/2312009 9-24 AM I I I I I I I I I Metlodforde1emining petk,hwf; Tola! Err1~ VOh"ms. fJl' Jba #: 104631~1 DATE: 11/12/2009 Peak.Hour: 4:45 PM - 5:45 PM Peak 15-Mln: 5:30 PM - 5:0415 PM (J; Quality Counts ~ - ..... I o o o o o o o o o " o o o o o o o o o o o " o o o o , o , o , o o o o 0 0 o 0 0 , , , o 0 0 o 0 0 o 0 0 o 0 0 o 0 0 o 0 0 o 0 0 ......_~ '~. "'f o 0 o .- " o o , o o o o o o , ." , o o o o o o o o o o " o o L ~ ~ ~ rrc --,,, \EI.bourdl JV' ""'J!-+ "i , o o o o o , o , " o , ,,, ,&4 178 ,.. '" '" "" ,,, 2<0 ... ,., .., " 11 " , " " " , 18 '.11 18 17 o o , o o o o o o o 21<! 16 20V 20 211 10 121 " 125 16 132 16 102 l' " S 111 14 ''''' , - U '''j 1.W 'rW o 28 0 o o 0 o , o . o , o , o , o 1 o , o , ~lr~ o , , , o o o o o , o o o , o o o o o o , " o GO aa ~: :0 ~oL ~.7 . ao J ~ \. 0\1. 2.lI '..~.~.It "4;:. ~.f ,. on aa ~",L :~: ~' · 'r- ~, . ,L : [~=~v ~' . 'r- ..""" wrwr: ~ 120 0 0 153 0 0 1611 0 0 148 0 0 15.2 0 0 11V 0 0 135 0 0 135 0 0 150 0 0 ''''W u- 0 116 0 0 114 0 0 ,,,, n Q 132 0 0 125 0 0 .. 0 , " 0 0 91 0 0 '" 0 0 54 0 0 " 0 0 S6 0 0 ~1 0 0 .._tIO_ . '''J I\; ",., o , 0 o T:" 12 27S 1124 33g 11go 312 1210 :M6 1332 "" "" 351 1431 "" "" 3Elo4 1442 .c!1 14gs '-=lr~~ '" '''' ~" 312 1660 362 1626 J:ilil 1525 "" ''''' 25D 11&3 219 1000 173 '" 1SS 1;1 185 732 174 B97 T.., " "'" "" o SOURCE: OuaJi1y Coc..rn5, llC (~:/Jwww,q.JaIItyCOll1lsnet) ~ - 1-'1\,,:", MAY 2 ;) , - "U 2010 I I I Tr~ olp'" "'" bo;,p 'i.""9'''''''''- """ 'DCAnON, S 67th 51.. /Jain gf CITVISTATE: SorinofiAld. OR I 080 ':':L ~"'.'- 105r.O .J \. 0."2 E1~.I0.8tl.~EJ 121.2' 1 r o.zn I~'~I 21880 I I ~..:.L . t~,t 0 I~I I I ~_..L :~: ~' . 'r- I I ....lnCOWl1l:l. ....... ......",,* .'<'J-" . 8SON.1 6 6:55AM 3 7:00Ao\ll 3 7.f1j/JH, U 7l0AM 4 1:1!tAM !t 7:20AM 1 7ZAM 6 7:3J.AM 7 735N1! 7 1:<<!IN. 7 IC~ ; .""'.. '1\1m'''NI1 :y -r U o o o o o o o o o o o o 1 o o , 1 1 o 1 o o o o , 1 I I " o I I I I I I I Peak-Hour: 7:15 All - 8:15 All Puk 15-"n: 7:50 AM-8:05 AM a: Quality Co~nts Mmodfor....,...."u.,.~ P5tkmv.r. Total Entering Voh.u,o. beJlIe" 10<63102 ' DATE: 1 1f'2!?009 .. ~: .. oa:oL . 42.00.1 ^ t. 00.4.. ee - 4'"0'- .. "~,. ,p.o 1'.3002:-01 ,. 2' ~- . .L ~ L -~' .'~ . , , ~ I~"I ~ ..... - ~- .L .... . I i[C , re]' . ~~. , , 1"'1 o o o o o o o o o o o f " o $lf11hSI ....... 'TJ /'6' "'1! U ~ \T"::~ v 0 0 0 0 0 11 0 0 0 0 0 0 17 0 0 0 0 0 0 18 0 0 0 0 0 0 17 0 0 0 0 0 0 " , 0 -0- 0 o. -0 17 , 0 0 0 0 0 18 1 0 0 0 0 0 IS 3 0 0 0 0 0 " 5 0 0 0 0 0 18 1 0 0 0 0 0 " , 0 ~ ~ n ~ J1 , ., 0 0 0 0 0 " 1l0!i.AM . 0 1 0 0 0 0 0 j Z . ! --E-E "--'- 6:15AM , 0 0 ''''AM . 0 0 0 0 0 0 0 '''AM , 0 , 0 0 0 0 0 "'AM . 0 0 0 0 0 0 0 9.351N. 5 0 1 0 0 0 0 0 '''''AM , 0 0 0 0 n 0 0 ~::,~n I LMT -.- ............. "TI' "T " 'TJ ".." "'1f' u MVeNc:Ie. .. V V 0 ......v,Truckl 0 0 0 0 0 0 0 0 Bicydl' R_ "r"" ....- I Danmetll'i; 16 hr count earn .. 