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PZ - Traffic Impact Analysis
SIX MILE ENGINEERING` • April 25, 2017 Ms. Becky McKay Engineering Solutions 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Subject: Traffic Impact Analysis Sky Mesa Subdivision Dear Becky: This letter summarizes the traffic impact analysis (TIA) for the proposed Sky Mesa Subdivision located on Taconic Drive west of Eagle Road between Amity Road and Lake Hazel Road in Meridian, Idaho. Sky Mesa Subdivision is estimated to contain 279 single- family dwelling lots with an expected 2022 build-out year. The specific parameters and requirements for this TIA were confirmed with the Ada County Highway District (ACHD). There are several developing and proposed developments in the area which have completed traffic impact studies documenting the traffic impacts and required mitigation improvements for the roadways and intersections in the area. As a result,an abbreviated traffic study was approved whose scope is limited to an evaluation to the two development approaches on ACHD arterials: • Marsala Way and Amity Road intersection- determine if a turn lane is required on Amity Road under full build-out conditions • Taconic Drive and Eagle Road intersection-determine what intersection control is needed at full build-out conditions and the estimated number of housing units that can be constructed before the improvement is triggered (a traffic signal or roundabout is needed per Hills Century Farms traffic study) There are approximately six proposed developments and existing developments that are not fully built-out whose off-site traffic is incorporated in the background traffic estimate: • Firenze Plaza • East Ridge Subdivision • Hills Century Farm • Blackrock Subdivision • Southern Highlands Subdivision • Whitebark Subdivision Six Mile Engineering, PA (208)378-0654 704 E. United Heritage Court, Suite 204 www.sixmile.com Meridian, ID 83642 Ms. Becky McKay SIX MILE April 25, 2017 ENGINEERING • Page 2 Summary of Results The following summarizes the results of the traffic impact analysis for Sky Mesa Subdivision: • Marsala Way and Amity Road intersection is projected to warrant the following turn lanes with 2022 build-out background traffic plus off-site and Sky Mesa site traffic: o Westbound left-turn lane o Eastbound right-turn lane • Taconic Drive and Eagle Road intersection is projected to require a traffic signal or single-lane roundabout by year 2020 with 2 percent annual growth in background traffic plus the traffic from following off-site and Sky Mesa build i conditions: o Firenze Plaza I ■ 127,800 square feet of commercial use (100% of phase 1) ■ 49 single-family lots and 60 townhomes (100% of phase 2,full build- out) E o East Ridge Subdivision ■ 116 single-family lots (100%build-out) o Hills Century Farm Subdivision ■ 212 single-family lots (100% of phase 1) ■ 125 single-family lots (50% of phase 2) o Blackrock Subdivision ■ 44 single-family lots (100%build-out) o Southern Highland Subdivision ■ 163 single-family lots (100%build-out) i o Whitebark Subdivision ■ 55 single-family lots (100%build-out) o Sky Mesa Subdivision ■ 168 single-family lots (60%build-out) The following sections summarize project description,supporting traffic data,analysis and results. Six Mile Engineering, PA (208)378-0654 704 E. United Heritage Court, Suite 204 www.sixmile.com Meridian, ID 83642 Ms. Becky McKay SIX MILE ' April 25, 2017 ENGINEERING I` • J Page 3 Proposed Development Figure 1 shows the preliminary site layout and adjacent off-site developments in the area. Sky Mesa Subdivision proposes 279 single-family dwelling lots with an expected 2022 build-out year. The primary site access is located on Taconic Drive at Eagle Road and will also have connectivity through adjacent off-site developments to Amity Road (via existing Marsala Way) and Lake Hazel Road (through proposed East Ridge Subdivision). m e. - 9 } b v iF/RENZE PLAZA y i .. � r- yy k i WH/TEBARX r ����J SUBD/VISION 4� W 00A r r. r SKY MESA r i4 SUBD/V1SlON�� SOUTHERN HIGHLANDS i A s v % SUBD/VISION HILLS CENTURY FARMS SUBDIV/S/ONE s. — TAQO/ylCja DRIVE i � ba��eu�n ,rt IL ROCX �SUBDIV/ISIONf � �@���b� r rr �� EAST g E Y s Figure 1. Preliminary site layout i Six Mile Engineering, PA (208)378-0654 704 E. United Heritage Court, Suite 204 www.sixmile.com Meridian, ID 83642 i' Ms. Becky McKay SIX MILE April 25, 2017 ENGINEERING Page 4 Existing Traffic Volumes No new traffic counts were required for this TIA. Existing peak hour intersection turning movement counts for the study area intersections were obtained from previous traffic impact studies for the proposed off-site developments in the area. Existing traffic counts are attached. Analysis of 202 (Build-Out) Conditions The analysis year is 2022 corresponding with the expected full build-out year. Background Traffic 2022 background traffic was estimated by applying a 2 percent annual growth rate to the existing counts,which is consistent with the adjacent TISs. In addition,there are several developments proposed or under construction in the area that are expected to add traffic beyond the 2 percent background growth. Table 1 on page 5 summarizes off-site developments and their proposed land uses, expected build-out year and the development status. Off-site traffic generated by these developments was obtained from previous TISs. At the time when the traffic counts were taken (May and October 2016) some of the off-site developments were partially developed and occupied or under construction. Using Google Earth imagery and parcel queries from the Ada County Assessor mapping,the estimated j number of constructed/occupied dwelling units in October 2016 is as follow: • Hills Century Farm Subdivision-44 dwelling units (21% of phase 1) • Blackrock Subdivision- 39 dwelling units (89% of build-out) • Southern Highlands Subdivision- 34 dwelling units (21% of build-out) • Whitebark Subdivision- 13 dwelling units (24% of build-out) i I Traffic generated by these partially built developments up to October 2016 are assumed to be reflected in the traffic counts. Development occurring after October 2016 would not be l in the traffic counts,as a result,off-site traffic was adjusted accordingly. In the previous TISs,phase 2 of Hills Century Farm Subdivision was beyond the analysis year and was not included in the analysis. For this study, a portion of phase 2 is expected to be constructed by the 2022 build-out year for Sky Mesa and is included in the analysis. Phase 3 of Hills Century Farm Subdivision is beyond the expected build-out year and was Six Mile Engineering, PA (208)378-0654 704 E. United Heritage Court, Suite 204 www.sixmile.com Meridian, ID 83642 E F i is Ms. Becky McKay SIX MILE April 25, 2017 ENGINEERING Page 5 not included. A summary of the background and off-site traffic estimate at the study area intersection is attached. Table 1. Off-site developments Build-Out Proposed Year from Development Status Off-Site Development Land Use TIS (as of April 2017) Phase 1 • 127,800 square feet of 2018 Firenze Plaza commercial use (Eagle/Amity Mixed-Use No construction activities Development) Phase 2 • 49 single-family lots 2020 • 60 townhomes East Ridge Subdivision Build-Out 116 single-family lots 2020 No construction activities Phase 1 66 lots constructed (31%of phase 1) . 212 single-family lots 2018 • Additional lots under construction at the time of this study Hills Century Farm Phase 2 Subdivision • 251 single-family lots 2022 No construction activities Phase 3 2025 • No construction activities • 212 single-family lots Blackrock Subdivision Build-Out 2020' • 39 lots constructed (89%of build-out) . 44 single-family lots Southern Highlands Build-Out • 45 lots constructed (28%of build-out) � Subdivision 163 single-family lots 2020 • Additional lots under construction at the time of this study • 18 lots constructed (33%of build-out) Whitebark Subdivision Build-Out 2020� • Additional lots under construction at the • 55 single-family lots time of this study Build-out year unknown,assumed 2020 i i I Six Mile Engineering, PA (208)378-0654 704 E. United Heritage Court, Suite 204 www.sixmile.com Meridian, ID 83642 I I Ii Ms. Becky McKay SIX MILE April 25, 2017 ENGINEERING I ® J Page 6 Site Traffic The number of trips generated by Sky Mesa Subdivision was estimated using the procedures recommended in the 9th Edition of the ITE Trip Generation Manual, summarized in Table 2. At build-out,the development is projected to generate approximately 2,656 trips per day, 209 trips during the AM peals hour and 279 trips during the PM peak hour. The development contains only residential land uses and is not expected to attract pass-by trips or capture trips internally within the site. Site traffic was distributed and assigned to the external roadway system with approximately 20 percent having origins/destinations west of the site, 20 percent east, 50 percent north and 10 percent south. Site traffic assignment assumed roadway connectivity to Amity Road and Lake Hazel Road. A summary of the peak hour site traffic estimate at the study area intersections is attached. Table 2. 2022 Build-out trip generation summary Total Land Use ITE Trip Rate Total Category ; Code Size Period per Unit Trips Entering Exiting Weekday Daily(vpd) 9.52 2,656 50% 1,328 50% 1,328 Single-Family 210 279 DU Weekday AM Peak Hour(vph) 0.75 209 25% 52 75% 157 Detached Housing Weekday PM Peak Hour(vph) 1.00 279 63% 176 37% 103 I Marsala Way and Amity Road Intersection I The Marsala Way and Amity Road intersection is an unsignalized T-intersection with a stop sign on the northbound approach. All approaches at the intersection have one shared lane for all movements. The posted speed limited on the Amity Road approaches is 50 miles per hour (mph). Turn lane warrants were evaluated at the intersection using ACHD guidelines (warrant worksheets are attached). Table 3 on page 7 summarizes turn lane warrant evaluation. The following turn lanes are needed at the intersection with 2022 site plus background plus off-site traffic: ` • Eastbound right-turn lane I i • Westbound left-turn lane i E E Six Mile Engineering, PA (208)378-0654 704 E. United Heritage Court, Suite 204 www.sixmile.com Meridian, ID 83642 Ms. Becky McKay SIX MILE' April 25, 2017 ENGINEERING' • Page 7 Table 3. Marsala Way and Amity Road Intersection turn lane warrant summary Meets Turn Lane Warrant Traffic AM(PM) Intersection Condition Peak Hour Volumes EB Right-Turn WB Left-Turn 2022 402(676) Background T11(39) Yes Yes+ 551(511) Offsite 8(27) (O N �-- N V NM Marsala Way and Amity Road 2022 425(691) Background T11(39) + Yes Yes Offslte 559(539) + 10(34)� "Y'r Site N N N d' M (7 Taconic Drive and Eagle Road Intersection The Taconic Drive and Eagle Road intersection was evaluated using Synchro 9 (9.1.910.24), which utilizes the 2010 HCM methodologies. The intersection was analyzed with 2022 expected traffic conditions and the existing intersection control and lane configuration. All parameters used in the analysis were based on existing data when available or Synchro default values,when not available (Synchro reports are attached). Table 4 on page 8 summarizes the intersection measure of effectiveness (MOEs) during the peak hour traffic conditions. With 2022 background plus off-site traffic,the intersection is projected to operate at LOS D or better with a v/c