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Home My WebLink AboutTrilogy Traffic Impact Study TRILOGY RESIDENTIAL SUBDIVISION TRAFFIC IMPACT STUDY FINAL Prepared for Conger Management Group 405 South 8th Street, Suite 290 Boise, Idaho 83702 April 11, 2006 Prepared by G Washington Group International Integrated Engi neeri ng, Construction. and Management Sol utions Washington Group International 720 Park Boulevard, P.O. Box 73 Boise, Idaho 83729-0073 (208) 386-5000 T ABLE OF CONTENTS EXEC UTIVE SUMMARy............................................................................................................................. ... 1 IN"TRODUCTION........ ................... ............. ....... ...................... ..... .................... ..... ....... ..... ....................................3 PROPOSED DEVELOPME.NT ...... ............. ...... ........ ........ ...o.. ...... ...............o.................. ....... ................ .......................3 STUDY AREA CONDITIONS.... ............. ............................... ... .................... .... ......o....... ............... .....................3 Study Area ...............................................................................................................o...................... . . . . . .. . .. . . . .. .3 Land Use...................................................................................................................................... . .. . .o.... . .. .. . .. . ... . . .. .3 EXISTIN' G CO ND ITI 0 N S .....................................o............................o....................o................o.....o............................. 6 T raffi c V 0 I u m es . . . . .. . . . . . .. . .. . . . .. . . . .. . . .. . . . . . . . . .. .. .. .. . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . .. . . . .. . . .. . . . . . . .. . . . . .. . .. . . . . . . .. .. . .. . . . .. .. . . . .. . . .. . . .. . .. . .. . 6 Road Sys tern.... . . .. . . . .. ... .. . ... . . . . . . . ... . . . . ... . .. . . . .. .. . ... . .. . . .. .. . .. .... .. .. . .. .. . .... . ..o .. . . . . .... . .. . . .. .... . . .. .. . .. .. . ... . . .... . .. . .. . . .. . ... . .. . . .. . .. ... .. 6 In tersecti ons . .o... . . .. .. .. . .. ... .. .. ... . . .. . .. .. .... ... . .. . .. . . . . . ..o ..... . .. . ... .. . . .... . .... . .. .. . .... . ... ... .. .. . .. ... . .. . .. .. .. .... .. . ... . . .. ..... . .. . .. .... . .o.. ... . . ." . ... . . .. .. . .. . . .. .6 STUD Y PERl 0 D ............................o...................................................................................................................o ...............6 PR OJECfED TRAffIC ..........................o......................................................................................................................... .6 Trip Ge neratio n ......................................................o......................................o.............................................o............... .6 Trip Distribution..................................................................................................................................... ...........8 Background Traffic...... ..... ..o..... .............. ... ... ..... ........ ..... .... ..... .... .... ........ ........ .... ..... ........... .................... ...... ................8 B u il d -Out Traffic........................................................................................................................................ .. . .. .. . .. . . .. . 8 TR.AFFIC ANALYSIS... ..... ..... .................o........ ... ... ..... ........ ........ ......................... .... ..... ....... ...... ...... ....... ....................... .13 Capacity Analysis and Level-of -Service .... .... ........ ................ ..................o.. ............... ........ .........o............. ........ .13 Roadway Capacity... ......... ........ .......o......... .... .... ..............o. ...... ... ..... .....o.. ...............o ..... ............................... .................... .13 Site Access and Circulation .........o......o.......... ............ .... .... ................................ ...... .... .......... ............. ..........o..... ...... .14 Associated Impact Fees.......................... .....-. .............. ........... ..................... ................. ...o........................... ... ... 14 CON CL US ION S ............................................................................................................................................... . . . . . . . . . ... 15 REFERENCES. . . . . . . . . . . . .. . . . .. . . .. . . . . . . . . . . . . . . . . . .. . . .. . . . .. . . . . .. . . . . . . . . .. . .. . . . .. . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . .. . . .. . . . . . . . . . . . . .. . . . . . .. .. 1 7 APPEND IX. ............................................................................................................o............................................. . . . . .. . . . . . .. . . . . . .. .. .L8 G WaShington Group International Integrated Engineering, Construction. and Management Solutions Trilogy ANAL TIS EXECUTIVE SUMMARY The proposed Trilogy subdivision is a residential development on a 28-acre site south of Chinden Road and east of Black Cat Road near Meridian, Idaho. The project is expected to contain 146 detached single- family residential units. The following are the principle conclusions of the analysis for the Trilogy Development: 1~ The proposed development is projected to generate an average daily traffic (ADT) of 1,397 vehicles of which the p~m. peak hour traffic is 147 vehicles per hour~ 2. As a result of the site build-out, traffic on the vicinity roadways is expected to increase. Traffic on Chinden Road may increase by 310 vehicles per day (vpd) to the east of the site and by 170 vpd to the west of the site. Traffic on Black Cat Road may increase by 20 vpd to the north of the site and by 910 vpd to the south of the site. 3. The intersection