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Home My WebLink AboutLOFTS AT CAMPUS WEST (THE) - PDP/FDP - 28-97 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYHCS: Unsignalized Intersections Release 2.1d - Page 1 --------------- ------ ---'------------------------------ Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ------- Streets: (N-S) city park ------------"-- (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... mjd Date of Analysis.......... 10/ /91 Other Information......... am pm 1997 short long bkgrd total Two-way Stop -controlled Intersec ion Northbound Southbound Eastbound Westbound L T R L T R L T R 1 L T R �__-_ ____ ______-_ -__- _-______ No. Lanes 0 1.< 0 0 > 1 0 -___ ---- 0 0 0 i---- ___- ---- 1 0 > 0 < 0 Stop/Yield N; N; Volumes 305 401 35 305 25 30 PHF .95 .951 .95 .95 .95 .95 Grade 0 0 0 MC's (%) SU/RV's (%); CV's (%) PCE's 11.10 -----------1---------------------------------------------------- :1.10 1.10 ---- Adjustment Factdrs Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) __________________________________________________________________ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d _-Page _2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 342 Potential Capacity: (pcph) 929 Movement Capacity: (pcph) 929 Prob. of Queue -Free State: 0.96 -------------------------------------------------------- Step 2: LT from Major Street S6_-__-------NB ___________________________________________ Conflicting Flows: (vph) 363 Potential Capacity: (pcph) 1151 Movement Capacity: (pcph) 1151 Prob. of Queue -Free State: 0.96 TH Saturation Flow Rate: (pcphpl) 1100 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.96 -------------------------------------------------------- Step 4: LT from Minor Street WS EB ________________________________________________________ Conflicting Flows: (vph) 700 Potential Capacity: (pcph) 416 Major LT, Minor TH impedance Factor: 0.96 Adjusted Impedance Factor: 0.96 Capacity Adjustment Factor due to Impeding Movements 0.96 Movement Capacity: (pcph) ________________________________________________________ 3398 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (peph)(sec/veh) (veh) ----- (sec/veh) --------- -------- ------ ------ ------ ------- WB L 29 3396 > ------- 579 7.0 0.4 B 7.0 WB R 35 929 > SB L 41 1151 3.2 0.0 A 0.3 Intersection Delay = 0.7 sec/veh HCS: Unsignalized Intersections Release"2.1d Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst. .................. mjd Date of Analysis........ 10/25/97 Other- Information....... .am pm 1997 short lon bkgrd total Two-way Stop -controlled I section Northbound Southbound Eastbound Westbound L T R L T R L T R L T R -_--____ -___ ---- �___- --__ ____--_- ____ ________ No. Lanes 0 1 < 0 0 > 1 0 0 ____ 0 0 0 > 0 < 0 Stop/Yield N; N Volumes 170 35i 25 220 15 20 PHF .95 .951 .95 .95 .95 .95 Grade 0 0 0 MC's (%) SU/RV's CV's (%) PCE's :1.10 i --------------------------------------------------------------------- ;1.10 1.10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------- --------------------------------------------------- Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2-id Worksheet for TWSC intersection ------------------------------------------- Step 1: RT from Minor Street WB Conflicting Flows: (vph) 198 Potential Capacity: (pcph) 1099 Movement Capacity: (pcph) 1099 Prob. of Queue -Free State: 0.98 -------------------------------------------- Step 2: LT from Major Street SB -------------------------------------------------- Conflicting Flows: (vph) 216 Potential Capacity: (pcph) 1353 Movement Capacity: (pcph) 1353 Prob. of Queue -Free State: 0.98 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.98 -------------------------------------------------- Step 4: LT from Minor Street WB -------------------------------------------------- Conflicting Flows: (vph) 456 Potential Capacity: (pcph) 576 Major LT, Minor TH Impedance Factor: 0.98 Adjusted Impedance Factor: 0.98 Capacity Adjustment Factor due to Impeding Movements 0.98 Movement Capacity: (pcph) -------------------------------------------------- 562 Page 2 EB NB EB Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) ______ (pcph) (pcph)(sec/veh) ______ _____________ (veh) _______ _____ (sec/veh) --------- ________ WB L 18 562 > 774 4.9 0.0 A 4.9 WB R 23 1099 > SB L 29 1353 2.7 0.0 A 0.3 Intersection Delay = 0.5 sec/veh HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-25-1997 Center For Microcomputers In Transportation HCM: SIGNALIZED iNTERSECTION SUMMARY Version 2.4d 10-25-1597 ----------------------------------------------------------------------- Center For Microcomputers In Transportation Streets: (E-W) elizabeth (N-S) city park ___________________ ----------------------------------------------------------------------- Streets: (E-W) elizabeth (N-S) city park Analyst: Matt Area Area Type: Other File Name: - 5-97 am Pm Analyst: Matt File Name- 1997 short long bkgrnd total Area Type: Others-97 am pm ___ Comment: 1997 short long bkgrnd tota Eastbound Westbound ; Northbound Southbound ____________________ L T R L T R L T R; L T R Eastbound I Westbound I Northbound Southbound ___ ; L T R L T R L T R L T R No. Lanes ; 1 2 < ; 1 2 < ; 1 1 < ; 1 1 < -- No. Lanes-1-- -2 < ----'---- ---- ----'---- ---- ---I---- ; 1 2 < ; 1 1 < --- ---- ; 1 1 < Volumes ; 100 795 10 295 50; 30 55 45; 75 50 Volumes ; 125 665 90; 70 830 90; 165 130 60; 90 80 160 PHF or PK15; 0.12.0 951 0.9510.95 0.12.0 0.95i12.0 12.0 0.55;0..0 .95 0.95 PHF or- PK15;0.95 0.95 0.9510.95 0.95 0.95;0.95 0.95 0.9510.95 0.95 0.95 12.0 Lane W (ft);12.0 12.0 ;12.0 12.0 ;12.0 12.0 120 ;12.0 12.0 Grade 0 0 0 0 Lane W (ft);12.0 12.0 ;12.0 12.0 1I2.0 12.0 ;12.0 12.0 % Heavy Veh; 1 1 1; 1 1 1; i 1 1; 1 1 1 Grade 0 0 0 ; 0 Parking 1(YIN) N 1(Y'IN) N ;(YIN) N ;(Y/N) N % Heavy Veh; 1 1 11 1 11 1 1; 1 1 1 Bus Stops ; 0; 0; 0; 0 Parking ;(YIN) N ,(Y/N) N ;(YIN) N ;(YIN) N Con. Peds ; 0; 0; ' 0; 0 Bus Stops ; 0; 0; 0; 0 Ped Button ;(YIN) Y 11.5 s';(Y/N) Y 11.5 s;(YIN) Y 17.5 sl(YIN) Y 17.5 Con. Peds 0; 0; 0; 0 Arr Type 3 3 3 3 3 3 3 3 Ped Button ;(YIN) Y 11.5 s;(YIN) Y 11.5 s;(YIN) Y 17.5 s;(YIN) Y 17.5 RTOR Vols 0; 0; 0; 0 Arr Type 3 3 3 3 ; 3 3 3 3 Lost Time ;1.00 3.00 3.00; 1.00 3.00 3.0011.00 3.00 3.0011.00 3.00 3.00 RTOR Vols ; 0; 0; 01 0 Prop. Share; ; Lost Time 11.00 3.00 3.0011.00 3.00 3.00;1.00 3.00 3.0011.00 3.00 3.00 Prop. Prot.; hare;-----------------'---------------------------- Prop. Share;-------------- -------------- -------------- -------------- Prop. Prot.. Signal Operations ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4; 5 6 7 d Phase Combination 1 2 3 4; S 6 7 8 EB Left * ;NB Left * EB Left * ;NB Left Thru * ; Thru * Thru * ; Thru Right' ; Right * Right * ; Right Peds * ; Peds * Peds * ; Peds W6 Left * ;S6 Left * W6 Left * ;SB Left Thru * Thru * Thru * Thru Right * Right * Right * Right Peds * Peds * Peds * Peds NB Right ;EB Right NB Right ;EB Right SB Right ;WB Right SB Right ;WB Right Green 33.OP ;Green i7.0A Green 34.6P ;Green 15.4A 'fellow/AR 5.0 ;Yellow/AR 5.0 Yellow/AR 5.0 ;Yellow/AR 5.0 Cycle Length: 60 secs _______________________________________________________________________ Phase combination order: #1 #5 Cycle Length: 60 secs Phase combination order: #1 #5 Intersection Performance Summary -------------------------------------------------------------------- Intersection