ratio of 0.34 or less for all lane groups during the peak ` hours. With 2022 background plus off-site and plus site traffic,the eastbound minor movements at the intersection are projected to operate at LOS F. Six Mile Engineering, PA (208)378-0654 704 E. United Heritage Court, Suite 204 www.sixmile.com Meridian, ID 83642 Ms. Becky McKay SIX MILE April 25, 2017 ENGINEERING t • Page 8 Table 4. Taconic Drive and Eagle Road intersection MOEs AM(PM)Peak Hour Traffic Volumes,Control and AM PM Intersection Condition Channelization MOE Peak Hour Peak Hour a ti LOS G�COz�, (EBM/BTL) D/C D/C �146(146) 0(2) Background ��� �24(17) Delay(s) 25/17 28/25 + 69(54) (EBMBTL) Offsite 5(0)-f —)I(- 13(19) aRR v N Max Lane 0.34 0.34 Taconic Drive Group v/c (EB) (EB) and Eagle Road LOS co (EBMIBTL) F/C F/C 2022 6, - - �146(146) Background }�- 2(2) Delay a y(s) >50/17 >50/25 Offsite 192(138) (EBM/BTL) + 15(3) Site 29(29) N o Max Lane 0.96 0.77 Group v/c (EB) (EB) i i ACHD requires traffic signal warrant analysis to determine the traffic control needs for unsignalized intersection with a projected LOS D or worse. If a traffic signal is warranted, a i roundabout may be considered as an alternative. For the purpose of this study,the Taconic i Drive and Eagle Road intersection was evaluated to determine when traffic control improvements are needed by iteratively adjusting the projected background, off-site and site traffic. Traffic signal warrant analysis was conducted following procedures outlined in the Manual on Uniform Traffic Control Devices (MUTCD). Two traffic signal warrants were evaluated (warrant worksheets are attached) Warrant 1, Eight-Hour Vehicular Volume and Warrant 2, Four-Hour Vehicular Volume. The remaining traffic signal warrants are either not applicable or are not likely to satisfy criteria; therefore,they were not evaluated. Traffic ij signal warrant was evaluated with the following assumptions: Future hourly volumes were estimated based on the existing traffic counts hourly i volume percentages Six Mile Engineering, PA (208)378-0654 704 E. United Heritage Court, Suite 204 www.sixmile.com Meridian, ID 83642 Ms. Becky McKay SIX MILE April 25, 2017 ENGINEERING' Page 9 • Two approach lanes on Eagle Road • One approach lane on eastbound approach with no right-turn volume reduction • Two approach lanes on westbound approach with no right-turn volume reduction or one approach lane with right-turn volume reduction (25%) • The posted speed limit on Eagle Road is 50 mph,so 70%volume criteria was used The Taconic Drive and Eagle Road intersection is projected to warrant a traffic signal or single-lane roundabout by year 2020 when the following off-site and Sky Mesa site development is constructed in addition to the 2 percent annual background traffic growth: • Firenze Plaza 0 127,800 square feet of commercial use (100% of phase 1) 0 49 single-family lots and 60 townhomes (100% of phase 2,full build-out) • East Ridge Subdivision o 116 single-family lots (100%build-out) • Hills Century Farm Subdivision o 212 single-family lots (100% of phase 1) o 125 single-family lots (50% of phase 2) • Blackrock Subdivision E o 44 single-family lots (100% build-out) • Southern Highland Subdivision C o 163 single-family lots (100%build-out) • Whitebark Subdivision I o 55 single-family lots (100%build-out) i • Sky Mesa Subdivision o 168 single-family lots (60%build-out) I Table 5 on page 10 summarizes the intersection MOEs. The Taconic Drive and Eagle Road t' intersection is projected to meet ACHD's minimum operational thresholds with a traffic i signal or single-lane roundabout under 2020 and 2022 peak hour traffic conditions. i t Six Mile Engineering, PA (208)378-0654 704 E. United Heritage Court, Suite 204 www.sixmile.com Meridian, ID 83642 E Ms. Becky McKay SIX MILE April 25, 2017 ENGINEERING ® J Page 10 Table 5. Taconic Drive and Eagle Road intersection MOEs with intersection improvements AM(PM)Peak Hour Traffic Traffic Volumes,Control and AM PM Condition Control Channelization MOE Peak Hour Peak Hour N t- oar � � A A o m r JL107(117) 18 f-20(15) Delay(s) 9 9 Signal 141(103)! (int) 10(2) �(` 22(25) n o0 2020 N U-5 Max Lane 0.45 0.51 Background 0 Group v/c (NBT) (SBT) + Offsite N LOS + � v� A A Site ti r 5 107(117) (int) 1(8) 20(15) LOS Roundabout `�'' (int) 7 9 10(2)) 141(1 4` 22(25) M (0 CO Max Lane 0.44 0.65 N Group v/c (NB) (SB) Nv~ LOS B B (int) rn zi �2 146(146) f-24(17) LOS Signal 16 15 � 192(138)� (int) 15(3)—T t 29(29) co CO M N 2022 N Max Lane 0.70 0.68 Background Group v/c (NBT) (SBT) Offsite I + N � LOS A B Site M (int) �, zi r 146(146) 2(12) 24(17) LOS ` Roundabout int mt 7 12 192(138) ( ) 15(3) j 29(29) MCO N Max Lane 0.49 0.76 Group v/c (NB) (SB) Six Mile Engineering, PA (208)378-0654 704 E. United Heritage Court, Suite 204 www.sixmile.com Meridian, ID 83642 Ms. Becky McKay SIX MILE April 25, 2017 ENGINEERING ` • J Page 11 Thank you for the opportunity to provide our services. Sincerely, �* may C� Leah G. Kelsey, P.E., PTOE Chhang Ream, P.E., PTOE \0NAL �S�ONAL F a�o� �\('E N SRO O lq� 1 753 12052 N, OF SOP�� +�y�TE OF qy G. \Y< Nq NG Attachments: • Existing Traffic Counts • Traffic Projection Summary • Turn Lane Analysis Worksheets • Capacity Analysis Worksheets • Signal Warrant Analysis Worksheets E i I i i I'! i, r Six Mile Engineering, PA (208)378-0654 704 E. United Heritage Court, Suite 204 www.sixmile.com Meridian, ID 83642 I' i' 2 Data Collection L2DataCol lection.com Idaho(208) 860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Eagle&Amity RDBT SAT Intersection: Eagle Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/21/2016 Control: Yields- RDBT Page No : 1 Groups Printed-General Traffic-3+Axle Heavy Trucks Eagle Road Amity Road Eagle Road Amity Road From North From East From South From West Start Time Right I Thru Left Peds .Total Right Thru I Left Peds oar,.T. Ri ht Thru Left Peds roll Ri ht Thru Left Peds ap<,.Taal Int.Total 12:00 PM 10 46 23 0 79 26 42 0 0 68 2 48 5 0 55 3 27 4 0 34 236 12:15 PM 7 29 20 0 56 20 15 0 0 35 2 36 4 0 42 6 27 18 0 51 184 12:30 PM 4 38 17 0 59 28 22 1 0 51 1 53 1 0 55 3 22 6 0 31 196 12:45 PM 7 32 24 0 63 21 21 0 0 42 0 39 3 0 42 7 29 7 0 43 190 Total 28 145 84 0 257 95 100 1 0 196 5 176 13 0 194 19 105 35 0 159 806 01:00 PM 9 36 13 0 58 19 22 3 0 44 1 37 6 0 44 2 30 8 0 40 186 01:15 PM 11 44 21 0 76 15 29 1 0 45 1 35 3 0 39 8 28 9 0 45 205 01:30 PM 9 37 23 0 69 15 22 1 0 38 2 34 5 0 41 7 36 12 0 55 203 01:45 PM 10 40 23 0 73 17 20 0 0 37 0 35 2 0 37 5 33 6 0 44 191 Total 39 157 80 0 276 66 93 5 0 164 4 141 16 0 161 22 127 35 0 184 785 Grand Total 67 302 164 0 533 161 193 6 0 360 9 317 29 0 355 41 232 70 0 343 1591 Apprch% 12.6 56.7 30.8 0 44.7 53.6 1.7 0 2.5 89.3 8.2 0 12 67.6 20.4 0 Total% 4.2 19 10.3 0 33.5 10.1 12.1 0.4 0 22.6 0.6 19.9 1.8 0 22.3 2.6 14.6 4.4 0 21.6 General Traffic 67 283 163 0 513 161 192 6 0 359 9 300 29 0 338 41 232 70 0 343 1553 %General Traffic 100 93.7 99.4 0 96.2 100 99.5 100 0 99.7 100 94.6 100 0 95.2 100 100 100 0 100 97.6 3.MW Heev T-u 0 19 1 0 20 0 1 0 0 1 0 17 0 0 17 0 0 0 0 0 38 s a,aHayrmaa 0 6.3 0.6 0 3.8 0 0.5 0 0 0.3 0 5.4 0 0 4.8 0 0 0 0 0 2.4 Eagle Road Out In Total 531 51 F 1044 17 201 37 548 533 1081 I67 283 163 0 I 0 19 1 0 67 302 164 0 Right Thru Left Peds E W MGM r- Ot�sK T A �(0 ID North N O N C m M o M N N y----► 5/21/2016 12:00 PM �c,W N __ �C - o 5/21/2016 01:45 PM o o 0 v vLo� m m I ¢ E 1 General Traffic rn O rn a E '5 cCO o0v o 0 0 3+Axle HeavyTrucks rn rn I[[ d N OO O i j l' f 4, T F+ Left Thru T300 Right PedsO 0 17 0 0 29 317 9 0 330 338 F 668 191 17 1 36 349 355 1 704 Out in Total 2 Data Collection L2DataCollection.com Idaho(208) 860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Eagle&Amity RDBT SAT Intersection: Eagle Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/21/2016 Control:Yields- RDBT Page No : 2 Eagle Road Amity Road Eagle Road Amity Road From North From East From South From West Start Time I Right I Thru I Left I Peds .Total Right I Thru I Left I Peds I Am.Total Ri ht I Thru I Left I Peds 82p.Total Right I Thru I Left I Peds .Total lnt.Total Peak Hour Analysis From 12:00 PM to 01:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 10 46 23 0 79 26 42 0 0 68 2 48 5 0 55 3 27 4 0 34 236 12:15 PM 7 29 20 0 56 20 15 0 0 35 2 36 4 0 42 6 27 18 0 51 184 12:30 PM 4 38 17 0 59 28 22 1 0 51 1 53 1 0 55 3 22 6 0 31 196 12:45 PM 7 32 24 0 63 21 21 0 0 42 0 39 3 0 42 7 29 7 0 43 190 Total Volume 28 145 84 0 257 95 100 1 0 196 5 176 13 0 194 19 105 35 0 159 806 %App.Total 10.9 56.4 32.7 0 48.5 51 0.5 0 2.6 90.7 6.7 0 11.9 66 22 0 PHF .700 .788 .875 .000 .813 .848 .595 .250 .000 .721 .625 .830 .650 .000 .882 .679 .905 .486 .000 .779 .854 General Traffic General Traffic 100 91.7 98.8 0 94.9 100 100 100 0 100 100 92.6 100 0 93.3 100 100 100 0 100 96.8 3+As11 Heavy TnKks 0 12 1 0 13 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 26 s a.a t.. qT— 0 8.3 1.2 0 5.1 0 0 0 0 0 0 7.4 0 0 6.7 0 0 0 0 0 3.2 Eagle Road Out In Total 293 2441 537 13 131 26 306 563 i j 28 133 83F 0 j 0 12 1 0 28 145 841 0 Right Thru Left Peds i Peak Hour Data ♦—OO 10 MOM Lrp (OJ�OUOi A W to o M North -1 D o rni O o o F� peak Hour Begins at 12:00 P ~� o 0 0 ' �C� 41� O° General Traffic a°, O [3+Axle Heav Trucks O a O� a o m au w a a'000 o �— i fs l; Left Thru Ri ht Peds 13 163 5 0 0 13 0 0 13 176 5 0 153 181 334 12 13 25 165 194 359 Out In Total L2 Data Collection L2DataCollection.com Idaho(208) 860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Eagle&Amity RDBT SAT Intersection: Eagle Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/21/2016 Control:Yields- RDBT Page No : 3 Eagle Road Amity Road Eagle Road Amity RoaE= d From North From East From South From West Start Time I Right I Thru I Left I Peds I App.Total Right I Thru I Left Peds 8pp.T.w Right I Thru I Left I Peds 8pp.Totai Right I Thru I eft I Peds .Total int.Total Peak Hour Analysis From 12:00 PM to 01:45 PM-Peak 1 of 1 Peak Hour for Each Approach 3eciins at: 01:00 PM 12:00 PM 12:00 PM 01:00 PM +0 mins. 9 36 13 0 58 26 42 0 0 68 2 48 5 0 55 2 30 8 0 40 +15 mins. 11 44 21 0 76 20 15 0 0 35 2 36 4 0 42 8 28 9 0 45 +30 mins. 9 37 23 0 69 28 22 1 0 51 1 53 1 0 55 7 36 12 0 55 +45 mins. 10 40 23 0 73 21 21 0 0 42 0 39 3 0 42 5 33 6 0 44 Total volume 39 557 80 0 276 95 100 1 0 196 5 176 13 0 194 22 127 35 0 184 %App.Total 14.1 56.9 29 0 48.5 51 0.5 0 2.6 90.7 6.7 0 12 69 19 0 PHF .886 .892 .870 .000 .908 .848 .595 .250 .000 .721 .625 .830 .650 .000 .882 .688 .882 .729 .000 .836 General Traffic %General Traffic 100 95.5 100 0 97.5 100 100 100 0 100 100 92.6 100 0 93.3 100 100 100 0 100 3+Axle Heart'Tracks 0 7 0 0 7 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 qkH atTN 0 4.5 0 0 2.5 0 0 0 0 0 0 7.4 0 0 6.7 0 0 0 0 0 Eagle Road In-Peak Hour:01:00 PM i1578( 390 0 0 0 39 0 Right T1u Left Peds Peak Hour Data M O M t- j J p .�.