10 pm .I~ generaled on 12/14/2009 11:35 AM 0 " , 0 ~ of 0 32 , 0 30 3 0 " , 0 IS 1 0 " 0 -- ~ ThN "';7 V ~l! 0 " 0 0 v v o o o o n o o o o o o ~ o o E o o o o o ""In $I fT!1l'\' T.., -fly ~ V T..... V 0 0 " 0 0 0 013 0 0 0 " 0 0 0 " 0 0 1 " 0 0 - 0 .. 0 0' 0 .. 0 0 0 .. 0 0 0 .. 0 0 0 .. 0 0 0 '" 0 0 1 " Q 0 .,,, ". .. 0 0 " 0 0 " 0 0 , .. 0 0 0 " 0 0 0 " 0 0 1 " 0 0 0 '" 0 0 w..._ 86 '368 103 1370 89 1351 .. "'0' liS 1280 102 1ve T...' 1'::oi!4 .. o U I L.-r nru "V o u u U U 10<<1 o " o j SOURCE: QuaJj1y Courns, LlC (hf1l:JJwww Q.J&/ityGou-rtsnet) F~r.: MAY I r"-'D ,,,", - S 2010 I I I Type of peak hoyr /,rnRreported: InkJrsec1ion Peak I LOCATION: ~ e:7th'st --l3luebelle Ct CrTYISTATE: Snril"ll"lfil'llkl OR I 17B~' ':,,:L --1., . .... o .0 .J \'.. . aD . lo.nl- DB .~t:.:r' "B'l I I ....J....L ,t<bt, 1-:-1 I I ....J, . ,L :~: ~' . "I I I .Ulncoum . ..."" ~ "'AM -I 1:101N 7:1SNtIo 7211AM '''AM 1:$JNJI ,;...,,.,,., 1:4DNA SI1lh" ',\y \"f"f o o o o o o " o ~- o o ! o o o o o o " o j o o ! , , S , . , , . '~ S , ! 'I I 750NJI 7:$NJI 8.1XII>M IIOSNJI B:10I>M 8:15""" 820NJI 82'.>AM 1l::IlM/l .35AM 840...... II 45 I>M 850AM 'SSAM I ..., ....n Flalft_", IMt AlIV.,.,.{;I~ II HeevyTrua.. 0 Pw;lestnarus Bieycl.. Raill~ '~<<leu... I Canmenf5: R~generaledon 11121/2009 6:18AM I o o o o o o o o o , 0 0 2 0 0 , 0 0 , 0 0 S 0 0 , 0 0 o 0 0 . 0 0 , 0 0 _n~ ~ "LP ~ o 0 o I I I I I I " , o o o o o o ~ I ~ I ! Mehod lor d61ermining pel!\hcy; Total Entering Voll..me l)t;Jba,: 10463103 - DATE: 11/12/2009 Puk~Hour: 7:10 AM - 8:10 AM Peak 1 SoMln: 7:35 AM - 7~ AM a: Quality Counts ~j. , St7'lllSt , 'i'I~~' o o o o o o " o o o o o ! o , o o , , o o o c_ " , o o o o , o " o o o o o ! 1 0 0 1 0 0 , 0 0 1 0 0 1 , 0 , 0 0 o 0 0 o 0 0 o 0 0 ........- Thru I'llfl' U . 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I I I II I I I I I I I I I I I I I I M.^ ~ ntr I I I I I I I I I I I I I II I I I I I " SSOCIA TED ANSPORT A TION GINEERING & ANNING, Inc. APPENDIX B 30 HV LEVEL OF SERVICE CALCULA TIONS F;'- I'" ,~I I" ""D ,I ,v MilY 2 5 20tG > ~ ~ ~ .5 ::Ii :. ! i .f !f :> & ~ R'",-a... 1; :!: ... ~ 0..... O~;:"'~"i: ~ ~ "'oij:E'"'! ::E ~"'~~.c=: 0.0: ~o8 ~ . a , ~.. " i" j o ~;: ~ ~ .(j ;;, ~ B.. ;; & ! t:.. .... ~ .... h I"~ ~~~'5~ ~ o~~a.t::':':c..~8 III o~ ~.[ 0 :> ~ " I I I , , -;-: I: ~: .' , go: I 0. i ! : .: , "' , ., , - , , , ! <: 0.1 I g '" ,.... .... ,... 1':1 11,.1 1:, 1:) Ill. ,,, ...., : ~ 0.: " :;;. 1:....:.... r:: .. : 8' 0> '" ; ..., !j", II: ;) ~ : ~-;; ~ : r: ~ ~: ~>:: a; ~ o : ~~.:i : ~ ::E ;;:fIl::::r::: ;,c ...., 01"''''' III .. =~:~t::g!~ ~ ":~:i::J~ ... <Il,.. Ill' .. .., I 8.5': t '.So 3 ...roe Rl.. ~ t:. : ,,~~:.... ~ : B ~: ,... .., ," ..., '" , ! ~ ! i ,. , , , , , , , , , , : : : : & : : !t: : o I : ...: : ~ : : : , I I I I I I I I , - I ~ . 0.: : : .: , "' i ~ ! ! 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