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ST9602-SY 961218 APPENDIX A Level of Service, Fuel Consumption & Intersection Delay Passer 11-90 Runs THE FOLLOWING IS A SUMMARY OF THE PASSER II RUNS TESTING EXISTING AND PROPOSED IMPROVEMENTS I LOCATION I LOS FUEL CONSUMPTION I INTERSECTION DELAY I Denton Tap & Bethel - AM - Existing E/A 29.25 8.69 Denton Tap &Bethel - AM - Proposed C/A 26,73 8.02 Denton Tap &Bethel - PM - Existing C/A 25.71 11.23 Denton Tap &Bethel - PM - Proposed C/A 24.99 11.41 Denton Tap &Wrangler - AM ~ Existing F/A 46.68 38.13 Denton Tap &Wrangler - AM - Proposed D/A 28.09 18.58 Denton Tap &Wrangler ~ PM - Existing C/A 17.13 8.21 Denton Tap &Wrangler - PM - Proposed C/A 16.82 8.22 !Belt line & MacArthur - AM - Existing F/A 96.93 80.25 'Belt line & MacArthur - AM - Proposed RT. F/A 96.01 80.82 ;Belt line & MacArthur - AM - Proposed LT. E/A 53.86 37.15 Belt line & MacArthur - PM - Existing E/A 62.02 48.41 Belt line & MacArthur - PM - Proposed RT. E/A 60.65 48.12 Belt line & MacArthur - PM - Proposed LT. E/B 54.03 39.97 Sandy Lake & Moore - AM - Existing A/A 10.96 15.27 Sandy Lake &Moore - AM - Proposed NA 10.54 13.93 Sandy Lake & Moore ? PM - Existing A/A 10.32 14.05 Sandy Lake &Moore - PM - Proposed A/A 9.92 12.78 Denton Tap & Bethal - Existing (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION'. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 125 125 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL ~,~C~TM ~=FFiCiENTS: VO = ,, Sat = ..... ~_ CoD Flow vph 1750 T = LT Critical Gap sec = 4.5 w = LT u==~w~, se~ = 2 5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 Bethel DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED O. FT 0. MPH O. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ~iTERIAL PE~,I!SSiBLE PHASE SEQUENCE CROSS ST PFJ. SE SEQUENCE DUAL THRUS (478) DUAL THRUS (2~e) NO OVERLAP NO OVERLAP ARTERIAL STREET CROSS STREET PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 VOLUMES (VPH) 0 119 0 134 0 2992 0 696 SAT FLOW RATE (VPHG) 0 4924 0 1534 0 4924 0 4924 MINIMUM PHASE (SEC) 0 15 0 15 0 12 0 12 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APF~ENT CODING EP_RORS 'BEST SOL~;] k · , PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRimM VERSION 2.0 · *** BEST PROGRESSION SOLUTION SUMMARY **** · ** iNT. i 47.0 SiC OFFSET ART ST PHASE SEQ IS DUAL THRUS (2-6) Bethel 37.6 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4+8) ARTERIAL STREET CROSS STREET CONCI/RRENT PHASES 2+6 1+6 1+5 .TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SECS) 18.6 .0 .0 18.6 106.4 .0 .0 106.4 PHASE TIME (%) 14.9 .0 .0 14.9 85.1 .0 .0 85.1 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) .0 18.6 .0 18.6 .0 106.4 .0 106.4 V/C-RATIO .00 .21 .00 .76 .00 .74 .00 .17 LEVEL OF SERVICE A C C A DELAY (SECS/VEH) .0 50.1 .0 68.2 .0 5.9 .0 2.4 LEVEL OF SERVICE D E A A QUEUE (VEH/LANE) .0 1.3 .0 6.1 .0 7.3 .0 1.6 STOPS (STOPS/HR) 0. 107. 0. 139. 0. 2709. 0. 626. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 8.69 SECS/VEH 29.25 GAL/HR 71 SECS .. ,. Belt Line & Wrangler - Existing AM (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL pROGRESSION PROGRAM VERSION 2.0 Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT i 125 125 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 CYCLE = 125. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: Bethel COORD PHASE: 0 OFFSET: .0 SEC: 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 27.6 .0 27.6 .1 97.4 .1 97.4 PHASE SPLIT (%) 0.% 22.% 0.% 22.% 0.% 78.% 0.% 78.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN L~G -- LAG -- LAG -- LAG -- CONCURRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 27.6 .0 .0 97.4 .0 .0 27.6 97.4 CYCLE COUNT (SEC) .0 27.6 27.6 27.6 .0 .0 .0 27.6 CYCLE COUNT ( % ) 0.% 22.% 22,% 22.% 0.% 0.% 0.% 22.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 CYCLE = 125. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(2): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2. MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN' INTRSC 1: Bethel COORD PHASE: 2 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 27.6 .0 27.6 .1 97.4 .1 97.4 PHASE SPLIT (%) 0.% 22.% 0.% 22.% 0.% 78.% 0.% 78.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCURRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC 27.6 .0 .0 97.4 .0 .0 27.~ CYCLE COUNT (SEC .0 27.6 27.6 27.8 .0 .O .0 27.6 CYCLE COUNT ( % 0.% 22.% 22.% 22.% 0.% 0.% 0.% 22.% (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL.PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 Bethel DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL THRUS (4+8) DUAL THRUS (2+6) NO OVERLAP NO OVERLAP }5. iER!AL STREET CROSS STREET PHASE (NEM~) 5[i] 6 115] 2 315~ 4 7[5] S VOLUMES (VPH) O 58 0 224 0 587 0 2289 SAT FLOW RATE (VPHG) 0. 4924 0 1534 0 5183 0 4924 MINIMUM PHASE (SEC) 0 15 0 15 0 12 0 12 (ART.MOE] PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGP~M VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 125 SECS BAND A = 28 SECS BAND B = 28 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 11.2 SECS/VEH 10.2 VEH-HR/HR 3261. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 25.71 GAL/HR 2964. STOPS 58 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 CYCLE = 125. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1 : Bethel COORD PHASE: 0 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 27.6 .0 27.6 .1 97.4 .1 97.4 PHASE SPLIT (%) 0.% 22.% 0.% 22.% 0.% 78.% 0.% 78.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN ~G -- LAG -- LAG -- LAG -- CONCURRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 27.6 .0 .0 97.4 .0 .0 27.6 97.4 CYCLE COUNT (SEC) .0 27.6 27.6 27.6 .0 .0 .0 27.6 CYCLE COUNT ( % ) 0.% 22.% 22.% 22.% 0.% 0.% 0.% 22.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Denton Tap DISTRICT 12/18/96 RUN NO. CYCLE = 125. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(2) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: Bethel COORD PHASE: 2 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 27.6 .0 27.6 .1 97.4 .1 97.4 PHASE SPLIT (%) 0.% 22.% 0.% 22.% 0.% 78.% 0.% 78.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCUP~REMT PHASES 2+6 1+6 I~5 4+8 3~8 3+7 MAIN CRCSS DURATION (SEC 27.6 .0 .C 97,4 .0 .O 27.6 ~7.4 CYCLE COUNT ~SEC .0 27.6 27.6 27.6 .0 .0- .O 2~.~ CYCLE COUNT ( % 0.% 22.% 22.% 22.% 0.% 0.% 0.% 22.% Denton Tap., & Bethal - Proposed PM (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER .CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 125 125 1 MASTER REFERENCE REFERENCE SYSTEMWIDE' INTERSECTION INTERSECTION POINT LOSTTIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway ~sec] = 2.5 Denton_,Tap & Bethal - Existing PM (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 125 125 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2°0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway ~sec) = 2.~ (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 Bethel DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL THRUS (4+8) DUAL THRUS {2+6) NO CVERLAP NO OVERLAP PHASE (NE}~) 5;5] 6 115] 2 3F5] 4 VOLL~ES (VPH) 0 58 0 224 0 690 O 2289 SAT FLOW RATE (VPHG) 0 4924 0 1534 0 4405 0 4924 MINIMUM PHASE (SEC) 0 15 0 15 0 12 0 12 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** *** iNT. t 47.0 SEC OFFSET ART ST PHASE SEQ iS DUAL THRUS (2-6 Bethel 37.6 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4~8 ARTERIAL STREET CROSS ~=~ CONCURRENT PHASES 2+6 1+6 !~5 TOTAL 4~8 3~8 3~7 TOiAL PHASE TIME (SECS) 27.6 .0 .0 27.6 97.4 .0 .0 97.4 PHASE TIME (%) 22.1 .0 .0 22.1 77.9 .0 .0 77.9 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) .0 27.6 .0 27.6 .0 97.4 .0 97.4 V/C-RATIO .00 .06 .00 .78 .00 .21 .00 .62 LEVEL OF SERVICE A C A B DELAY (SECS/VEH) .0 41.7 .0 59.4 .0 4.7 .0 7.7 LEVEL OF SERVICE D E A B QUEUE ( VEH/LANE ) .0 .6 .0 9.0 .0 2.5 .0 7.5 STOPS (STOPS/HR) 0. 