(OJt O r011 'O North CD m =—' j�O Do h � General Traffic �� 0 0 0 > >o w Y NON 3+Axle Heavy Trucks r 0 0 j 0 rn—� r rn o rn" o Ca10i 1 ��>o-� o0) d O 000 n O p C o p d O 00 i T I* Left Thru Right Peds 13 1T194 0 0 0 € 13 1 0 E l E In-Peak Hour:12:00 PM Fanle Road (i { l i i E I L2 Data Collection L2DataCollection.com Idaho(208) 860-7554 Utah (801)413-2993 Study: KITTOO63 File Name Eagle&Amity RDBT SAT Intersection: Eagle Rd/Amity Rd Site Code 00000000 City: Meridian, Idaho Start Date 5/21/2016 Control:Yields- RDBT Page No 4 Image 1 2 Data Collection L2DataCol lection.com Idaho(208) 860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Eagle &Amity RDBT WkDay Intersection: Eagle Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control:Yields- RDBT Page No : 1 Groups Printed-General Traffic-3+Axle Hea Trucks Eagle Road Amity Road Eagle Road Amity Road From North From East From South From West Start Time Right Thru I Left Pads .Toral --RFght TThru Left Peds .Total Right I Thru I Left I Peds AM.Total Right Thru I Left Peds .Total IM.Total 07:00 AM 5 26 10 0 41 46 42 3 0 91 4 65 2 0 71 3 39 23 0 65 268 07:15 AM 11 17 10 0 38 80 48 2 0 130 7 97 7 0 111 10 61 27 0 98 377 07:30 AM 4 34 19 0 57 58 45 2 0 105 3 111 4 0 118 4 45 33 0 82 362 07:45 AM 2 30 21 0 53 36 35 2 0 73 4 75 6 0 85 8 55 35 0 98 309 Total 22 107 60 0 189 220 170 9 0 399 18 348 19 0 385 25 200 118 0 343 1316 08:00 AM 6 29 20 0 55 45 24 1 0 70 6 72 1 0 79 7 63 18 0 88 292 08:15 AM 9 32 16 0 57 48 50 1 0 99 1 54 9 0 64 6 57 28 0 91 311 08:30 AM 3 25 13 0 41 45 27 0 0 72 0 65 1 0 66 4 34 14 0 52 231 08:45 AM 6 23 23 0 52 28 24 0 0 52 4 52 4 0 60 5 37 16 0 58 222 Total 24 109 72 0 205 166 125 2 0 293 11 243 15 0 269 22 191 76 0 289 1056 04:00 PM 19 55 35 0 109 36 36 6 0 78 0 40 9 0 49 5 43 13 0 61 297 04:15 PM 12 75 31 0 118 34 55 2 0 91 4 43 12 0 59 10 48 11 0 69 337 04:30 PM 18 66 29 0 113 31 47 8 0 86 6 39 7 0 52 12 47 12 0 71 322 04:45 PM 20 79 41 0 140 19 58 0 0 77 2 28 11 0 41 11 33 5 0 49 307 Total 69 275 136 0 480 120 196 16 0 332 12 150 39 0 201 38 171 41 0 250 1263 05:00 PM 36 79 39 0 154 26 72 5 0 103 4 37 15 0 56 6 41 5 0 52 365 05:15 PM 27 83 41 0 151 32 79 1 0 112 1 38 13 0 52 10 56 7 0 73 388 05:30 PM 18 85 50 0 153 28 80 5 0 113 4 43 9 0 56 9 48 9 0 66 388 05:45 PM 17 64 25 0 106 24 63 2 0 89 3 42 8 0 53 6 46 4 0 56 304 Total 98 311 155 0 564 110 294 13 0 417 12 160 45 0 217 31 191 25 0 247 1445 Grand Total 213 802 423 0 1438 616 785 40 0 1441 53 901 118 0 1072 116 753 260 0 1129 5080 Apprch% 14.8 55.8 29.4 0 42.7 54.5 2.8 0 4.9 84 11 0 10.3 66.7 23 0 Total% 4.2 15.8 8.3 0 28.3 12.1 15.5 0.8 0 28.4 1 17.7 2.3 0 21.1 2.3 14.8 5.1 0 22.2 General Traffic 21 7772 419 0 1402 611 776 40 0 1427 50 887 106 0 1043 106 742 259 0 1107 4979 General Traffic 99.1 96.3 99.1 0 97.5 99.2 98.9 100 0 99 94.3 98.4 89.8 0 97.3 91.4 98.5 99.6 0 98.1 98 3+Mv Heavy Trucks 2 30 4 0 36 5 9 0 0 14 3 14 12 0 29 10 11 1 0 22 101 �a.aaryTry 0.9 3.7 0.9 0 2.5 0.8 1.1 0 0 1 5.7 1.6 10.2 0 2.7 8.6 1.5 0.4 0 1.9 2 i I { I i E I P P i I (I l 2 Data Collection L2DataCollection.com Idaho(208) 860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Eagle &Amity RDBT WkDay Intersection: Eagle Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control:Yields- RDBT Page No : 2 Eagle Road Out In Total 1757 1402 3159 20 36 56 1777 8 32 5 211 772 419 0 2 30 4 0 213 802 4231 0 Right Thru Left Peds l uov ui�c�o�� �'rn rn p Q N N N U J N_N FN J ..8 N M North o `N ~ r H---� 5/18/2016 07:00 AM —— COw- _ mom 5/18/2016 05:45 PM r >A o p . s FmWc7o �� General Traffic o 0 0 o N o 0 0 3+Axle HeavyTruck p -A a N000 oNoo— I F+ Left Thru Ri ht Peds 106 887 50 0 12 14 3 0 118 901 53 0 918 1043 1961 40 29 1 69 958 1072 2030 Out In Total i I i E 6 i € E E E€I E t [I t I I Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Eagle&Amity RDBT WkDay Intersection: Eagle Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control:Yields- RDBT Page No : 3 Eagle Road Amity Road Eagle Road Amity Road From North From East From South From West Start Time I Right I Thru I Left I Peds I App.Total I Right I Thru I Left I Peds .Taal Right Thru I Left I Peds .Total Right I Thru I Left I Peds I AW.Total lnt.Total Peak Hour Analysis From 07:00 AM to 11:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 11 17 10 0 38 80 48 2 0 130 7 97 7 0 111 10 61 27 0 98 377 07:30 AM 4 34 19 0 57 58 45 2 0 105 3 111 4 0 118 4 45 33 0 82 362 07:45 AM 2 30 21 0 53 36 35 2 0 73 4 75 6 0 85 8 55 35 0 98 309 08:00 AM 6 29 20 0 55 45 24 1 0 70 6 72 1 0 79 7 63 18 0 88 292 Total Volume 23 110 70 0 203 219 152 7 0 378 20 355 18 0 393 29 224 113 0 366 1340 %App.Total 11.3 54.2 34.5 0 57.9 40.2 1.9 0 5.1 90.3 4.6 0 7.9 61.2 30.9 0 PHF .523 .809 .833 .000 .890 .684 .792 .875 .000 .727 .714 .800 .643 .000 .833 .725 .889 .807 .000 .934 .889 General Traffic General Traffic 100 93.6 97.1 0 95.6 99.1 97.4 100 0 98.4 100 99.2 100 0 99.2 82.8 98.2 100 0 97.5 98.0 3+Ask Heavy Tucks 0 7 2 0 9 2 4 0 0 6 0 3 0 0 3 5 4 0 0 9 27 u a.aye rkn+vT_ 0 6.4 2.9 0 4.4 0.9 2.6 0 0 1.6 0 0.8 0 0 0.8 17.2 1.8 0 0 2.5 2.0 Eagle Road Out In Total 682 1941 876 5 9 14 687 203 890 23 103 68 0 0 7 2 0 j��' 23 110 70 0 Rigght Thru Lift Peds Peak Hour Data w0 V M F��� �-r •�•(ONJ A O W 0 d v North t0 h M(o N N.C-+ D 0 9 M H Peak Hour Begins at 07.115A ~�N ,,� Y N N= r coJ m N p General Traffic C703+Axle Heav Trucks E �°r�°' 000 N a rn m4 n� 000 NNO� F-l" Left Thru Ri ht Peds i 352 20 0 3 0 0 355 20 0 390 524 3 15 146 393 539 Out In Total Faalp r i i F 2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Eagle &Amity RDBT WkDay Intersection: Eagle Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control:Yields- RDBT Page No : 4 Eagle Road Amity Road Eagle Road Amity Road From North From East From South From West Start Time I Right I Thru I Left IPeds App.Total Right I Thru I Left I Peds .Total Right I Thru I Left I Peds Toth Right I Thru I Left I Peds I App.Total Int.Total Peak Hour Analysis From 07:00 AM to 11:45 AM-Peak 1 of 1 Peak Hour for Each Ai3proach Begins at: 07:30 AM 07:00 AM 07:15 AM 07:15 AM +0 mins. 4 34 19 0 57 46 42 3 0 91 7 97 7 0 111 10 61 27 0 98 +15 mins. 2 30 21 0 53 80 48 2 0 130 3 111 4 0 118 4 45 33 0 82 +30 mins. 6 29 20 0 55 58 45 2 0 105 4 75 6 0 85 8 55 35 0 98 +45 mins. 9 32 16 0 57 36 35 2 0 73 6 72 1 0 79 7 63 18 0 88 Total Volume 21 125 76 0 222 220 170 9 0 399 20 355 18 0 393 29 224 113 0 366 %App.Total 9.5 56.3 34.2 0 55.1 42.6 2.3 0 5.1 90.3 4.6 0 7.9 61.2 30.9 0 PHF .583 .919 .905 .000 .974 .688 .885 .750 .000 .767 .714 .800 .643 .000 .833 .725 .889 .807 .000 .934 General Traffic General Traffic 95.2 92 97.4 0 94.1 98.6 97.1 100 0 98 100 99.2 100 0 99.2 82.8 98.2 100 0 97.5 3+Mw Heavy T-,. 1 10 2 0 13 3 5 0 0 8 0 3 0 0 3 5 4 0 0 9 13.au-,,T_ 4.8 8 2.6 0 5.91 1.4 2.9 0 0 2 1 0 0.8 0 0 0.8 17.2 1.8 0 0 2.5 Eagle Road In-Peak Hour:07:30 AM 209 13 222 20 115 74 0 1 10 2 0 21 125 76 0 Right Thru Le,ft Peds i Peak Hour Data I Q O v1 o CO North ovv ,- 'c> M o N 0� General Traffic ( _�' "' 3+Axle HeavyTrucks $ I Y N N.C�-� (0 00'J 0. I Q N 2' �r p (O O(0 I a O OooN D y s i G. ti000 t I I T r Left Thru Ri ht Peds !' F 18 352 20 0 0 3 0 0 18 355 20 0 390 3 393 In-Peak Hour:07:15 AM i I f' i I i r Data Collection L2DataCollection.com Idaho(208) 860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Eagle &Amity RDBT WkDay Intersection: Eagle Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control:Yields-RDBT Page No : 5 Eagle Road Amity Road Eagle Road Amity Road From North From East From South From West Start Time I Right I Thru I Left I Peds I App.Total Right I Thru I Left I Peds .Total Right Thru I Left I Peds .Total Right I Thru I Left I Peds .Totai Int.Total Peak Hour Analysis From 12:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 20 79 41 0 140 19 58 0 0 77 2 28 11 0 41 11 33 5 0 49 307 05:00 PM 36 79 39 0 154 26 72 5 0 103 4 37 15 0 56 6 41 5 0 52 365 05:15 PM 27 83 41 0 151 32 79 1 0 112 1 38 13 0 52 10 56 7 0 73 388 05:30 PM 18 85 50 0 153 28 80 5 0 113 4 43 9 0 56 9 48 9 0 66 388 Total volume 101 326 171 0 598 105 289 11 0 405 11 146 48 0 205 36 178 26 0 240 1448 %App.Total 16.9 54.5 28.6 0 25.9 71.4 2.7 0 5.4 71.2 23.4 0 15 74.2 10.8 0 PHF .701 .959 .855 .000 .971 .820 .903 .550 .000 .896 .688 .849 .800 .000 .915 .818 .795 .722 .000 .822 .933 General Traffic General Traffic 99.0 98.5 100 0 99.0 99.0 99.3 100 0 99.3 90.9 97.9 87.5 0 95.1 97.2 100 100 0 99.6 98.6 3+Ask Heart'Trucks 1 5 0 0 6 1 2 0 0 3 1 3 6 0 10 1 0 0 0 1 20 Ae ,r,TN 1.0 1.5 0 0 1.0 1.0 0.7 0 0 0.7 9.1 2.1 12.5 0 4.9 2.8 0 0 0 0.4 1.4 Eagle Road Out In Total 273 592 865 4 61 10 277 598 1 875 100 321 171 0 1 5 0 0 101 326 171 0 Right Thru Left Peds }1 Peak Hour Data Y6�O F- col O ��Ut.C. 00 o co = North -i o o D N N N icy Peak Hour Begins at 04:45 P �, N _ m a°c General Traffic � ° W^' m m 3+Axle Heavy Trucks �3 o a ov 000� m -o � a mm o_ N o00 i I i i i 4- T r Left Thru Ri ht Peds 42 143 10 0 6 3 1 0 € 48 146 11 0 's € 367 195 F 562 6 10 1 16 [ 373 205 578 Out In Total i I I I I l 6 qsg 4 gI Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Eagle &Amity RDBT WkDay Intersection: Eagle Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control: Yields- RDBT Page No : 6 Eagle Road Amity Road Eagle Road Amity Road From North From East From South From West [:::: E: Start Time I Right I Thru I Left I Peds I App.Total I Right I Thru I Left I Peds .Total Right I Thru Left I Peds I AW.Tow I Right I Thru I Left I Peds I Ap.Total Int.Total Peak Hour Analysis From 12:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Avnroach Begins at: 04:45 PM 05:00 PM 05:00 PM 04:00 PM +0 mins. 20 79 41 0 140 26 72 5 0 103 4 37 15 0 56 5 43 13 0 61 +15 mins. 36 79 39 0 154 32 79 1 0 112 1 38 13 0 52 10 48 11 0 69 +30 mins. 27 83 41 0 151 28 80 5 0 113 4 43 9 0 56 12 47 12 0 71 +45 mins. 18 85 50 0 153 24 63 2 0 89 3 42 8 0 53 11 33 5 0 49 Total Volume 101 326 171 0 598 110 294 13 0 417 12 160 45 0 217 38 771 41 0 250 %App.Total 16.9 54.5 28.6 0 26.4 70.5 3.1 0 5.5 73.7 20.7 0 15.2 68.4 16.4 0 PHF .701 .959 .855 .000 .971 .859 .919 .650 .000 .923 .750 .930 .750 .000 .969 .792 .891 .788 .000 .880 General Traffic General Traffic 99 98.5 100 0 99 100 99.7 100 0 99.8 91.7 98.8 97.8 0 98.2 92.1 98.8 100 0 98 3«Ask H-,Tucks 1 5 0 0 6 0 1 0 0 1 1 2 1 0 4 3 2 0 0 5 1 1.5 0 0 1 0 0.3 0 0 0.2 8.3 1.2 2.2 0 1.8 7.9 1.2 0 0 2 Eagle Road In-Peak Hour:04:45 PM 592 6 598 I 100 321 171 I 1 5 0 101 326 1 � Right Thru Leff Peds Peak Hour Data i a 0 i a N North M { X 10,=MIS �� General Traffic A W o e 3+Axle Heav Trucks N Mao*� € Y M C) N_ J'O O N Q 0 0 000N v � a d N 0100 i' Fl" Left Thru Ri ht Peds 44 158 11 0 i, 1 2 1 0 45 160 12 0 i ` 213 II: 4 (1 217 In-Peak Hour:05:00 PM i i l r f i I; s i L2 Data Collection L2DataCollection.com Idaho(208) 860-7554 Utah (801)413-2993 Study: KITTOO63 File Name Eagle &Amity RDBT WkDay Intersection: Eagle Rd Amity Rd Site Code 00000000 City: Meridian, Idaho Start Date 5/18/2016 Control:Yields- RDBT Page No : 7 Image 1 Data ollecti L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Montague&Amity WkDay Intersection: Montague Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control: Stop Sign Page No : 1 Grou s Printed-General Traffic-3+Axle Heav Trucks Montague Road Amity Road Amity Road From North From East From West Start Time Rig ht Left Peds App.Total Right Thru I Peds IAPp.Total Thru LeftT Peds I App.Total Int.Total 07:00 AM 3 4 0 7 0 49 0 49 61 5 0 66 122 07:15 AM 14 6 0 20 1 60 0 61 91 3 0 94 175 07:30 AM 3 11 0 14 0 58 0 58 74 4 0 78 150 07:45 AM 4 5 0 9 4 40 0 44 90 2 0 92 145 Total 24 26 0 50 5 207 0 212 316 14 0 330 592 08:00 AM 3 6 0 9 5 28 0 33 82 0 0 82 124 08:15 AM 0 6 0 6 3 64 0 67 82 6 0 88 161 08:30 AM 1 1 0 2 2 27 0 29 54 2 0 56 87 08:45 AM 7 5 0 12 1 34 0 35 52 5 0 57 104 Total 11 18 0 29 11 153 0 164 270 13 0 283 476 04:00 PM 2 5 0 7 3 63 0 66 57 3 0 60 133 04:15 PM 4 3 0 7 7 75 0 82 73 4 0 77 166 04:30 PM 3 3 0 6 4 69 0 73 62 7 0 69 148 04:45 PM 2 2 0 4 5 85 0 90 44 3 0 47 141 Total 11 13 0 24 19 292 0 311 236 17 0 253 588 05:00 PM 8 6 0 14 2 120 0 122 51 4 0 55 191 05:15 PM 4 3 1 8 7 110 0 117 68 3 0 71 196 05:30 PM 4 3 0 7 3 102 0 105 62 11 0 73 185 05:45 PM 6 4 0 10 6 82 0 88 47 4 0 51 149 Total 22 16 1 39 18 414 0 432 228 22 0 250 721 Grand Total 68 73 1 142 53 1066 0 1119 1050 66 0 1116 2377 Apprch% 47.9 51.4 0.7 4.7 95.3 0 94.1 5.9 0 Total% 2.9 3.1 0 6 2.2 44.8 0 47.1 44.2 2.8 0 46.9 General Traffic 68 72 1 141 53 1043 0 1096 1029 66 0 1095 2332 %General Traffic 100 98.6 100 99.3 100 97.8 0 97.9 98 100 0 98.1 98.1 3+Axle Heavy Trucks 0 1 0 1 0 23 0 23 21 0 0 21 45 0 0 1.9 1.9 %3+Axle Heavy Trucks 0 1.4 0 0.7 0 2.2 0 2.1 2 i I I t f I E (I I {i I I €I S6 C 4 E i t E I E Data Collection L2DataCollection.com Idaho(208) 860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Montague&Amity WkDay Intersection: Montague Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control: Stop Sign Page No : 2 Montague Road Out In Total 119t2l []2630119 6868 Right Left Peds O Q N N O N (O N CD co '—(O North w o w w D o rn N tO rn 5/18/2016 07:00 AM .