Performance Summary Lane Group: Mvmts Cap Adj Sat VIc g/C Flow Ratio Ratio Delay Approach: LOS Delay LOS Lane Group: Adj Sat v/c g/C Approach: _____ _____ ___ _____ ___ Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 633 1027 0.166 0.617 3.2 A 4.4 A ----- ----------- EB L 145 ----- ----- ---- 226 0.908 0.643 39.7 --- ----- D 6.8 --- B TR 2175 3728 0.417 0.583 4.5 A TR 2254 3695 0.370 0.610 3.9 A WB L 178 288 0.062 0.617 - 3.0 A 3.6 A WB L 228 355 0.324 0.643 3.4 A 4.1 A TR - 2129 3649 0.130 0.583 3.6 .A TR 2261 3707 0.450 0.610 4.2 A NB L 398 i136 0.080 0.350 8.4 6 9.4 B NB L 218 675 0.797 0.323 24.4 C 17.3 C TR 556 1755 0.189 0.317 9.6 B TR 520 1792 0.385 0.290 11.2 B SB L 473 1352 0.245 0.350 9.0 6 9.4 B SB L .278 860 0.342 0.323 10.3 B 11.7 8 TR 560 1768 0.236 0.317 9.3 B TR 491 i693 0.513 0.290 12.2 B Intersection Delay = 5.4 sec/veh intersection LOS = 8 Intersection Delay = 8.5 sec/veh Intersection LOS = B Lost Time/Cycle, L= __________________-- 4_0 sec Critical v/c(x) = __-______-__-___________________-__--___--____ 0.353 Lost Time/Cycle. L = _______________________________________________________________________ 2.0 sec Critical v/c(x) = 0.871 APPENDIX G I HCS: Unsignalized Intersections Release 2.1d Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0373 Streets: (N-S) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... mjd Date of Analysis.......... 10/25/97 Other Information......... am ® 1997 short long bkgrd total Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R; L T R L T R �_--- ---- ____ __-____- ---_ ____i____ ____ _-__---- ____ ---- No. Lanes 0 1 < 0 0 > 1 0 0 0 0 0 > 0 < 0 Stop/Yield ; NI N Volumes 299 321 31 303 19 PHF .95 .95; .95 .95 .95 .95 Grade 0 0 0 MC's (%) SU/RV's (%) CV's (%) I PCE's ;1.10 ; :1.10 1.10 ------------------------------------------------------------------ Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) __________________________________________________________________ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignaiized intersections Release 2.1d Page 2 ------------- Worksheet for TWSC intersection -------------------------------------------------------- Step 1: RT from Minor Street WS Ee Conflicting Flows: (vph) 332 Potential Capacity: (pcph) 940 MovementCapacity: (pcph) 940 Prob. of Queue -Free State: 0.97 Step2 LT fromMajorStreet ---------- N6 --- - -------------SB Conflicting Flows: (vph) 349 Potential Capacity: (pcph) 1169 Movement Capacity: (pcph) 1169 Prob. of Queue -Free State: 0.97 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.96 -------------------------------------------------------- Step 4: LT from Minor Street WS E8 --- - --------------------------------------------- Conflicting Flows: (vph) --- 684 Potential Capacity: (pcph) 425 Major LT, Minor TH impedance Factor: 0.96 Adjusted impedance Factor: 0.96 Capacity Adjustment Factor due to Impeding Movements 0.96 Movement Capacity: (pcph) ------------------------------------------------------- 409 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) -------- ------ ------ ------------- ------- ----- (sec/veh) --------- WS L 22 409 > 511 6.5 0.2 B 6.5 WB R 31 940 > SB L 36 1169 3.2 0.0 A 0.3 Intersection Delay = 0.6 sec/veh HCS: Unsignalized Intersections Release 2.1d Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ----------------------------------------------------------------------- ----------------------------------------------------------------------- Streets: (N-S) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst_ ................ mjd Date of Analysis.......... 10/25/97 Other Information........ am pm 1997 short long bkgrd total Two-way Stop -controlled In rsection Northbound I Southbound Eastbound Westbound L T R ; L T R L T R L T R �---- ---- ----'---- ----------- No. Lanes .0 1 < 0 1 0 > 1 0 0 ---------- ---- ---- 0 0 0 > 0 < 0 Stop/Yield N; N; ' Volumes 167 31; 25 211 8 15 PHF .95 .951 .95 .95 .95 .95 Grade 0 0 0 MC's (%) SU/RV's (%); CV's (%) PCE's ;1.10 _________________________________________-_________-___________________ :1.10 1.10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) __________________________________________________________________ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized intersections Release 2.1d Page 2 Worksheet for TWSC Intersection ----------------- 7------------------------- Step 1: RT from Minor Street W8 Conflicting Flows: (vph) 192 Potential Capacity: (pcph) 1107 Movement Capacity: (pcph) 1107 Prob. of Queue -Free State: 0.98 ------------------------------------------- Step 2: LT from Major Street _____________________________ -----_--_-__SB Conflicting Flows: (vph) 209 Potential Capacity: (pcph) 1363 Movement Capacity: (pcph) 1363 Prob. of Queue -Free State: 0.98 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.98 ------------------------------------------- Step 4: LT from Minor Street WB ------------------------------------------- Conflicting Flows: (vph) 440 Potential Capacity: (pcph) 569 Major LT, Minor TH Impedance Factor: 0.98 Adjusted Impedance Factor: 0.98 Capacity Adjustment Factor due to Impeding Movements 0.98 Movement Capacity: (pcph) ------------------------------------------- 575 EB Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement ________ (pcph) ______ (pcph) (pcph)(sec/veh) ______ ______ _______ (veh) _______ _____ (sec/veh) _________ W8 L 9 575 > 646 4.4 0.0 A 4.4 WB R 18 1107 > SB L 29 1363 2.7 0.0 A 0.3 Intersection Delay = 0.4 sec/veh HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-25-1997 Center For Microcomputers In Transportation Streets: (E-W) elizabeth y park Analyst: Matt File Name: Area Type: Other _ 10-25-91 am pm Comment: 1997 short ong bkgrnd total Eastbound Westbound ; Northbound I Southbound : L T R L T R L T R L T R ---- --- ---- ---- ---- ---: ---- ---- ---- --- ---- --- No. Lanes 1 2 < 1 2 c 1 1 < 1 1 < Volumes 99 768 49; 10 198 47: 28 52 441 102 73 44 PHF or PK15:0.95 0.95 0.9510.95 0.95 0.95;0.95 0.95 0.95:0.95 0.95 0.95 Lane W (ft)112.0 12.0 :12.0 12.0 ;12.0 12.0 112.0 12.0 Grade 0 0 - 0 : 0 % Heavy Veh; 1 1 1: 1 1 1; 1 1 11 1 1 1 Parking :(Y/N) N :(Y/N) N ;(Y/N) N ;(Y/N) N Bus Stops : 0; 0: 0: 0 Con. Peds 0; 0: 0: 0 Ped Button ;(YIN) Y 11.5 s;(Y/N) Y 11.5 s;(Y/N) 'f 17.5 s:(Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 3 3 RTOR Vols 0: 0: 0: 0 Lost Time 11.00 3.00 3.00�1.00 3.00 3.00:1.00 3.00 3.00:1.00 3.00 3.00 Prop. Share; : Prop. Prot.: _______________________________________________________________________ Signal Operations Phase Combination 1- 2 3 4 1 5 6 7 8 EB Left * BNB Left Thru * Thru Right * Right Peals * ; Peds WB Left * :SB Left Thru * Thru Right * J Right Peds * Peds ,K N8 Right :EB Right SB Right :WB Right Green 33.OP :Green 17.OA Yellow/AR 5.0 ;Yellow/AR 5.0 Cycle Length: 60 secs Phase combination order: 41 45 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c aiC Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS _____ ____ _______ _____ _____ _____ ___ _____ --- EB L 641 1039 0.162 0.617 3.2 A 4.4 A TR 2175 3728 0.415 0.583 4.5 A WB L 179 291 0.061 0.617 3.0 A 3.6 A TR 2132 3655 0.127 0.583 3.6 A NB L 411 1174 0.071 0.350 8.4 B 9.3 B TR 555 1753 0.1-82 0.317 9.6 B SB L 478 1365 0.224 0.350 8.9 6 9.4 B TR 562 1776 0.2i9 0.317 9.8 B Intersection Delay = 5.3 sec/veh intersection