52. 0. 225. 0. 621. 0. 2066. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 11.23 SECS/VEH 25.71 GAL/HR 58 SECS (ART.MOE) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Denton Tap DISTRICT 12/18/96 RUN' NO. 1 CYCLE LENGTH = 125 SECS BAND A = 18 SECS BAND B = 18 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 8.7 SECS/VEH 9.5 VEH-HR/HR 3941. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 29.25 GAL/HR 3583. STOPS 71 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 CYCLE = 125. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: Bethel COORD PHASE: 0 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 18.6 .0 18.6 .1 **** .1 **** PHASE SPLIT (%) 0.% 15.% 0.% 15.% 0.% 85.% 0.% 85.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG '- CONCURRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 18.6 .0 .0 **** .0 .0 18.6 **** CYCLE COUNT (SEC) .0 18.6 18.6 18.6 .0 .0 .0 18.6 CYCLE COUNT ( % ) 0.% 15.% 15.% 15.% 0.% 0.% 0.% 15.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 CYCLE = 125. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(2) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: Bethel COORD PHASE: 2 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 18.6 .0 18.6 .1 **** .1 **** PHASE SPLIT (%) 0.% 15.% 0.% 15.% 0.% 85.% 0.% 85.% PHASE REVERSAL 6 5 2 ! 4 3 8 7 LEFT TURN LAG -- LAG -- ~_AG -- LAG -- CONCURRENT PHASES 2+6 it6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC 18.6 .0 .0 **** .0 .0 18.6 CYCLE COU)~T (SEC .0 18.6 18.6 18.6 .0 .7 .0 iB.5 CYCLE COUNT ( % 0.% 15.% 15.% 15.% 0.% 0.% 0.% 15.% ,-- Denton Tap & Bethal - Proposed AM (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 125 125 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING:' C - 32.5 SECS/VEH D ~ 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec~ = 4.5 H = LT Headway (sec~ = 2.5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 Bethel DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL THRUS (4+8] DUAL THRUS <2~6) NO OVERLAP NO OVEPLAP ~RTERIAL STREET CROSS STREET PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7~5] 8 VOLUMES (V~H) 0 119 0 134 .0 2733 0 696 SAT FLOW HATE (VPHG) 0 4924 0 1534 0 5183 0 4924 MINIMIIM PHASE (SEC) 0 15 0 15 0 12 0 12 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SrIMMARY **** *** INT. ! 47.0 SEC OFFSET ART ST PHASE SEQ IS DUAL THRUS (2~6) Bethel 27.6 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS A/RTERiAL STREET CROSS STREET CONCUR_RENT PHASES 2~6 1+6 1+5 TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SECS) 19.3 .0 .0 19.3 105.7 .0 .0 105.7 PHASE TIME (%) 15.4 .0 .0 15.4 84.6 .0 .0 84.6 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) .0 19.3 .0 19.3 .0 105.7 .0 105.7 V/C-RATIO .00 .20 .00 .72 .00 .65 o00 .17 LEVEL OF SERVICE A C B A DELAY (SECS/VEH) .0 49.4 .0 63.9 .0 4.9 .0 2.5 LEVEL OF SERVICE D E A A QUEUE (VEH/LANE) .0 1.3 .0 5.7 .0 6.3 .0 1.6 STOPS (STOPS/HR) 0. 107. 0. 135. 0. 2466. 0. 626. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 8.02 SECS/VEH 26.73 GAL/HR 59 SECS (ART.MOE) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 125 SECS BAND A = 19 SECS BAND B = 19 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 8.0 SECS/VEH 8.2 VEH-HR/HR 3682. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 26.73 GAL/HR 3335. STOPS 59 SECS (ART.MOE) PASSER ii-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGraM VERSION 2.C **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 125 SECS BAND A = 28 SECS BAND B = 28 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 11.4 SECS/VEH 10.0 VEH-HR/HR 3158. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 24.99 GAL/HR 2871. STOPS 58 SECS (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROG~A34 VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** *** INT. i 47.0 SEC OFFSET ART ST PHASE SEQ iS DUAL THRUS (2-6) Bethel 37.6 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4=8) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 2+6 1+6 1+5 TOTAL 4+8 3+8 3~7 TOTAL PHASE TIME (SECS) 27.6 .0 .0 27.6 97.4 .0 .0 97.4 PHASE TIME (%) 22.1 .0 .0 22.1 77.9 .0 .0 77.9 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) .0 27.6 .0 27.6 .0 97.4 .0 97.4 V/C-RATIO .00 .06 .00 .78 .00 .15 .00 .62 LEVEL OF SERVICE A C A B DELAY (SECS/VEH) .0 41.7 .0 59.4 .0 4.5 .0 7.7 LEVEL OF SERVICE D E A B QUEUE (VEH/LANE) .0 .6 .0 9.0 .0 1.8 .0 7.5 STOPS (STOPS/HR) 0. 52. 0. 225. 0. 528. O. 2066. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 11.41 SECS/VEH 24.99 GAL/HR 58 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 CYCLE = 125. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: Bethel COORD PHASE: 0 OFFSET: .0 SEC: 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 19.3 .0 19.3 .1 **** .1 **** PHASE SPLIT (%) 0.% 15.% 0.% 15.% 0.% 85.% 0.% 85.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCURRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 19.3 .0 .0 **** .0 .0 19.3 **** CYCLE COUNT (SEC) .0 19.3 19.3 19.3 .0 .0 .0 19.3 CYCLE COUNT ( % ) 0.% 15.% 15.% 15.% 0.% 0.% 0.% 15.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Denton Tap DISTRICT 12/18/96 RUN NO. 1 CYCLE = 125. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(2) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: Bethel COORD PHASE: 2'OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 19.3 .0 19.3 .1 **** .1 **** PHASE SPLIT (%) 0.% 15.% 0.% 15.% 0.% 85.% 0.% 85.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCURRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 19.3 .0 .0 **** .0 .0 19.3 **** CYCLE COUNT (SEC) .0 19.3 19.3 19.3 .0 .0 .0 19.2 CYCLE COUNT ( % ) 0.% 15.% 15.% 15.% 0.% 0.% 0.% 15.% (EMBED.DAT) PASSER 11-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D-- 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway (sec) = 2.5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 Wrangler DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH O. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL THRUS (4+8) NO OVERLAP LT I LEADS (176 WiTH OVERLAP ~2TERiAL STREET CROSS STREET PHASE (NE~ 5[52 6 115] 2 3[5] 4 7[5] S VOLUMES (VFH) 0 630 53 3014 0 0 0 232 SAT FLOW RATE (VPHG) 0 5183 1900 4405 '0 0 0 1534 MINIMUM PHASE (SEC) 0 20 12 20 0 0 0 15 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** *** INT. 1 47.0 SEC OFFSET ART ST PHASE SEQ IS LT i LEADS (1~6) Wrangler 37.6 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS !RTERIAL STREET CROSS STREEI CONCURRENT PHASES !~6 2+6 2+5 TOTAL 4~8 3+8 3~7 TOTAL PHASE TIME (SECS) 12.1 88.4 .0 100.5 24.5 .0 .0 24.5 PHASE TIME (%) 9.7 70.7 .0 80.4 19.6 .0 .0 19.6 MEASURES OF EFFECTIVENESS PHASE (NEM_A) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION SBLTPR NBTHRU NBLTPR SBTHRU EBLTPR WBTHRU WBLTPR EBTHRU PHASE TIME (SEC) .0 100.5 12.1 88.4 .0 24.5 .0 24.5 V/C-RATIO .00 .16 .44 1.01 .00 .00 .00 .92 LEVEL OF SERVICE A A F E DELAY (SECS/VEH) .0 3.7 58.4 41.3 .0 .0 .0 85.7 LEVEL OF SERVICE A E D F QUEUE (VEH/LANE) .0 1.7 1.7 27.0 .0 .0 .0 12.8 STOPS (STOPS/HR) 0. 567. 49. 3151. 0. 0. 0. 271. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 38.13 SECS/VEH 46.68 GAL/HR > 120 SECS (ART.MOE PASSER iI-90 DECEMBER 92 MULTIPHASE ARTERIAL PROGRESSION PROGRA~M VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 125 SECS BAND A = 97 SECS BAND B = 102 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES. 38.1 SECS/VEH 41.6 VEH-HR/HR 3929. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 46.68 GAL/HR 4037. STOPS > 120 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 CYCLE = 125. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1 : Wrangler COORD PHASE: 0 OFFSET: .0 SEC: 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 **** 12.1 88.4 .1 24.5 .1 24.5 PHASE SPLIT (%) 0.% 80.% 10.% 71.% 0.% 20.% 0.% 20.% PHASE REVERSAL 6 5 .... 4 3 8 7 LEFT TURN a.~G -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+6 2+6 2+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 12.1 88.4 .0 24.5 .0 .0 **** 24.5 CYCLE COUNT (SEC) .0 12.1 100.5 100.5 .0 .0 .0 100.5 CYCLE COUNT ( % ) 0.% 10.% 80.% 80.% 0.% 0.% 0.% 80.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 CYCLE = 125. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(2) : SAME MASTER & SYS INT,'OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: Wrangler COORD PHASE: 2~OFFSET: 125.0 SEC: 100.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 **** 12.1 88.4 .1 24.5 .1 24.5 PHASE SPLIT (%) 0.% 80.% 10.% 71.% 0.% 20.% 0.% 20.% PHASE REVERSAL 6 5 .... 4 3 8 7 LEFT TURN LAG -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+6 2+6 2+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 12.1 88.4 .0 24.5 .0 .0 **** 24.5 CYCLE COUNT (SEC) 112.9 125.0 88.4 88.4 112.9 112.9 112.9 88.4 CYCLE COUNT ( % ) 90.% 100.% 71.% 71.% 90.% 90.% 90.% 71.% · . ,. .--.- Belt Line & Wrangler - Proposed AM (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SFMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 125 125 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT . LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.'0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow. (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway (sec) = 2.5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 Wrangler DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL THRUS (4+8) NO OVERLAP LT 1 LEADS (1+6) WITH OVERLAP ARTERIAL STREET CROSS STREET PHASE (NEM~.! 5[5] 6 115] 2 3[5] 4 7[5] 8 VOLb~ES (VPH) 0 630 53 2767 0 0 0 232 SAT FLOW RATE (VPHG) 0 5183 1900 5183 0 0 0 1534 MINIMUM PHASE (SEC) 0 20 12 20 0 0 0 15 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** *** INT. 1 47.0 SEC OFFSET ART ST PHASE SEQ IS LT 1 LEADS (1+6) Wrangler 37.6 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS 'ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+6 2+6 2+5 TOTAL 4t8 3+8 3+7 TOTAL PHASE TIME (SECS) 12.1 ~86.5 .0 98.6 26.4 .0 .0 26.4 PHASE TIME (%) 9.7 69.2 .0 78.9 21.1 .0 .0 21.1 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION SBLTPR NBTHRU NBLTPR SBTHRU EBLTPR WBTHRU WBLTPR EBTHRU PHASE TIME (SEC) .0 98.6 12.1 86.5 .0 26.4 .0 26.4 V/C-RATIO .00 .16 .44 .81 .00 .00 .00 .85 LEVEL OF SERVICE A A D D DELAY (SECS/VEH) .0 4.2 58.4 16.9 .0 .0 .0 68.3 LEVEL OF SERVICE A E B E QUEUE (VEH/LANE) .0 1.9 1.7 12.1 .0 .0 .0 10.5 STOPS (STOPS/HR) 0. 567. 49. 2524. 0. 0. 0. 246. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 18.58 SECS/VEH 28.09 GAL/HR 94 SECS (ART.MOE~ PASSER II-90 DECEMBER 93 MULTIPHASE.ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 125 SECS BAND A = 95 SECS BAND B = 100 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 18.6 SECS/VEH 19.0 VEH-HR/HR 3682. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 28.09 GAL/HR 3385. STOPS 94 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 CYCLE = 125. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: Wrangler COORD PHASE: 0 OFFSET: .0 SEC: 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 98.6 12.1 86.5 .1 26.4 .1 26.4 PHASE SPLIT (%) 0.% 79.% 10.% 69.% 0.% 21.% 0.% 21.% PHASE REVERSAL 6 5 .... 4 3 8 7 LEFT TURN LaG -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+6 2+6 2+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 12.1 86.5 .0 26.4 .0 .0 98.6 26.4 CYCLE COUNT (SEC) .0 12.1 98.6 98.6 .0 .0 .0 98.6 CYCLE COUNT ( % ) 0.% 10.% 79.% 79.% 0.% 0.% 0.% 79.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 CYCLE = 125. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(2) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1 : Wrangler COORD PHASE: 2 OFFSET: 125.0 SEC: 100.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 98.6 12.1 86.5 .1 26.4' .1 26.4 PHASE SPLIT (%) 0.% 79.% 10.% 69.% 0.% 21.% 0.% 21.% PHASE REVERSAL 6 5 .... 4 3 8 7 LEFT TURN LAG -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+6 2+6 2+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 12.1 86.5 .0 26.4 .0 .0 98.6 26.4 CYCLE COUNT (SEC) 112.9 125.0 86.5 86.5 112.9 112.9- 112.9 86.5 CYCLE COUNT ( % ) 90.% 100.% 69.% 69.% 90.% 90.% 90.% 69.% · _ Belt Line--& Wrangler - Existing PM (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 100 100 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2°0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway (sec) = 2.5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 Wrangler DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0° SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL THRUS (4*8) NO OVERLAP LT 1 LEADS (1+6) WITH OVERLAP kRiERi~L STREET CROSS SiREET PHASE (NEMA) 5[5] 6 115] 2 3r5] 4 7[5] 8 VOLUMES (VPH) 0 2233 27 708 0 0 0 169 SAT FLOW HATE (VPHG) 0 5183 1900 4405 0 0 0 1534 MINIMITM PHASE (SEC) 0 20 12 20 0 0 0 15 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST,SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGR~ VERSION 2,C **** ~EST PROGRESSION SOLUTION SUMMARY *** INT, I 47,0 SEC OFFSET ART ST PHASE SEQ IS LT 1 LEADS (176) Wr=~ er ~ ~ ~ ~?~m ~ -.,-~ .... -~ ~. ..... CROSc ST PHASE c=Q IS D;TAr mw~rTS f4-~) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+6 2+6 2+5 TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SECS) 12,1 68,9 ,0 81,0 19,0 ,0 ,0 19,0 PHASE TIME (%) 12,1 68,9 ,0 81,0 19,0 ,0 ,0 19,0 MEASURES OF EFFECTIVENESS -- PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION' SBLTPR NBTHRU NBLTPR SBTHRU EBLTPR WBTHRU WBLTPR EBTHRU PHASE TIME (SEC) ,0 81,0 12,1 68,9 ,0 19,0 ,0 19,0 V/C-RATIO ,00 ,56 ,18 ,25 ,00 ,00 ,00 ,73 LEVEL OF SERVICE A A A C DELAY (SECS/VEH) ,0 4,9 43,0 7,3 ,0 ,0 ,0 50,6 LEVEL OF SERVICE A D B D QUEUE (VEH/LANE) ,0 5,1 ,7 2,8 ,0 ,0 ,0 5,7 STOPS (STOPS/HR) 0, 2014, 24, 638, 0, 0, 0, 173, TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 8,21 SECS/VEH 17,13 GAL/HR 48 SECS (ART.MOE) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGPJ! VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. t CYCLE LENGTH = 100 SECS BAND A = 81 SECS BAND B = 86 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 8.2 SECS/VEH 7.2 VEH-HR/HR 3137. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 17.13 GAL/HR 2848. STOPS 48 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 CYCLE = 100. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: Wrangler COORD PHASE: 0 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 81.0 12.1 68.9' .1 19.0 .1 19.0 PHASE SPLIT (%) 0.% 81.% 12.% 69.% 0.% 19.% 0.% 19.% PHASE REVERSAL 6 5 .... 4 3 8 7 LEFT TURN LAG -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+6 2+6 2+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 12.1 68.9 .0 19.0 .0 .0 81.0 19.0 CYCLE COUNT (SEC) .0 12.1 81.0 81.0 .0 .0 .0 81.0 CYCLE COUNT ( % ) 0.% 12.% 81.% 81.% 0.% 0.% 0.% 81.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 CYCLE = 100. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(2) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: Wrangler COORD PHASE: 2 OFFSET: 100.0 SEC: 100.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 81.0 12.1 68.9 .1 19.0 .1 19.0 PHASE SPLIT (%)' 0.% 81.% 12.% 69.% 0.% 19.% 0.% 19.% PHASE REVERSAL 6 5 .... 4 3 8 7 LEFT TURN LAG -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+6 2+6 2+5 4+8 3+8 3+7 ~.IN CROSS DURATION (SEC) 12.1 68.9 .0 19.0 .0 .0 81.0 19.0 CYCLE COUNT (SEC) 87.9 !0O.0 68.9 68.9 87.9 87.9 87.9 68.9 CYCLE COUNT ( % ) 88.% 100.% 69.% 69.% 88.% 88.% 88.% 69.% · , ,-- Beltline &Wrangler - Proposed PM (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 100. 