-� _ o —► 5/18/2016 05:45 PM --c o w w o N rn J o N v O o C General Traffic -o a 3+A eHea uck 3 O� D. N000 aA(om N V— i i I t I I I I I I I I s i I l Data Collection L2DataCollection.com Idaho(208)860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Montague&Amity WkDay Intersection: Montague Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control: Stop Sign Page No : 3 Montague Road Amity Road Amity Road From North From East From West Start Time I Ri ht I Left I Peds I App.Total I Right I Thru I Peds I App.Total Thru Left I Peds I App.Total Int.Total Peak Hour Analysis From 07:00 AM to 11:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 14 6 0 20 1 60 0 61 91 3 0 94 175 07:30 AM 3 11 0 14 0 58 0 58 74 4 0 78 150 07:45 AM 4 5 0 9 4 40 0 44 90 2 0 92 145 08:00 AM 3 6 0 9 5 28 0 33 82 0 0 82 124 Total Volume 24 28 0 52 10 186 0 196 337 9 0 346 594 %App.Total 46.2 53.8 0 5.1 94.9 0 97.4 2.6 0 PHF .429 .636 .000 .650 .500 .775 .000 .803 .926 .563 .000 .920 .849 General Traffic 24 27 0 51 10 182 0 192 329 9 0 338 581 %General Traffic 100 96.4 0 98.1 100 97.8 0 98.0 97.6 100 0 97.7 97.8 3+Axle Heavy Trucks 0 1 0 1 0 4 0 4 8 0 0 8 13 %3+Axle Heavy Trucks 0 3.6 0 1.9 0 2.2 0 2.0 2.4 0 0 2.3 2.2 Montague Road Out In Total AlQ70019 24 0Ito 24 Ri ht Left Peds /I L► Peak Hour Data 75u� T O �o �s � � �� UI 0)J North o 0 o D c M m N cO 2 00 CO Peak�Beginsat aM Gene °'a w0 C 3+Ax a a ON N p, �+000 cn cn� m am i i 'r E r I p r I E Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Montague&Amity WkDay Intersection: Montague Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control: Stop Sign Page No :4 E���Montague Road Amity Road Amity Road From North From East From West Start Time I Right I Left I Peds I App.Total I Right I Thru I Peds I App.Total Thru Left Peds A Total Int.Total Peak Hour Analysis From 07:00 AM to 11:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:00 AM 07:15 AM +0 mins. 14 6 0 20 0 49 0 49 91 3 0 94 +15 mins. 3 11 0 14 1 60 0 61 74 4 0 78 +30 mins. 4 5 0 9 0 58 0 58 90 2 0 92 +45 mins. 3 6 0 9 4 40 0 44 82 0 0 82 Total Volume 24 28 0 52 5 207 0 212 337 9 0 346 %App.Total 46.2 53.8 0 2.4 97.6 0 97.4 2.6 0 PHF .429 .636 .000 .650 .313 .863 .000 .869 .926 .563 .000 .920 General Traffic 24 27 0 51 5 202 0 207 329 9 0 338 %General Traffic 100 96.4 0 98.1 100 97.6 0 97.6 97.6 100 0 97.7 3+Axle Heavy Trucks 0 1 0 1 0 5 0 5 8 0 0 8 %3+Axle Heavy Trucks 0 3.6 0 1.9 0 2.4 0 2.4 2.4 0 0 2.3 Montague Road In-Peak Hour:07:15 AM 51 1 52 24 27 0 0 1 0 24 28 0 Right Left Peds L i I Peak Hour Data I T vo North �c0c FD o cOn v o)cc General Traffic i o _ M M r—► 3+Axle Hea Trucks —? I- C -4c23 O E Q y o0o m "D oa a d n o D m000 D i c I E' I' I: l' i (f( t Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Montague&Amity WkDay Intersection: Montague Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control: Stop Sign Page No : 5 Montague Road Amity Road Amity Road From North From East From West Start Time I Right Left I Peds I App.Total I Right I Thru I Peds I App.Total Thru Left Peds A Total Int.Total Peak Hour Analysis From 12:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 8 6 0 14 2 120 0 122 51 4 0 55 191 05:15 PM 4 3 1 8 7 110 0 117 68 3 0 71 196 05:30 PM 4 3 0 7 3 102 0 105 62 11 0 73 185 05:45 PM 6 4 0 10 6 82 0 88 47 4 0 51 149 Total Volume 22 16 1 39 18 414 0 432 228 22 0 250 721 %App.Total 56.4 41 2.6 4.2 95.8 0 91.2 8.8 0 PHF .688 .667 .250 .696 .643 .863 .000 .885 .838 .500 .000 .856 .920 General Traffic 22 16 1 39 18 412 0 430 227 22 0 249 718 %General Traffic 100 100 100 100 100 99.5 0 99.5 99.6 100 0 99.6 99.6 3+Axle Heavy Trucks 0 0 0 0 0 2 0 2 1 0 0 1 3 3+Azle Heavy Trucks 0 0 0 0 0 0.5 0 0.5 0.4 0 0 0.4 0.4 Montague Road Out In Total [A4001 39 [17090 F—I 22 16 1 0 0 0 22 16 1 Right Left Peds Peak Hour Data CO cc ? o N� } 't' A A.C.. ~ North �w o0 0 0o A'W D N N N N B =Meavy t 05:00 P _ C14 CO CO w ~ Traffic A N N N o °m Q o 0 o y ks v o v m 0 � a N000 (-4' m f rn w i t i E I l { i l I I (l I l'. I Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0063 File Name : Montague&Amity WkDay Intersection: Montague Rd/Amity Rd Site Code : 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control: Stop Sign Page No : 6 Montague Road Amity Road Amity Road From North From East From West Start Time Right Left Peds App.Total I Right I Thru I Peds App.Total Thru I Left Peds I App.I Int.Total Peak Hour Analysis From 12:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:45 PM 04:00 PM +0 mins. 8 6 0 14 5 85 0 90 57 3 0 60 +15 mins. 4 3 1 8 2 120 0 122 73 4 0 77 +30 mins. 4 3 0 7 7 110 0 117 62 7 0 69 +45 mins. 6 4 0 10 3 102 0 105 44 3 0 47 Total Volume 22 16 1 39 17 417 0 434 236 17 0 253 %App.Total 56.4 41 2.6 3.9 96.1 0 93.3 6.7 0 PHF .688 .667 .250 .696 .607 .869 .000 .889 .808 .607 .000 .821 General Traffic 22 16 1 39 17 409 0 426 231 17 0 248 %General Traffic 100 100 100 100 100 98.1 0 98.2 97.9 100 0 98 3+Axle Heavy Trucks 0 0 0 0 0 8 0 8 5 0 0 5 %3+Axle Heavy Trucks 0 0 0 0 1 0 1.9 0 1.8 1 2.1 0 0 2 Montague Road In-Peak Hour:05:00 PM A Right Left Peds Peak Hour Data tR- a 1 � 0 no North --3 CO OF u In 2 General Traffics =3. N CO t—► 3+Axle Heavy rucks —� o A, N EY F- vwco a rno0 m Qm 000� 'U pa D a c^ n N0,00 D L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITTOO63 File Name Montague&Amity WkDay Intersection: Montague Rd Amity Rd Site Code 00000000 City: Meridian, Idaho Start Date : 5/18/2016 Control: Stop Sign Page No 7 Image 1 L2 Data Collectiolm L2DataCollection.com Idaho(208)860-7554 Utah(801)413-2993 Study:THOM0085 File Name : Eagle Rd &Taconic Dr AM D1 Intersection: Eagle Rd/Taconic Drive Site Code : 00000000 City: Meridian, Idaho Start Date : 10/20/2016 Control:Stop Sign Page No : 1 Groups Printed-General Traffic _ Eagle Road New Subdivision Access Eagle Road Taconic Drive From North _ _ _ From East From South From West Start Time 4 Ri ht Thru l Left Pads I kQTaa Right Thru Left Peds nm Te. Right Thru Left Pods n�o Tew 1 Right I Thru�LeR Peds u,m:a mi Total 07:00 AM 3 16 6 0 25 4 0 1 0 5 1 50 0 0 51 0 0 4 0 4 85 07:15 AM 11 11 13 0 35 3 0 1 0 4 0 62 1 0 63 1 0 8 0 9 111 07,30 AM 7 27 9 2 45; 4 0 0 0 4 1 88 2 0 91 0 0 9 0 9 11 149 07:45AM i 9 28_.__17 2 56 3_____,0___ 0 2 5 __0 75 2 0 77 1 2 13 0 16 154 Total 30 82 45 4 161 14 0 2 2 18 2 275 5 0 282 2 2 34 0 38 499 08:00 AM 7 16 30 0 53 2 0 0 0 2 6 82 2 0 90 0 1 8 0 91 154 08:15 AM 2 23 27 0 521 7 0 0 0 7 2 58 3 1 64 0 1 3 0 4; 127 08:30 AM 3 15 23 1 42 i 13 0 0 0 13 2 49 1 0 52 1 1 8 1 11 118 08:45 AM 7 22 21 0 ._50.i_ 10 0 0 0_ 10 2 57 2 0 _61 _ _ 0 1 5 0 6 127_ Total I 19 76 101 1 1971 32 0 0 0 32 12 246 8 1 267 1 4 24 1 30 1 526 Grand Total I 49 158 146 5 3581 46 0 2 2 50 14 521 13 1 549 3 6 58 1 68 1 1025 Apprch% 13.7 44.1 40.8 1.4 i 92 0 4 4 2.6 94.9 2.4 0.2 4.4 8.8 85.3 1.5 Total% 4.8 154 14.2 0.5 34.9 i 4-5 0 0.2 02 4.9, 1.4 50.8 1.3 0.1 53.6 0.3 0.6 5.7 0.1 6.6 l Eagle Road Out In Total i 625 356 ( 983 E29T 158 143 5 Right Thru Left Pads I � Noah is 1 10/0/2016 07:00 AM �� I�j�j7 10/20/2016 06:45 AM r I 0 ® Ni r ��I -I I e eLa O L]a c aF111 -i�l VI a 4 Le Thru Right Pads 13 521i i_i6342J 121 Out In Total i I I E I l i Data Collection L2DataCollection.com Idaho(208)860-7554 Utah(801)413-2993 Study:THOM0085 File Name : Eagle Rd &Taconic Dr AM D1 Intersection: Eagle Rd/Taconic Drive Site Code :00000000 City: Meridian, Idaho Start Date : 10/20/2016 Control: Stop Sign Page No : 3 Eagle Road New Subdivision Access Eagle Road Taconic Drive From North _ From East From South From West Start lime I Riym Thru E Left Peds w,T<;d I Right! Thru Left Peds n{ Tcu ,Right Thru Left Peds �x try Right Thtu Lefl I Pads 1 Tay I h11_Toter Peak Hour Analysis From 07:00 AM to 08:46 AM-Peak 1 of 1 Peak Hour for Each A roach Begins at:------- _.__ OT 70 N.1 0e ae Nd 07 30 NA 07 15 NJ +0 mins. 7 27 9 2 451 2 0 0 0 2 1 88 2 0 91 1 0 8 0 9 +15 mins. 9 28 17 2 56 7 0 0 0 7 0 75 2 0 77 0 0 9 0 9 +30 mins. 7 16 30 0 531 13 0 0 0 13 6 82 2 0 901 1 2 13 0 16 +45 mins. 2 23 27 0 52! 10 0 0 0 to,!- 2 58 3 1 64 0 1 8 0 9 Total Volume; 25 94 83 4 2061 32 0 0 0 32 9 303 9 1 3221 2 3 38 0 43'. %App.Total 12.1 45.6 _40.3 1.9 - . 100 0 0 _ 0._, 2.8 94.1_2.8.. 0,3 4.7_ 7 88.4 0 PHF! .644 .839 __692 50f1____920! 615_ 000__000 .000 .615 .375 .861 750 250 -_ .885 I _500_ .375 731, .000 .672 I Eagle Road In-Peak Hour.D7 30 AM 2061 2255ii_64i_-_831 _q, Right Thru Left Peds 4 I L► I Peak Hour Data E 6 EMI North r d c c x°. '- N- LGeneral Tralflc o L _� 'm O 8. o a9 I 41 � I ► Left Thru,Right Peds In-Peak Hour:07:30 AM E alp-Road i I f I I 3 I I E i I B E I i Data ect L2DataCollection.com Idaho(208)860-7554 Utah (801)413-2993 Study:THOM0085 File Name : Eagle Rd&Taconic Dr D2 Intersection: Eagle Rd/Taconic Drive Site Code : 00000000 City: Meridian, Idaho Start Date : 10/25/2016 Control:Stop Sign Page No : 1 Groups_Printed-General Traffic Eagle Road 1 New Subdivision Access Eagle Road Taconic Drive Right Thru! Left_y Peds ,m;� From West From North _From East From South Start Time Right__Thru Left` Peds A.icatl I Right ThN Left? Peds ro ray! _ _ Right Thru _Left Peds Tca Em roE_et; 07:00 AM 3 11 8 0 22 4 0 1 0 5 1 79 1 0 81 0 0 8 0 8 116 07:15 AM 7 25 7 0 39 7 0 1 0 8; 0 100 0 0 100 1 0 9 0 101 157 07:30 AM 6 30 10 0 46 7 0 1 0 8 11, 2 62 1 0 651 4 5 8 0 17 136 07:45 AM 10 26 14 0 50 3 0 2 0 5 6 97 0 0,__103 1 1 2 4 0 7 165 Total 26 92 39-0 1571 21 0 5 0 26 9 338 2 0 349 I 6 7 29 0 42 574 08:00 AM 8 23 26 0 571 12 0 1 0 13 2 83 2 0 87 0 1 7 0 8 165 08:15 AM 5 19 29 0 531 5 0 1 0 61 6 68 1 0 75 1 2 0 5 0 7!, 141 08:30 AM 10 15 31 0 56 17 0 2 0 191 1 51 1 0 531 1 1 11 0 131 141 08:45 AM 10 17 76 0 103. 43 4 5 0 52 13 53 0 0 66€ 2 7 0 0 9 230 Total 33 74 162 0 2691 77 4 9 0 90 1 22 255 4 0 281 ; 5 9 23 0 37 677 04:00 PM I 4 79 16 0 99 1 86 4 10 0 100 1 32 3 0 36 1 0 6 0 7 242 04:15 PM 5 60 8 0 63! 16 2 2 0 20 2 41 1 0 44 4 0 3 0 7 134 04:30 PM 8 84 6 0 98 12 0 3 0 15 1 35 3 0 39 1 1 0 4 0 5! 157 04:45 PM 3 70 11 0 84' 18 1 2 0 21 0 23 0 0 23 1 0 1 5 0 6 i 134 Total i 20 283 41 0 3441 132 7 17 0 156 4 131 7 0 142 6 1 18 0 25 667 05:00 PM I 4 89 5 0 98 1 15 1 1 0 17 1 35 1 0 37 4 0 12 0 16 168 05:15 PM 9 102 5 0 1161 17 1 1 0 19 1 44 2 1 48 3 0 5 0 8 191 05:30 PM 5 68 9 0 82 1 19 0 3 1 23% 1 54 3 1 59 2 0 3 0 5 169 _05:45 PM 7 77 6 0 90 18_ 0 3 0 21 0 51 1 0 52`: 1 0_._ 7 0 8 171 Total 25 336 25 0 3861 69 2 8 1 80! 