of Black Cat Road and Chinden Road is currently two-way STOP controlled with traffic on Black Cat Road stopping for traffic on Chinden Road~ For the existing condition~ the lowest level of service for the intersection is LOS D, which relates to the northbound approach~ For the 2011 Background condition, the intersection is predicted to operate at LOS F, which relates to the northbound approach~ For the 201 [ Build Out condition, the intersection is forecast to operate at LOS F. Improvements to the intersection are needed to accommodate the Build Out traffic volumes. Retaining the existing two-way STOP control and adding a separate northbound left turn bay was the selected intersection improvement With the improvement, the Black Cat Road I Chinden Road intersection is forecast to operate at LOS E for the 2011 Background condition and LOS F for the 2011 Build Out condition~ but with reduced delays for both conditions. 4~ It is assumed that a temporary 26 ft wide paved approach to the site will be constructed off of Black Cat Road via Ramblin Court. This site approach on Black Cat Road is forecast to operate at a LOS A for Build Out conditions. Based on local guidelines, a separate left turn bay and right turn lane & taper are warranted. 5~ Based on the BuiId..Out traffic forecasts for the roadway network, only Black Cat Road will be under the COMPASS planning threshold. Roadway capacity improvements to Chinden Road east and west of Black Cat Road are necessary to accommodate the Build Out volumes, with respect to the COMPASS planning threshold. ITD is currently performing a corridor study for Chinden Road in this area. 6. All internal streets with front-an-housing have projected ADT volumes less than 1,000 vehicles with the following exception: Lots 1-10 of Block 9 have projected ADT volumes greater than 1,000 vehicles. 7. No on street parking should be allowed for internal streets with a width less than 28 ft This applies to streets E & F and the turn-around at street I~ It also applies to the tum-arounds on each end of street C. 8. There are various intersection offsets that are less than 150 ft. ACHD policy requires that the offset of local/residential collector intersections be greater than 150 ft 9. The proposed development is planned for 146 residential lots. Under Ada County guidelines, growth should be limited to 100 lots until an additional site approach is constructed. I O~ The project site will generate impact fee revenues of approximately $ 221,482 (Ordinance 200). \!i Washington Group International Jntegrated Engineering, Construction, and Management Sofutlons 1 Trilogy ANAL TIS Following are improvements needed to accommodate the traffic volumes generated by the Trilogy development: 1. A separate northbound left turn bay at the Black Cat / Chinden Road intersection should be constructed to accommodate the 2011 Build Out conditions. The existing two-way STOP control may remain in place. The addition of the northbound left turn bay is an offsite improvement. 2. For the Ramblin Court site approach on Black Cat Road, a southbound left turn-bay and a northbound right turn lane & taper are warranted on Black Cat Road for vehicles entering the site. G Washington Group International Integrated Engineering. Construction. and Management Solutions 2 Trilogy FINAL 11S INTRODUCTION Washington Group International (WGI) has been retained to prepare a traffic impact study for the proposed Trilogy development south of Chinden Road and east of Black Cat Road in Ada County, Idaho. Figure 1 shows the location of the project and its vicinity. The purpose of this report is to evaluate the traffic impacts resulting from the proposed development in the vicinity of the project.. This study will make recommendations for improvements to the transportation system, which will mitigate adverse impacts of the development This report is prepared in conformance with the requirements of a major traffic impact study as required by the Ada County Highway District (ACHD). In particular, the scope of the study includes the following: · Trip generation of the proposed development; · Trip distribution and traffic assignment of the site generated traffic; · Roadway capacity impacts on Chinden Road and Black Cat Road; · Impacts of site generated traffic at the Chinden RoadIBlack Cat .Road intersection and the Ramblin Court intersection off of Black Cat Road; · Recommendations for access to the project; · Mitigation .measures. PROPOSED DEVELOPMENT The Trilogy site is a proposed residential development on a 28-acre parcel. The project is expected to contain 146 detached single-family residential units. The proposed preliminary site plan for the project is shown in Figure 2. A copy of the plat is included in the Appendix~ The study assumes the development will be built by the year 2011. STUDY AREA CONDITIONS Study Area The area of influence will be Ada County. The area of primary impact will be along Chinden Road and Black Cat Road. For the purpose of this study, it is assumed that a 26 ft wide paved approach to the site will be constructed off of Black Cat Road and will be offset a minimum distance of 150 ft from the existing Ramblin Court/Black Cat Road intersection. The intersections considered for impacts are the Chinden Road/Black Cat Road intersection and the future site access intersection with Black Cat Road~ Land Use The project area is currently zoned RUT and is expected to be rezoned R-8. G Washington Group International Integrated Engjneerlng~ Construction, and Management Solutions 3 Trilogy FINAL TIS u HIGHWAY 2 / 26 0 Cl <t <r 0 0 a:::: a::: I-- w -' <( STUDY ~ u :!: ~ AREA u z <:( W ....J ?