100 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway (sec) = 2.5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 Wrangler DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SiDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL THRUS NO OVERLAP LT i LEADS (1+6) WiTH OVERLAP ARTERIAL STREET CROSS STREET PHASE {NEMA} 5[5] 6 115] 2 3[5] 4 7[5] 8 VOLUMES (VPH) 0 2233 27 650 0 0 0 169 SAT FLOW HATE (VPHG) 0 5183 1900 5183 0 0 0 1534 MINIMI/M PHASE (SEC) 0 20 12 20 0 0 0 15 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS' (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ATERIAL PROGRESSION PROGRAM VERSION **** BEST PROGRESSION SOLUTION SUMMARY **** *** INT. I 47.0 SEC OFFSET ART ST PHASE SEQ IS LT 1 LEADS (I~6) Wrangler 47.0 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4=~'~ ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+6 2+6 2+5 TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SECS) 12.1 68.6 .0 80.7 19.3 .0 .0 19.3 PHASE TIME (%) 12.1 68.6 .0 80.7 19.3 .0 .0 19.3 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION SBLTPR NBTHRU NBLTPR SBTHRU EBLTPR WBTHRU WBLTPR EBTHRU PHASE TIME (SEC) .0 80.7 12.1 68.6 .0 19.3 .0 19.3 V/C-RATIO .00 .56 .18 .19 .00 .00 .00 .72 LEVEL OF SERVICE A A A C DELAY (SECS/VEH) .0 5.0 42.9 7.2 .0 .0 .0 49.3 LEVEL OF SERVICE A D B D QUEUE (VEH/LANE) .0 5.1 .7 2.2 .0 .0 .0 5.6 STOPS (STOPS/HR) 0. 2014. 24. 585. 0. 0. 0. 171. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMLrM DELAY CYCLE 8.22 SECS/VEH 16.82 GAL/HR 48 SECS (ART.MCE) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGR3~M VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 100 SECS BAND A = 81 SECS BAND B = 86 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 8.2 SECS/VEH 7.0 VEH-HR/HR 3079. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 16.82 GAL/HR 2794. STOPS 48 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 CYCLE = 100. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: Wrangler COORD PHASE: 0 OFFSET: .0 SEC: 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 80.7 12.1 68.6 .1 19.3 .1 19.3 PHASE SPLIT (%) 10.% 81.% 12.% 69.% 0.% 19.% 0.% 19.% PHASE REVERSAL 6 5 .... 4 3 8 7 LEFT TURN LAG -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+6 2+6 2+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 12.1 68.6 .0 19.3 .0 .0 80.7 19.3 CYCLE COUNT (SEC) .0 12.1 80.7 80.7 .0 .0 .0 80.7 CYCLE COUNT ( % ) 0.% 12.% 81.% 81.% 0.% 0.% 0.% 81.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Belt Line DISTRICT 12/18/96 RUN NO. 1 CYCLE = 100. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(2) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: Wrangler COORD PHASE: 2 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 80.7 12.1 68.6 .1 19.3 .1 19.3 PHASE SPLIT (%) 0.% 81.% 12.% 69.% 0.% 19.% 0.% 19.% PHASE REVERSAL 6 5 .... 4 3 8 7 LEFT TURN LAG -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+6 2+6 2+5 4+8 3+8 3+7 MAIN CROSS DL~{ATION (SEC) 12.1 68.6 .0 19.3 .0 .0 80.7 19.3 CYCLE COUNT (SEC) 87.9 .0 68.6 68.6 87.9 87.9 87.9 68.6 CYCLE COUNT ( % ) 88.% 0.% 69.% 69.% 88.% 88.% 88.% 69.% · ~ Belt Line & ? ~a'thur - Existing AM (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 115 115 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway (sec) = 2.5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 MACARTHUR DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL LEFTS (1+5) WITH OVERLAP LT 2 LEADS (3+8) WITH OVERLAP ARTERIAL STREET CROSS STREET PHASE ( NEM~ ) 5 [ 5 ] 6 1 [ 5 ] 2 3 [ 5 ] 4 7 [ 52 8 VOLUMES (VPH) 48 224 174 935 183 973 790 889 SAT FLOW RATE (VPHG) 1805 3639 3348 5210 1805 3093 1805 3093 MINIMUM PHASE (SET) 8 18 8 21 12 16 8 16 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGP,~M VERSION ****BEST PROGRESSION SOLUTION SUMMARY **** *** INT. ! .0 SEC OFFSET ART ST PHASE SEQ iS DUAL LEFTS (!~5) MACARTHUR .0 % OFFSET CROSS 'ST PHASE SEQ mc T~ ~ LEADS ~RTERIAL' STREET CROSS STREET CONCURRENT PHASES 1+5 275 2+6 TOTAL 3+8 4+8 4+7 TOTAL PHASE TIME (SECS) 10.4 1.9 22.5 34.8 21.9 10.8 47.5 80.2 PHASE TIME (%) 9.0 1.7 19.6 30.3 19.0 9.4 41.3 69.7 MEASURES OF EFFECTIVENESS --- PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) 12.3 22.5 10.4 24.4 21.9 58.3 47.5 32.7 V/C-RATIO .37 .38 .94 1.01 .65 .67 1.16 1.15 LEVEL OF SERVICE A A E F B B F F DELAY (SECS/VEH) 44.2 36.9 83.9 68.7 42.9 20.8 130.7 132.5 LEVEL OF SERVICE D D F E D C F F QUEUE (VEH/LANE) 1.5 3.0 4.7 13.4 5.4 9.9 51.2 34.9 STOPS (STOPS/HR) 42. 203. 212. 1047. 164. 886. 1241. 1369. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 80.25 SECS/VEH 96.93 GAL/HR > 120 SECS (ART.MOE] PASSER iI-90 DECEMBER 33 MULTIPHASE ARTERIAL PROGRESSION PROGP~M VERSION **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 115 SECS BAND A = 36 SECS BAND B = 36 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 80.2 SECS/VEH 94.0 VEH-HR/HR 4216. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 96.93 GAL/HR 5163. STOPS > 120 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1 : MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 12.3 22.5 10.4 24.4 21.9 58.3 47.5 32.7 PHASE SPLIT (%) 11.% 20.% 9.% 21.% 19.% 51.% 41.% 28.% PHASE REVERSAL ............ 8 7 LEFT TURN LEAD -- LEAD -- LEAD -- LAG -- CONCURRENT PHASES 1+5 2+5 2+6 3+8 4+8 4+7 MAIN CROSS DURATION (SEC) 10.4 1.9 22.5 21.9 10.8 47.5 34.8 80.2 CYCLE COUNT (SEC) .0 10.4 12.3 34.8 56.7 67.5 .0 34.8 CYCLE COUNT ( % ) 0.% 9.% 11.%' 30.% 49.% 59.% 0.% 30.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(2) : SAME MASTER & SYS INT, OFFSET TO'BEGINNING OF NEMA PHASE2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: 115.0 SEC: 100.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 12.3 22.5 10.4 24.4 21.9 58.3 47.5 32.7 PHASE SPLIT (%) 11.% 20.% 9.% 21.% 19.% 51.% 41.% 28.% PHASE REVERSAL ............ 8 7 LEFT TURN LEAD -- LEAD -- LEAD -- LAG -- CONCL'RRENT PHASES 1+5 2+5 2+6 3+8 4+8 4+7 ~IN CROSS DUraTION (SEC) 10.4 1.9 22.5 21.9 10.8 4/.D 34.8 8C'.2 CYCLE COUNT (SEC) !04.~ 115.0 1.9 24.4 4~.3 5,7.1 i04.~ 24.4 CYCLE COUNT ( % ) 91.% 100.% 2.% 21.% 40.% 50.% 91.% 21.% 4 , -- Belt Lit. k MacArthur - Proposed kM RT (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 115 115 1 MASTER REFERENCE REFERENCE SYSTEMWIDE. INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINTjTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec] = 4.5 H = LT Headway (sec] = 2.5 (INPUT.DATA) .PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 MACARTHUR DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0' SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL LEFTS (1+5! WITH OVERLAP LT 3 LEADS WiTH OVERLAP ARTERIAL STREET CROSS STREET PHASE {NEMA} 5[5] 6 tC5] 2 3[5] 4 7C51 8 VOLUMES (VPH) 48 224 174 935 183 913 790 889 SAT FLOW HATE (VPHG) 1805 3639 3348 5210 1805 3639 1805 3093 MINIMUM PHASE (SEC) 8 18 8 21 12 16 8 16 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECLMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY ****' *** INT. ! .0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (I-5) MACARTHUR .0 % OFFSET CROSS ST PF~SE SEQ IS LT 3 LEADS (3-~~ ARTERIAL STREET' CROSS STREET CONCURRENT PHASES 1-5 2+5 2*6 TOTAL 3+8 4+8 4+7 TOTAL PHASE TIME (SECS) 10.4 1.9 22.5 34.8 25.0 7.7 47.5 80.2 PHASE TIME (%) 9.0 1.7 19.6 30.3 21.7 6.7 41.3 69.7 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION. EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) 12.3 22.5 10.4 24.4 25.0 55.2 47.5 32.7 V/C-RATIO .37 .38 .94 1.01 .56 .56 1.16 1.15 LEVEL OF SERVICE A A E F A A F F DELAY (SECS/VEH) 44.2 36.9 83.9 68.7 38.1 20.4 130.7 132.5 LEVEL OF SERVICE D D F E D C F F QUEUE (VEH/LANE) 1.5 3.0 4.7 13.4 5.0 8.2 51.2 34.9 STOPS (STOPS/HR) 42. 203. 212. 1047. 155. 827. 1241. 1369. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 80.82 SECS/VEH 96.01 GAL/HR > 120 SECS (.~RT.MOE~ PASSER !1-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 115 SECS BAND A = 36 SECS BAND B = 36 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 80.8 SECS/VEH 93.3 VEH-HR/HR 4156. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 96.01 GAL/HR 5094. STOPS > 120 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 12.3 22.5 10.4 24.4 25.0 55.2 47.5 32.7 PHASE SPLIT (%) 11.% 20.% 9.% 21.% 22.% 48.% 41.% 28.% PHASE REVERSAL ............ 8 7 · LEFT TURN LEAD -- LEAD -- LEAD -- LAG -- CONCURRENT PHASES 1+5 2+5 2+6 3+8 4+8 4+7 MAIN CROSS DURATION (SEC) 10.4 1.9 22.5 25.0 7.7 47.5 34.8 80.2 CYCLE COUNT (SEC) .0 10.4 12.3 34.8. 59.8 67.5 .0 34.8 CYCLE COUNT ( % ) 0.% 9.% 11.% 30.% 52.% 59.% 0.% 30.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(2): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: 115.0 SEC: 100.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 12.3 22.5 10.4 24.4 25.0 55.2 47.5 32.7 PHASE SPLIT (%) 11.% 20.% 9.% 21.% 22.% 48.% 41.% 28.% PHASE REVERSAL ............ 8 7 LEFT TURN LEAD -- LEAD -- LEAD -- LAG -- CONCURRENT PHASES 1+5 2+5 2+6 3~8 4+8 4+7 MAiN CROSS DURATION (SEC) 10.4 1.9 22.5 25.0 7.7 47.5 34.8 S0.2 CYCLE COU}iT {SEC) 104.6 115.0 1.9 24.4 49.4 57.i 104.6 24.4 CYCLE COUNT ( % ) 91.% 100.% 2.% 21.% 43.% 50.% 91.% 21.% -- Belt Line .MacArthur - Proposed AM LT (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 115 115 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 MACARTHUR DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL LEFTS (!~5) WITH OVERLAP DUAL LEFTS (3~7) WiTH OVERLAP }iiZRIAL STREET CROSS SiREEl PHASE (ME}m) 5{5] 6 1C5] 2 3r5] 4 7C5] 8 VOLUMES (VPH) 48 224 174 935 183 973 790 889 SAT FLOW PATE (VPHG) 1805 3639 3348 5210 1805 3093 3620 3093 MINIMUM PHASE (SEC) 8 18 8 21 12 16 8 16 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78..0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway ~sec) = 2,5 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 92 MULTIPHASE ARTERIAL PROGRESSION PROGR~ VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY ~*** *** INT. 1 .0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (175) MacArthur ~ ~ ~r~c~m CROSS ST ~c= c~Q Ic Dv~r LErmc ,'~.~ ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 2+5 2+6 TOTAL 3+7 4+7 4+8 TOTAL PHASE TIME (SECS) 11.5 2.2 26.3 40.0 20.6 12.4 42.0 75.0 PHASE TIME (%) 10.0 1.9 22.9 34.8 17.9 10.8 36.5 65.2 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) 13.7 26.3 11.5 28.5 20.6 54.4 33.0 42.0 V/C-RATIO .32 .32 .80 .84 .70 .72 .87 .87 LEVEL OF SERVICE A A C D C C E E DELAY (SECS/VEH) 42.6 33.9 58.8 41.6 46.1 23.9 41.9 37.2 LEVEL OF SERVICE D D E D D C D D QUEUE (VEH/LANE) 1.4 2.9 3.5 9.0 5.6 10.7 10.9 12.9 STOPS (STOPS/HR) 42. 202. 178. 883. 170. 891. 730. 852. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 37.15 SECS/VEH 53.86 GAL/HR 109 SECS !~2T.MOE) PASSER ii-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRA.M VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** COPPELL BELT LINE DISTRICT 12/1'8/96 RUN NO, 1 CYCLE LENGTH = 115 SECS BAND A = 41 SECS BAND B = 41 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 37.2 SECS/VEH 43.5 VEH-HR/HR 4216. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 53.86 GAL/HR 3948. STOPS 109 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 13.7 26.3 11.5 28.5 20.6 54.4 33.0 42.0 PHASE SPLIT (%) 12.% 23.% 10.% 25.% 18.% 47.% 29.% 37.% PHASE REVERSAL ................ LEFT TURN LEAD -- LEAD -- LEAD -- LEAD -- CONCURRENT PHASES 1+5 2+5 2+6 3+7 4+7 4+8 MAIN CROSS DURATION (SEC) 11.5 2.2 26.3 20.6 12.4 42.0 40.0 75.0 CYCLE COUNT (SEC) .0 11.5 13.7 40.0 60.6 73.0 .0 40.0 CYCLE COUNT ( % ) 0.% 10.% 12.% 35.% 53.% 63.% 0.% 35.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(2) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 13.7 26.3 11.5 28.5 20.6 54.4 33.0 42.0 PHASE SPLIT (%) 12.% 23.% 10.% 25.% 18.% 47.% 29.% 37.% PHASE REVERSAL ................ LEFT TURN LEAD -- LEAD -- LEAD -- LEAD '- CONCURRENT PHASES !~5 2~5 2~6 3+7 4~7 4+8 MAIN CROSS DUraTION (SEC) 11.5 2.2 26.3 20.6 12.4 42.0 40.0 75.0 CvCr= CCU~rT (S~ 7~3 5 0 2 2 28 5 49 1 61 5 ~0~ 5 28 ~ CYCLE COUNT ( % ) 90.% 0.% 2.% 25.% 43.% 53.% 90.8 25.% · · A Belt Line 8-qac3a'thur - Existing PM (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS, LENGTH LENGTH INCREMENT 1 115 115 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway {sec) = 2.5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 MACARTHUR DISTANCE 0 TO 1 SPEED DISTANCE i TO 0 SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL LEFTS (1+5) WITH OVERLAP LT 3 LEADS (3+8) WITH OVERLAP ,~iTERiAL STREET CROSS PHASE (NEMA) 5j5] 6 115] 2 3C5] 4 VOLUMES (VPH) 100 430 425 236 575 522 151 1544 SAT FLOW RATE (VPHG) 1805 3639 3348 5210 1805 3093 1805 3093 MINIMIrM PHASE (SEC) 8 18 8 21 12 16 8 16 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PRCGRESSION PRCG~AM VERSION 2.0 ****BEST PROGRESSION SOLUTION SUMMARY **** *** INT. 1 .0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (!-5) MACARTHUR .0 % OFFSET CROSS ST PHASE SEQ !S LT B LEADS ~2-?) ARTERIAL STREET CROSS STREET CONCURRENT P~SES 1+5 1+6 2+6 TOTAL 3+8 4+8 4+7 TOTAL PHASE TIME (SECS) 14.6 5.1 21.0 40.7 47.0 13.2 14.1 74.3 PHASE TIME (%) 12.7 4.4 18.3 35.4 40.9 11.5 12.3 64.6 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) 14.6 26.1 19.7 21.0 47.0 27.3 14.1 60.2 V/C-HATIO .60 .62 .93 .31 .85 .83 .96 1.02 LEVEL OF SERVICE B B E A E D E F DELAY (SECS/VEH) 47.4 37.4 62.2 37.2 36.1 44.7 91.5 51.1 LEVEL OF SERVICE D D E D D D F D QUEUE (VEH/LANE) 3.2 5.7 8.8 2.2 14.0 9.0 8.2 26.7 STOPS (STOPS/HR) 93. 394. 452. 213. 518. 506. 194. 1692. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 48.41 SECS/VEH 62.02 GAL/HR 110 SECS (ART.MOE] PASSER ii-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. i CYCLE LENGTH = 115 SECS BAND A = 42 SECS BAND B = 42 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 48.4 SECS/VEH 53.6 VEH-HR/HR 3983. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 62.02 GAL/HR 4062. STOPS 110 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 14.6 26.1 19.7 21.0 47.0 27.3 14.1 60.2 PHASE SPLIT (%) 13.% 23.% 17.% 18.% 41.% 24.% 12.% 52.% PHASE REVERSAL ............ 8 7 LEFT TURN LEAD -- LEAD -- LEAD -- LAG -- CONCURRENT PHASES 1+5 1+6 2+6 3+8 4+8 4+7 MAIN CROSS DURATION (SEC) 14.6 5.1 21.0 47.0 13.2 14.1 40.7 74.3 CYCLE COUNT (SEC) .0 14.6 19.7 40.7 87.7 100.9 .0 40.7 CYCLE COUNT ( % ) 0.% 13.% 17.% 35.% 76.% 88.% 0.% 35.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(2): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE '2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: .0 SEC: 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 14.6 26.1 19.7 21.0 47.0 27.3 14.1 60.2 PHASE SPLIT (%) 13.% 23.% 17.% 18.% 41.% 24.% 12.% 52.% PHASE REVERSAL ............ 8 7 LEFT TURN LEAD -- LEAD -- LEAD -- LAG -- CONCURRENT PHASES 1+5 1+6 2+6 3+8 4+8 4~7 ~IN CROSS DL'RATION (SEC) !~.6 5.1 21.0 47.0 13.2 14.1 40.7 74.3 CYCLE COUNT ~SEC) 95.3 109.9 .0 21.0 68.0 81.2 95.3 21.0 CYCLE COUNT ( % ) 83.% 96.% 0.% 18.% 59.% 71.% 83.% 18.% Belt Line ~'MacArthur - Proposed PM RT (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 115 115 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway (sec~ = 2 5 (INPUT.DATA)' PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 MACARTHUR DISTANCE 0 TO ! SPEED DISTANCE 1 TO 0' SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL LEFTS (!~5) WITH OVERLAP LT 3 LEADS WITH OVERLAP ARTER!