LOS B Lost Time/Cycle. L = 4.0 sec Critical v/c(t) = 0.344 ----------------------------------------------------------------------- HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-25-1997 Center For Microcomputers In Transportation Streets: (E-W) elizabeth (N-S) city park Analyst: Matt File Name: Area Type: Other 10-25-97 am pm Comment- 1997 short ong bkgrnd total Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 1 2 < 1 2 < 1 1 < 1 1 Volumes 120 664 90: 68 828 83; 165 128 591 86 80 156 PHF or PK1510.95 0.95 0.9510.95 0.95 0.95�0.95 0.95 0.95:0.95 0.95 0.95 Lane W (ft):12.0 12.0 112.0 12.0 112.0 12.0 ,12.0 12.0 Grade 0 0 0 0 % Heavy 'Veh; 1 1 1: 1 1 11 1 i 1; 1 1 1 Parking :(Y/N) N ;(Y/N) N ;(Y/N) N ;(}'/N) N Bus Stops 0: 0: 0; 0 Con. Peds 01 0: 0: 0 Ped Button :(Y/N) Y 11.5 s;(Y/N) 'f 11.5 s;(Y/N) Y 17.5 s;(Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 3 3 RTOR Vols : 01 0; 0: 0 Lost Time I1.00 3.00 3.0011.00 3.00 3.0011.00 3.00 3.00:1.00 3.00 3.00 Prop. Share: Prop. Prot.: : _________________________________________-_____________________________ Signal Operations Phase Combination 1 2 3 4; 5 6 7 8 EB Left * ;NB Left Thru * Thru Right * Right Peds * Peds WB Left * :S8 Left Thru * Thru Right * Right Peds * Peds NB Right :EB Right SB Right :WB Right Green 33.OP :Green 17.OA Yellow/AR 5.0 :Yellow/AR 5.0 Cycle Length: 60 secs Phase combination order: 41 45 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: A.dj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS _____ ____ _______ _____ _____ _____ ___ _____ --- EB L 140 227 0.900 0_ 617 39.5 0 9.0 B TR 2155 3695 0.387 0.583 4.4 A WB L 214 347 0.336 0.617 4.0 A 4.7 A TR 2165 3711 0.465 0.583 4.7 A N8 L 253 722 0.689 0.350 16.0 C 13.0 B TR 567 1792 0.347 0.317 10.3 B S8 L 315 699 0.289 0.350 9.3 B 10.6 B TR 537 1695 0.462 0.317 11.1 8 intersection Delay = 8.0 sec/veh intersection LOS = B Lost Time/Cycle, L = 2.0 sec Critical v/c(x) = 0.824 APPENDIX F HC'3: llnsignalized Intersections Release 2.1d Paqe Center For- Microcomputers in Transportation University of Fiorida 512 Weil Hall Gainesville, FL 32611-2063 Ph: (904) 392-0378 ------------------ __________________------- __________________ Streets: (N-S.) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... mjd Date of Analysis.......... 10/25/97 Other Information ...... ...am Pm 1997 short long bk:grd total Two-way Stop -con tr olied Intersection Northbound I Southbound Eastbound I Westbound L T R L T R; L T R i L T R �_-__ __-_ _____--_ ____-_______ ____ _____-_ No. Lanes 0 1 < 0 0 > 1 0 0 0 0 0 > 0 < 0 Stop/Yield N; N; Volumes 210 40� 35 215 25 30 PHF .9 .91 .9 .9 .9 .9 Grade 0 0 ' 0 MC's (%) SU/RV's (%); i CV`s (%) ; PCE`s ;1.10 - :1.10 1.10 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up Maneuver __________________________________________________________________ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor- Road 6.50 3.40 HCS: Unsignalized Intersections Release 2-Id Page 2 Worksheet for TWSC Intersection ------------------------------------------- Step 1: RT from Minor Street WB Conflicting Flows: (vph) 255 Potential Capacity: (pcph) 1026 Movement: Capacity: (pcph) 1023 Prob. of Queue -Free State: 0.96 -------------------------------------------------------- Step 2: LT from_ Major_ Street SB NB _ Conflicting Flows: (vph) 271 Potential Capacity: (pcph) 1265 Movement Capacity: (pcph) i265 Prob. of Queue -Free State: 0.97 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State:- _______________________----------------0.96 Step 4: LT from Minor Street__-___ ---_____--_-_ WBEB ____________________________ _---_- Conflicting Flows: (vph) -----_--_-_ 533 Potential Capacity: (pcph) 520 Major LT, Minor TH Impedance Factor: 0.96 Adjusted Impedance Factor: 0.96 Capacity Adjustment Factor due to Impeding Movements 0.90 Movement Capacity: (pcph) ________________________________________________________ 499 intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) ______ ______ ______ ______________ _____ (sec/veh) _________ WB L 31 499 > 690 5.8 0.3 B 5.3 WB R 36 1028 > SB L 43 1265 2.9 0.0 A 0.4 Intersection Delay = 0.6 sec/veh HCS: Unsignalized intersections Release 2.1d Page Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ______ -_-_____-___ _ _ _ Streets: (N-S) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... mjd - Date of Analysis......... 10/25/97 Other Information........ am pm 1997 sh or-t long bkgrd total Two-way Stop -controlled In r_=.ection --- =----------- ----____ Northbound Southbound Eastbound Westbound L T R L T R- L T R L T R No. Lanes 0 1 < 0 ; 0 > 1 0 ; 0 0 0 0 > 0 0 Stop/Yield N; N; Volumes 115 35; 25 155 15 20 PHF .9 .9; .9 .9 .9 - .9 Grade 0 0 0 MC's (%) SU/RV's (%) CV's (%) PCE's :1.10 :1.10 1.10 _______________________________________________________________________ Adjustment Factors Vehicle Critical Follow-up Maneuver __________________________________________________________________ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right. Turn Minor- Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor- Street .WB EB Conflicting Flows: (vph) 146 Potential Capacity: (pcph) 1165 Movement Capacity: (pcph) 1165 Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 2: LT from Major- Street-_-_- SBNB ____________________________ Conflicting Flows: (vph) __________---_ 167 Potential Capacity: (pcph) 1427 Movement Capacity: (pcph) 1427 Prod. of Queue -Free State: 0.98 TH Saturation Flow Rate: (pephp i) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prod. of Queue -Free State ___________________ ___________________0.98 Step 4: LT from Minor Street _____________ WB EB -------------------------------------------------------- Conflicting Flows: (vph) - 343 Potential Capacity: (pcph) 666 Major LT, Minor TH Impedance Factor: 0.98 Adjusted Impedance Factor: 0.98 Capacity Adjustment Factor due to Impeding Movements 0.98 Movement Capacity: (pcph) ________________________________________________________ 650 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) ________ _____ ______ _______ ------- (sec/veh) W8 L 19 550 > _____ --------- 863 4.4 0.0 A 4.4 WB R 24 1165 > SB L 31 1427 2.6 0.0 A 3.4 Intersection Delay = 0.6 sec/veh HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-25-1997 Center For Microcomputers In Transportation Streets: (E-W) elizabeth (N-S) city park Analyst: Matt File Name: Area Type: Other ' -25-97 em pm Comment: 1997 short long bkgrnd total Eastbound Westbound I Northbound Southbound L T R L .i R L T R L T R ---- ------- ---- --- --- ---- No. Lanes 1 2 < 1 2 < ; 1 1 < 1 1 < Volumes 75 550 35; 10 145 35; 20 40 35; 80 55 35 PHF or PK15;0.90 0.90 0.90;0.90 0.90 0.90:0.90 0.90 0.90:0.90 0.90 0.90 Lane W (ft)112.0 12.0 ;12.0 12.0 ;12.0 12.0 ;12.0 12.0 Grade 0 0 0 ; 0 % Heavy Veh; 1 1 1; 1 1 1; 1 1 1; 1 1 1 Parking ;(Y/N) N ;(Y/N) N ;(Y/N) N ;(Y/N) N Bus Stops 0; 0; 0; 0 Con. Peds 0� 0; 0; 0 Ped Button !