- m SCAl. Ei N. T .5. .. TE. JANUARY 2006 tLEI J/T raffJC/CMC Oe$forvT,t1oqy "waShington Group International Integrated Engineering, Construction. and Management Solutions McMILLAN ROAD Figure 1 Vicinity Map CMG: Trifogy Subdivision ""f' \ J/Tl""sfflc/CJ.lC DlsT ITr-Ua G Washington Group International fntegrated Engineering, Constructiont and Management Solutions o US HIGHWAY 20 / 26 Cl <:( o Ct: t- <( U ~ U <( -..J CO LEGEND = SEE REPORT ItREFERENCESY SCALEI N. T . s. Figure 2 Proposed Site Map CMG: Trilogy Subdivision AlE_ JANUARY 21Z6 IlEt EXISTING CONDITIONS Traffic Volumes Existing ADT and p.m. peak hour turning movement volumes were obtained from traffic counts perfonned in late 2005. The existing daily and peak hour traffic counts near the site are summarized in Figure 3. Road System The road system in the site vicinity is described below: · Black Cat Road is a north-south, two-lane facility classified as a minor arterial. The posted speed limit is 50 mph_ · Chinden Road is an east-west, two-lane facility classified as a principal arterial. The posted speed limit is 55 mph. Intersections The intersection in the site vicinity is described below: · The intersection of Chinden Road and Black Cat Road is currently two-way STOP controlled with traffic on Black Cat stopping for traffic on Chinden Road~ There is a left turn bay for both eastbound and westbound traffic on Chinden Road STUDY PERIOD The build out year for this study will be 2011. This date was selected to allow for project approval, engineering, construction, and full development of the site. Only the weekday p~m. peak hour period was analyzed for site impacts as this is typically the highest traffic generation period for residential development Typically the p~m~ peak hour on urban streets occurs between 4:00 p~m. and 6:00 p.m~ PROJECTED TRAFFIC Trip Generation Site traffic generation is normally estimated by procedures recommended in the latest edition of the Trip Generation Manual (7th Ed) published by the Institute of Transportation Engineers (ITE), in the absence of site-specific data~ Trip rates estimated in the manual are based on actual driveway traffic measurements performed on different land uses nationwide, particularly in metropolitan areas~ ifIJry.tii"~!(!~lt~~IE~IIgl~I.~~l. I~~~~r-A' 146 The site trip generation is obtained by applying the trip rates from the Trip Generation Manual to each of the uses of the site development Table 1 represents the summary of the site trip generation used in this report Number of Lots rip Generation Rate 24-hr daily rate pm peak hour rate eta) Trips Generated 24-hr daily rate m ak hour rate 9.57 1~01 1 ,397 147 1,397 147 The proposed development is projected to generate an average daily traffic (ADT) of 1,397 vehicles, of which the p~m~ peak hour traffic (PHT) is 147 vehicles per hour. G Washington Group International Integrated Engineering, Constructlon~ and Management Solutions 6 Trilogy FINAL TIS -ss t I +,~~.~~~3 ~95~ +. t ,. 6 .. N N --N US HI HWAY 20 / 26 a <( 0 a:: Cl I- <( 0 <:{ 0::: U ~ lJJ U -I <( ......... --1 ~ co z W f- 1 LEGEND 123 = PM PEAK HOUR J/Trafflc/CMG DOlron/Trrlooy G Washington Group International Integrated Engineering, Constructianl and Management SoluUons I. N~ T . s. Figure 3 Existing Traffic Counts CMG: Trilogy Subdivision JANUARY 20116 Trip Distribution Once the generated trips are estimated, they are distributed to geographic origins or destinations and assigned to particular segments of the encompassed transportation network~ The trip distribution along the roadway network and turning movement percentages were based on existing traffic movement data and likely work trip routes~ Traffic generated from the site was distributed 35% to the north and 65 % to the south along Black Cat Road. The distribution of the site traffic along the roadway network is given in Figure 4 in the form of percentages of total generated traffic for the site. Figure 5 depicts the forecast traffic volumes on the internal streets. Figure 6 presents the forecast site traffic on the external network. Background Traffic Background (No-Build) traffic volumes for the year 2011 were estimated by applying a growth rate to the existing traffic volumes~ An annual growth rate of 5% was used for purposes of the background traffic analysis. Build-Out Traffic The site traffic is added to the background traffic to obtain the total build out traffic for the year 2011 ~ The 2011 Build Out traffic volumes are shown in Figure 7 " Washington Group International rntegrated Engineering, Construction, and Management sorutions 8 Trilogy ANAL TIS ?fi ~ t 12% 11( ~22% US HI HWAY 20 / 26 ~ ?fi ~ a <{ o a: t- < U ~ U <t ......J co EI N. T .5. JANUARY 2006 Figure 4 Site Traffic Distribution CMG: Trilogy Subdivision AUI rLEa JIT roHlc/Ct.lG DeslQr'llT rhooy % G Washington Group International ~ntegrated Engineering, Constructron~ and Management SoJutrOtlS US HIGHWA Y 20 / 26 a <:( o c:: I-- <t U ~ U <t --1 co . ..~ LEGEND 14561 = DAILY TRAFFIC SCALE. N. T ..S. Figure 5 Internal Site Traffic CMG: Trilogy Subdivision lEI JANUARY 2"06 ~LEt J/TrD1fJc/CUG DssT ITI"'UO "washington Group International Integrated Engfnee.rrng, Construet1on_ and Management Solutions ~ LEGEND J23 = PM PEAK HOUR 14561:: DAILY TRAFFIC SCALfs N. T . s. lE, J.l.MJARY 2ee& ILEI o o ] J 1.O_~ 20 / 26 sl"l IV') ~~t 19 t ,. .. 35 C1 <;( o a:: ~ <t U ~ U <( ...J lD 6)6) 1.O McMILLAN ROAD ------- "' J/T r 81 fT efC I.IG Des r ontI r Uooy "WaShington Group International Integrated Engi n eeri ng Constructio n fan d Manage ment Sol uti ons Figure 6 Site Traffic Distribution CMG: Trilogy Subdivision "--.J --5) 20 / 26 CSlrr> r- fY"') ~~t 19 t ~. 35 Q <( o a:: J0- e::( U ~ U <t --I CO U151 V(D McMILLAN ROAD LEGEND 123 = PM PEAK HOUR /4561 ;:: DAILY TRAFFIC -------- "' SC.Il E. N.. T . S. Figure 7 Build Out: Peak Hour Traffic CMG: Trilogy Subdivision AUt JANUARY 2e06 J/Traffrc/CUG Des'cn/T.-nooy G Washington Group International ~ntegrated Englneerin& Construction. and Management Solutions JlEt TRAFFIC ANAL VSIS Capacity Analysis and Level-af-Service Capacity analysis was performed using the latest edition of Highway Capacity Software (ReS 4.1e) based on the 2000 edition of the Highway Capacity Manual.. Intersection capacity analysis for the existing, 2011 background, and 2011 build out conditions were performed. The results of the intersection capacity analysis are summarized in Table 2. Black Cat I Ch inden Blvd Black Cat I Chjnden Blvd (improved) Black Cat Approac h 1~~~~!