3 184 7 2 196 10 0 27 0 37 699699 Grand Total 104 785 267 0 1156; 299 13 39 1 352',' 38 908 20 2 968 1 27 17 97 0 141 2617 Apprch a/a 9 67.9 23.1 0 849 3.7 11.1 0.3 3.9 93.8 21 0.2 19.1 12.1 688 0 Total%1 4 30 10.2 0 4421 114 05 15 0 135 15 347 08 01 37! 1 06 37 0 54'. i 1 I i 1 i t i E L2 Data Collection L2DataCollection.com Idaho(208)860-7554 Utah(801)413-2993 Study:THOM0085 File Name Eagle Rd&Taconic Dr D2 Intersection: Eagle Rd/Taconic Drive Site Code 00000000 City: Meridian, Idaho Start Date 10/25/2016 Control:Stop Sign Page No 5 Eagle Road New Subdivision Access Eagle Road Taconic Drive From East From South From West From North —1 -1-1 --— — [Start Time Peds qp ()j Ri ht Trim I Left 1,Peds v�-.iLj Right' Thru 1 Left I Peds �,,q--jws�Right i Thru 1 Left!Pe _ja-A____Rjqht i Thru I Left Peds I Af?rcui I IaLiaw� Peak Hour Analysts From 12:00 PM to 05:45 PIVI-Peak 1 of I Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 4 80 5 0 98 15 1 1 0 17 1 35 1 0 37 4 0 12 0 16 168 05:15 PM 9 102 5 0 116 17 1 1 0 19 1 44 2 1 48 3 0 6 0 8 191 05:30 PM 5 68 9 0 821 19 0 3 1 23 1 54 3 1 59 2 0 3 0 5 169 05:45 PM 7 77 6 0 901 18 0 3 0 21 0 51 1 0 52 — 0 7 0 8 _ 1711 Total volume 25 336 25 0 386 1 69 2 8 1 80 3 184 7 2 196 10 0 27 0 37 699 A Tqtgl 1 6.5 87 6.5 0 86.2 2.5 10 1.2 1.5 93.9 3.6 1--- 27 0 73 0 5781 .915 --7� .5�001 5 .000 .563 .000 PHF 1 694 .824 6647:0766�832 L�—.9-08 _67 .25Q_ 870 .750 .852 .583 .50 .831 .62 — 1 Eagle Road Out In Total Right Thru Left Peds Peak Hour Data L-9 r North A 2 2 U I Peak Hour Begins at 05:00 PM 9 General Traffic g In 4— Lea Thru ffight 7—F 18-41 --SE!�O Out In Total L2 Data Collection Study:THOM0085 L2DataCollection.com Type:Volume J Direction Idaho(208)860.7654 Utah(801)431-2993 Taconic W of Eagle VOL D2 Tech:Judd Date Start:25-Oct-16 Count:Axle Hits J 2 Date End:26-Oct-16 Taconic Dr.west of Eagle Rd Meridian,Idaho Start 25-Oct-16 � Total Time Tue WB EB 12:00 AM 12:15 ' 12:30 i 12:45 01:00 ' 01:15 R 01:30 ' 01:45 ' 02:00 ' 02:15 ' 02:30 ' 02:45 ` 03:00 ' 03:15 " 03:30 ' 03:45 ' 04:00 0 1 1 04:15 0 0 0 04:30 0 0 0 04:45 0 0 0 05:00 1 0 1 05:15 0 0 0 05:30 0 1 1 05:45 0 1 1 06:00 0 0 0 06:15 2 1 3 06:30 1 7 8 06:45 4 6 10 07:00 4 8 12 07:15 8 10 18 07:30 8 18 26 07:45 10 8 18 08:00 9 7 16 08:15 7 8 15 08:30 12 16 28 08:45 14 6 20 09:00 12 14 26 09:15 6 10 16 09:30 4 7 11 09:45 8 9 17 10:00 8 6 14 10:15 9 4 13 10:30 12 8 20 10:45 2 8 10 11:00 7 10 17 11:15 8 7 15 11:30 9 11 20 11:45 6 7 __ _ _ ---- --- — 13 Total 171 199 370 Percent __ _46 2%° 53.8% Peak 08:15 08:30 08:30 Vol, 45 46 - - 90 P.H.F. 0.804 0.639 0.804 Page 1 L2 Data Collection Study:THOM0085 1-21DataCollection.com Type:Volume/Direction Idaho(208)860-7554 Utah(801)431-2993 Taconic W of Eagle VOL D2 Tech:Judd Date Start:25-Oct-16 Count:Axle Hits/2 Date End:26-Oct-16 Taconic Dr.west of Eagle Rd Meridian,Idaho Start 25-Oct-16 Total Time Tue _ WB EB ___ 12:00 PM 6 14 20 12:15 10 2 12 12:30 12 4 16 12:45 18 11 29 01:00 14 8 22 01:15 5 2 7 01:30 10 12 22 01:45 10 6 16 02:00 3 5 8 02:15 10 13 23 02:30 6 3 9 02:45 6 14 20 03:00 4 4 8 03:15 16 2 18 03:30 3 12 15 03:45 10 8 18 04:00 13 8 21 04:15 8 8 16 04:30 11 6 17 04:45 6 6 12 05:00 6 18 24 05:15 11 8 19 05:30 10 6 16 05:45 8 10 18 06:00 10 6 16 06:15 10 9 19 06:30 8 7 15 06:45 3 8 11 07:00 5 3 8 07:15 5 3 8 07:30 2 3 5 07:45 5 3 8 08:00 3 4 7 08:15 4 2 6 08:30 6 3 9 08:45 5 3 8 09:00 0 1 1 09:15 2 4 6 09:30 2 1 3 09:45 2 0 2 10:00 3 0 3 10:15 1 1 2 10:30 1 0 1 10:45 0 0 0 11:00 0 1 1 11:15 0 0 0 11:30 0 0 0 11:45 _ 0 1 — _ 1 Total 293 253 546 Percent 53.7% T46_3%_ - Peak - 12:15 17:00 12:45 Vol. 54 42 - - 80 P.H.P. 0.750 0.583 0.690 I 4 {i i, f Page 2 € I 6€ L2 Data Collection Study:THOM0085 L2DataCoilection.com Type:Volume/Direction Idaho(208)860-7554 Utah(801)431-2993 Taconic W of Eagle VOL D2 Tech:Judd Date Start:25-Oct-16 Count:Axle Hits/2 Date End:26-Oct-16 Taconic Dr.west of Eagle Rd Meridian,Idaho Start 26.Ocl-16 Total Time ---Wed_------ WB _—_EB--_- 12:00 AM 0 0 — 0 12:15 2 0 2 12:30 0 0 0 12:45 1 0 1 01:00 0 0 0 01:15 0 0 0 01:30 0 0 0 01:45 0 0 0 02:00 0 0 0 02:15 0 0 0 02:30 1 1 2 02:45 0 0 0 03:00 0 0 0 03:15 1 0 1 03:30 0 0 0 03:45 0 0 0 04:00 04:15 ' 04:30 04:45 ' 05:00 05:15 ' 05:30 " 05:45 ' 06:00 ' 06:15 06:30 ' 06:45 07:00 ' 07:15 ` 07:30 ` 07:45 08:00 08:15 ` 08:30 08:45 09:00 ` 09:15 09:30 ' 09:45 ' 10:00 ' 10:15 i 10:30 ' 10:45 ' 11:00 y 11:15 ` 11:30 ' 11:45 _---- ' Total 5 1 6 ----- Peak - 12:00 01:45 - 12:00 Vol. 3 1 - - - - 3 P.H.F. 0.375 0.250 _ 0.375 Grand 469 453 922 Total Percent 50.9% 49.1% Page 3 L2 Data Collection Study:THOM0085 L2DataCollection.com Type:Volume/Direction Idaho(208)860.7664 Utah(801)431-2993 Eagle S of Taconic VOL Tech:Judd Date Start:20-Oct-16 Count:Axle Hits/2 Date End:21-Oct-16 Eagle Rd south of Taconic Drive Meridian,Idaho Start 20-Oct-16 Total Time Thu SB NB --- 12:00 AM 12:15 ' 12:30 , 12:45 ` 01:00 ' 01:15 ` 01:30 ` 01:45 , 02:00 ` 02:15 02:30 ` 02:45 03:00 ' 03:15 , 03:30 ` 03:45 ` 04:00 3 1 4 04:15 0 2 2 04:30 1 2 3 04:45 1 3 4 05:00 6 5 11 05:15 0 6 6 05:30 6 20 26 05:45 6 15 21 06:00 4 22 26 06:15 8 32 40 06:30 12 43 55 06:45 15 42 57 07:00 18 52 70 07:15 18 64 82 07:30 28 92 120 07:45 26 82 108 08:00 14 94 108 08:15 29 62 91 08:30 18 56 74 08:45 25 61 86 09:00 26 34 60 09:15 28 45 73 09:30 34 38 72 09:45 30 40 70 10:00 36 41 77 10:15 24 36 60 € 10:30 35 32 67 10:45 32 51 83 11:00 30 29 59 11:15 36 44 79 j 11:30 44 51 - 95 I 11:45 39 44 83 Total 631 1241 1872 Percent 33.7% 66.3% _.____—_..._.____.._.___.._._ - - Peak 11:00 07:15 07:30 Vol. 148 332 - - 427 P.H.F. 0.841 0,883 0.890 I Page 1 I r i L2 Data Collection Study:THOM0085 L2DataCollection,com Type:Volume/Direction Idaho(208)860-7554 Utah(801)431-2993 Eagle S of Taconic VOL Tech:Judd Date Start:20-Oct-16 Count:Axle Hits/2 Dale End:21-Oct-16 Eagle Rd south of Taconic Drive Meridian,Idaho Start 20.Oct-16 Total Time Thu SB NB 12:00 PM 54 41 95 12:15 42 28 70 12:30 38 40 78 12:45 46 40 86 01:00 44 34 78 01:15 34 48 82 01:30 34 32 66 01:46 46 34 80 02:00 34 30 64 02:15 54 36 90 02:30 42 55 97 02:45 46 34 80 03:00 40 28 68 03:15 39 35 74 03:30 63 41 104 03:46 58 30 88 04:00 68 28 96 04:15 70 38 108 04:30 66 38 104 04:45 69 42 111 05:00 86 50 136 05:15 82 51 133 05:30 72 33 106 05:45 82 40 122 06:00 74 56 130 06:15 62 45 107 06:30 57 60 117 06:45 73 56 129 07:00 54 54 108 07:15 53 39 92 07:30 52 33 85 07:45 44 32 76 08:00 34 22 56 08:15 47 18 65 08:30 47 31 78 08:45 34 10 44 09:00 33 11 44 09:15 34 11 45 09:30 26 6 32 09:45 18 6 24 10:00 22 9 31 10:15 19 7 26 10:30 16 5 21 10:45 16 2 18 11:00 16 6 22 11:15 19 4 23 11:30 9 5 14 11:45 10 1 11 Total 2178 1435 3613 Percent_. _.60.3%039.7% Peak 17:00 18:00 - - - - 17:00 Vol. - 322 217 - - - - 496 P,HY, 0.936 0.904 0.912 Page 2 L,2 Data Collection Study:THOM0085 L2DataCollection.com Type:Volume/Direction Idaho(208)860-7654 Utah(801)431-2993 Eagle S of Taconic VOL Tech:Judd Date Start:20-Oct-16 Count:Axle Hits/2 Date End:21-Oct-16 Eagle Rd south of Taconic Drive Meridian,Idaho Start 21-Ocl-16 Total Time Fri SB NB 12:00 AM 12 1 13 12:15 13 2 1s 12:30 1s 6 21 12:45 15 1 16 01:00 13 7 20 01:15 8 2 10 01:30 19 3 22 01:45 3 1 4 02:00 6 1 7 02:15 1 1 2 02:30 1 1 2 02:45 2 1 3 03:00 0 2 2 03:15 0 0 0 03:30 1 0 1 03:45 1 1 2 04:00 ' 04:15 < 04:30 ` 04:45 ` 05:00 ' 05:15 ` 05:30 05:45 ` 06:00 ` 06:15 < 06:30 ' 06:45 ` 07:00 - 07:15 07:30 ' 07:45 ' 08:00 " < 08:15 ` 08:30 ' 08:45 ' 09:00 ' 09:15 09:30 09:45 ` 10:00 ' 10:15 ` 10:30 ' 10:45 ' 11:00 ' 11:15 11:30 _ 11:45 ` -_- 140 Total 110 30 Percent 78.6% Peak OD:15 00:15 - 00:15 VOL 56 16 - - - 72 P.H.F. 0.933 0.571 __0.857 Grand 2919 2706 5625 Total Percent 51.9% 48.1% C f € Page 3 C i i E 2022(Build-out)AM(PM)peak hour traffic projection summary Background Intersection (2%Annual Growth) Off-Site Build-Out Site Traffic 236(491) 166(185) 23(15) Marsala Way 7-0(0) -T11(39) 7-0(0) and 390(282) 161(229) 8(28) Amity Road 0(o)-T -7Y7 8(27)-T —D7 2(7)-T —O 7 O O CO N ( O_ O O M O M N CO oO CON ISO dO' T eo o M 18(78) N 00 v Taconic Drive 128(68) o 0 0(0) +0(2) +0(0) +2(10) 0(9) 24(8) 0(0) and 37(30) 32(24) 123(84) Eagle Road 5(0)+ l`4 0(0)+ �� 10(3)+ 1(11) a ti ro 12(8) N m rn 16(10) m o o (O If) ti d' M i I E I €f E i i I P I s f d Sky Mesa Subdivision ACHD Right-Turn Lane Guidelines for Two-Lane Roadway 2022 Build-Out Background+Off-Site Traffic >Major-Road , Volume, Posted, ` :1/olu►ne One,Direction; `Right=Turn ` .. Speed r (yph) (uph) Warrant:Check =Meet; No� �`- Intersection ` Direction (mph) AM PM AM PM AM PM Warrant O Marsala Way and EB 50 8 27 559 538 No Yes Yes Amity Road 140 •45 mph (70 kntlh teo Add Right-Turn Lane Q 80 N E 3 50 m!h O (80 kiy!h) > ea c H 40 55 m (SO kmlVr ) 1u 20 _>60 mph 1 (100 mhy Q 200 300 40D 500 600 700 800 900 1000 1100 1200 Major-Road Volume-One Direction(vph) OAM peak hour O PM peak hour Sky Mesa Subdivision ACHD Right-Turn Lane Guidelines for Two-Lane Roadway 2022 Build-Out Background+Off-Site+Site Traffic Major=Road Right-Turn ",Volume Posfed Volume :- < One tirection; Right-Turn . �. . peed,:,: �1Nar.ranfCheckMeef . No. Intersect�or Direction :(mph} AM ""PM,-, " AM PM'. AM PM ':Warrant O Marsala Way and EB 50 10 34 569 573 Yes Yes Yes Amity Road 140 45 mph (70 knVh 104 Add Right-Tur Lane Q. Z, eo N 2 50 mph O {80 kn!h) > Co c H 40 55 mph {90 knV ) 1 20 _>60 mph 1 (100 m'h) 0 200 300 400 500 800 700 80o 900 1000 1100 1200 Major-Road Volume-One Direction(vph) OAM peak hour O PM peak hour i I i i i i k f f Sky Mesa Subdivision ACHD Left-Turn Lane Guidelines for Two-Lane Roadway,50 mph 2022 Build-Out Background+Off-Site Traffic ' dvancing Left-Turn, Opposing >Postedl -:'Volume`,` °Volume' 'Volume ACHD�Left-Tdrn - :�., Speed. (uphj ' {%) (vph) .:�.WarrantCheck< . Meet No.r Intersection -Direction mph M'A PM CAM PM AM PM. AM RM> Warrant O Marsala Wy and WB 50 413 715 3% 5% 559 538 No Yes Yes Amity Rd 59:IEfl-h11ft3 264 t5 YOX In Vw, aro ft Tum Lane C 7.3 arran e 6] 1 1, s a sro W E 0 ``� rn c Vl 0 300 a O Left-TuI n Lane Not Wa anted .co �ro 0 0 100 �0 w0p 403 SCtI 6`}0 7001 Advancing Volume(vph) OAM peak hour O PM peak hour i i I Sky Mesa Subdivision ACHD Left-Turn Lane Guidelines for Two-Lane Roadway,50 mph 2022 Build-Out Background+Off-Site+Site Traffic .>' . ." ., > z , . •': :. = Advancing Left-Turn' , Opposing , :Posted: :.;Volume , �V' m D:�.= Uoliime ACHD Left-Turn Spe .