(Y/N) Y 11.5 s;('Y/N) Y 11.5 s;(Y/N) 'Y 17.5 s;(Y/N) Y 17.5 Arr Type 3 3 3 3 _ 3 3 3 RTOR Vols 0i 0; 0; 0 Lost Time ;1.00 3.00 3.00;1.00 3.00 3.00:1.00 3.00 3.00;1.00 3.00 3.00 Prop, Share; Prop. Prot.; _______________________________________________________________________ Signal Operations Phase Combination 1 2 3 4: 5 6 7 a EB Left * ;NB Left Thru x Thru Right * Right Peds * Peds WB Left 156 Left Thru * Thru Right * Right Peds ` Peds NB Right :EB Right SB Right IWB Right Green 33.OP ;Green 17.OA Yellow/AR 5.0 ;Yellow/AR 5.0 Cycle Length: 60 secs Phase combination order: N1 #5 -------------------------- ------------------------------------- Intersection Performance Summary Lane Group: Adj Sat V/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS _____ ____ _______ _____ _____ _____ ___ _____ --- EB L 712 1154 0.117 0.617 3.1 A. 4.0 A TR 2175 3729 0.314 0.583 4.1 A WB L 297 482 0.037 0.617 2.9 A 3.5 A TR 2130 3652 0.099 0.583 3.6 A NB L 479 1368 0.046 0.350 8.3 6 TR 554 1749 0.150 0.317 9.5 8 SB L 499 1425 0.178 0.350 8.8 8 9.2 B TR 561 1771 0.178 0.317 9.6 B Intersection Delay = 5.1 sec/veh Intersection LOS = 6 Lost Time/Cycle. L = 4.0 sec Critical vjc(sj = 0.263 _______________________________________________________________________ HCM: SIGNALIZED INTERSECTION SUMMARY 'Version %.4c 10-25-1997 Center For Microcomputers In Transoort_'ion Streets: (E-W) elizabeth (N-S) city pa-k. Analyst: Matt File Name: Area Type: Other -25-97 am pm Comment: 1997 short long bkgrnd total Eastbound Westbound Norchbo_.d Southbound L T R L T R L T R ' L T R 1 --- ---- --- ---- - -- ----I---- - -----'---- ---- ---- No. Lanes 1 2 < ; 1 2 < 1 1 1 1 < Volumes 90 475 65; 50 590 65! 120 95 45; 65 60 115 PHF or PK15!0.90 0.90 0.90:0.90 0.90 0.90;0.90 0.90 i.9010.90 0.90 0.90 Lane W (ft);12.0 12.0 ;12.0 12.0 ;12.0 12.0 ;12.0 12.0 Grade 0 0 0 0 % Heavy Veh; 1 1 1; 1 1 1; 1 1 1; 1 1 1 Parking ;(Y%N) N ;(Y/N) N ;(Y/N) N ;(Y/N) N Bus Stops 0; 0; 0; 0 Con, Peds 0; 0� 0; 0 Ped Button ;(Y/N) Y 11.5 s;(Y/N) 'Y 11.5 s;(Y/N) Y i- 5 s;(Y/N) Y 17.5 Arr Type 3 3 3 3 3 3 3 3 RTOR Vols 0; 0; 0; 0 Lost Time :1.00 3.00 3.0011.00 3.00 3.0011.00 3.00 °..00;1.00 3.00 3.00 Prop. Share; ; Prop. Prot.; , ________________________________________________________-______________ Signal Operations Phase Combination 1 2 3 4; 6 7 8 EB Left * ;NB Left Thru * Thru ` Right * Right Peds * Peds ' WB Left * ISB Left ' Thru " Thru Right Right ' Peds K Peds NB Right ;EB Right SB Right jWB Right Green 33.OP ;Green 17.:=. Yellow/AR 5.0 ;Yeiiow/A.K 5-- Cycle Length: 60 secs Phase combination order: 4! =5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v%c g/C Approach: Hvmts Cap Flow Ratio Ratio _alay LOS Delay I_VS _____ ___________ _____ _____ _____ ___ _____ --- ER L 252 409 0.396 0.617 4. A 4.1 A TR 2155 3695 0.292 0.583 4.1 A WB L 333 540 0.166 0.617 3.2 A 4.2 A TR 2162 3707 0.353 6.583 4.1. A NB L 317 905 0.420 0.350 i0.i B 10.1 8 TR 567 1791 0.275 0.317 i0.0 B SB L 365 1042 0.197 0.350 B.E B 10.0 6 TR 537 1696 0.363 0.317 �0.4 B Intersection Delay = 5.7 sec/veh i-:ersection LOS = B Lost Time/Cycle. L = 2.0 sec Critical v/c(--i -.4'35 _______________________________________________________________________ APPENDIX E HCS: Unsignaiized intersections Release 2.ld Page 1 Center For- Microcomputers In Transportation University of Florida 51,'_ Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 - - - — -- ------ - ---- — - --- --- -- ----- ---- -- - ------ --- - — --- ---- -- --------------- Streets (N-S) city park (E-W) --------------- site access Major- Street Direction.... NS Length of Time Analyzed__. 6ii (min) Analyst ................... mjd _Date of Analysis.......... i0/25/97 Other Information......... am 1997 short long bkgrd iota! ,pm Two-way Stop -controlled Inter tion Northbound Southbound Eastbound Westbound L T R L T R L ____ T R L T R --__---- ____ ---- �___- ____ ___----- -_-_ ____ No. Lanes 0 i < 0 1 0 1 0 0 ___- 0 0 0 > 0 < 0 Stop/Yield N; N Volumes 204 32; 31 210 19 27 PHF .9 .9; .9 .9 .9 .9 Grade J J 0 MC's (%) SU/RV's (%); C V's (%) PCE's L 1O --------------------------------------------------------------- :1.10 1.10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ____________________________________________ ___-__-_--__--_ Left Turn Major- Road 5-00 2.10 Right Turn Minor Road- 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignaiized intersections Release 2.1d Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 245 Potential Capacity: (pcph) 1040 Movement Capacity: (pcph) 1040 Prob. of Queue -Free State: 0.91 --------------------------------------------------------- fromStreet Step-------------------------------------------------------- SB NB _Major _---____-_ Conflicting Conflicting Flows: (vph) _--_ 263 Potential Capacity: (pcph) 1285 Movement Capacity: (pcph) 1285 Prob. of Queue -Free State: 0.97 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.97 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 512 Potential Capacity: (pcph) 535 Major LT, Minor TH Impedance Factor: 0.97 Adjusted Impedance Factor: 0.97 Capacity Adjustment Factor due to Impeding Movements 0.97 ' Movement Capacity: (pcph) ________________________________________________________ 517 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (peph)(sec/veh) (veh) ______ _______ _______ _____ ('sec/veh) --------- ________ ______ ______ WB L 23 517 > 1135 5.3 0.2 B 5.3 WB R 33 1040 > SB L .,, 1285 2.9 0.0 A. 0.4 intersection Delay = 0.6 sec/veh HCS: Unsignalized Intersections Release 2.1d Page Center For Microcomputers In Transportation University of Florida 512 Weil Hall tiainesville. FL 32611-2083 Ph: (904) 392-0378 -------------------------"-------------------------------------------- Streets: (N-S) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... mjd Date of Analysis.......... 0%25/97 sh Other Information ........ .am pm 1997 ort long bkgrd total Two-way Stop -controlled I rsection ---1 Northbound _bound_=,==Southbound--'== Eastbound -_-,_-Westbound _-- Nor I_ T R L T R L T R L T R lobo_ ____ ___-____ ____ ________ ____ ________ ____ _--- No. Lanes ; 0 1 < 0 0 > 1 0 0 0 0 0 > 0 < 0 Stop/Yield N; N Volumes 111 31; 25 149 ; 8 15 PHF .9 .9; .9 .9 .9 .9 Grade 0 0 i 0 MC's (%) SU/RV's (%)' CV's (%) i PCE's ;1.10 ; ;1.10 1.10 ----------------------------------------------------------- ------- -- Adjustment Factors Vehicle Critical Follow-up Maneuver cap (tg) Time (tf) __________________________________________________________________ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: IUnsignaiized Intersections Release 2.1d Page 2 Worksheet for TWSC intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 140 Potential Capacity: (pcph) 1176 Movement Capacity: (pcph) i176 Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 2: LT from Major_ _ -_Street - - _____________________ - _ __- SB NB Conflicting Flows: (vph) 157 Potential Capacity: (pcph) 1443 Movement Capacity: (pcph) 1443 Prop. of Queue -Free State: 0.98 TH Saturation Flow Rate: (pcphpl) i,•00 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.98 ---------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 334 Potential Capacity: (pcph) 678 Major LT, Minor TH impedance Factor: 0.98 Adjusted impedance Factor: 0.98 Capacity Adjustment Factor due to Impeding Movements 0.98 Movement Capacity: (pcph) _________________________boob_-___-_____________________ 662 Intersection Performance Summary Avg_ 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (peph)(sec/veh) (veh) ______ __boob _______ _______ _____ (sec/veh) --------- ________ ______ WB L 10 662 > 928 4.0 0.0 A 4.0 WB R i9 1176 > SB L 31 1443 2.5 0.0 A 0.4 Intersection Delay = 0.5 sec/veh HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-25-1997 Center For