~~~~6i~~~!;' ~i;;;:;~6~:j~~:~'; 2-way stop D 26.8 2-way stop 2-way stop LOS for Btack Cat I Chinden intersection is for the northbound traffic on Black Cat Road The intersection of Black Cat Road and Chinden Road is currently two-way STOP controlled with traffic on Black Cat Road stopping for traffic on Chinden Road~ All legs of the intersection are single lane. There are separate left turn bays at the intersection for traffic traveling eastbound and westbound on Chinden Road~ For the existing condition, the intersection is operating at LOS D.. For the 2011 Background condition, the intersection is forecast to operate at LOS F~ For the 2011 Build Out condition, -the intersection is forecast to operate at LOS F. Improvements to the intersection are needed to accommodate the Build Out traffic volumes.. Various geometric improvements were analyzed. The approach with the lowest level of service was the northbound approach. The improvement chosen was an added separate northbound left turn bay for this approach. The existing two-way STOP control was kept in place. For the 2011 Build Out condition with the capacity improvement, the intersection is forecast to operate at LOS F, but with a reduced delay.. The site traffic is approximately 3% of the p.m~ peak hour Build Out volume~ The addition of the northbound left turn bay is an offsite improvement. The site approach to Black Cat Road is forecast to operate under capacity at LOS A for the Build Out condition. A separate southbound left turn bay and a northbound right turn-bay are warranted. Roadway Capacity The capacity thresholds determined by CO?vIPASS for the vicinity roadways are as follows: . A 2-lane arterial road is 15,500 vehicles per day at LOS E (principal Arterial); . A 2-1ane arterial road is 14,000 vehicles per day at LOS D (Minor Arterial).. . A 2-lane collector road .is 8,500 vehicles per day at LOS C Table 3 summarizes the future traffic projections and capacity thresholds on roadways within the vicinity of the site" ITD is currently performing a corridor study for Chinden Road in the area of Black Cat Road~ It is anticipated that Chinden Road will be widened to five Janes because the 2030 COMPASS Model exceeds ~ 13 ~ Washington Group International Trilogy ANAL TIS Integrated Engineering, Construction. and Management Solutions the COMPASS Threshold volumes for a two lane Chinden Road~ The increased COMPASS threshold for a widened Chinden Road is used in Table 3.. Based on the Build-Out traffic forecasts for the roadway network, all roadways are under the COMPASS planning threshold. The site traffic is approximately 3% of the Build Out volumes. Table.',. 3.:::.. Exi sting. and..: Fi.1ture::.Traffic; Projectlbn!l"~ on....ViciriitY:. Roadways\~+d~)::X~.+{i}};:/~;"::.::~/:)/~:...U.':<i.';.:'~.:.;);>~:,;:<~::.:..:f.>:.<:..r?.:~:>:.:..:.~.\:):.\..i~:,;::I.:;::.>:.>..::;".'~J:::/;:>:.>:'-:..:..:(::.~y:.'.:.:.'. Daily Count ACHD 2011 Background Site Traffic 2011 Build 2030 COMPASS Roadway Location COMPASS Year Counts Volume'" Volume Out Vo[ume Model Th reshoJd Ch inden Blvd E. of Black Cat 2004 14.316 20,144 307 20t480 211400 37~OOO Chinden Blvd w. of Brack Cat 2004 13t569 19 093 168 19$270 24 100 37.000 Black Cat Road N. of Chinden 2002 63 98 14 120 - 8,500 Black Cat Road s. of Chinden 2004 1,478 2.080 908 2,990 51650 14tOOO * Assumes 50/0 growth rate per year Site Access and Circulation All internal streets planned for front-on housing were reviewed and the majority of lots will have projected daily traffic volumes of 1,000 vpd or less.. The following lots have projected daily traffic volumes in excess of 1,000 vpd: Lots 1~10 of Block 9. The Black Cat Road site approach (Ramblin Court) was reviewed for left and right turn-bay treatments based on locally accepted guidelines. It was determined that this approach warrants a separate left tum- bay on Black Cat Road. It was also determined that this approach warrants a separate right turn-bay on Black Cat Road~ The proposed development is planned for 146 residential lots. Under Ada County guidelines, growth should be limited to 100 lots until an additional site approach is constructed.. All internal street widths were analyzed for parking allowance~ and it was found that streets E & F and the turn-around at street I are only planned for a 24 ft width.. No on street parking is allowed on streets less than 28 ft wide~ Also, no on street parking should be allowed for the turn-arounds on each end of street c. ACHD policy requires that locaVresidential collector intersections be offset at a distance of 150 ft minimum. The distance between centerline of street E & F is only 141 ft~ The distance between centerline of street A & F is only 110 ft The distance between centerline of street G & H is 141 ft. Appropriate adjustment should be made to meet ACHD policy. Associated Impact Fees 146 The Trilogy subdivision is expected to contain 146 detached, single-family residential un its. As a resu It of this proposed development, the developer will incur an impact fee cost of approximately $221,482 based on current ACHD guidelines (Ordinance 200)~ Estimation of Impact Fees Amount Based Upon Ordinance 200 " Washington Group International Integrated Engineering, Constructiont and Management Solutions 14 Trilogy ANAL TIS CONCLUSIONS The proposed Trilogy subdivision is a residential development on a 28-acre site south of Chinden Road and east of Black Cat Road near Meridian, Idaho~ The project is expected to contain 146 detached single- family residential units~ The following are the principle conclusions of the analysis for the Trilogy Development: · The proposed development is projected to generate an average daily traffic (ADT) of 1,397 vehicles of which the p~m~ peak hour traffic is 147 vehicles per hour. · As a result of the site build-out, traffic on the vicinity roadways is expected to increase~ Traffic on Chinden Road may increase by 310 vehicles per day (vpd) to the east of the site and by 170 vpd to the west of the site. Traffic on Black Cat Road may