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ST9302-SY000329
P.O. Box 478 Copl~l, TX 75019 Phone: (972)304-3679 Fax: (972)304-3570 ENGINEERING DEPARTMENT FAX CO I/ER SHEET Phone: (induding cover sheet) no: ~'/~/,f4, 7"s~ s'~'~5' cc.. ,l~rgent [] For Review [] Please Comment [] ~easeRep~ ,~As Requested ,Comments: IF YOU DO NOT RECEIVE ALL OF THE PAGES, PLEASE CALL (972) 304-3679 Engineering- Excellence By Design MacArt AM Pea pire io IIPhase t PM Pea Phase(s) 2+5 1+6 3+8 4+7 Direction SB L&T NB L&T EB L&T WB L&T =hase time (sec) 24 sec 50 sec 17 sec 19 sec Phase time (%) 22% 45% 15% 18% il I ~E£ Sandy Lake Road at Samuel AM Peak Period Cycle Length = 60 eec Sandy Lake Samuel Phase(s) 2+6 4+7 Direction EB&WB SB L&T Phase time (sec) 46 sec 14 sec Phase time (%) 76% 24% PM Peak Period Cycle Length - 60 sec Sandy Lake Samuel Phase(s) 2+6 4+7 Direction EB&WB SB L&T Phase time (sec) 44 sec 16 sec Phase time (%) 74% 26% Off-Peak Period Cycle Length = 80 sec T MacArthur Sandy Lake Phase(s) 2+5 1+6 3+8 4+8 4+7 Direction SB L&T NB L&T EB L&T EBT&WBT WB L&T Phase time (sec) 22 sec 27 sec 10 sec 12 sec 10 sec Phase time (%) 27% 34% 13% 15% 13% Off-Peak Period Cycle Length = 60 sec Sandy Lake Samuel Phase(s) 2+6 4+7 Direction EB&WB SB L&T Phase time (sec) 49 sec 11 sec Phase time (%) 81% 19% Sandy Lake Road at Moore AM Peak Period cyc,. c .gth..o aec T Phase(s) 2+5 1+6 3+8 4+7 Direction EB L&T WB L&T NB L&T SB L&T Phase time (sec) 38 sec 29 sec 21 sec 22 sec Phase time (%) 35% 26% ~ ~ ZD ~ ~'~°1o ~cl'lo PM P~k Peri~ Cycle Len~h = 110 sec Phase(s) 2+5 1+6 3+8 4+7 3irection EB L&T WB L&T NB L&T SB L&T ;~hase time (sec) 35 sec 34 sec 29 sec 13 sec Phase time (%) 32% 30% 26% 12% Off-Peak Period rCycle Length ' 60 sec ~'/.- de ~/~ Phase(s) 2+5 1+6 3+8 4+7 Direction EB L&T WB L&T NB L&T SB L&T Phase time (sec) 20 sec 20 sec 10 sec 10 sec Phase time (%) 33% 33% 17% 17% MacArthur at Sandy Lake Road Sandy Lake Road at Samuel AM Peak Period C~cle Len~h · 110 sec MacArthur Sand~, Lake Phase(s) 2+5 1+6 3+8 4+7 [:)irection SB L&T NB L&T EB L&T WB L&T Phase time (sec) 56 sec 17 sec 25 sec 12 sec F=hase time f%) 51% 16% 23% 10% PM Peak Period C~fcle Length - 110 sec · Mac, Arthur Sand~, Lake ;~hase(s) 2+5 1+6 3+8 4+7 Direction SB L&T NB L&T EB L&T WB L&T Phase time (sec) 24 sec 50 sec 17 sec 19 sec Phase time (%) 22% 45% 15% 18% AM Peak Period C~cle Length · 60 sec Sandy Lake Samuel Phase(s) 2+6 4+7 Direction EB&WB SB L&T Phase time (sec) 46 sec 14 sec Phase time (%) 76% 24% PM Peak Period Cycle Length - 60 eec Sandy Lake Samuel Phase(s) 2+6 4+7 Direction EB&WB SB L&T Phase time (sec) 44 sec 16 sec Phase time (%) 74% 26% Off-Peak Period C;fcle Length - 80 sec MacArthur Sandy Lake ;=hase(s) 2+5 1+6 3+8 4+8 4+7 ::)irection SB L&T NB L&T EB L&T EBT&WBT WB L&T =hase time (sec) 22 sec 27 sec 10 sec 12 sec 10 sec ~hase time I%) 27% 34% 13% 15% 13% Off-Peak Period Cycle Length - 60 sec Sandy Lake Samuel Phase(s) 2+6 4+7 Direction EB&WB SB L&T Phase time (sec) 49 sec 11 sec Phase time (%) 81% 19% Sandy Lake Road at Moore AM Peak Period Cycle Length - 110 aec ~'/,., ~//~f~ T Phase(s) 2+5 1 +6 3+8 4+7 3irection EB L&T WB L&T NB L&T SB L&T ~ase time (sec) 38 sec 29 sec 21 sec 22 sec ;=hase time I%) 35% 26% ~ ~ Z~) ~ PM P~k P~i~ ~cle Len~h - 110 s~ ;~hase(s) 2+5 1+6 3+8 4+7 3irection EB L&T WI~ L&T NB L&T SB I.