`..juph) (°/a)' . (vph) ,`, Warrant Check..; Meet No. Intersection Direction ; mph AM= PM AM PM AM` PM AM PM= Warrant O Marsala Wy and WB 50 436 730 3% 5% 569 573 No Yes Yes Amity Rd s-:1en•rrr.s :•pa, �c-:e ib lfl!ia In Vq eL� ,}' L K Turn Lane ]cta arran e 600 O _ 1 1; t r > sca m E j _cm rn c N Q3co Q 0 Lett-Tun Lane Not< _j We anted xc� +ca a p 1p0 200 _>06 503 3W 6:."0 ]flDl Advancing Volume(vph) OAM peak hour O PM peak hour HCM 2010 TWSC 2022 Background + Off-Site 1: Eagle Road & Taconic Drive AM PEAK �nTer�ec o Int Delay,s/veh 5.5 Lane Configurations I t r Traffic Vol,veh/h 69 5 13 ; 24 0 146 14 415 16 139 144 48 Future Vol,veh/h 69 5 13 24 0 146 14 415 16 139 144 48 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - - None -i None Storage Length - - - - - 150 50 - 125 50 - 100 Veh in Median Storage,# - 1 - 1 - - 0 " - 0 - Grade,% 0 - - 0 - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95, Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 73 5 14 25 0 154 15 437 17 146 152 51 Conflicting Flow All 910 910 152 920 910 437 152 0 0 437 0 0 Stage 1 444 444 - 466 466 - - - - Stage 2 466 466 - 454 444 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7,12 6.52 6.22 4.12 - 4.12 - - Critical Hdwy Stg 1 6A2 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 552 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 255 275 894 251 275 620 1429 - - 1123 - - Stage 1 593 575 - 577 562 - - - - - Stage 2 577 562 586 575 - - - - Platoon blocked,% - - - - Mov Cap-1 Maneuver 171 237 894 218 237 620 1429 - 1123 - Mov Cap-2 Maneuver 237 312 - 337 344 - - - - - - - Stage1 587 500 571 556 - - - - - - - Stage 2 429 556 - 497 500 - - - - - - - c mB HCM Control Delay,s 25 13.2 0.2 36 HCM LOS D B Capacity(veh/h) 1429 - - 270 337 620 1123 - HCM Lane V/C Ratio 0.01 - - 0.339 0.075 0.248 0.13 - - HCM Control Delay(s) 7.5 - - 25 16.5 12.7 87 - HCM Lane LOS A - - D C B A - - HCM 95th°/stile Q(veh) 0 - { 1.4 0.2 1 0.4 - Sky Mesa Subdivision,Meridian, ID Synchro 9 Report Six Mile Engineering,PA April 2017 HCM 2010 TWSC 2022 Background + Off-Site 1: Eagle Road & Taconic Drive PM PEAK Int Delay,s/veh 4.5 Lane Configurationsry � � � � A � �' 1 t r Traffic Vol,veh/h 54 0 19 17 2 146 20 273 22 177 486 85 Future Vol,veh/h 54 0 19 17 2 146 20 273 22 177 486 85 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - - None - - None None Storage Length - - - 150 50 - 125 50 100 Veh in Median Storage,#', - 1' - - 1 - 0 - 0' Grade,% 0 - - 0 - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 59 0 21 18 2 159 22 297 24 192 528! 92 Conflicting Flow All 1254 1253 528 1263 1253 297 528 0 0 297 0 0 Stage 1 913 913 - 340 340 - - - - - - Stage 2 341 340 - 923 913 - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6♦52 6.22 4.12 - - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 552 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 - - Pot Cap'-1 Maneuver 149 172 550 147 172 742 1039 - - 1264 - - Stage 1 328 352 - 675 639 - - - - - Stage 2 674 639 - 323 352 - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 101 143 550 123 143 742 1039 - 1264 - Mov Cap-2 Maneuver 194 223 - 201 226 - - - - - - - Stage1 321 299 661 625 - - - - - Stage 2 517 625 - 264 299 - - - - - P c HCM Control Delay,s 28.2 12.8 0.5 2 HCM LOS D B Capacity(veh/h) 1039 - - " 233 203 742 1264 - HCM Lane V/C Ratio 0.021 - - 0.341 0.102 0.214 0.152 - HCM Control Delay(s) 85 - - 28.2 24.7 11.2 8♦4 - - HCM Lane LOS A - - D C B A - - HCM 95th%tile Q(veh) 01 - 1.4 0.3 0.8 05 - Sky Mesa Subdivision,Meridian, ID Synchro 9 Report Six Mile Engineering,PA April 2017 HCM 2010 TWSC 2022 Background + Off-site + Site 1: Eagle Road & Taconic Drive AM PEAK Int Delay,s/veh 20 Lane Configurations ' �' I t r Traffic Vol,veh/h 192 15" 29 24 2 146 19 415 16 139 144 91; Future Vol,vehlh 192 15 29 24 2 146 19 415 16 139 144 91 Conflicting Peds,Or 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - None Storage Length - - - - 150 50 - 125 50 - 100 Veh in Median Storage,# 1i - - 1 - - 0 - 0 Grade,% 0 0 0 0' _ Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 202 16 31 25 2 154 20 437 17 146 152 96 Conflicting Flow All 922 921 152 944 921 437 152 0 0 437 0 0 Stage 1 444 444 - 477 477 - - - - - Stage 2 478 477 - 467 444 - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 652 6.22 4.12 - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - Critical Hdwy Stg'2 6.12 5.52 - 6.12 552 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 - - Pot Cap'-1 Maneuver 251 270 894 242 270 620 1429 - - 1123 - - Stage 1 593 575 - 569 556 - - - - - - - Stage 2 568 556 - 576 575 - - - Platoon blocked,% - - Mov Cap-1 Maneuver —167 232 894 200 232 620 1429 - - 1123 - Mov Cap-2 Maneuver 230 307 - 317 339 - - - - - Stage 1 585 500 - 561 548 - - - - - Stage 2 420 548 - 469 500 - - - - - - HCM Control Delay,s 888 13.4 0.3 3.2 HCM LOS F B Capacity(veh/h); 1429 - - 258 319 620 1123 - - HCM Lane V/C Ratio 0.014 - - 0.963 0.086 0.248 0.13 - HCM Control Delay(s) 76 - - 88.8 17.3 12.7 87 - - HCM Lane LOS A - - F C B A - HCM 95th%tile Q(veh) 0 - 9.1 0.3 1 0.4 —:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Sky Mesa Subdivision,Meridian,ID Synchro 9 Report Six Mile Engineering,PA April 2017 HCM 2010 TWSC 2022 Background + Off-site + Site 1: Eagle Road & Taconic Drive PM PEAK txemH Int Delay,s/veh 8.9 Lane Configurations 4,. 4 + I t r Traffic Vol,veh/h 138 3 29 17 12 146 38 273 22 177 486 226 Future Vol,veh/h 138 3 29 17 12 146 38 273 22 177 486 226 Conflicting Peds,#/hr 0 0 0 0 0 0 0 ' 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - - None - None Storage Length - - - - 150 50 - 125 50 100 Veh in Median Storage,# - 2 - - 2 - - 0 - 0 - Grade,% 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92i 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 150 3' 32 " 18 13 159 41 297 24 192 528 246 Conflicting Flow All 1299 1292 528 1309 1292 297 528 0 0 297 0 0 Stage 913 913' - 379 379 - - - - - Stage 2 386 379 - 930 913 - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 652 6.22 4.12 - - 4.12 - Critical Hdwy Sig 1 6.12 5.52 - 6.12 5.52 - - - - - - Critical Hdwy Sig 6.12 5.52' - 6.12 5,52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver —138 163; 550 136 163 742 1039 - 1264 - Stage 1 328 352 - 643 615 - - - - - - Stage 2 637 615 - 321 352 - - - Platoon blocked,% - - - - Mov Cap-1 Maneuver N 89 133'i 550 109 133 742 1039 - 1264 - Mov Cap-2 Maneuver 214 253 - 199 238 - - - - - - - Stage 1 315 299'' - 618 591 - - - - - Stage 2 470 591 - 254 299 - - - - - 4B HCM Control Delay,s 57 13.5 1 1.7 HCM LOS F B Capacity(veh/h) ,, 1039 - 240 213 742 1264 - HCM Lane WC Ratio 0.04 - - 0.77 0.148 0.214 0.152 - HCM Control Delay(s) 86 - 57 24.8 11.2 8.4 - HCM Lane LOS A - F C B A - - HCM 95th%tile Q(veh) 0.1 - 5.6 0.5 0.8 0.5 - Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Sky Mesa Subdivision,Meridian, ID Synchro 9 Report Six Mile Engineering,PA April 2017 HCM 2010 Signalized Intersection Summary 2020 Background + Off-site + Site (Signal) 1: Eagle Road & Taconic Drive AM PEAK Lane Configurations I 1� Vi 1� t r I + r Traffic Volume(vehlh) 141 10 22 20 1 107 17 402 15 123 140 73 Future Volume(veh/h) 141 10 22 20 1 107 17 402 15 123 140 73 Number 1 6 16 5 2 12 3 8 18 7 4 14 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow,vehlh/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate,vehlh 148 11 23 21 1 113 18 423 16 129 147 77 Adj No.of Lanes 1 1 0 1 1 0 1 1 1 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 437 144 302 514 4 422 693 930 791 501 930 791 Arrive On Green! 0.27 0.27 0.27 0.27 0.27 0.27 0.50 0.50 0.50 0.50 0.50 0.50 Sat Flow,veh/h 1273 538 1126 1369 14 1572 1152 1863 1583 946 1863 1583 Grp Volume(v),veh/h 148 0 34 21 0 114 18 423 16 129 147 77 Grp Sat Flow(s),veh/hlln 1273 0 1664 1369 0 1585 1152 1863 1583 946 1863 1583 Q Serve(g_s),s 4.5 0.0 0.7 0.5 0,0 2.4 0.4 6.3 0.2 4.4 ` 1.8 1.1' Cycle Q Clear(g_c),s 6.9 0.0 0.7 1.2 0.0 2.4 2.2 6.3 0.2 10.7 1.8 1.1 Prop In Lane 1.00 0.68 1.00 0.99 1.00 1.00 1.00 1.00 Lane Grp Cap(c),vehlh 437 0 446 514 0 425 693 930 791 501 930 791 V/C Ratio(X) 0.34 000 0`.08 0.04 0.00 0.27 0.03 0.45 0.02 0.26 0.16 0.10 Avail Cap(c_a),veh/h 1071 0 1276 1196 0 1216 1376 2034 1729 1061 2034 1729 HCM Platoon Ratio 1:00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.06 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 15.1 0.0 11.8 12.2 0.0 12.4 6.5 7.0 5.4 10.5 5.9 5.7 Incr Delay(d2),s/veh 0.5 0.0 0.1 0.0 0.0 0.3 0.0 0.3 0.0 0.3 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 1.6 0.0 0.3 0.2 0.0 1.1 0.1 3.3 0.1 1.2 1.0 0.5 LnGrp Delay(d),s/veh 15.6 0.0 11.8 12.2 0.0 12.7 6.5 7.3 5.5 10.7 5.9 5.7 LnGrp LOS B B B B A A A B A A Approach Vol,veh/h 182 135 457 353 Approach Delay,slveh 14.9 12.7 7.2 7.6 Approach LOS B B A A �i Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 16.5 26.5 16.5 26.5 Change Period(Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 33.0 47.0 33.0 47.0 Max Q Clear Time(g_c+11),s 4.4 12.7 8.9 8.3 Green Ext Time(p-c),s 2.8 8.8 2.6 9.0 HCM 2010 Ctrl Delay 9.2 HCM 2010 LOS ' A Sky Mesa Subdivision, Meridian,ID Synchro 9 Report Six Mile Engineering,PA April 2017 HCM 2010 Signalized Intersection Summary 2020 Background + Off-site + Site (Signal) 1: Eagle Road & Taconic Drive PM PEAK 8" B Lane Configurations T+ r 11 Traffic Volume(veh/h) 103 2 25 15 8 117 31 265 18 127 472 169 Future Volume(veh/h) 103 2 25 15 8 117 31 265 18 127 472 169 Number 1 6 16 5 2 12 3 8 18 7 4 14 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow,veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 ; 1863 i 1863 Adj Flow Rate,veh/h 112 2 27 16 9 127 34 288 20 138 513 184 Adj No.of Lanes 1 1 0 1 1 0 1 1 1 1 1 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 370 27 365 470 26 366 428 1013 861 643 1013 861 Arrive On Green' 0.24 024 0`.24 0.24 0.24 0.24 0.54 0.54 0.54 0.54 0.54 0.54 Sat Flow,vehlh 1248 110 1490 1375 106 1493 745 1863 1583 1067 1863 1583 Grp Volume(v),veh/h 112 0 29 16 0 136 34 288 20 138 513 184 Grp Sat Flow(s),veh/h/In 1248 0 1600 1375 0 1599 745 1863 1583 1067 1863 1583 Q Serve(g_s),s 19 0.0 0.7 0.4 0.0 3.3 1.4 4.0 0.3 3.8 8.2 2.8 Cycle Q Clear(g_c),s 7.2 0.0 0.7 1.1 0.0 3.3 9.6 4.0 0.3 7.7 8.2 2.8 Prop In Lane 1.00 093 1.00 0.93 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 370 0 392 470 0 392 428 1013 861 643 1013 861 V/C Ratio(X) 0.30 000 0.07 0.03 0.00 0.35 0.08 0.28 0.02 0.21 0.51 0.21 Avail Cap(c_a),veh/h 802 0 946 946 0 945 841 2045 1738 1235 2045 1738 HCM Platoon Ratio 100 100 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 17.7 0.0 13.7 14.2 0.0 14.8 9.8 5.8 5.0 7.9 6.8 5.6 Incr Delay(d2),s/veh 0.5 0.0 0.1 0.0 0.0 0.5 0.1 0.2 0.0 0.2 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 1.4 0.0 0.3 0.2 0.0 1.5 0.3 2.0 0.1 1.1 4.2 1.3 LnGrp Delay(d),s/veh 18.2 0.0 13.8 14.2 0.0 15.3 9.9 6.0 5.0 8.1 7.2 5.7 LnGrp LOS B B B B A A A A A A Approach Vol,veh/h 141 152 342 835 Approach Delay,s/veh 17.3 15.2 6.3 7.0 Approach LOS B B A A 6 Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 16.6 30.8 16.6 30.8 Change Period(Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 28.0 52.0 28.0 52.0 Max Q Clear Time(g_c+l1),s 5.3 10.2 9.2 11.6 Green Ext Time(p-c),s 2.6 14.3 2.4 14.1 HCM 2010 Ctrl Delay 8.7 HCM 2010 LOS A Sky Mesa Subdivision,Meridian,ID Synchro 9 Report Six Mile Engineering,PA April 2017 HCM 2010 Signalized Intersection Summary 2022 Background + Off-site + Site (Signal) 1 : Eagle Road & Taconic Drive AM PEAK \40- 1 jylo a ST IN /T-ON 01 $ SB) MIN�"MEN �8 Lane Configurations 11 T# r I Traffic Volume(veh/h) 192 15 29 24 2 146 19 415 16 139 144 91; Future Volume(veh/h) 192 15 29 24 2 146 19 415 16 139 144 91 Number 1 6 16 5 2 12 3 8 18 7 4 14 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow,veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate,veh/h 202 16 31 25 2 154 20 437 17 146 152 96 Adj No.of Lanes 1 1 0 1 1 0 1 1 1 1 1 1. Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent lHeavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 428 181 351 532 6 500 536 620 527 394 739 628 Arrive On Green 0.32 0.32 0`.32 0.32 0.32 0.32 0.02 0.33 0.33 0.08 0.40 0.40 Sat Flow,veh/h 1226 568 1101 1353 20 1566 1774 1863 1583 1774 1863 1583 Grp Volume(v),veh/h 202 0 47 25 0 156 20 437 17 146 152 96 Grp Sat Flow(s),veh/h/In 1226 0 1669 1353 0 1586 1774 1863 1583 1774 1863 1583 Q Serve(g_s),s 8,4 0.0 1.1 0.7 0.0 4.2 0.4 11.6 0.4 2.9 3.0 2.2 Cycle Q Clear(g_c),s 12.6 0.0 1.1 1.9 0.0 4.2 0.4 11.6 0.4 2.9 3.0 2.2 Prop In Lane 1.00 066 1.00 0.99 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 428 0 533 532 0 506 536 620 527 394 739 628 V/C Ratio(X) 0.47 0.00 0.09 0.05 0.00 0.31 0.04 0.70 0.03 0.37 0.21 0.15 Avail Cap(c_a),veh/h 751 0 973 890 0 925 973 889 755 717 889 755 HCM Platoon Ratio 1.00 100 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' 1.00' Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 19.3 0.0 13.5 14.1 0.0 14.5 12.0 16.5 12.7 11.7 11.2 11.0 Incr Delay(d2),s/veh 0.8 0.0 0.1 0.0 0.0 0.3 0.0 1.5 0.0 0.6 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.0 0.0 0.5 0.3 0.0 1.9 0.2 6.2 0.2 1.4 1.6 1.0 LnGrp Delay(d),s/veh 20.1 0.0 13.6 14.2 0.0 14.9 12.1 17.9 12.8 12.3 11.4 11.1' LnGrp LOS C B B B B B B B B B Approach Vol,veh/h 249 181 474 394 Approach Delay,s/veh 18.9 14.8 17.5 11.6 Approach LOS B B B B 6ON 7 7 ENE 1 Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.1 6.1 27.4 23.1 9.7 23.8 Change Period(Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 33.0 15.0 27.0 33.0 15.0 27.0 Max Q Clear Time(g_c+ll),s 6.2 24 5.0 14.6 4.9 13.6 Green Ext Time(p-c),s 3.9 0.0 6.8 3.4 0.3 5.3 HCM 2010 Ctrl Delay 15.6 HCM 2010 LOS B Sky Mesa Subdivision,Meridian,ID Synchro 9 Report Six Mile Engineering,PA April 2017 HCM 2010 Signalized Intersection Summary 2022 Background + Off-site + Site (Signal) 1 : Eagle Road & Taconic Drive PM PEAK Lane Configurations I 14 1* t Traffic Volume(veh1h) 138 3 29 17 12 146 38 273 22 177 486 226 Future Volume(veh/h) 138 3 29 17 12 146 38 273 22 177 486 226 Number 1 6 16 5 2 12 3 8 18 7 4 14 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(kpbT) 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow,veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate,veh/h 150 3 32 18 13 159 41 297 24 192 528 246 Adj No.of Lanes 1 1 0 1 1 0 1 1 1 1 1 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 366 39 417 494 34 421 317 653 555 547 780 663 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.03 0.35 0.35 0.10 0.42 0.42 Sat Flow,veh/h 1208 137 1466 1368 121 1480 1774 1863 1583 1774 1863 1583 Grp Volume(v),veh/h 150 0 35 18 0 172 41 297 24 192 528 246 Grp Sat Flow(s),veh/h/In 1208 0 1604 1368 0 1601 1774 1863 1583 1774 1863 1583 Q Serve(g-s),s 6.5 0.0 0.9 0.6 0.0 4.9 0.8 7.0 0.6 3.7 13.1 6.1 Cycle Q Clear(g-c),s 11.4 0.0 0.9 1.5 0.0 4.9 0,8 7.0 0.6 3.7 13.1 6.1 Prop In Lane 1.00 0.91 1.00 0.92 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 366 0 456 494 0 456 317 653 555 547 780 663' V/C Ratio(X) 0.41 0.00 0.08 0.04 0.00 0.38 0.13 0.45 0.04 0.35 0.68 0.37 Avail Cap(q_a),veh/h 615 0 787 776 0 786 724 1045 888 833 1045 888 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 20.9 0.0 14.9 15.5 0.0 16.4 11.9 14.3 12.2 9.7 13.4 11.4 Incr Delay(Q),s/veh 0.7 0.0 0.1 0.0 0.0 0.5 0.2 0.5 0,0 0.4 1.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 4,0 0.0 0.7 0.4 0.0 4.0 0.7 6.5 0.5 3.3 11.1 4.9 LnGrp Delay(d),s/veh 21.7 0.0 15.0 15.5 0.0 16.9 12.0 14.8 12.2 10.1 14.5 11.7 LnGrp LOS C B B B B B B B B B Approach Vol,veh/h 185 190 362 966 Approach Delay,s/veh 20.4 16.7 14.3 12.9 Approach LOS C B B B Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 21.2 6.9 28.9 21.2 10.8 25.0 Change Period(Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 28.0 15.0 32.0 28.0 15.0 32.0 Max Q Clear Time(g-.p+ll),s 6.9 2.8 15.1 13.4 5.7 9.0 Green Ext Time(p-c),s 3.4 0.1 8.8 2.8 0.4 10.5 HCM 2010 Ctrl Delay 14.5 HCM 2010 LOS B Sky Mesa Subdivision,Meridian,ID Synchro,9 Report Six Mile Engineering,PA April 2017 LANE SUMMARY V Site: 1 [Single Lane -2020 Background + Off-site+ Site AM] Taconic-Eagle Roundabout Mti' . • . South:Eagle Rd Lane 1d 457 2.0 1045 0.437 100 8.3 LOS A 2.3 58.1 Full 16000.0 0.0 Approach 457 2.0 0.437 8.3 LOS A 2.3 58.1 East:Taconic Dr Lane 1d 135 2.0 795 0.169 100 6.3 LOSA 0.6 16.2 Full 1600 0.0 0.0 Approach 135 2.0 0.169 6.3 LOS A 0.6 16.2 I North:Eagle Rd Lane I 354 2.0 1309 0.270 100 5.1 LOSA 1.3 33.1 Full 1600 0.0 0.0 Approach 354 2.0 0.270 5.1 LOS A 1.3 33.1 West:Taconic Dr Lane 1 d 182 2.0 1036 0.176 100 5.1 LOS A 0.7 18.0 Full 1600 0.0 0.0 Approach 182 2.0 0.176 5.1 LOS A 0.7 18.0 Intersection 1127 2.0 0.437 6.5 LOS A 2.3 58.1 Site Level of Service(LOS)Method:Delay&v/c(HCM 2010).Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method:Same as Sign Control. Lane LOS values are based on average delay and v/c ratio(degree of saturation)per lane. LOS F will result if v/c>1 irrespective of lane delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes(v/c not used as specified in HCM 2010). Roundabout Capacity Model:US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Siegloch M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 1 Copyright©2000-2017 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:SIX MILE ENGINEERING PA I Processed:Monday,April 24,2017 8:24:19AM Project: X:\projects\771702\Traffic\SIDRA\Taconic-Eagle Roundabout.sip7 LANE SUMMARY V Site: 1 [Single Lane -2020 Background + Off-site+ Site PM] Taconic-Eagle Roundabout . . . .M EN ®-e - .ec - - • n � - - - .e ® o0 South:Eagle Rd j Lane 1d 341 2.0 1080 0.316 100 6.4 LOSA 1.5 37.5 Full 1600 0.0 0.0 j i Approach 341 2.0 0.316 6.4 LOS A 1.5 37.5 East:Taconic Dr j Lane 1d 152 2.0 916 0.166 100 5.5 LOSA 0.6 16.4 Full 1600 0.0 0.0 Approach 152 2.0 0.166 5.5 LOS A 0.6 16.4 North:Eagle Rd Lane I 835 2.0 1287 0.648 100 11.0 LOS B 5.9 148.7 Full 1600 0.0 0.0 j Approach 835 2.0 0.648 11.0 LOS B 5.9 148.7 West:Taconic Dr Lane I 141 2.0 741 0.191 100 7.0 LOS A 0.7 18.2 Full 1600 0.0 0.0 Approach 141 2.0 0.191 7.0 LOS A 0.7 18.2 Intersection 1470 2.0 0.648 9.0 LOS A 5.9 148.7 Site Level of Service(LOS)Method:Delay&v/c(HCM 2010).Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method:Same as Sign Control. Lane LOS values are based on average delay and v/c ratio(degree of saturation)per lane. LOS F will result if v/c>1 irrespective of lane delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Siegloch M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 1 Copyright©2000-2017 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:SIX MILE ENGINEERING PA I Processed:Monday,April 24,2017 8:26:57AM Project: X:\projects\771702\Traffic\SIDRA\Taconic-Eagle Roundabout.sip7 LANE SUMMARY V Site: 1 [Single Lane -2022 Background + Off-site+ Site AM] Taconic-Eagle Roundabout South:Eagle Rd j Lane 1d 474 2.0 976 0.486 100 9.5 LOS A 2.7 69.4 Full 1600 0.0 0.0 Approach 474 2.0 0.486 9.5 LOS A 2.7 69.4 East:Taconic Dr Lane 1d 181 2.0 747 0.243 100 7.6 LOS A 0.9 23.9 Full 1600 0.0 0.0 Approach 181 2.0 0.243 7.6 LOS A 0.9 23.9 North:Eagle Rd Lane 1d 394 2.0 1301 0.303 100 5.5 LOS A 1.5 38.6 Full 1600 0.0 0.0 Approach 394 2.0 0.303 5.5 LOS A 1.5 38.6 West:Taconic Dr I Lane I 248 2.0 1013 0.245 100 5.9 LOS A 1.0 26.5 Full 1600 0.0 OA ii Approach 248 2.0 0.245 5.9 LOS A 1.0 26.5 G Intersection 1297 2.0 0.486 7.3 LOS A 2.7 69.4 Site Level of Service(LOS)Method:Delay&v/c(HCM 2010).Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method:Same as Sign Control. Lane LOS values are based on average delay and v/c ratio(degree of saturation)per lane. LOS F will result if v/c>1 irrespective of lane delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Siegloch M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 ( Copyright©2000-2017 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:SIX MILE ENGINEERING PA I Processed:Friday,April 21,2017 10:46:33 AM Project: X:\projects\771702\Traffic\SIDRA\Taconic-Eagle Roundabout.sip7 LANE SUMMARY V Site: 1 [Single Lane -2022 Background + Off-site+ Site PM] Taconic-Eagle Roundabout °° South:Eagle;Rd Lane 1d 362 2.0 992 0.365 100 7.5 LOSA 1.7 43.7 Full 1600 0.0 0.0 Approach 362 2.0 0.365 7.5 LOS A 1.7 43.7 j East:Taconic Dr Lane 1d 190 2.0 872 0.218 100 6.4 LOSA 0.9 22.1 Full 1600 0.0 0.0 Approach 190 2.0 0.218 6.4 LOS A 0.9 22.1 a North`.Eagle Rd j Lane 1d 966 2.0 1271 0.760 100 15.0 LOS B 9.0 228.8 Full 1600 0.0 0.0 Approach 966 2.0 0.760 15.0 LOS B 9.0 228.8 i West:Taconic Dr i Lane 1d 185 2.0 694 0.266 100 8.4 LOSA 1.0 26.1 Full 1600 0.0 0.0 j Approach 185 2.0 0.266 8.4 LOS A 1.0 26.1 Intersection 1703 2.0 0.760 11.7 LOS B 9.0 228.8 Site Level of Service(LOS)Method:Delay&v/c(HCM 2010).Site LOS Method is specified in the Parameter Settings dialog(Site tab). Roundabout LOS Method:Same as Sign Control. Lane LOS values are based on average delay and v/c ratio(degree of saturation)per lane. LOS F will result if v/c>1 irrespective of lane delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes(v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used.Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity:Siegloch M1. HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 1 Copyright©2000-2017 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:SIX MILE ENGINEERING PA I Processed:Friday,April 21,2017 10:49:23AM Project: X:\projects\771702\Traffic\SIDRA\Taconic-Eagle Roundabout.sip7 Sky Mesa Subdivision Taconic Drive and Eagle Road Intersection Existing Traffic Count Obtained from East Ridge TIS, not available on other approaches Eagle Rd Taconic Dr S of Taconic W of Eagle Date Time NB SIB EB WB 10/21/2016 12:00 AM 1 12 10/26/2016 0 0 12:15 AM 2 13 0 2 12:30 AM 6 15 0 0 12:45 AM 1 15 0 1 01:00 AM 7 13 0 0 01:15AM 2 8 0 0 01:30 AM 3 19 0 0 01:45 AM 1 3 0 0 02:00 AM 1 6 0 0 02:15 AM 1 1 0 0 02:30 AM 1 1 1 1 02:45 AM 1 2 0 0 03:00 AM 2 0 0 0 03:15 AM 0 0 0 1 03:30 AM 0 1 0 0 03:45 AM 1 1 0 0 10/20/2016 04:00 AM 1 3 10/25/2016 1 0 04:15 AM 2 0 0 0 04:30 AM 2 1 0 0 04:45 AM 3 1 0 0 05:00 AM 5 6 0 1 05:15 AM 6 0 0 0 05:30 AM 20 6 1 0 05:45 AM 15 6 1 0 06:00 AM 22 4 0 0 06:15 AM 32 8 1 2 06:30 AM 43 12 7 1 06:45 AM 42 15 6 4 07:00 AM 52 18 8 4 07:15 AM 64 18 10 8 07:30 AM 92 28 18 8 07:45 AM 82 26 8 10 08:00 AM 94 14 7 9 08:15 AM 62 29 8 7 08:30 AM 56 18 16 12 08:45 AM 61 25 6 14 09:00 AM 34 26 14 12 09:15 AM 45 28 10 6 09:30 AM 38 34 7 4 09:45 AM 40 30 9 8 10:00 AM 41 36 6 8 10:15 AM 36 24 4 9 10:30 AM 32 35 8 12 10:45 AM 51 32 8 2 11:00 AM 29 30 10 7 11:15 AM 44 35 7 8 11:30 AM 51 44 11 9 11:45 AM 44 39 7 6 12:00 PM 41 54 14 6 12:15 PM 28 42 2 10 12:30 PM 40 38 4 12 12:45 PM 40 46 11 18 01:00 PM 34 44 8 14 01:15 PM 48 34 2 5 01:30 PM 32 34 12 10 01:45 PM 34 46 6 10 02:00 PM 30 34 5 3 02:15 PM 36 54 13 10 02:30 PM 55 42 3 6 02:45 PM 34 46 14 6 03:00 PM 28 40 4 4 03:15 PM 35 39 2 16 03:30 PM 41 63 12 3 03:45 PM 30 58 8 10 04:00 PM 28 68 8 13 04:15 PM 38 70 8 8 04:30 PM 38 66 6 11 04:45 PM 42 69 6 6 05:00 PM 50 86 18 6 05:15 PM 51 82 8 11 05:30 PM 33 72 6 10 05:45 PM 40 82 10 8 06:00 PM 56 74 6 10 06:15 PM 45 62 9 10 06:30 PM 60 57 7 8 06:45 PM 56 73 8 3 07:00 PM 54 54 3 5 07:15 PM 39 53 3 5 07:30 PM 33 52 3 2 07:45 PM 32 44 3 5 08:00 PM 22 34 4 3 08:15 PM 18 47 2 4 08:30 PM 31 47 3 6 08:45 PM 10 34 3 5 09:00 PM 11 33 1 0 09:15 PM 11 34 4 2 09:30 PM 6 26 1 2 09:45 PM 6 18 0 2 10:00 PM 9 22 0 3 10:15 PM 7 19 1 1 10:30 PM 5 16 0 1 10:45 PM 2 16 0 0 11:00 PM 6 16 1 0 11:15 PM 4 19 0 0 11:30PM 5 9 0 0 11:45 PM 1 10 1 0 2706 2919 453 469 `Existing Hourly Volumes Eagle Rd Taconic Dr S of Taconic Dr W of Eagle Rd Time NB SB EB WB 12:00 AM 10 55 0 3 01:00 AM 13 43 0 0 02:00 AM 4 10 1 1 03:00 AM 3 2 0 1 04:00 AM 8 5 1 0 05:00 AM 46 18 2 1 06:00 AM 139 39 14 7 07:00 AM 290 90 44 30 08:00 AM 273 86 37 42 09:00 AM 157 118 40 30 10:00 AM 160 127 26 31 11:00 AM 168 148 35 30 12:00 PM 149 180 31 46 01:00 PM 148 158 28 39 02:00 PM 155 176 35 25 03:00 PM 134 200 26 33 04:00 PM 146 273 28 38 05:00 PM 174 322 42 35 06:00 PM 217 266 30 31 07:00 PM 158 203 12 17 08:00 PM 81 162 12 