increase by 20 vpd to the north of the site and by 910 vpd to the south of the site. · The intersection of Black Cat Road and Chinden Road is currently two--way STOP controlled with traffic on Black Cat Road stopping for traffic on Chinden Road. For the existing condition, the lowest level of service for the intersection is LOS 0, which relates to the northbound approach. For the 2011 Background condition, the intersection is predicted to operate at LOS F, which also relates to the northbound approach. For the 2011 Build Out condition, the intersection is forecast to operate at LOS F. Improvements to the intersection are needed to accommodate the Build Out traffic volumes. Retaining the existing two-way STOP control and adding a separate northbound left turn bay was the selected intersection improvement With the improvement, the Black Cat Road and Chinden Road intersection is forecast to operate at LOS E for the 2011 Background condition and LOS F for the 2011 Build Out condition, but with reduced delays for both conditions. · It is assumed that a temporary 26 ft wide paved approach to the site will be constructed off of Black Cat Road via Ramblin Court~ This site approach on Black Cat Road is forecast to operate at a LOS A for Build Out conditions. Based on local guidelines, a separate left turn bay and right turn lane & taper are warranted. · Based on the Build-Out traffic forecasts for the roadway network, only Black Cat Road will be under the COMPASS planning threshold~ Roadway capacity improvements to Chinden Road east and west of Black Cat Road are necessary to accommodate the Build Out volumes, with respect to the COMPASS planning threshold. ITD is currently perlorming a corridor study for Chinden Road in this area~ · All internal streets with front-on-housing have projected ADT volumes less than 1,000 vehicles witht the following exception: Lots 1-10 of Block 9 have projected ADT volumes greater than 1,000 vehicles. · No on street parking should be allowed for internal streets with a width less than 28 ft This applies to streets E & F and the turn-around at street I It also applies to the tum-arounds on each end of street C. · There are various intersection offsets that are less than 150 ft ACHD policy requires that the offset of locaUresidential collector intersections be greater than 150 ft · The proposed development is planned for 146 residential lots. Under Ada County guidelines, growth should be limited to .100 lots until an additional site approach is constructed. · The project site will generate impact fee revenues of approximately $ 221,482 (Ordinance 200). "WaShington Group International Integrated Engineering, Constructfon, and Management Solutions 15 Trilogy ANAL TIS Following are improvements needed to accommodate the traffic volumes generated by the Trilogy development: · A separate northbound left turn-bay at the Black Cat I Chinden Road intersection should be constructed to accommodate the 2011 Build Out conditions~ The existing two-way STOP control may remain in place. The addition of the northbound left turn bay is an offsite improvement · For the Ramblin Courtsite approach on B lack Cat Road, a southbound left turn-bay and a northbound right turn lane and taper are warranted on Black Cat Road for vehicles entering the site. " Washington Group International Integrated Engi nearing, Constructiont and Management Solutions 16 Trilogy ANAL TIS REFERENCES HTrip Generation 7th Edition," by Institute of Transportation Engineers, Washington D.C., 2003. "Highway Capacity Manual 2000,'~ Transportation Research Board, Washington D.C. ttDevelopment Policy Manual,u Ada County Highway District, July 1994. Traffic Counts from ACHD website~ COMPASS 2030 model " Washington Group International Integrated Engineering, Construction. and Management Solutions 17 Trilogy FINAL TIS APPENDIX "WaShington Group International rntegrated Engineeringt Constructiont and Management Solutions 18 Trilogy ANAL TIS ~,~ ~ ~ ~ ~ ~ i i i i; ~ ~ ";~lli: A~ i ~ " ;=! , ~ ' s ~ i ~ ~ ~ ! :~: ~ ~ nidi! i~~ l); ; ~ ~ i ~ ~~ ~ ~ ~ 1 ::;i!;;~~ h~~~ ~;~~~~ ~! i~ it: ~ ~~~;!l .;i :~~~~~~~~~ ~! : I g i i : i · ~: :1':: ~ !~;~i fL!~; ~! A~! ~~; i !~i!i: ~!: i~~~~i~i~~ ~ [ J J j ~ II ~! I~ I ~I;~~ ~!~~. ~ i :~S= '1:'11 . ~! ~i ~innd ~i;ljl~ !:nj........ ~: :i:h H~~! ~i ~i [ L 06.IUU '.It 'Z~ 9Z00s Q., ! ~ ..., .... rl "k Q". t q 14.1 1 .. ~...., f ~&_ ~~:-~__ ~ I ! t~! J..sfC:="'t.:4~ ,-.t7~:,. 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I~ .: . ~L.I ' , ... . l . . , +-.. _.~. ,- ) 'g jf I ... ~~ 1 ~! ~ ~ .} "'.5t:A .2{~ :::.: ~ ,W ~~ I en. .... i + ~ r. z o ~ U) u~ :j> ~ l--t ~O tiJQ:1 2~ ~~ QU) Gi~ ;;;0 [jO ....J ~ 0:: ~ ---.::::: ~~ h::~ o ~ ~::=i E;::c.ri ~ I:- :- 3!::t.::l ~~~ E;; ~;: - ~. QN ~~ ~G Q~ +.:Jtr.: G~ ::l::O c:..:-z -0:;..... =0 ~:::: ~s t-: ~?-= Q~ ~R - ....... 7\l-~,..Ii l ~~~ '~f"I",. ~ . ~ ...,~ l 'i_~"'.3J' ..'~ ~ ~ , ~.j;;...~:;,! .;0:(1- ~".1o .~-.l'S~$ , ;~.('.,l: . ~ ~:~, Two-Way Stop Control Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information ~naJyst E. Medina I nte rsecti on Black Cat Rd. / Chinden ~gency/Co. Washington Group Int Blvd J u risd ictio n lACHD Date Performed 1/20/2006 ^nalysis Year 2005 Existing ~naJysis Time Period PM Peak Hour Pro j ect Descriptio n Trilogy Residential Subdivision EasUWest Street: Chinden Blvd North/South Street: Black Cat Rd. Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 0 495 6 49 783 1 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate 0 538 6 53 851 1 :(veh/h) Proportion of heavy 2 2 vehicles, PHV -- -... -- -- Median type Undivided RT Channelized? 0 0 Lanes 1 1 0 1 .1 ,. 0 Confi 9 u rati on L TR L TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L .T R Volume (veh/h) . 