~r STREET CROSS PHASE {NEMA} 5!5] 6 1{5] 2 3[5] 4 7[5] S VOLUMES (VPH) 100 430 425 236 575 460 151 1544 SAT FLOW RATE (VPHG) 1805 3639 3348 5210 1805 3639 1805 3093 MINIMI/M PHASE (SEC) 8 18 8 21 12 16 8 16 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SLI~v~ARY **** *** INT. I .0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1~5) MACARTHUR .0 % OFFSET CROSS ST PHASE SEQ IS LT 3 LEADS ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 3+8 4+8 4+7 TOTAL PHASE TIME (SECS) 14.8 5.5 21.0 41.3 50.6 9.1 14.0 73.7 PHASE TIME (%) 12.9 4.8 18.3 35.9 44.0 7.9 12.2 64.1 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) 14.8 26.5 20.3 21.0 50.6 23.1 14.0 59.7 V/C-RATIO .59 .60 .90 .31 .79 .76 .97 1.03 LEVEL OF SERVICE A B E A C C E F DELAY (SECS/VEH) 46.8 37.0 56.4 37.2 29.7 43.2 95.5 54.4 LEVEL OF SERVICE D D E D C D F E QUEUE (VEH/LANE) 3.1 5.6 8.2 2.2 12.3 6.6 8.5 28.1 STOPS (STOPS/HR) 92. 394. 433. 213. 477. 435. 198. 1723. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 48.12 SECS/VEH 60.65 GAL/HR 110 SECS {kRT.MOE) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRkM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 115 SECS BAND A = 42 SECS BAND B = 42 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 48.1 SECS/VEH 52.4 VEH-HR/HR 3921. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 60.65 GAL/HR 3964. STOPS 110 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 14.8 26.5 20.3 21.0' 50.6 23.1 14.0 59.7 PHASE SPLIT (%) 13.% 23.% 18.% 18.% 44.% 20.% 12.% 52.% PHASE REVERSAL ............ 8 7 LEFT TURN LEAD -- LEAD -- LEAD -- LAG -- CONCURRENT PHASES 1+5 1+6 2+6 3+8 4+8 4+7 MAIN CROSS DURATION (SEC) 14.8 5.5 21.0 50.6 9.1 14.0 41.3 73.7 CYCLE COUNT (SEC) .0 14.8 20.3 41.3. 91.9 101.0 .0 41.3 CYCLE COUNT ( % ) 0.% 13.% 18.% 36.% 80.% 88.% 0.% 36.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(2): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: .0 SEC: 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 14.8 26.5 20.3 21.0 50.6 23.1 14.0 59.7 PHASE SPLIT (%) 13.% 23.% 18.% 18.% 44.% 20.% 12.% 52.% PHASE REVERSAL ............ 8 7 LEFT TURN LEAD -- LEAD -- LEAD -- LAG -- CONCURRENT PHASES 1~5 1+6 2+6 3+8 4+8 4+7 MAIN CROSS DURATION (SEC) 14.8 5.5 21.0 50.6 9.1 14.0 41.3 73.7 CYCLE COUNT (SEC) 94.7 109.5 .0 21.0 71.6 80.7 94.7 21.0 CYCLE COUNT ( % ) 82.% 95.% 0.% 18.% 62.% 70.% 82.% 18.% ' "' Belt Line & MacArthur - Proposed PM LT (INPUT.DATA) .PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 MACARTHUR DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL LEFTS (1+5) WITH OVERLAP DUAL LEFTS (3+7) WITH OVERLAP ARTERIAL STREET CROSS STREET PHASE iNEMA) 5~5~ 6 115] 2 3[5] 4 7[5] 8 VOLUMES (VPH) 100 430 425 236 575 522 151 1544 SAT FLOW RATE (VPHG) 1805 3639 3348 5210 1805 3093 3620 3093 MINIMUM PHASE (SEC) 8 18 8 21 12 16 8 16 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway (sec) = 2.5 (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS. LENGTH LENGTH INCREMENT 1 115 115 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** *** INT. 1 .0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) MACARTHUR .0 % OFFSET CROSS ST PHASE SEQ IS DUAL LEFTS (377) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 3+7 3+8 4+8 TOTAL PHASE TIME (SECS) 14.5 5.1 21.0 40.6 9.6 37.5 27.3 74.4 PHASE TIME (%) 12.6 4.4 18.3 35.3 8.3 32.6 23.7 64.7 .... MEASURES OF EFFECTIVENESS ..... PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) 14.5 26.1 19.6 21.0 47.1 27.3 9.6 64.8 V/C-RATIO .61 .62 .94 .31 .85 .83 .86 .94 LEVEL OF SERVICE B B E A E D E E DELAY (SECS/VEH) 47.7 37.4 63.4 37.2 35.9 44.7 70.2 31.1 LEVEL OF SERVICE D D E D D D E C QUEUE (VEH/LANE) 3.2 5.7 9.0 2.2 13.9 9.0 3.3 18.1 STOPS (STOPS/HR) 94. 394. 456. 213. 517. 506. 168. 1510. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 39.97 SECS/VEH 54.03 GAL/HR 102 SECS (ART.MOE) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 115 SECS BAND A = 42 SECS BAND B = 42 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 40.0 SECS/VEH 44.2 VEH-HR/HR 3983. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 54.03 GAL/HR 3856. STOPS 102 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 14.5 26.1 19.6 21.0 47.1 27.3 9.6 64.8 PHASE SPLIT (%) 13.% 23.% 17.% 18.% 41.% 24.% 8.% 56.% PHASE REVERSAL ................ LEFT TURN LEAD -- LEAD -- LEAD -- LEAD -- CONCURRENT PHASES 1+5 1+6 2+6 3+7 3+8 4+8 MAIN CROSS DURATION (SEC) 14.5 5.1 21.0 9.6 37.5 27.3 40.6 74.4 CYCLE COUNT (SEC) .0 14.5 19.6 40.6 50.2 87.7 .0 40.6 CYCLE COUNT ( % ) 0.% 13.% 17.% 35.% 44.% 76.% 0.% 35.% (PIN.SET) PASSER 11-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL BELT LINE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(2): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: 115.0 SEC: 100.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 14.5 26.1 19.6 21.0 47.1 27.3 9.6 64.8 PHASE SPLIT (%) 13.% 23.% 17.% 18.% 41.% 24.% 8.% 56.% PHASE REVERSAL ................ LEFT TURN LEAD -- LEAD -- LEAD -- LEAD -- CONCURRENT PHASES 1+5 1~6 2+6 3+7 3+8 4~8 ~IN CROSS DUP~TION SEC) 14.5 5.1 21.0 9.6 37.5 27.3 40.e 74.4 CYCLE COU~IT SEC) 95.4 109.9 115.0 21.0 30.6 68.1 95.4 21.0 CYCLE COUNT % ) 83.% 96.% 100.% 18.% 27.% 59.% 83.% · , _ Sandy Lake & Moore - Existing AM (COVER) PASSER II-90 DECEMBER 9,3 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 115 115 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D ~ 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway (sec) = 2.5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 MOORE DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL THRUS DUAL THRUS (2=6) NO OVERLAP NO OVERLAP ~RTER!AL STREET CROSs ~zREET PHASE (NEMA) 5r51 6 t 53 2 315] 4 7[5] S VOLb~ES (VPH) 0 517 0 448 .0 298 0 202 SAT FLOW RATE (VPHG) 0 1534 0 1534 0 3046 0 3046 MINIMUM PHASE (SEC) 0 16 0 16 0 10 0 10 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGR~ VERSION **** BEST PROGRESSION SOLUTION SUMMARY **** *** INI. 1 .0 SEC OFFSET ART ST PHASE SEQ IS DUAL THRUS (2~6] MOORE .0 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS ARTERIAL STREET CROSS STREET CONCbqlRENT PHASES 2+6 1+6 1+5 TOTAL 4+8 3+8 3~7 TOTAL PHASE TIME (SECS) 83.7 .0 .0 83.7 31.3 .0 .0 31.3 PHASE TIME (%) 72.8 .0 .0 72.8 27.2 .0 .0 27.2 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) .0 83.7 .0 83.7 .0 31.3 .0 31.3 V/C-RATIO .00 .49 .00 .42 .00 .41 .00 .28 LEVEL OF SERVICE A A A A DELAY (SECS/VEH) .0 7.3 .0 6.7 .0 31.7 .0 30.4 LEVEL OF SERVICE B B C C QUEUE (VEH/LANE) .0 6.1 .0 5.2 .0 4.3 .0 2.9 STOPS (STOPS/HR) 0. 468. O. 405. 0. 270. O. 182. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 15.27 SECS/VEH 10.96 GAL/HR 41 SECS (ART.MOE) PASSER 11-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGR~=M VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 115 SECS BAND A = 85 SECS BAND B = 85 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 15.3 SECS/VEH 6.2 VEH-HR/HR 1465. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 10.96 GAL/HR 1325. STOPS 41 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1 : MOORE COORD PHASE: 0 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 83.7 .0 83.7 .1 31.3 .1 31.3 PHASE SPLIT (%) 0.% 73.% 0.% 73.% 0.% 27.% 0.% 27.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCURRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 83.7 .0 .0 31.3 .0 .0 83.7 31.3 CYCLE COUNT (SEC) .0 83.7 83.7 83.7 .0 .0 .0 83.7 CYCLE COUNT ( % ) 0.% 73.% 73.% 73.% 0.% 0.% 0.% 73.% (PIN,SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115, SECONDS .SPLIT = 12 3, OFFSET = 12 3, DEFAULT(2) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: MOORE COORD PHASE: 2'OFFSET: .0 SEC: 0.% ,-[iSOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 83.7 .0 83.7 .1 31.3 .1 31.3 PHASE SPLIT (%) 0.% 73.% 0.% 73.% 0.% 27.% 0.% 27.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCLrRRENT PHASES 2+6 1+6 1+5 4e8 3+8 3~7 MAiN CROSS DL~RATION (SEC) 83.? ,0 ,0 31,3 ,0 ,0 83,7 31,3 CYCLE CObalT (SECi .0 83.7 83,7 83.7 ,0 ,0 .0 83,7 CYCLE COUNT ( % ) 0,% 73,% 73,% 73,% 0,% 0.