18 09:00 PM 34 111 6 6 10:00 PM 23 73 1 5 11:00 PM 16 54 2 0 2,706 2,919 453 469 w" Existing[iourly llotume`Percenfages_ _ __ ' Eagle Rd Taconic Dr S of Taconic Dr W of Eagle Rd Time NB SB EB 12:00 AM 0.2% 1.0% 0.0% 01:00 AM 0.2% 0.8% 0.0% 02:00 AM 0.1% 0.2% 0.2% 03:00 AM 0.1% 0.0% 0.0% 04:00 AM 0.1% 0.1% 0.2% 05:00 AM 0.8% 0.3% 0.4% 06:00 AM 2.5% 0.7% 3.1% 07:00 AM 5.2% 1.6% 9.7% 08:00 AM 4.9% 1.5% 8 2% 09:00 AM 2.8% 2.1% 8.8% 10:00 AM 2.8% 2.3% 5.7% 11:00 AM 3.0% 2.6% 7.7% 12:00 PM 2.6% 3.2% 6.8% 01:00 PM 2.6% 2.8% 6.2% 02:00 PM 2.8% 3.1% 7.7% 03:00 PM 2.4% 3.6% 5.7% 04:00 PM 2.6% 4.9% 6.2% 05:00 PM 3.1% 5.7% 9.3% 06:00 PM 3.9% 4.7% 6.6% 07:00 PM 2.8% 3.6% 2.6% 08:00 PM 1.4% 2.9% 2.6% 09:00 PM 0.6% 2.0% 1.3% 10:00 PM 0.4% 1.3% 0.2% 11:00 PM 0.3% 1.0% 0.4% 0.48 0.52 1.00 Sky Mesa Subdivision Taconic Drive and Eagle Road Intersection 2020 Background+Off-site Hourly Volume Estimates Eagle Road Taconic Drive Hour SB NB Total EB WB 12:00 AM 81 15 96 0 0 01:00 64 19 83 0 0 02:00 15 6 21 2 4 03:00 3 4 7 0 0 04:00 7 12 19 2 4 05:00 27 68 95 5 8 06:00 58 205 263 35 55 07:00 133 428 561 110 173 08:00 127 403 530 92 145 09:00 174 232 406 100 157 10:00 188 236 424 65 102 11:00 219 248 467 87 138 12:00 PM 266 220 486 77 122 01:00 233 219 452 70 110 02:00 260 229 489 87 138 03:00 295 198 493 65 102 04:00 403 216 619 70 110 05:00 476 257 733 105 165 06:00 393 321 714 75 118 07:00 300 233 533 30 47 08:00 239 120 359 30 47 09:00 164 50 214 15 24 10:00 108 34 142 2 4 11:00 80 24 103 5 8 4,312 3,998 8,310 1,130 1,780 Skv Mesa Subdivision Taconic Drive and Eagle Road Intersection 2020 Background+Off-site+Site Hourly Volume Estimates Eagle Road Taconic Drive Hour SB NB Total EB WB 12:00 AM 83 15 98 0 0 01:00 65 20 84 0 0 02:00 15 6 21 4 4 03:00 3 5 8 0 0 04:00 8 12 20 4 4 05:00 27 69 96 8 8 06:00 59 209 268 58 56 07:00 136 437 572 184 176 08:00 130 411 541 155 148 09:00 178 236 414 167 160 10:00 191 241 432 109 104 11:00 223 253 476 146 140 12:00 PM 271 224 496 129 124 01:00 238 223 461 117 112 02:00 265 233 499 146 140 03:00 301 202 503 109 104 04:00 411 220 631 117 112 05:00 485 262 747 175 168 06:00 401 327 727 125 120 07:00 306 238 544 50 48 08:00 244 122 366 50 48 09:00 167 51 218 25 24 10:00 110 35 145 4 4 11:00 81 24 105 8 8 4,396 4,076 8,472 1,892 1,816 Sky Mesa Subdivision Taconic Drive and Eagle Road Intersection 2022 Background+Off-site Hourly Volume Estimates Eagle Road Taconic Drive Hour SB NB Total EB WB 12:00 AM 84 15 99 0 0 01:00 66 20 86 0 0 02:00 15 6 21 3 5 03:00 3 5 8 0 0 04:00 8 12 20 3 5 05:00 27 70 98 5 10 06:00 60 212 272 36 72 07:00 137 443 580 112 225 08:00 131 417 548 94 189 09:00 180 240 420 102 205 10:00 194 244 438 66 133 11:00 226 257 483 89 179 12:00 PM 275 228 502 79 159 01:00 241 226 467 71 143 02:00 269 237 505 89 179 03:00 305 205 510 66 133 04:00 417 223 640 71 143 05:00 492 266 757 107 215 06:00 406 331 738 76 154 07:00 310 241 551 30 61 08:00 247 124 371 30 61 09:00 170 52 221 15 31 10:00 111 35 147 3 5 11:00 82 24 107 5 10 4,458 4,132 8,590 1,150 2,320 Sky Mesa Subdivision Taconic Drive and Eagle Road Intersection 2022 Background+Off-site+Site Hourly Volume Estimates Eagle Road Taconic Drive Hour SB NB Total EB WB 12:00 AM 87 16 102 0 0 01:00 68 20 88 0 0 02:00 16 6 22 5 5 03:00 3 5 8 0 0 04:00 8 13 20 5 5 05:00 28 72 101 11 11 06:00 61 219 280 75 74 07:00 142 457 599 235 231 08:00 135 430 565 198 194 09:00 186 247 433 214 210 10:00 200 252 452 139 137 11:00 233 265 498 187 184 12:00 PM 284 235 518 166 163 01:00 249 233 482 150 147 02:00 277 244 521 187 184 03:00 315 211 526 139 137 04:00 430 230 660 150 147 05:00 507 274 781 224 221 06:00 419 342 761 160 158 07:00 320 249 569 64 63 08:00 255 128 383 64 63 09:00 175 54 228 32 32 10:00 115 36 151 5 5 11:00 85 25 110 11 11 4,598 4,262 8,860 2,420 2,380 Sky Mesa Subdivision Taconic Drive and Eagle Road Intersection 2020 Background + Off-site Warrant 1, Eight-Hour Vehicular Volume Eagle Taconic No. of Approach Lane 2 1 Condition A Minimum Warrant Volumes @ 70% 420 105 Condition B Minimum Warrant Volumes @ 70% 630 53 Meets Condition B Meets Condition A Interruption of Eagle Rd Taconic Minimum Vehicular Continuous Traffic Hour (Total) (EB) Volume @ 70% @ 70% 12:00 AM 96 0 No No 01:00 83 0 No No 02:00 21 2 No No 03:00 7 0 No No 04:00 19 2 No No 05:00 95 5 No No 06:00 263 35 No No 07:00 561 110 Yes No 08:00 530 92 No No 09:00 406 100 No No 10:00 424 65 No No 11:00 467 87 No No 12:00 PM 486 77 No No 01:00 452 70 No No 02:00 489 87 No No 03:00 493 65 No No 04:00 619 70 No No 05:00 733 105 No Yes 06:00 714 75 No Yes 07:00 533 30 No No 08:00 359 30 No No 09:00 214 15 No No 10:00 142 2 No No 11:00 103 5 No No 8,310 1,130 Hours per day met criteria 1 2 Warrant met NO NO \ \ c \ ui � « k 0 k � k \ § 6 � ` 0 0 . » @a § § k co o} o U. uj / ( 2 ) V) 2 yam) g w uj / } ° ) > \ } o u k ` / uj @ a mom §} # . 6 » / � «mil \ ± § 0 § z m § m ~ t § 0 e = 2 > 0 o a / + 0 f $ EA ■ > / LU 3 9 w � + f m > § LL § ¢ q o g ^ 0 0 0 § ? % % % \ 2 / R / (Hd)lwmo UVO a d GNno i m a mNo V Sky Mesa Subdivision Taconic Drive and Eagle Road Intersection 2022 Build-Out Background + Off-site Warrant 1, Eight-Hour Vehicular Volume Eagle Taconic No. of Approach Lane 2 1 Condition A Minimum Warrant Volumes @ 70% 420 105 Condition B Minimum Warrant Volumes @ 70% 630 53 Meets Condition B Meets Condition A Interruption of Eagle Rd Taconic Minimum Vehicular Continuous Traffic Hour (Total) (EB) Volume @ 70% @ 70% 12:00 AM 99 0 No No 01:00 86 0 No No 02:00 21 3 No No 03:00 8 0 No No 04:00 20 3 No No 05:00 98 5 No No 06:00 272 36 No No 07:00 580 112 Yes No 08:00 548 94 No No 09:00 420 102 No No 10:00 438 66 No No 11:00 483 89 No No 12:00 PM 502 79 No No 01:00 467 71 No No 02:00 505 89 No No 03:00 510 66 No No 04:00 640 71 No Yes 05:00 757 107 Yes Yes 06:00 738 76 No Yes 07:00 551 30 No No 08:00 371 30 No No 09:00 221 15 No No 10:00 147 3 No No 11:00 107 5 No No 8,590 1,150 Hours per day met criteria 2 3 Warrant met NO NO \ e \ e c \ ui j � k f \ § k � \o ui »f/ _ «�} E u \ / o \�} % ( k «z} § » ® 0 % } # 2 ? k \ i \ \UJ } S ° � k � ui � E > CD ®®® 0 Ln / & ui � © . © o 0 U. « (A § 0 fm @ © k f o 0 % o � 2 § 2 \ •¢ 3 o t \ \ :3 k M } ^ � o $ % � o 0 0 0 0 \ § ? % % % X / 0 J and)lwmo UVo dd UNno a:)INo d Sky Mesa Subdivision Taconic Drive and Eagle Road Intersection 2022 Build-Out Background + Off-site Warrant 1, Eight-Hour Vehicular Volume Eagle Taconic No. of Approach Lane 2 1 Condition A Minimum Warrant Volumes @ 70% 420 105 Condition B Minimum Warrant Volumes @ 70% 630 53 Meets Condition B Meets Condition A Interruption of Eagle Rd Taconic Minimum Vehicular Continuous Traffic Hour (Total) (EB) Volume @ 70% @ 70% 12:00 AM 99 0 No No 01:00 86 0 No No 02:00 21 3 No No 03:00 8 0 No No 04:00 20 3 No No 05:00 98 5 No No 06:00 272 36 No No 07:00 580 112 Yes No 08:00 548 94 No No 09:00 420 102 No No 10:00 438 66 No No 11:00 483 89 No No 12:00 PM 502 79 No No 01:00 467 71 No No 02:00 505 89 No No 03:00 510 66 No No 04:00 640 71 No Yes 05:00 757 107 Yes Yes 06:00 738 76 No Yes 07:00 551 30 No No 08:00 371 30 No No 09:00 221 15 No No 10:00 147 3 No No 11:00 107 5 No No 8,590 1,150 Hours per day met criteria 2 3 Warrant met NO NO 0 O N a--I O O cq Iq O O O 0 � a a N O 0 0 / � N Gi a W IL"N 0 _ 45 a 0 - 0. > i m S 02S U. y 0 OJ a u Z a w O U uj O 0 W > cc CL in i W O 0 - O W cr N N C �.. 0 O - p �:. z m U cc N i N .0 '> W rn Lr O V O Rf m -T- M 's. 0 LL V) �6 N O U — m d' m � N (HdA)3vyniOA H:)VONddV UNnOBISV3 as�INOJt/1 Sky Mesa Subdivision Taconic Drive and Eagle Road Intersection 2022 Build-Out Background + Off-site (2 WB approach lanes with no RT reduction) Warrant 1, Eight-Hour Vehicular Volume Eagle Taconic No. of Approach Lane 2 2 Condition A Minimum Warrant Volumes @ 70% 420 140 Condition B Minimum Warrant Volumes @ 70% 630 70 Meets Condition B Meets Condition A Interruption of Eagle Rd Taconic Minimum Vehicular Continuous Traffic Hour (Total) (WB) Volume @ 70% @ 70% 12:00 AM 99 0 No No 01:00 86 0 No No 02:00 21 5 No No 03:00 8 0 No No 04:00 20 5 No No 05:00 98 10 No No 06:00 272 72 No No 07:00 580 225 Yes No 08:00 548 189 Yes No 09:00 420 205 No No 10:00 438 133 No No 11:00 483 179 Yes No 12:00 PM 502 159 Yes No 01:00 467 143 Yes No 02:00 505 179 Yes No 03:00 510 133 No No 04:00 640 143 Yes Yes 05:00 757 215 Yes Yes 06:00 738 154 Yes Yes 07:00 551 61 No No 08:00 371 61 No No 09:00 221 31 No No 10:00 147 5 No No 11:00 107 10 No No 8,590 2,320 Hours per day met criteria 9 3 Warrant met YES NO O O N O O a--I O O O 0 r-i aQ E NCD i O •� ' W y t6= W U o 0 Q o LJ OO aCL N y co U. i w o O w Q ui E N- O U a > G1 G OLLI G U'f l7 i w 7 O - O U. W d' Q I- 00 z M O ell O dC a G 7 O cc N + 02 G V G1 tm i O V � 3 (C l3 = N O 0 O LL O O' N CL M "r O O O O O m M M Ct f'/1 N CM N N (HdA)3vmnlOA H:)VOMdd`d aNnO81S3M as LINO:)VI 2022 Build-Out Background + Off-site Taconic Drive and Eagle Road Intersection 2022 Build-Out Background + Off-site (1 WB approach lane with 25% RT reduction) Warrant 1, Eight-Hour Vehicular Volume Eagle Taconic No. of Approach Lane 2 2 Condition A Minimum Warrant Volumes @ 70% 420 105 Condition B Minimum Warrant Volumes @ 70% 630 53 Assumed right-turn volume reduction 25% Meets Condition B Meets Condition A Interruption of Eagle Rd Taconic Minimum Vehicular Continuous Traffic Hour (Total) (WB) Volume @ 70% @ 70% 12:00 AM 99 0 No No 01:00 86 0 No No 02:00 21 4 No No 03:00 8 0 No No 04:00 20 4 No No 05:00 98 8 No No 06:00 272 54 No No 07:00 580 169 Yes No 08:00 548 142 Yes No 09:00 420 154 No No 10:00 438 100 No No 11:00 483 134 Yes No 12:00 PM 502 119 Yes No 01:00 467 108 Yes No 02:00 505 134 Yes No 03:00 510 100 No No 04:00 640 108 Yes Yes 05:00 757 161 Yes Yes 06:00 738 115 Yes Yes 07:00 551 46 No No 08:00 371 46 No No 09:00 221 23 No No 10:00 147 4 No No 11:00 107 8 No No 8,590 1,740 Hours per day met criteria 9 3 Warrant met YES NO \ \ e c \ o W k E ? \ e k \ § � 3 ® A _ \ 0CC n » Qa +�. § & 1 ~ & § ? \ / U. W. \ \ / 0 � \ } m CD E yam\ a \ { 2 > > 0 U U \fig" © °�} 6 , § § . � 6 / k § ®7 0 z ro . 2 (D a / E ƒ e 0 0 / I \ ~ = m v § D Co / / :3 1 § � « o � cNr ° � 2 C _ o 0 0 0 0 § M § ? % % S 7 / 0 f } and)lnmo ¥o dd ONnomgm uo�No V Sky Mesa Subdivision Taconic Drive and Eagle Road Intersection 2022 Build-Out Background + Off-site + Site Warrant 1, Eight-Hour Vehicular Volume Eagle Taconic No. of Approach Lane 2 1 Condition A Minimum Warrant Volumes @ 70% 420 105 Condition B Minimum Warrant Volumes @ 70% 630 53 Meets Condition B Meets Condition A Interruption of Eagle Rd Taconic Minimum Vehicular Continuous Traffic Hour (Total) (EB) Volume @ 70% @ 70% 12:00 AM 102 0 No No 01:00 88 0 No No 02:00 22 5 No No 03:00 8 0 No No 04:00 20 5 No No 05:00 101 11 No No 06:00 280 75 No No 07:00 599 235 Yes No 08:00 565 198 Yes No 09:00 433 214 Yes No 10:00 452 139 Yes No 11:00 498 187 Yes No 12:00 PM 518 166 Yes No 01:00 482 150 Yes No 02:00 521 187 Yes No 03:00 526 139 Yes No 04:00 660 150 Yes Yes 05:00 781 224 Yes Yes 06:00 761 160 Yes Yes 07:00 569 64 No No 08:00 383 64 No No 09:00 228 32 No No 10:00 151 5 No No 11:00 110 11 No No 8,860 2,420 Hours per day met criteria 12 3 Warrant met YES NO 0 0 N O O i-I O O O � r-1 W W aQ i i f6 O O 0 0 W v p a a G m S LL 'L O 0 W O l0 Q H (D -„ H J a Z E > a� o w ..<;' w LL N Q N G 0 O O - p V Q Z m O W (� + y C = 7 w= � 00 w- !C 0 i N O + <6 � E , O O W 9 m tSf M = i i Di LL Uf 'p N O V r O O O O O m O O O O lV V 04 i - Fa (HdA)3wmOA HJdONddv aNnO91SV3 as JINO:)VI