12 1 22 0 0 1 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate 13 1 23 0 0 1 (veh/h) Proportion of heavy 0 0 0 0 0 0 ~ehicles, PHV Percent grade (0/0) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 1 0 0 1 0 Config uration LTR LTR Control Delay, Queue Length, Level of Service lApproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR VolumeJ v (vph) 0 53 37 1 Capacity, em (vph) 787 1025 202 362 ~ Ie ratio 0.00 0.05 0.18 0.00 Queue length (950/0) 0.00 Ow 16 0.65 0.01 fi le:/ Ie: \Documents %20and % 20Setti ngs\medieOO 1 \Local % 20Setti ngs\ Temp\u2k6A. tmp 1/23/2006 Two-Way Stop Control Page 2 of 2 9.6 A 8.7 A 26~8 D 15.0 B HCS2000™ Copyright @ 2003 U ni versity of Florida~ AU Rights Reserved Version 4. I d fi le:IIC: \Documents% 20and% 20Settings\medieOO 1 \Local % 20Setti ngs\ T emp\u2k6A. tmp 1/23/2006 Two-Way Stop Control Page 1 of 2 TWO*-W A Y STOP CONTROL SUMMARY General Information Site Information J\n a Iyst E~ Medina Intersection Black Cat Rd. / Chinden ~gency/Co. Washington Group Int Blvd J u risdicti 0 n ACHD Date Performed 1/20/2006 ^,nafys is Year 2011 Background ~narysis Time Period PM Peak Hour Proj ect Descri pti 0 n Trilogy Residential Subdivision EastJWest Street: Chinden Blvd North/South Street Black Cat Rd. Intersection Orientatjon: East-West 81 udy Pe riod (h rs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 0 632 8 63 999 1 Peak-hour factor, PHF 0.92 O~92 0.92 O~92 0.92 0.92 Hourly Flow Rate 0 686 8 68 1085 1 [(veh/h) Proportion of heavy 2 2 vehicles, P HV -- -- -- -- Median type Undivided RT Channelized? 0 0 Lanes 1 1 0 1 1 0 Confi 9 u rati on L TR L TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 1.1 12 L T R L .T R ~ofume (veh/h) 15 1 28 0 0 1 Peak-hour factor, PHF 0~92 0.92 0..92 0.92 0.92 0.92 Hourly Flow Rate 16 1 30 0 0 1 'veh/h) Proportion of heavy 0 0 0 0 0 0 vehicles, PHV Percent grade (0/0) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Control Delay, Queue Length, Level of Service ~pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR Volume, v (vph) 0 68 47 1 Capacity, em (vph) 642 901 115 265 v Ie ratio 0.00 O~OB 0.41 O~OO Queue length (950/0) 0.00 0.24 1.72 0.01 fi le:/ Ie: \Documen ts % 20and % 20Settings\medieOO 1 \Local % 20Settings\Temp\u2k73. tmp 1/23/2006 Two- W ay Stop Control HCS2000™ 10.6 B 9.3 A 56.4 F Copyright @ :2003 University of Florida. AJ] Rights Reserved file :/IC: \Documents %20and % 20Settings \medieOO 1 \Local % 20Settings\ T emp\u2k73. tmp Page 2 of2 18.6 C Version 4. I d 1/23/2006 Two-Way Stop Control Page 1 of 2 TWQ-W A Y STOP CONTROL SUMMARY General Information Site Information Analyst E~ Medina I nte rsection Bla.ck Cat Rd~ / Chinden Agency/Co. Washington Group Int.. Blvd J u risd icti on lACHD Date Perlormed 1/20/2006 Analysis Year 12011 Buildout Analvsis Time Period PM Peak Hour Project Description Tri/o.ClV Residential Subdivision East/West Street: Chinden Blvd North/South Street: Black Cat Rd" Intersection Orientation: East-West IStudv Pe riod (h rs): 0.25 Wehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 0 632 19 84 999 1 Peak..hour factor, PHF 0.92 0.92 0.92 0.92 0>>92 Ow 92 Hourly Flow Rate 0 686 20 91 1085 1 I(vehlh ) Proportion of heavy 2 2 ~ehicles, P HV -- ...... -- -- Median type Undivided RT Channelized? 0 0 Lanes 1 1 0 - 1 1 0 Configu rati on L TR L TR Upstream SiQnal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 21 2 40 0 1 1 Peak..hour factor, PHF 0,,92 O~92 0.92 0,,92 0.92 0.92 Hourly Flow Rate 22 2 43 0 1 1 (veh/h) Proportion of heavy 0 0 0 0 0 0 vehicles, PHV Percent grade (0/0) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 1 0 0 1 0 Config u ration LTR LTR Control Delay, Queue Lenath. Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR lVolumeJ v (vph) 0 91 67 2 Capacity, em (vph) 642 892 106 94 ~/c ratio 0,,00 0.10 0.63 0.02 Queue length (950/0) 0.00 0.34 3.14 O~O6 fi 1 p ./Ir. \ nnr'-111"l'1pn tc! ~ i') n ~'" rl Ol-.. "')11 ~ .o.tt~.., ~C1 \ m o.r1; o{)(\ 1 \ T __.... 101_" n "_4-4--': _ _,.. \ ry'l_~ _ \ ~ ~ rt 1_'""7 f .L _ _ _ _ .. Irt." I,..,., r\. f"\. ,. Two-Way Stop Control HCS2000™ 10.6 B 9~5 A 84,,7 F 44,,1 E Copyright @ 2003 University of Floridat All Rights Reserved +~ 1 ,..., ~ 11'-'. \ T"'\ _ .....n--. ...._...."'" (]fJl{'\.... _ .J 171_ ,.., f'\ C' _4...: _ __ \ ~ _ ...J: _'"'A 1 \ T _ _ _ 1 fT1 I""tI ACt _.1-.4-.'= _ _ _ \ JTt _ __ _ __ \ n ....U _""".r' Lu__ Page 2 of2 Version 4.1d .. 11"\.... /"" n. ^ r Two-Way Stop Control Page 1 of 2 TWO..WAY STOP CONTROL SUMMARY General Information Site Information I nte rsectj on Black Cat Rd~ / Chinden Anafyst E~ Medina Blvd J u risd icti 0 n ACHD ~gency/Co. Washington Group Int 2011 Background Date Performed 1/20/2006 Analysis Year : (Impro ve d) Analysts Time Period PM Peak Hour Trilogy Residential Project I D Subdivision EastIWest Street: Chinden Blvd North/South Street: Black Cat Rd~ I nte rs ecU 0 n Orientation: East-West Study Period (hrs): O~25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 632 8 63 999 1 Peak-Hour Factor, PHF 0.92 O~92 O~92 Ow 92 0.92 O~92 Hourty Flow Rate, HFR 0 686 8 68 1085 1 Percent Heavy Vehicles 2 -- -- 2 ...- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 1 1 0 Config u ration L TR L "TR Upstream Signal 0 0 Minor Street Northbound Southbound . , Movement .7 8 9 10 1-1 12 L T R L ..T R Volume 15 1 28 0 0,: 1 Peak-Hour FactorJ PH F 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 16 1 30 0 0 1 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (0/0) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 1 0 0 1 0 Config u ration L TR LTR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L L TR LTR ~ (vph) 0 68 16 31 1 C (m) (vph) 642 901 49 376 265 ~/c 0.00 0.08 0.33 O~O8 O~OO 95010 queue length 0.00 0.24 1.14 0.27 0.01 Control Delay 10~6 9.3 110~7 15.4 18~6 LOS B A F C C Approach Delay -- ....... 