% 0,% 73.% Sandy Lake & Moore - Proposed (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 115 115 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA:' 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78,0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow' (vph) = 1750 T = LT Critical G~ (sec)= 4.5 ~ ~ Headway (see) = 2.5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION **** INPUT DATA CONTINUED **** **** INTERSECTION 1 MOORE DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH 0. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL THRUS DUAL THRUS (2-6 NO OVERLAP NO OVERLA? kRTERiAL STREET CROSS PHASE (NEI~ 5[5] 6 115] 2 3[5] 4 7:5] 8 VOLD~ES (VPH) 0 517 0 448 0 298 0 202 SAT FLOW RATE (VPHG) 0 4405 0 4405 0 2923 0 2923 MINIMUM PHASE (SEC) 0 16 0 16 0 10 0 10 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGR~_M VERSION **** BEST PROGRESSION SOLUTION SUMMARY **** *** INT. 1 .0 SEC OFFSET ART ST PHASE SEQ IS DUAL THRUS (2~6) MOORE .0 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS ~RTERIAL STREET CROSS STREET CONCURRENT PHASES 2+6 1+6 1+5 TOTAL 4+8 3+8 3~7 TOTAL PHASE TIME (SECS) 76.2 .0 .0 76.2 38.8 .0 .0 38.8 PHASE TIME (%) 66.3 .0 .0 66.3 33.7 .0 .0 33.7 --- MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) .0 76.2 .0 76.2 .0 38.8 .0 38.8 V/C-RATIO .00 .19 .00 .16 .00 .34 .00 .23 LEVEL OF SERVICE A A A A DELAY (SECS/VEH) .0 7.7 .0 7.6 .0 26.5 .0 25.5 LEVEL OF SERVICE B B C C QUEUE (VEH/LANE) .0 2.5 .0 2.2 .0 4.1 .0 2.8 STOPS (STOPS/HR) 0. 465. 0. 403. 0. 269. O. 182. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 13.93 SECS/VEH 10.54 GAL/HR 40 SECS (ART.MOE) .PASSER iI-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGFt~M VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 115 SECS BAND A = 77 SECS BAND B = 77 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 13.9 SECS/VEH 5.7 VEH-HR/HR 1465. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 10.54 GAL/HR 1320. STOPS 40 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: MOORE COORD PHASE: 0 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 76.2 .0 76.2 .1 38.8 .1 38.8 PHASE SPLIT (%) 0.% 66.% 0.% 66.% 0.% 34.% 0.% 34.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCURRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 76.2 .0 .0 38.8 .0 .0 76.2 38.8 CYCLE COUNT (SEC) .0 76.2 76.2 76.2 .0 .0 .0 76.2 CYCLE COUNT ( % ) 0.% 66.% 66.% 66.% 0.% 0.% 0.% 66.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(2): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: MOORE COORD PHASE: 2 OFFSET: .0 SEC: 6.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 76.2 .0 76.2 .1 38.8 .1 38.8 PHASE SPLIT (%) 0.% 66.% 0.% 66.% 0.% 34.% 0.% 34.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCLrRRENT PHASES 2~6 1+6 !~5 4+8 3+8 3+7 MAiN CROSS DD2RATION (SEC) 76.2 .C .0 38.8 .O .0 75.2 38.8 CYCLE COUNT (SEC) .0 76.2 76.2 76.2 .0 .0 .O 76.2 CYCLE COUNT ( % ) 0.% 66.% 66.% 66.% 0.% 0.% 0.% 66.% Sandy Lake & Moore - Existing PM (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 115 115 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 (EMBED.DAT) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D - 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4°5 H = LT Headway (sec~ = 2.5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL'PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 MOORE DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED O. FT 0. MPH O. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL THRUS DUAL THRUS (2~e) NO OVERLAP NO OVERLAP ~RTERiAL STREET CRCSS STREET PHASE (NEm~) 5[5~ 6 115] 2 3~5] 4 715~ 8 VOLUMES (VPH) 0 535 0 498 0 105 0 311 SAT FLOW RATE (VPHG) 0 1599 0 1599 0 1534 0 2923 MINIMUM PHASE (SEC) 0 16 0 16 0 10 0 10 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRA~M VERSION 2.0 · *** BEST PROGRESSION SOLUTION SUMMARY **** · ** INT. I .0 SEC OFFSET ART ST PHASE SEQ IS DUAL THRUS MOORE .O % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS ARTERIAL STREET CROSS STREET CONCURRENT PHASES 2+6 1+6 1+5 TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SETS) 85.9 .0 .0 85.9 29.1 .0 .0 29.1 PHASE TIME (%) 74.7 .0 .0 74.7 25.3 .0 .0 25.3 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SET) .0 85.9 .0 85.9 .0 29.1 .0 29.1 V/C-RATIO .00 .47 .00 .44 .00 .31 .00 .49 LEVEL OF SERVICE A A A A DELAY (SECS/VEH) .0 6.4 .0 6.1 .0 32.2 .0 33.9 LEVEL OF SERVICE A A C D QUEUE (VEH/LANE) .0 5.7 .0 5.2 .0 3.1 .0 4.8 STOPS (STOPS/HR) 0. 484. O. 450. 0. 95. 0. 283. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 14.05 SECS/VEH 10.32 GAL/HR 40 SECS (~T.MOE~ PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 115 SECS BAND A = 87 SECS BAND B = 87 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 14.1 SECS/VEH 5.7 VEH-HR/HR 1449. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 10.32 GAL/HR 1311. STOPS 40 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1: MOORE COORD PHASE: 0 OFFSET: .0 SEC: 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 .6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 85.9 .0 85.9 .1 29.1 .1 29.1 PHASE SPLIT (%) 0.% 75.% 0.% 75.% 0.% 25.% 0.% 25.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCURRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 85.9 .0 .0 29.1 .0 .0 85.9 29.1 CYCLE COUNT (SEC) .0 85.9 85.9 85.9 .0 .0 .0 85.9 CYCLE COUNT ( % ) 0.% 75.% 75'.% 75.% 0.% 0.% 0.% 75.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(2): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: MOORE COORD PHASE: 2 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 85.9 .0 85.9 .1 29.1 .1 29.1 PHASE SPLIT (%) 0.% 75.% 0.% 75.% 0.% 25.% 0.% 25.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCL~RRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION ~SEC) 85.9 .0 .0 29.1 .0 .0 85.9 29.1 CYCLE COUNT (SEC) .0 85.9 85.9 85.9 .0 .0 .0 85.9 CYCLE COUNT ( % ) 0.% 75.% 75.% 75.% 0.% 0.% 0.% 75.% Sandy Lae & Moore- Proposed PM (COVER) PASSER 11-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 1 115 115 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4.0 ( EMBED. DAT ) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT: ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA: 1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH B - 19.5 SECS/VEH ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH D ~ 52.0 SECS/VEH 15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway (sec) = 2.5 (INPUT.DATA) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 MOORE DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED 0. FT 0. MPH O. FT 0. MPH A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE 0 SECS 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE DUAL THRUS (4+8) DUAL THRUS (2+6) NO OVERLAP NOOVERLAP ~RTERiAL STREET CROSS STREET PHASE (NE~) 5[5 6 115] 2 3[5] 4 7[5] 8 VOLUMES (VPH) 0 535 0 498 '0 105 0 311 SAT FLOW RATE (VPHG) 0 4405 0 4405 0 2923 0 2923 MINIMUM PHASE (SEC) 0 16 0 16 0 10 0 10 (ERROR.MSG) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** *** INT. 1 .0 SEC OFFSET ART ST PHASE SEQ IS DUAL THRUS (276) MOORE .0 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS ARTERIAL STREET CROSS STREET CONCURRENT PHASES 2+6 1+6 1+5 TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SECS) 81.1 .0 .0 81.1 33.9 .0 .0 33.9 PHASE TIME (%) 70.5 .0 .0 70.5 29.5 .0 .0 29.5 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8 PHASE DIRECTION EBLTPR WBTHRU WBLTPR EBTHRU NBLTPR SBTHRU SBLTPR NBTHRU PHASE TIME (SEC) .0 81.1 .0 81.1 .0 33.9 .0 33.9 V/C-RATIO .00 .18 .00 .17 .00 .14 .00 .41 LEVEL OF SERVICE A A A A DELAY (SECS/VEH) .0 6.1 .0 6.0 .0 27.7 .0 30.1 LEVEL OF SERVICE A A C C QUEUE (VEH/LANE) .0 2.3 .0 2.2 .0 1.5 .0 4.6 STOPS (STOPS/HR) 0. 