Microcomputers In Transportation Streets: (E-W) (E-W) elizabeth (N-S) city park Analyst: Matt File Name: Area Type: Other- 10-25-97am pm Comment: 1997 shor long Q kgrnd total Eastbound Westbound Northbound Southbound L T R L T R L T R L T R �____ ____ ___-__-_ __-_ __----__ ____ _____-_i_ ____ ---- No. Lanes 1 2 < ; 1 '2 < 1 1 < 1 1 < Volumes 71 547 351 7 141 34; 20 37 32; 73 52 32 PHF or PK1510.90 0.90 0.90:0.90 0.90 0.90;0.90 0.90 0.90:0.90 0.90 0.90 Lane W (ft);12.0 12.0 112.0 12.0 I12.0 12.0 ;12.0 12.0 Grade 0 0 0 0 % Heavy Veh; 1 1 1; 1 1 1; 1 1 i; 1 1 1 Parking ;(Y/N) N ;(Y/N) N - ;(Y/N) N ;(Y/N) N Bus Stops 0; 0; 0; 0 Con. Peds 0; 0; 0; 0 Fed Button ;(Y/N) 'Y 11.5 s;('Y/N) 'Y 11.5 s;(Y/N) Y 17.5 s;(Y/N) Y 17.5 Are Type 3 3 1 3 3 3 3 3 3 RTDR Vols i 0; 0; 0; 0 Lost Time ;1.00 3.00 3.00:1.00 3.00 3.0011.00 3.00 3.00;1.00 3.00 3.00 Prop. Share; Prop. Prot.; _______________________________________________________________________ Signal Operations Phase Combination 1 2 3 4; 5 6 7 8 EB Left * ;NB Left Thru * Thru Right * Right Peds * Peds WB Left * ;SB Left Thru * Thru Right * Right Pads * Peds N8 Right ;EB Right SB Right ;WB Right Green 33.OP ;Green 17.OA 'fellow/AR 5.0 ;Yellow/AR 5.0 Cycle Length: 60 secs Phase combination order: 41 #5 _______________________________________________________________________ Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ____ _______ _____ _____ _____ ___ _____ --- EB L 716 1165 0.i10 0.617 3.1 A 4.0 A TR 1175 3728 0.312 0.583 4.1 A W6 L 299 465 0.027 0.617 2.9 A 3.5 A TR 2130 3652 0.096 0.583 3.6 A N6 L 466 1388 0.045 0.350 8.3 B 9.2 B TR 554 1749 0.i39 0.?17 9.5 B SB L 506 1447 0.160 0.350 8.7 B Q.2 6 TR 561 1773 0.167 0.317 9.6 B Intersection Delay = 5.1 sec/veh intersection LOS B Lost Time/Cycle. L = 4.0 sec Critical v/c(x) = 3,255 _______________________________________________________________________ HCM: SIGNALIZED INTERSECTION SUMMARY Version ?.4d 10-25-1997 Center- For Microcomputers in Transportation ---------------- Streets: (E-W) elizabeth (N-S) city park Analyst: Matt File Name: Area Type: Other 10-25-97 am pm _ Comment: 1997 short _ long-bkgrnd total =- ------------ ----------------------- Eastbound 'Westbound Northbound Southbound L T R L T R L T R L T R ---- - -- ----'---- - - - --- --- --- ---- ---- ---- No. Lanes 1 2 "i < 1 1< 1 1< Volumes 86 473 65: 49 589 59; 118 91 42; 61 57 Ill PHF or PK15;0.90 0.90 0.90:0.90 0.90 0.90:0.90 0.90 0.90:0.90 0.90 0.90 Lane W (ft);12.0 12.0 ;i2.0 12.0 ;12.0 12.0 ;12.0 12.0 Grade 0 - 0 0 0 % Heavy Veh; 1 1 i; 1 1 1; 1 1 1; 1 1 1 Parking I(Y/N) N ;(Y/N) N ;(Y/N) N �(Y/N) N Bus Stops 0; 0; 0; 0 Con. Peds 0; 0; 0; 0 Fed Button ;('Y/N) Y 11.5 s;(Y/N) f 11.5 s;(Y/N) 'Y 175 s;(Y/N) Y 17.5 Arr Type ss 3 3 3 3 3 3 RTOR Vols 0; 0; 0; 0 Lost Time ;1.00 3.00 3-00:1.00 3.00 3.00:1.00 3.00 3.00;1.00 3.00 3.00 Prop. Shares Prop. Prot. , i 1 I ------------------------------------ c__-__________________-____________ Signal Operations Phase Combination 1 2 3 4; -5 6 7 8 EB Left * ;NB Left Thru * Thru Right * Right Peds * Peds WB Left * :SB Left Thru 1tl Thru Riaht * Right Peds * Peds N8 Right :EB Right SB Right ;WB Right Green 33.11P ;Green i7.OA Yellow/AR 5.0 ;Yellow/AR 5.0 Cycle Length: 60 secs Phase combination order: #1 #5 ._____________________________________________________________________ Intersection Ferformance Summary Lane Group: Adj Sat v/r g/C Approach: Mvrnts Cap Flow Ratio Ratio Delay LOS Delay LOS _____ ____ _______ _____ _____ _____ ___ _____ --- EB L 251 416 0.374 0.617 4.1 A 4.1 A TR 2155 3694 0.291 0.563 - 4.1 A WB L 334 542 O.i62 0.617 3.2 A 4.1 A TR 2165 3711 0.349 0.583 4.3 A NB L 327 9.>5 0-400 0.350 10.0 B 9.9 6 iR 567 1792 0 261 0.317 9.0 8 S6 I. 375 10;11 0.i3i 0.350 8.6 B 9.9 b TR 5:37 i695 0.347 0.317 10.3 B Intersection Delav = 5.6 sec/veh intersection LOS = 8 Lost Time/Cycle, L = 2-0 sac Critical v/c(x) = 0.384 APPENDIX D eoVrG -3 l-r�PJ�d�1'�•-- 30 ��w TRCSC) - z F F N •. 7 Z 72 �BL) >z 14-c) ,-�)P � - i 6 p(-= Ak LOAD, V-Ac-r0 F- < /. Z Z- o — a t I�UV1E ( Multimodal Transportation Level of Service Manual LOS Standards for Development Review - Bicycle a Figure 7 Bicycle LOS Worksheet level of service -connectivity nwinnan actual proposed base connectivity: C 8 specific connections to priority sites: description of applicable destination area within 1,320' including address C S 0, Est aF destination area classification (see text) IIEIEIEI P. 20 City of Fort Collins Transportation Master Plan Multimodal Transportation Level of Service Manual LOS Standards for Development Review - Pedestrian Figure 6. Pedestrian LOS Worksheet project location classification: ?&DES-rFIj4,V IlST(-lC—T (enter as many as apply) FLI ID ID description of applicable destination area within 1,320' including address or- -5Nic"-05 5-r2cGT 5 C'AAA?0S �fi st 5cl �Ag�55-n{ destination area level of service (minimum based on project location classification) classification (see text)un mo r FI s<an q— tong. �NgYr7UTr nlvinnun A A r% 4 A actual � A proposed /,� B Q I larm-MIMIUMIMIN Invinnnn actual proposed n19➢n111111 xnrd proposed p• CS City of Fort Collins Transportation Master Plan APPENDIX C HCS: Unsignalized Intersections Release 2.id Page I Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ---------------------- Streets: (N-S) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... mjd Date of Analysis .......... 10/% i9 Other Information....._... am pm 1997 short long bkgrd 'total Two-way Stop -controlled Inters io Northbound Southbound Eastbound I Westbound L T R L T R L T R L T R �____ ___- ___----- ____ __------ ____ __-_i---__ ___- ---- No. Lanes 0 i < 0 , 0 > 1 0 0 0 0 0 > 0 < 0 Stop/Yield N1 N Volumes 189 32I 31 201 19 27 PHF .9 .9; .9 .9 ; .9 .9 Grade 0 0 0 MC's (%) I , SU/RV's (%)! CV's (%) PCE's 1.10 ;1.10 1.10 ----------- -- ----------------------------- ----- ---- - ------------ Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ----------- --------------------------------------------------- Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor- Road 6.50 3.40 HCS: Unsignalized intersections Release 2.1d Worksheet for TWSC intersection -------------------------------------------------------- Step 1: RT from Minor Street WB F_B -------------------------- Conflicting Flows: (vph) ------------------ — 228 Potential Capacity: (pcph) 1061 Movement Capacity: (pcph) 1061 Prob. of Queue -Free State: 0.97 -------------------------------------------------------- Step - LT from MajorStreet S8 N6 ________________________________________________________ Conflicting Flows: (vph) 246 Potential Capacity: (pcph) 1309 Movement Capacity: (pcph) 1309 Prob. of Queue -Free State: 0.97 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) i Major LT Shared Lane Prob. of Queue -Free State: 0.97 -------------------------------------------------------- Step 4: LT from Minor Street WB EB ----------------------- -------------------- Conflicting Flows: (vph) --------- 485 Potential Capacity: (pcph) 555 Major LT, Minor TH Impedance Factor: 0.97 Adjusted Impedance Factor: 0.97 Capacity Adjustment Factor due to Impeding Movements 0.97 Movement Capacity: (pcph) ________________________________________________________ 537 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement -------- (pcph) (pcph) (pcph)(sec/veh) ______ ______ _______ (veh) _______ _____ (sec/veh) _________ WB L ------- 23 537 > 75,' 5.1 u. i 8 5.1 WB R 33 1061 SS L .,' 1309 2.8 0.0 A O.d intersection Delay = 0.6 seciveh Page-2 HCS: Unsignalized Intersections Release 2-id Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... mjd Date of Analysis........ /25%9 Other Information -------- am pm 1997 short long bkgrd total Two-way Stop -controlled In rs ec do Northbound Southbound Eastbound Westbound L T R L T R L T R L T R ____ ____,____ -___ ____,____ ____-_______ No. Lanes 0 1 < 0 0 > 1 0 0 0 0 0 > 0 < 0 Stop/Yield N; N Volumes 109 31: 25 137 a 15 PHF .9 Gi.9 Grade 0 0 0 MC's (%) SU/RV's (%); ; CV's (%) PCE's :1.10 :1.10 1.10 ---------- ------------------------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------ Gap (tg) ----------------------- Time (tf) ---------------------------- Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Let+ Turn Minor Road 6.50 3.40 HCS: Unsignalized intersections Release 2.1d Page 2 Worksheet for TWSC intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) i38 Potential Capacity: (pcph) i179 Movement: Capacity: (pcph) 1179 Prob. of Oueue-Free State: 0.98 ------------------------------------------------------- Step 2: LT from Major Street SB NB -- -- ---------------------------- Conflicting Flows -- 155 Potential Capacity: (pcph) 1446 Movement Capacity: (pcph) 1446 Prob. of Queue -Free State: 0.98 TH Saturation Flow Rate: (pcphpi) 1700 RT Saturation Flow Rate: (pcphpi) Major- LT Shared Lane Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 4: LT from Minor Street we EB -------------------------------------------------------- Conflicting Flows: (vph) 318 Potential Capacity: (pcph) 693 Major LT, Minor TH Impedance Factor: 0.98 Adjusted impedance Factor: 0.90 Capacity Adjustment Factor due to Impeding Movements 0.98 Movement Capacity: (pcph) __.______________________________________________________ 677 Intersection Performance Summary Avg, 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (peph)(sec/veh) (veh) ________ ______ ______ ______ _______ _______ _____ (sec/veh) _________ WB L 10 677 > 939 4.0 0.0 A 4.0 WB R 19 1179 > SB L 31 1446 2.5 0.0 A 0.4 Intersection Delay = 0.5 sec/veh HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-25-1997 Center For Microcomputers In Transportation Streets: (E-W) elizabeth (N-S) city park Analyst: Matt File Name: Area Type ier 10-25-4_7 am pm Comment: i99i short long bkgrnd total Eastbound ; Westbound Northbound Southbound L T R L T R 1 L T R , L T R No. Lanes 1 2 < ; 1 2 < ; 1 1 ; 1 1 < Volumes 67 516 33 7 133 32I i9 35 30 69 49 30 PHF or PK150.90 0.90 0.90�0.90 0.90 0.9010.90 0.90 0.90;0.90 0.90 0.90 Lane W (ft);12.0 12.0 12.0 12.0 ;12.0 12.0 :12.0 12.0 Grade 0 0 0 0 % Heavy Veh; 1 1 1; 1 1 1; 1 1 1; 1 1 i Parking ;(Y/N) N ;(Y/N) N ;(Y/N) N ;(Y/N) N Bus Stops 0; 0; 0; 0 Con. Peds 0; 01 0; 0 Fed Button ;(Y/N) 'f 11.5 s;(Y/N) Y 11.5 s;(Y/N) 'f 17.5 s;('t/N) Y 17.5 Arr Type 3 3 3 3 3 3 3 3 RTGR Vols 0; D; 0; 0 Lost Time �1.00 3.00 3.00; i.00 3.00 3.00;1.00 3.00 3.00;1.00 3.00 3.00 Prop. Share; ; Prop. Prot.; ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * ;NB Left Thru * Thru Right * Right Peds ` Peds WB Left * ;56 Left Thru " Thru Right * Right Peds * Peds NB Right DEB Right SB Right ;WB Right Green 33.OP ;Green 17.OA 'fellow/AR 5.0 ;Yellow/AR 5.0 Cycle Length: 60 secs Phase combination order: #1 #5 _______________________________________________________________________ Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ____ _______ _____ _____ _____ ___ _____ ___ EB L 734 1190 0.101 0.617 3.0 A 4.0 A TR 2175 3728 0.294 0.583 4.1 A. WB L 328 529 0.025 0.617 2.9 A 3.5 A TR 2130 3652 0.091 0.563 3.6 A NB L 494 1412 0.042 0.350 6.3 6 9.2 B TR 555 1752 0.130 0.317 9.4 B S6 L 513 1465 0. 150 0.350 8.7 6 0.1 B TR 562 1774 0.155 0.317 1.5 8 intersection Delay = 5.0 sec/veh Intersection LOS A Lost Time/Cycle. L = 4.0 sec Critical Vic(N) = 0.240 _______________________________________________________________________ HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-25-1997 Center For Microcomputers In Transportation Streets: (E-W) elizabeth (N-S) city park Analyst: Matt File Name: Area Type: her - 10-25-97 am pm Comment: 997 short long bkgrnd total Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ----I---- --------'---- --------'---- --- -- No. Lanes 1 2 < 1 2 < 1 1 < 1 1 Volumes 81 446 61 46 556 56; 111 86 401 58 54 105 PHF or PK15;0.90 0.90 0.90; 0.90 0.90 0.90; 0.90 0.90 0.90;0.90 0.90 0.90 Lane W (ft);12.0 12.0 ;12.0 12.0 ;12.0 12.0 ;12.0 12.0 Grade 0 0 0 0 % Heavy Veh; 1 1 i; 1 1 1; 1 1 1; 1 1 1 Parking ;(Y/N) N �(Y/N) N ;(Y/N) N ;(Y/N) N Bus Stops 0; 0; 0; 0 Con. Peds 0; 0; 0; 0 Ped Button ;(Y/N) Y 11.5 s;(Y/N) 'f 11.5 sj(Y/N) Y 17.5 s;(Y/N) 'f 17.5 Arr Type 3 3 3 3 ; 3 3 3 3 RTGR Vols 0; 0; 0; 0 Lost Time ;1.00 3.00 3.00:1.00 3.00 3.00;1.00 3.00 3.00:1.00 3.00 3.00 Prop. Share; ; Prop. Prot.' ' -- --- ------ Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * ;NB Left Thru * - ; Thru Right * ' Right Peds * - Peds WB Left * ;58 Left Thru * Thru Right * Right Peds * Peds NB Right ;EB Right SB Right ;WB Right Green 33.O1p ;Green 17.0A Yellow/AR 5.0 ;Yellow/AR 5.0 Cycle Length: 60 secs Phase combination order: #1 #5 _______________________________________________________________________ Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ____ _______ _____ _____ _____ ___ _____ --- EB L 278 451 0.324 0.617 3.8 A 4.0 A TR 2155 3694 0.275 0.583 4.0 A WB L 36i 586 0.141 0.617 3.1 A 4.1 A TR 2165 3711 0.330 0.583 4.2 A NB L 338 966 0.364 0.350 9.7 B 9.8 B TR 568 1793 0.247 0.317 9.9 B SB L 386 1104 0.166 0.350 8.7 B 9.8 8 TR 537 1695 0.330 0.3i7 i0.2 8 Intersection Delav = 5.5 sec/veh Intersection LOS = B Lost Time/Cycie, L = 2.0 sec Critical v/c(:<) = 0.338 APPENDIX B CITY Or FORT C&jlA IRWIN OPERATIONS SYSTEM USIGN AAQ MOMITQRIx ........ W"ek), S.1y fa, 'Yelot of .. 191,11 ... ................... 11: ]A P, I — ............... — . ... ........ —1. sts: NOMOM114 14: 000I001111402 . . ............. I..... _— Comald: at TNT CoLLI,S ClKI,ty: I 411YER LOC&tiwg CITY PKAK KID Fkl?MTII Stermaloomi; fdIMMMIL; Tall. A"aft: 1.1 ,Mt-U.th ............. ...... .. .............. . I .. ........ ....... ............... S a 7 a 9 Will .......... XWay wMaT," IT. SIMI . Man T, KID T,u TH ul ..... .... ..... A,,. A,. at ;03 ..... ..... 44 ...... 44 a N:OQ 34 11 31 0 0:110 so to 10 a U:ft 5 5 3 a 05:00 4 A 0 O&Z" is is is n O?:QD v 52 v a 011!00 00 138 134 a Gaza in in in a 10:00 121 126 126 0 It:= 124 12A 124 a 12:92 tx JOB its Ix 0 13:00 m 238 762 IS? a I':DO 179 174 US 0 15:00 m m 201 0 16:110 ne 216 216 0 11:00 771 771 211 a 18:00 2*4 201 2" 0 19:00 20 IN IN a 14:00 215 215 215 0 21,40 153 153 153 0 22:00 ITS 175 I's 0 23:00 122 122 in a 74:00 75 I'S is a . . Total, ....................... ..... ..... ..... ..... ----- ----- . 2m ilia . ... .. . ... - - --------- ----------------------- V29 - -------- ------ 32111 a 4 A., 11.6 U.6 4 ." Tie, 10.6 U.4 M 1111c AT MKIM "M 17:00 12:00 Naeg, Rover Marm, m c6aftt . 1" 206 - P. MaK M&K, 0:00 MITI am. wone turT, ft C., ..................... IRS 234 - .... ...... — CITY W FORT COLLINS TE"FFIC OPETIATIONIS SYSIFN O[Sillme &W molviloal" 11-00.1996 ... "VeMly sultry F., wm of Mco,,wear, A. Is% ... ..... .......... ---------- ........... . ............ 11:311 Pv I File! n1I N0011. MM ........ . .......... ............................ ......... St.: ODOM1140, to: calloomild . ........... CoMMITI: 01 ClWT0Y#l: FORT COILLIXS CdWW LMIREA ImAtIGM: EUIABETW C/O CITY PARK IMESTIMN imr/c 1-1 Flaralit: La,W! Llll-f t ......... .... 1-1-11 10 .......... .. ...................... < 5 6 . ............. ............. 1 9 a . ----------- ........... 3,11, .. W6.y ....... WMa T;m Sun .. Mel, I. Wd ..... .... ..... TW FYI Sat ... ..... Avv. Aq. ....... 169 ... as a 43 43 43 4 "Too is 12 is a 20 20 20 0 N:m 23 23 07!00 a? 311 I a 00:00 272 71,17 0 02:W ns m 0 10:0 3" 11so a 11:00 174 310 JIB 0 I?:= . am W, Iiis 619 a 13:60 750 621 686 606 0 14: M 635 636 636 a Is! (TO "S 615 64S Q lfitw 614 am 680 0 17:W 10 10 743 a 19:00 723 793 193 a 12:40 922 622 $92 a 70:00 633 623 631 a PUDO $72 570 570 a 22:00 544 5u 544 a 23:00 463 46) 492 0 24:00 747 ... 747 247 0 Total, ............ ..... 81356 ?m .................. - ..... ..... ..... - - ................... ------------- .......................... 9147 ....... 9?42 .......... a le AYq wkd" 02.7 34.1 I, A'g OMY 82.7 30.1 An Peak Ior Note a— 12:00 12!00 X`,N, None Xnw m Coot . 430 601 P" "t4t, III NIPMM KITTY 111:60 13:011 XMIIY Men. fteKe P" Camt --------- ............. 793 621 -------------- - .............. . .................................... .... -------- ..... . - za'd 90S6-v9v-0L6 dgz:zl LS-GE-des co'd 9096-val'-OL6 dgz:zt Les-oc-day Sep-30-97 12:12P 970-484-9508 P.02 111001H CITY OF SORT Colt [NJ 12:16:12 TWFtC aWMTIDM CITV or $URI colt [in SYSTEN OESM AND MMITORIK IKAl,IC QKFATIOM SYSID DESIGN WO MONITORIM 110.274-611, 1 09-1996 %-* reeky Smog FU veilk Of MGMff 4, 19" Il:n Fg I ............. -- ------------------ . ... .................... . ............................ K .I, site Sixema" newt 714: Allmall.p" St.; MGMIIIOS IS: OMCMIIA caiAelfi: at :jt,)TUAf: ;OR? -*Jtl*S cility: L"Mot Site 10 114, We Start, Ae. 4, lose we,, aeallar: City POK SIO rLIZAACTM ADMITMINKIAND N,mml: Lift I"Ta I El 12AS11" Kea E,A,e Mar 10, less Sul .I,: I I W. 2 w,,D CITY PAa Adj. Factor 1.00 .11 ."1" .... ........ 1.1. 1 CASTsioge), 4MI, 01, S A, Olvift 0, 2 ............................ 19 A 5 . . ... . ... ......... ...................... 6 1 1 9 zaily ad., ...... I .. ............. . .............. . ............... I ... ....... rim S,A, ft,, I.. "it Ift Fri set Avg. .0. A.O. Ir AM Tur "WO T1,j IH Sit S,ei 0.11, WAW *erid Starts A 5 6 1 4 1 to A.q. 4'. A., 11:00 12 12 12 0 . ........... . ................ .......... 0 HA lit 3344 b D 0, 83 )&:= I L a Aa Q 43 )S!OO 0 0 4 is M is is 29 28 MOO 9 0 5 Y 56 % )?:M is is is a 6 lit IYT V:w so 56 % 9 1 591 Sol "I MOD 71 79 13 0 5 525 573 5" 10:00 60 GO 60 a 9 462 42 442 11:00 0 65 65 a to 371 311 M 12:00 126 Its IN 174 0 11 Sol See 551 551 13,00 it, i49 163 163 0 17M 717 611 02 "2 14:00 135 125 in a 1 636 636 636 MDO i's 145 145 0 2 503 US Sal 16:00 US 161 its 9 3 121 521 "1 11:00 ISM 199 199 a to AN As, 16:00 200 7w 200 a 5 SIR 5m 570 19:013 149 149 149 a 6 "A 594 S94 ": 00 11*9 109 log 0 7 �4 124 V, 6 10 MOO a - go 86 0 9 313 315 315 22:00 10 to I'll lot Sol ISM 541 Is a 11 M if, 115 24:00 23 71 73 0 .... . ..... .... . ..... ..... ..... .. .. .. ..... ..... ..... ....... ... ... ....... TOTALS 13" W, 9210 9210 .Qtak. 165A 575 1943 1943 a ......... ......................... .. ....... -------- ............ .. .... . .................................... .... .... Avg WO 62.0% 39.36 1,kney Intel: 9979 Avg 00 Go.ch )9. A ryiq total: 0 % Avg viols, oi. I n.s t A's oil ft. 1 29.6 An peek 11:00 Q1:00 6raft total: "M c.t sm Sol 0 pet. .r W". '10`0 17:00 12:c0 ftre We No,,, AR COW - 179 119 P% F,ft 12:00 12:40 C.t let 611 AN P.IK .1 Agne flft 18:01) 13; OD Me" '"A"t N" ••.............. ------- m (0i,,t ...................... ISO lie .. .... ................... ....... ..... ....... .. 10"d 13096-Vat-01.6 dSz:zl Ls -OE -day Site faG : City of Fort Collies Traffic Oeenbons City of Fart Collins traffic ONrroons P$ Streit: City Park City Pori PAGE: 1 Sl to C041 . 0000011e PAGE: I Fi Strut: Eivama:e i1LE: 114-1-96 N-S Strait: city Perk FILE. 114.1-96 E•9 Street: Elizabeth eletmar : Clear/Cold bveNents by: Primary DATE. 11INS5 Nmatur : Clear/fold Ibvesmis by: PIImary DATE: IMAM Pike PF.iOO ,WLYSIS FOR THE PERIOD. 12:DO PN - 1:00 PR PEm PERIM AMYSIS FOB THE PERIOD; 4:30 PN - 5:30 PN DIRECTION START P At NR ........... VOINS ........... ...... PERCENTS ....... OIRECTIOlt START POI( HR ........... VOWNES ........... ...... PERCENTS FROM ----------- PFee HIM _---------------- F46e FedS Allen Teru Left Total Poll -------------- ..------------- Pilot TAru left Floor! Flat HOUR ---- ---------- -------- FACTOR Pill Right fnra aft Total Peds ....... Might TIVO Left North 11 OO Pit 0.86 0 61 3S 63 fit - 11 22 40 ......... Norte 1:30 PI -------- --------------- _.--- --------- --------------- Mll 0 15 Q 11 210 --- - 36 30 34 East v 00 Pit 5.93 D 94 495 49 136 I5 18 A lest 4:30 PR u.BR i 81 Sa a5 122 - 11 SO 9 Soute 12:00 PN OX 0 is SIT 43 129 - 21 40 33 South 4:30 PN 0.15 0 59 AR IDS 253 - 23 14 43 Sell 12:00 PN 0.29 0 44 462 AR 114 - 1 19 14 lest Ma Pit 6.93 6 SA 396 51 506 - 12 18 10 Entire Intersection Entire Intersection Norte 12:00 PN 0.15 0 61 35 63 159 - as 22 40 Norte 4:20 PN 108 0 16 13 11 210 - 36 30 11 imt 3.13 0 34 495 49 am 6 is 8 East 4.88 1 41 516 65 122 - II do 9 South 0.91 0 35 51 43 129 - 21 40 33 South 0.15 0 59 85 109 253 - 23 34 43 as( 0.83 0 44 482 88 614 - 1 13 14 lest 0.93 0 Si lu 5t 508 - 12 18 10 City Park ; N City Park ; N .......... S ...--...-. 5 •••233 .. ; ;.. 217•••• (PeaS I 0 ; 61 35 ; 63 ............: -.---------------• 0 [Peas ] [PeAS J 0 ; 76 63 ; 71 ;............. 1 [Peas— 7 . ................. . ................. ; - - - 159 _'— __ 94 .................. .................. , - 210 .......... 599 .......... 791 ; ... Elizabeth 638 495 ... Elizabeth 722 576 aft -' — 49 51 65 482 b14, Elizabeth ... 396 506 Elizabeth .-- ............ 580 .......... ------------' , 526 .......... as -- --- t29 ---- ...........-...... 59 -- -- 253 --- .... .............. (Peas I f, ............ 43 ; 51 35 ; 0 (Peas 1 (Peas 7 0 ; ...... .. ; 109 ; 85 ; 59 ; 0 [Petls I 128 167 .. ..........., . City Park ...... -• . City Park 90'd 9096-V9b-OL6 d9Z=Zt L6-O£-daS 90'd 9096-1,9C-OL6 d9Z-ZT L6-OE-dmS MATTHEW J. DELICH , P.E. 2272 GLEN HAVEN DRIVE LOVELAND,CO 80538 TABULAR SUMMARY OF VEHICLE COUN ► S ODae .Toy Date /o x'// 7 Day '%Ui"%/1/{V City /2,1 "/ C�G<.6vS R = RiOm tum 5 = STM,gm INTERSECTION OF (: % / •'/I A' 4 AND 6" LL Z /1 /:' .: s'// L = Lett tum TIME BEGINS •Imm SOUTH TOTAL �� R S I L TOW Soutft TOTAL Want TEam � tmm NORTH tmm EAST from w=S R I S L Total R I S I L 7oW R S L TOW II71isI /I Ilul °/13 :' u8`/ I/.�.I�S /ILL I/a,'>t;I1Gl;'h 113/q 11398 t - 116 I 71 ul 33 II ro IA 1 /7 N 50 I G =-1 / I /o 19 /:'/I/GI'"">' N/83 1123.? II I/f11o1:3 116 71/01i5 158 11 71%/11 3ti I I S)I/ l :":0/A/ 11/79 II If I '/ 1 7 1 .'< / 11 7 7 1 9 1 t 9 d °i n 1 7 1`/!/ 1 `/ 17 115'1 ' 11 1 7 0 II A/ 0 II I I II I II I I I I II II 1301'/.1 lK 7119711>o 13 51171 7 q 11.13 k 3j o3 I 71 13 3151616 71/ 6 11 7FP' 11/0zo I I I I I I U I I I I I I I N II II I I I I I II I I t I I I I I I II I I I I I I I I I I II II II I I I I I I I I I I I I II I I I I I N I I I I I I IIIII II pNN II I II I II III I I 1 f- 1 17 1 rlo /3 /0'/1I /7I 34 7 Y 113P0 • //1/01/ "17 110 /?15A 747 7 II S/3sa//7/ 13),51•/,L'i 7 I //% /v9/ / I/ Ilo13`11�51/lti 133 / 111/ 0 11 1)71 Ito.