47~9 18~6 fi Ie ://C: \Documen ts % 20and%20Setti ngs\medieOO 1 \Local % 20Settings\ Temp\u2k 149 ~ tmp 1/25/2006 Two-Way Stop Control J,A,eproach LOS HCS2000™ E Page 2 of 2 c Version 4.1 Copyright <9 2000 University of Floridat All Rights Reserved fi le://C: \Documen ts %20and%20Setti ngs\medieOO 1 \Local % 20Setti ngs\ Temp\u2k 149. tmp 1/25/2006 Two-Way Stop Control Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information I nte rsecti on Black Cat Rd. / Chinden ~na]yst E. Medina Blvd ~gency/Co. Washington Group Int. U u risdiction IACHD Date Performed 1/20/2006 lAnalys is Yea r 2011 Buildout (Improved) !Ana~ysis Time Period PM Peak Hour Proj ect f D Trilogy Residential Subdivision East/West Street: Chinden Blvd No rth/S 0 uth Street: Black Cat Rd. I nte rsection 0 rientati on: East-West Study Period (hrs): O~25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 632 19 84 999 1 Peak-Hour Factor, PHF 0,,92 0.92 O~92 O~92 0.92 O~92 Hourly Flow Rate, HFR 0 686 20 91 1085 1 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 1 1 0 Confi 9 u ra ticn L TR L .. , TR . . Upstream Signal 0 o f~... , .. Minor Street Northbound Southbound Movement 7 8 9 10 1"l . . 12 L T R L T R Volume 21 2 40 0 1/ / 1 Peak...Hour Factor, PH F O~92 0..92 0,,92 0.92 0.92 . , ' 0.92 Hourly Flow Rate, HFR 22 2 43 0 1 1 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (0/0) 0 ! 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 1 0 0 1 0 Configuration L TR LTR Delay, Queue Length and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L L TR LTR v (vph) 0 91 22 45 2 C (m) (vph) 642 892 44 342 94 vie 0.00 O~ 10 O~50 0.13 0.02 950/0 queue length o~oo 0.34 1,,81 0.45 0.06 Control Defay 10~6 9~5 150~ 6 17.1 44~ 1 LOS B A F C E Approach Delay -- -- 60~9 44~ 1 ~pproach LOS -- -... F E fi le:1 Ie: \Documents % 20and%20Setti ngs\medieOO 1 \Local %20Settings\Temp\u2k 145.. tmo 1/25/2006 Two-Way Stop Control Page 1 of 2 TWO~WAY STOP CONTROL SUMMARY General Information Site Information Analyst E. Medina Intersection Site Approach / Black Cat Rd. Agency/Co. Wasington Group Int Juri sdicti 0 n ACHD Date Performed 1/20/2006 Analysis Year 2011 Buidout Analysis Time Period PM Peak Hour Project Description Trilogy Residental Subdivision East/West Street: Site Approach N orth/So uth Street: Black Cat Road Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 45 60 33 70 0 Peak..Hour Factor, PHF O~92 0.92 0.92 0.92 0..92 0.92 Hourly FJow Rate, HFR 0 48 65 35 76 0 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 35. 0 19 0 0 0 Peak-Hour Factor, PHF 0.92 0.92 O~92 0.92 0.92 .0.92 Hourly F'ow RateJ HFR 38 0 20 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Cenf;g u rati on LR Delay~ Queue Length and Level of Service Approach NB 5B Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (vph) 35 58 C (m) (vph) 1476 817 !VIe 0.02 0.07 95% queue length 0*07 0.23 Control Delay 7.5 9.7 LOS A A Approach Delay ..... -- 9.7 Approach LOS -- ...... A Rights Reserved fi Ie ://C: \Documen ts %20and % 20Setti ngs\medieOO 1 \Local %20Setti ngs\ Temp\u2k6D. tmp 1/23/2006 US 20/2 13000 22400 24200 23400 12700 22100 24000 ~21400 23000 ~ 11 t: ~ -0 0:: a:: 100 0 't) ~ 00 0 a:: ~o 0 u~ r- ~o 8 L(} ~~ ~ .- 8 ~ cc ~v.t <l>C") M m c 'I""""" 0 ~ 0 :2 0 McMillan Rd. McMillan 4800 0 8 5900 8200 N ~ co 4700 5900 8400 ....Jo. -..10 Rd ~ ~ 8 8 0 a ~ &l ('f') ('\J -0 cr 8 o 10 co gu WARRANTS FOR RIGHT-TURN TREATMENTS (45-50 mph) Q) 25 E ::J a > 20 E :J f- 1: 15 Cl a: ~ 10 :J: ~ m; cf 5 18 ~ 16 :J '0 14 > E 12 ::J ~ 10 ..c Q) a: 8 ... 5 6 :c ~ 4 - tU a. 2 ~ w _. . o r o Figure'11 Right..Turn Treatments (4/5 lanes) . Posted Speed 45-50 mph 30 ' o o 5000 10000 15000 20000 25000 30000 35000 Projected Volume on Major Street Right Turn Treatments (2/3 lanes) Posted Speed 45-50 mph I J' \. '~~, ..' J: ~ }~., ~ " : -:~ · J'. , ~} ~~. >,;, ~., < , .. < . 5000 10000 15000 20000 25000 30000 35000 Projected Volume on Major Street - Radius --- Taper ---- Turn Lane - Radius --- Taper ....... Turn Lane 72-F11 (3) Transportation Resources at Community Planning Association, Meridian, Idaho Page 1 of 2 At.c 0 MP ASS ,-,,-rf. COMMUNITY PLANNING ASSOCIATION -.r- of Southwest Idaho COMPASSHO!dB Capacity Guidelines The Ada County Roadway Capacity Guidelines for Planning Applications is a general planning guidance for policymakers of roadway thresholds using Annual Average Daily Traffic (AADT). These thresholds (rounded to the nearest SOQ) were endorsed by the Commun[ty Planning Association Board on February 24, 1997. Ada County Planning Thresholds FACILITY TYPE # LANES LOS 'e' LOS'D' LOS 'E' FREEWAYS 4 60,000 6 90,000 REMARKS 70,000 82,000 peak hour=10O/o @ LOS 'E'; 11 % @ LOS 'CID~ peak hour=10O/o @ LOS 128,000 'E'; 11 % @ LOS 'C/D' 110,000 MUL TI.-LANE RURAUSUBURBAN (Limited Access Highway) uncontrolled 4 60,000 70,000 80,000 intersections 4 30,000 35,000 40,000 ~~~::~e~~:::l at uncon trolled 6 90,000 110,000 120,000 intersections TWO-LANE RURAL HIGHWAYS 2 9,000 2 8,000 2 5,000 URBAN/SUBURBAN COLLECTORS Central Business District (Downtown Area) 2 6,500 2 7,SOO 3 7,500 3 9,000 4 15,000 5 17,500 2 8,000 2 9,500 3 12,000 3 1.4,000 http://www.compassidaho~org!trans/capguide.htm 14,500 l2,000 8,500 23,000 level terrain 21,000 rolling terrain 18,000 mountainous terrain 7,000 8,000 \v ith par king 8,500 9,500 \of j tho II t pa rking 8,500 9,500 \vith parking 10,000 11,000 no i thou t pa rki ng 17,000 18,500 without parking 20,000 22,000 \vithout parking 9,000 10,000 one-\vay \vith parking 10,500 11,500 one-\vay,vithout parking 13,500 15,000 o ne- \vay \vi th parking 15,500 17,500 one..\\.ray vrithout 1/19/2006 Transportation Resources at Community Planning Association, Meridian, Idaho Non..Business District (SuburbanlUrban Area) 2 8,500 3 10,000 4 16,500 5 19,500 URBAN/SUBURBAN ARTERIALS Central Business District (Downtown Area) 2 9,500 2 11,000 3 11,500 3 13,500 4 22,500 5 26,500 2 12,000 2 14,000 3 21.tOOO 4 28,000 5 35,000 parking 9,S 00 11,000 18,500 22,000 10,500 12,500 20,500 24,500 10)500 12,000 \vith parki ng 12,500 14,000 \vithout parking 12,500 14,000 with parking 15,000 16,500 ,vithout parking 25,000 28,000 \lrithou t par king 30,000 33,000 without parking 13,500 15,000 one-\V3Jl with parking 15,500 17,500 one- ,yay \vithout pal~ king 23,500 26,000 one-way without parki ng 31,500 35,000 one-way \\'ithout parking 39,500 43,500 one-\\'ay \vithout par king .NODMBusiness District (Suburban/llrban Area) 2 12,500 14,000 15,500 3 15,000 17,000 18,500 4 25,000 28,000 31,000 5 30,,000 33,000 37,000 6 34,000 38,000 42,000 7 40,000 45,000 50,000 These thresholds \.vere developed by C01vLP ASS' Transportation Model Advisorv Committee (TNIAC). Community Planning Association of Southwest Idaho 800 S. Industry Way, Suite 100 Meridian, Idaho 83642 (208) 855..2558 (voice); (208) 855-2559 (fax) http://www~compassidaho~org!trans/capguide.htm Page 20f2 1/19/2006 ( " ( OJ ...., ru C) ..c f.O o o ...... o ~ ,.. N C\I ~ ~S ~ -r (t. \4..... 