482. 0. 448. 0. 95. 0. 281. TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 12.78 SECS/VEH 9.92 GAL/HR 40 SECS (ART.MOE> PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE LENGTH = 115 SECS BAND A = 82 SECS BAND B = 82 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 12.8 SECS/VEH 5.1 VEH-HR/HR 1449. TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 9.92 GAL/HR 1306. STOPS 40 SECS (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3. DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN INTRSC 1 : MOORE COORD PHASE: 0 OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 81.1 .0 81.1 .1 33.9 .1 33.9 PHASE SPLIT (%) 0.% 71.% 0.% 71.% 0.% 29.% 0.% 29.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCURRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 81.1 .0 .0 33.9 .0 .0 81.1 33.9 CYCLE COUNT (SEC) .0 81.1 81.1 81.1 .0 .0 .0 81.1 CYCLE COUNT ( % ) 0.% 71.% 71.% 71.% 0.% 0.% 0.% 71.% (PIN.SET) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** COPPELL SANDY LAKE DISTRICT 12/18/96 RUN NO. 1 CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = i 2 3. DEFAULT(2) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2 MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN INTRSC 1: MOORE COORD PHASE: 21OFFSET: .0 SEC: 0.% ,-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 81.1 .0 81.1 .1 33.9 .1 33.9 PHASE SPLIT (%) 0.% 71.% 0.% 71.% 0.% 29.% 0.% 29.% PHASE REVERSAL 6 5 2 1 4 3 8 7 LEFT TURN LAG -- LAG -- LAG -- LAG -- CONCURRENT PHASES 2+6 1+6 1+5 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 81.1 .0 .0 33.9 .0 .0 81.1 33.9 CYCLE COUNT (SEC) .0 81.1 81.1 81.1 .0 .0 .0 81.1 CYCLE COUNT ( % ) 0.% 71.% 71.% 71.% 0.% 0.% 0.% 71.% APPENDIX B Engineers Estimate of Construction Cost DENTON TAP AT BETHEL ENGINEERS ESTIMATE OF CONSTRUCTION COST 0100 PREP ROW KM 0.12 $20,000.00 $2,400.00 0104 REMOVE OLD CONC (CURB OR C&G) M 110.00 $6.00 $660.00 0340 ASPH CONC (BASE COURSE) (100MM) MG 75.00 $33.00 $2,475.00 0360 CONC PVMT (250MM) M2 300.00 $20.00 $6,000.00 0465 RCP SEWER (450MM) M 5.00 $40.00 $200.00 0470 INLET (COMPL) EA 1.00 $3,500.00 $3,500.00 0500 MOBILIZATION LS 1.00 $4,500.00 $4,500.00 0502 BARRICADES, SIGNS AND TRAF HANDLE MO 1.00 $1,500.00 $1,500.00 0512 PORT CONC TRAF BAR (LOW PROF)(TY I)O'Y E) M 100.00 $25.00 $2,500.00 0512 PORT CONC TRAF BAR (REMOVE) M 100.00 $3.00 $300.00 0529 CONC CURB M 110.00 $12.00 $1,320.00 0530 DRIVEWAYS (CONC)(150MM) M2 16.00 $30.00 $480.00 0662 WRK ZN PAV MRK (SHORT TERM)(VV) M 150.00 $1.00 $150.00 0666 REFEL PAV MRK TY I 0/V) (SLD) (100MM) M 50.00 $1.60 $80.00 0668 PREFAB PAV MRK TY A (VV) (ARROVV) EA 1.00 $200.00 $200.00 0668 PREFAB PAV MRK TY a 0/V) (VVORD) EA 1.00 $100.00 $100.00 5012 TEMP SEDMT CONT FENCE M 120.00 $9.00 $1,080.00 5012 TEMP SEDMT CONT FENCE (REMOVE) M 120.00 $5.00 $600.00 STREET PAVERS M2 20.00 $100.00 $2,000.00 · ;:";; RELOCATE TRAFFIC SIGNAL POLE LS 1.00 $10,000.00 $10,000.00 ~:";; UTILITY ADJUSTMENTS LS 1.00 $3,000.00 $3,000.00 S U BTOTAL $43,045.00 ADD 10% CONTINGENCIES $4,304.50 ENGINEER'S ESTIMATED CONSTRUCTION COST $47,349.50 DENTON TAP AT WRANGLER ENGINEERS ESTIMATE OF CONSTRUCTION COST 01 oo PREP ROW KM 0.13 $20,000.00 $2,600.00 0104 REMOVE OLD CONC (CURB OR C&G) M 120.00 $6.00 $720.00 0340 ASPH CONC (BASE COURSE) (100MM) MG 100:00 $33.00 $3,300.00 0360 CONC PVMT (250MM) M2 400.00 $20.00 $8,000.00 0465 RCP SEWER (450MM) M 25.00 $40.00 $1,000.00 0470 INLET (COMPL) EA 1.00 $3,500.00 $3,500.00 0500 MOBILIZATION LS 1.00 $4,500.00 $4,500.00 0502 BARRICADES, SIGNS AND TRAF HANDLE MO 1.00 $1,500.00 $1,500.00 0512 PORT CONC TRAF BAR (LOW PROF)(TY I)('I'Y E) M 100.00 $25.00 $2,500:00 0512 iPORT CONC TRAF BAR (REMOVE) M 100.00 $3.00 $300.00 0529 CONC CURB M 120.00 $12.00 $1,440.00 0662 WRK ZN PAV MRK (SHORT TERM)(W) M 150.00 $1.00 $150.00 0666 :REFEL PAV MRK TY I 0/V) (SLD) (100MM) M 60.00 $1.60 $96,00 0668 PREFAB PAV MRK TY a (W) (ARROW) EA 1.00 $200.00 $200.00 0668 PREFAB PAV MRK TY A 0/V) (:WORD) EA 1.00 $100.00 $100.00 5012 TEMP SEDMT CONT FENCE M 130.00 $9.00 $1,170.00 5012 TEMP SEDM:I' CONT FENCE (REMOVE) M 130.00 $5.00 $650.00 · ~':'~'~STREET PAVERS M2 30.00 $100.00 $3,000.00 :-:":': RELOCATE TRAFFIC CONTROL BOX LS 1.00 $10,000.00 $10,000.00 ::":': RELOCAfE TRAFFIC SIGNAL POLE LS 1.00 $10,000.00 $10,000.00 ~;-:-'~ UTILITY ADJUSTMENTS LS 1.00 $3,000.00 $3,000.00 SUBTOTAL $57,726.00 ADD 10% CONTINGENCIES $5,772.60 ENGINEER'S ESTIMATED CONSTRUCTION COST. $63,498.60 BELT LINE AT MACARTHUR ENGINEERS ESTIMATE OF CONSTRUCTION COST 01 oo PREP ROW KM 0.00 $20,000.00 $0.00 0104 REMOVE OLD CONC (CURB OR C&G) M 120.00 $6.00 $720.00 0340 ASPH CONC (BASE COURSE) (100MM) MG 120.00 $33.00 $3,960.00 0360 CONC PVMT (250MM) M2 j 475.00 $20.00 $9,500.00 0500 MOBILIZATION LS 1.00 $4,500.00 $4,500.00 0502 BARRICADES, SIGNS AND TRAF HANDLE MO 1.00 $1,500.00 $1,500.00 0512 PORT CONC TRAF BAR (LOW PRO,F)(TY I)(TY E), M 120.00 $25.00 $3,000.00 05:12 PORT CONC TRAF BAR (REMOVE) M 120.00 $3.00 $360.00 0529 CONC CURB M 120.00 $12.00 .$1,440.00 0662 WRK ZN PAV MRK,(SHORT TERM)(VV) "' M 150.00 $1.00 $150.00 0666 REFEL PAV MRK TY I (W) (SLD) (100MM) M 50.00 $1.60 $80.00 0668 PREFAB PAV MRK TY A (W) (ARROW) EA 1.00 $20.0.00 $200.00 0668 PREFAB PAV MRK TY A, ~/) (WORD) EA 1.00 $100.00 $100.00 5012 TEMP SEDMT CONT FENCE M 120.00 $9.00 .$1,080.00 5012 TEMP SEDMT CONT FENCE (REMOVE)" M 120.00 $5.00 $600.00 ;':':'~' STREET PAVERS M2 36.00 $100.00 $3,600.00 · ;';;'; RELOCATE RAILROAD GATE ARM LS 1.00 $10,000.00 $10,000.00 · ;';:':-UTILITY ADJUSTMENTS LS 1.00 $2,500.00 $2,500.00 SUBTOTAL $43,290.00 ADD 10% CONTINGENCI'ES $4,329.00 ENGINEER'S ESTIMATED CONSTRUCTION COST $47,619.00 SANDY LAKE AT MOORE ENGINEERS ESTIMATE OF CONSTRUCTION COST 0100 PREP ROW KM 0.36 $20,000.00 $7,200.00 0104 REMOVE OLD CONC (CURB OR C&G) M 60.00 $6.00 $360.00 0104 !REMOVE OLD CONC (PAV) M2 1900.00 $4.00 $7,600.00 0104 REMOVE OLD CONC (DRVWY) M2 250:00 $4.00 $1,000.00 0340 ASPH CONC (BASE COURSE) (:100MM) MG 1100.00 $33.00 $36,300.00 0360 'CONC PVMT (250MM) M2 4250.00 $20.00 $65,000.00 0470 INLET (COMPL) EA 7.00 $3,500.00 $24,500.00 0500 MOBILIZATION LS 1.00 $10,000.00 $10,000.00 0502 BARRICADES, SIGNS AND TRAF HANDLE MO 3.00 $1,500.00 $4,500.00 0512 PORT CONC TRAF BAR (LOW PROP"')('!'Y I)(TY E) M 200.00 $25.00 $5,000.00 0512 PORT CONC TRAF BAR (REMOVE) M 200.00 $3.00 $600.00 0529 CONC CURB M 350.00 $12.00 $4,200.00 0530 DRIVEWAYS (CONC)(150MM) M2 100.00 $30.00 $3,000.0o 0662 WRK ZN PAV MRK (SHORT TERM)(W) M 200.00 $1.00 $200.00' 0666 REFEL PAV MRK TY I (W) (100MM) M 650.00 $1.60 $1,040.00 0668 PREFAB PAV MRK TY a (W) (ARROW) EA 18.00 $200.00 $3,600.00 0668 PREFAB PAV MRK TY A (W) (WORD) EA 8.00 $100.00 $800.00 5012 TEMP SEDMT CONT FENCE M 370.00: $9.00 $3,330.00 5012 ,E:MP SEDMT CONT FENCE (REMOVE) M 370.00! $5.00 $1,850.00 --:"; I H~FFIC SIGNALIZE INTERSECTION LS 1.00! $90,000.00 $90,000.00 .... UTILITY ADJUSTMENTS LS 1.00~ $3,000.00 $3,000.00 SUBTOTAL $293,080.00 ADD 10% CONTINGENCIES $29,308.00 ENGINEER'S ESTIMATED CONSTRUCTION COST $322,388.00 APPENDIX C Construction Budget Construction Budget / / f "\ ! U Cor~sultant ~B_~d~lnt PS&E ROW TXDOT PM/E TXDOT TxDOT Amnt Aweliable Cost TxDOT Amount Amount constr. TIP consb'. ROW for Constr./Admin Estimate Consb'.lAdmln +l- Unzicker Schnurbusch _ _ ~oJect 10 Denton Tap at Bethel '~..gj~ $ 30~000 $ 6,090 $ 5,700 $ 2,569 $ 720 $ 4,038 $ 314 $ 14,921 $ 47.400 $ 5,660 $ (3~.139) Denton Tap at Wra~ler *~ $ 35.000 $ 7,'105 $ 2]00 $ 3,442 $ 840 $ 5.410 $ 14~' $ 20.913 $ 63,500 $ 7,582 $ (,50,16~) ........ Belt Line at ~v~cAr~h~r '7~ .... $ 90.000 $ 18,269 $ $ Z580 $ 2,160 $ 4,056 $ $ 66,991 $ 47,600 $ 5,6~3 $ 13.708 / .Sandy Lake at Moore ~'~7 $ 514,000 $ 104,336 $_ 39,0q0. $ 17,473 $ 12,336 $_27.467 $ _2,!45 $ 340,855 $ 3221388 $ t38.493