-,7 1194' 11I 3 / IIv/c /: 7 y0 6It111:L31Sy /1'/'/619 11fZ 701= •LI _ � i I : • 1 fI •�-= 1 `.gym=3 m 3 y I � : 4. .m-.o � II i w I o II 0 at ----------------- A t _ m v _ � I m I _ S U I LL I _.__ 10 ____ I I i APPENDIX A Table 5 Long Range Background Traffic Peak Hour Operation Intersection Elizabeth/City Park (signal) City Park/Site Access (stop sign) WB LT/RT SB LT Overall Table 6 Level of Service AM PM B B A B A A A A Long Range Total Traffic Peak Hour Operation Level of Service Intersection AM PM Elizabeth/City Park (signal) B B City Park/Site Access (stop sign) WB LT/RT A B SB LT A A Overall A A AM/PM 0 1�15 1 /� 8/ i 97 � n tD to t0 47/83 -F-198/828 10/68 99/120 768/664 uO oo m 49/90 co � + N 1n LONG RANGE BACKGROUND PEAK HOUR TRAFFIC Figure 7 Cn 0 N N N AM/PM Rounded to the Nearest 5 Vehicles. � /30V/// 15 15/25j Y } �, �Site%� a L� o R- o "' ^ " 50/90 - 200/830 /r 10/70 ELIZ 100/125 -7 770/665 u) 0 0 50/90 MLO LONG RANGE TOTAL PEAK HOUR TRAFFIC Figure 8 20%-25% ---No ---------- 4� 55%-60% N TRIP DISTRIBUTION Figure 3 AM/PM 1/2--/I f SITE GENERATED PEAK HOUR TRAFFIC Figure 4 0 e 0 A& N NO SCALE Y Q a a W SITE PLAN I Figure 2 ft 1 AM/PM 0 \N �- N 15/27 r— 8/19 C > o rn 32/56 —133/556 /-- 7/46 67/81 --o� ) } I 516/446 — 2 5! 33/61 o'Lon Existing Driveway A N RECENT PEAK HOUR TRAFFIC Figure 1 1A Figure 1 shows the peak hour traffic counts at the Elizabeth/City Park, and site access intersections. Only turning movements related to the existing site driveway were counted at the access. The existing access serves some uses to the south, such as the McDonald's Restaurant. Raw count data is provided in Appendix A. This intersection operates acceptably as indicated in Table 2. Calculation forms are provided in Appendix B. This area is served by Transfort Routes 2, 3, and 11. Each route provides 30 minute headways. Routes 2 and 11 operate about 12 hours a day and Route 3 operates about 16 hours a day. There are transit stops on many nearby corners within 1320 feet of the site. Appendix C show the LOS Worksheets for the bicycle and pedestrian modes. Future level of service for these modes will be acceptable. Existing transit level of service is D, however, future level of service will be B. A calculation sheet is provided in Appendix C. Figure 2 shows the site plan for the Lofts at Campus West. As shown, access to the site will be from City Park Avenue. This is an existing, paved driveway. There are two accesses from this driveway which serve the commercial area to the south, primarily the McDonald's Restaurant. The trip distribution used in these analysis is shown in Figure 3. Figure 4 shows the site generated peak hour traffic at the key 'intersections. Figure 5 shows the short range background traffic at the key intersections. Figure 6 shows the short range total peak hour traffic at the key intersections. This is the sum of the site generated plus the background traffic. The key intersections will operate acceptably with background and total traffic as indicated in Tables 3 and 4, respectively. Calculation forms are provided in Appendices D and E. Figure 7 shows the long range background traffic at the key intersections. Figure 8 shows the long range total peak hour traffic at the key intersections. Tables 5 and 6 show the long range background and total peak hour operation. Calculation forms are provided in Appendices F and G. The key intersections will operate acceptably. It is concluded that the Lofts at Campus West will meet acceptable levels of service for transit, pedestrian, bicycle, and motor vehicle transportation modes. The number of trips that this development will introduce into the area street network will be minimal. �kk __ ..r 01) LO MEMORANDUM o co 'co • o o TO: John Donaldson, Timberline Property Management Carl Glaser, Glaser Associates cc O o Brian Shear, Shear Engineering �j rn Eric Bracke, Fort Collins Traffic Engineer • X. Fort Collins Planning Department z a ;— FROM: Matt Delich w J DATE: October 28, 1997 • > T(^ W o SUBJECT: The Lofts at Campus West traffic study 0) (File: 9779MEM1) o z w = p rn The Lofts at Campus West is proposed to be located east w W of City Park Avenue and north of West Elizabeth Street in Fort o Collins. The Lofts at Campus West will consist of 26 N n residential condominiums. Access to the site is proposed from N City Park Avenue at a location approximately 400 feet north N of West Elizabeth Street. Given the low trip generation from the proposed use, a brief technical memorandum rather than a detailed transportation impact study was deemed to be appropriate. The proposed use will generate traffic that will be over the 50 daily trip threshold that requires a traffic study. This threshold is extremely low compared to industry standards. The trip generation for the proposed use was calculated using data contained in Trip Generation, 5th Edition, ITE. LV Residential Condominium/Townhouse (code 230) was used in this analysis. Table 1 shows the calculated trip generation for Q. a this use. The expected trip generation is 155 daily trip Z ends, 11 morning peak hour trip ends, and 14 afternoon peak " W w hour trip ends. Vz z The public street network in the area is essentially J Uj complete. During the site visit (10/21/97), it was noted that W z o there are two through lanes in each direction on Elizabeth Q F Street with separate left -turn lanes at City Park Avenue. o City Park Avenue has one lane in each direction with separate y left -turn lanes at Elizabeth Street. This intersection is a signalized. All approaches at the City Park/Plum intersection have a single lane. This intersection has all -way stop sign W ~ a�j control. There are bike lanes on both Elizabeth Street and _ u Plum Street. City Park Avenue is designated as a bike route. M LL There are attached sidewalks on each side of City Park Avenue, < cc Elizabeth Street, and Plum Street. There are handicapped Q F- ramps at all corners at the City Park/Plum intersection. There are handicapped ramps at the southwest, northwest, and northeast corners of the Elizabeth/City Park intersection. AM/PM 0 �� N I 15/27 8/19 011 S�i�t�e% flLU11lG to 34/59 r') "' r� —141 /589 r + � .0-- 7/49 71/86 547 473 -► 35/65 -� SHORT RANGE BACKGR06ND PEAK HOUR TRAFFIC Figure 5 to 411�. rr1�i�7r N AM/PM Rounded to the Nearest 5 Vehicles. 75/90 550/475 35/65 -� SHORT RANGE TOTAL PEAK HOUR TRAFFIC 20/30 �-- 15/25 35/65 145/590 /--10/50 fI o in to N CD d N C.� Site% Figure 6 r Land Use The Lofts at Campus West 26 Condo DU (Rate) Table 1 Trip Generation Daily A.M. Peak P.M. Peak Trips Trips Trips Trips Trips in out in out 155 2 9 9 5 (5.86) (0.08) (0.36) (0.36) (0.19) Table 2 Current Traffic Peak Hour Operation Level of Service Intersection AM PM Elizabeth/City Park (signal) A B City Park/Site Access (stop sign) WB LT/RT A B SB LT A A Overall A A Table 3 Short Range Background Traffic Peak Hour Operation Level of Service Intersection AM PM Elizabeth/City Park (signal) B B City Park/Site Access (stop sign) WB LT/RT A B SB LT A A Overall A A Table 4 Short Range Total Traffic Peak Hour Operation Level of Service Intersection AM PM Elizabeth/City Park (signal) B B City Park/Site Access (stop sign) WB LT/RT A B SB LT A A Overall A A