0 (s ~ Su 'P:,. ~ \, e:. G,.e.N ~ 0\ :=. .Pe~ lL P 1'1\ = s\\~ D l~"" ~ 1/~9"7 \4; C J l.flf 1,Q1 S. ) So~ ~ I(" SO ~.I. A~ "pEA-\!- ~ ~;)S" <, PM feA it.. lJ,; 'It -4 ?7' l!.. ~ ..<1>..,* , 0 0 _lJ-~- ~- :1 ~ ~ ~ tt: = ~.:..." ~~, : 1 T 1 f r "1 \'1. , 1'2. vJ Ee 1,.J~ E s T u{l. fo.t MoU f N\ t Nl ~ ~t ~ 1 --) r ..J-;. 4:'<:11 79 Z ::~:::~~L:-- ~ - --~- :__u 'Y ~D 8 '\ ~--7 "1 . 0\ _ t. / \ ;?Q v ) ~, \ ..J~,-l L-- 9 -lIJ '3510 '3 -~._, ,-::\ r~-,tf \ -<j;---- .... - I. r T ~~ ---........... N " fL., t-t- 0 oF t;.. 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(", C ( ~ " ' ,^~_(f'I\~ ::\\ ~vl ~lJJJ -.~:;' t~~ "0 i" ;, \ -kl.. 1 l ,\ \ t{\ \\~V ./ STREET LOCATION I COMMENl CITY DATE COUNT DIRECTION AM PEAK PM PEAK BITTERBRUSH DR S/O BRIARHILL DR 80lSE 10/22/200: 157 NB 6 3 CLASS I FICA Tl ON Tuesday SB 12 BITTEROOT DR N/O MCMULLEN ST 05/29/96 463 NB 10 24 CLASS I FICA TI 0 N Wednesday SB 15 18 BLACK CAT RD S/G AMITY RD ADA COUNTY 4/24/02 901 NB 50 26 APPROACH & TOTAL W ednesda y SB 39 72 N/O CHINDEN BLVD 6/20/2002 @ NB APPROACH & TOTAL Thursday SB SIO CHINDEN BLVD 9/30/04 @ NB 72 48 APPROACH & TOTAL Thursday SB 39 76 S/O COLUMBIA RD 4/16/03 764 NB 36 ]9 CLASS IFf C A TI ON Wednesday SB 10 44 N/O COLUMBIA ROAD 3/14/02 473 NB 47 13 APPROACH & TOTAL Thursday SB 14 38 N/Q DEER FLAT RD 6/22/04 1,926 NB 74 78 APPROACH & TOTAL Tuesda y sa 36 112 SIO FRANKLIN RD 4/28/04 2t672 NB 191 ]26 APPROACH & TOTAL Wednesday SB 86 J56 N/Q GREENHURST RD 8/19/99 736 NB ITD COUNT Thursday SB N/O KUNA RD 4/21/04 2,000 NB 69 7J APPROACH & TOTAL Wednesday sa 64 84 S/O KUNA RD 3/20/02 385 NB 24 16 APPROACH & TOTAL Wednesday SB 8 20 S10 KUNA RD 8/11/04 395 NB 8 9 APPROACH & TOTAL Wednesday S8 3 22 N/O LAMONT ST 6/22/04 2,560 NB 73 85 APPROACH & TOTAL Tuesday S8 ]35 172 N/O USTICK RD 7/28/04 1,889 NB 112 62 APPROACH & TOTAL Wednesday sa 44 ] 14 N/Q VICTORY RD 4/22/03 1,979 NB 179 61 APPROACH & TOTAL Tuesday S8 60 132 SID VICTORY RD 4/22/03 C459 NB 141 45 APPROACH & TOTAL Tuesda y S8 48 ]01 S/O WARREN SPUR RD 6/26/2002 4 NB APPROACH & TOTAL Wednesday SB N/O CHERRY LN MERIDIAN 4/21/04 4,657 NB 124 263 APPROACH & TOTAL Wednesday S8 266 207 S/O CHERRY LN 4/28/04 3,792 NB 109 174 APPROACH & TOTAL Wednesday 5B 293 ] 9 J BLACKS CREEK RD E/O 1-84 ADA COUNTY 1 ] /2/04 260 EB ITD COUNT Tuesda y WB BLOOM ST W/O COLLISTER DR BO ISE 5/25/04 C729 EB ]09 70 APPROACH & TOTAL Tu esday WB 45 114 06-Jul-05 Counts compiled by ACHD from traffic data collected by ACHD and lTD. 19 o.f 108 AM Peak is 7 :00 - 8:00 and PM Peak is 5 :00 .6:00. STREET LOCATION I COMMEN1 ClTY DATE COUNT DIRECTION AM PEAK PM PEAK CHERRY LN W/O BLACK CAT RD ADA COUNTY 6/25/03 6, I 10 EB 252 289 APPROACH & TOTAL Wednesday WB 206 345 W/O BLACKCAT RD 4/28/04 6~ 873 EB 369 316 APPROACH & TOTAL Wednesday WB 287 427 EtO VISTA A VE BOISE 08/1 6/94 406 APPROACH & TOTAL Tuesday W/O VISTA AVE 12/10/03 2~O38 EB 67 68 APPROACH & TOTAL Wednesday WB 23 130 E/D BLACK CAT RD MERIDIAN 4/28/04 9,937 EB 548 451 APPROACH & TOTAL Wednesday WB 351 607 EtO LINDER RD 5/5104 23 t076 EB 1,135 771 APPROACH & TOTAL Wednesday WB 445 I t202 WIO LINDER RD 515/04 19,162 EB 957 693 APPROACH & TOTAL Wednesday WB 350 1,057 W/O MERIDIAN RD ] 0/29/03 24}528 EB 1,1]8 902 APPROACH & TOTAL Wednesday WB 432 ] ,353 E/O TEN MILE RD 515/04 15,719 EB 704 611 APPROACH & TOTAL Wednesday WB 330 859 CHESTNUT DR S/O NORTHVIEW ST BOISE J 131/0 I 85 NB 4 11 APPROACH & TOTAL Wednesday SB 3 5 CHINDEN BL VO WID BLACK CAT RD ADA COUNTY 5/12/04 G3;569~ EB 985 517 APPROACH & TOT AL Wednesday WB 440 795 W/O LINDER RD 5/12/04 16)'621 EB I ; 064 595 APPROACH & TOTAL Wednesday WB 499 982 8/0 MERIDIAN RD 1/30/2003 15;301 EB 916 533 APPROACH & TOTAL Thursda y WB 453 947 W/Q MERIDIAN RD 1/30/2003 13,985 EB 876 492 APPROACH & TOTAL Thursda y WB 402 845 EtQ STAR RD 3/24/04 12)'856 EB 915 515 APPROACH & TOTAL Wednesday WB 420 8]4 W/D STARRD 3/24/04 ] 1,624 EB 696 513 APPROACH & TOTAL Wednesday WB 464 686 W/O TEN MILE RD 7/14/04 c.0Y EB 970 513 APPROACH & TOTAL Wednesday WB 420 766 W/O CLQVERDALE RD BOISE 1 III 7/04 25}237 BB J ~36 ] 839 ITD COUNT Wednesday WB 649 1,425 E/O EAGLE RD 7/14/04 29~469 EB 1,447 838 APPROACH & TOTAL Wednesday WB 565 1,509 W/O FIVE MILE RD 12/3/03 23,226 EB 950 1 t 039 APPROACH & TOTAL Wednesday WB 820 968 W/O EAGLE RD EAGLE 3/11/2003 2 I ~42 7 EB I ,222 813 APPROACH & TOTAL Tuesday WB 600 ] ,205 E/D LOCUST GROVE RD ] /22/2003 J 7 J ] 49 EB 949 629 APPROACH & TOTAL Wednesday WB 50] 987 06-Jul-05 Counts compiled by ACHD from traffic data collected by ACHD and lTD. 26 0.(108 AM Peak is 7:00 ~ 8:00 and PM Peak is 5;00 -6:00. "C "C" ce I 0 c: r: cD ~i i j g C) 1I '" C1J ..J Gt ...J CD ~ :S E ~ ig~~~ rn .... III ~ en ~z z w u fi ... iti~i~8 ~ ~!~~ ~ i loo Gi 1) c 0 s e 0 iiJa.!~~ ~ Bus ...c:: :2 ii0C._ :& 9Q.g:~ rI ::'::EQ 111m! \\\\\\ \\~\\~\ DDOElIDIJI r-.. Q ('t) C ~ ..... Q; Cii u en .. n:s o -'&:: (.) CU - CO L- a ~-- GJ.C c~ CD'- C):J 1,..U .g m~ .~e 1;j:) CO l'U~ . ~.8Q ~o~ ._ t:" ~~5 eE< L.Z 000:: ~ fUf2 -E .5 0.0 ccoW mE(/) 5~~ ~-'lD '550 o......t- "5mJ- o~o ~ g-z .!!I_en U)ns- "l:JSa. ~~~ ~ ~cn ~.!2:c &Sf- m~ <ci ~ :>.:g .~5~ c.,.0Q) E ~.! ~.s:5 .....eo PM Black Cat & McMillan ~~~~j ~~i~,w~'61~1'~ilij ;i~iJ~~~~J;lH1~~iis~~~ ~~;t~~~l;rl~r~~ :~ficllil~1 EBL 1 1 7 8 EST 2 1 23 20 43 EBR 0 0 0 0 WBL 58 64 45 1 09 WBT 42 46 26 72 WBR 1 0 1 1 54 65 NBL 4 5 0 5 NBT 45 50 1 0 60 NBR 9 1 0 36 46 SBL 3 3 65 68 SBT 49 54 6 60 SBR 0 0 4 4 T ota I 243 268 273 541 *Assumes a growth rate of 20/0 for Meridian Road based on North Meri /' \ t: fl c:y~ e<?{ \~j So )~~iiY\.S g~J. NvJ - ?rb{JoSeJ ~(u.p~* _ bl1 ~ CY^-} JC:J I~ J ic t~; ~ \fl '-0 ,/ ~ c1J c., -c o { .~ .~ ---. ~ (j) r \~ o <5 ~glij:rgmrnm 8 '5 ~ ~ ~ ~ -~ t...o<(<<c<(~ .~.Q. goo 0 0 ~ ctI._.5.C C c: ..::;~:E~iE~:E CD ....... <<J <r- U)f'-. :;!O>