&T ;~hase time (sec) 35 sec 34 sec 29 sec 13 sec ;;hase time (%) 32% 30% 26% 12% Off-Peak Period C~fcle Length I ~0 ~C Phase(s) 2+5 1+6 3+8 4+7 Direction EB I.&T WB L&T NB L&T SB L&T Phase time (sec) 20 sec 20 sec 10 sec 10 sec Phase Ume I%) 33% 33% 17% 17% Location.: SANDY LAKE @ MOORE W~athur: WARM Countud By: JA Count:~r {: 1440 Study lame: 14341111 Site Cude: 00000003 Start Date: o9/01/~ Pa~e : 1 Vehicle group 1 Southbound Westbound Mortllbouud Eastbound Start Intvl. Ti~e Left Thru Right O!_-~r Left Tllru Right Other Left Thru Rioht Other Left Thru Right Other Tota] o~/ol/~ '07:00 18 47 11 0 29 79 7 0 16 26 10 0 2 75 19 0 33! 07:15 14 45 12 0 32 84 6 0 15 33 6 0 3 87 14 0 351 07:30 41 66 14 0 27 84 11 0 17 22 19 1 1 85 30 0 41t 07:45 26 48 17 0 26 86 9 0 29 21 15 0 0 54 38 0 36~ Hour 99 206 54 0 114 333 33 0 77 102 50 1 6 301 101 0 147~ 08:00 12 33 11 0 11 84 7 0 7 13 12 0 6 76 12 0 284 08:15 18 27 12 0 15 95 7 0 17 9 13 0 3 73 8 0 29? 08:30 10 25 10 0 8 67 5 0 6 6 12 0 6 63 13 0 233 08:45 11 11 8 0 11 79 3 0 11 9 20 0 4 74 6 0 24~ Hour 51 96 41 0 45 325 22 0 41 37 57 0 19 286 39 0 105! 09:00 12 13 2 0 8 72 3 0 4 9 10 0 3 80 5 0 223 09:15 4 8 2 0 3 67 3 0 4 2 6 0 6 57 11 0 172 09:30 10 14 2 0 5 50 1 0 9 8 9 0 3 52 5 0 161 -:45 6 ~ 4 0 4 64 4 0 5 15 7 O 4 ~ 7 0 194 our 32 43 10 0 20 253 11 0 22 34 32 0 16 255 28 0 10:00 8 9 4 0 12 70 5 0 3 7 8 0 3 50 7 0 18{ 10:15 6 6 4 0 8 57 11 0 3 6 10 0 2 52 6 0 173 ~10:30 4z~ . 10~ 3~ 0 630 59~ro 7in 0 11~ 5~ l13s 0 2. 59zl~ 5~r 0 181 10:45 6 7 3 0 10 55 4 0 10 11 11 0 3 56 12 0 18~ Hour 24 32 14 0 36 241 27 0 27 29 40 0 10 217 30 0 721 [BREAKI .................................................................................................................. 16:00 5 17 5 0 15 84 10 0 20 21 8 0 5 73 0 0 262 16:15 9 12 5 0 12 75 6 0 12 35 19 0 3 79 7 0 27{ 16:30 11 7 4 0 13 74 8 0 9 24 20 0 5 92 12 0 27! 16:45[ 8 19 9 0 12 72 11 0 14 32 19 0 13 92 10 0 313 Hour 33 55 23 0 52 305 35 0 55 112 66 0 26 336 29 0 112: 1'*'-7:00 9 25 8 0 9 93 13 0 16 40 30 0 7 81 12 0 342 17:15[ 8 26 7 0 13 95 14 0 19 50 27 0 11 88 7 0 36! 17:30 13 20 5 0 13 84 12 0 17 55 34 0 6 96 16 0 373 17:45[ 9 24 4 0 16 77 9 0 13 45 28 0 5 77 12 0 31! ~ Hour 39 95 24 0 51 349 48 0 65 190 119 0 29 342 47 0 Total 278 527 166 0 318 1806 176 0 287 504 364 1 106 1737 274 0 654~ % Apr. 28.6 54.2 17.0 - 13.8 78.5 7.6 - 24.8 43.5 31.4 - 5.0 82.0 12.9 - %Int. 4.2 8.0 2.5 - 4.8 27.5 2.6 - 4.3 7.7 5.5 - 1.6 26.5 4.1 - ~J ~ SANMORAM (COVER) PASSER II-90 DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM Coppell Sandy Lake Road DISTRICT 03/29/00 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF INTERSECTIONS LOWER CYCLE LENGTH UPPER CYCLE LENGTH 110 REFERENCE POINT 1 110 MASTER INTERSECTION REFERENCE INTERSECTION 1 BEGIN VERSION 2.0 RUN NO. CYCLE INCREMENT 1 SYSTEMWIDE LOST TIME 4.0 (EMBED.DAT) DECEMBER 93 TRAFFIC CONTROL TYPE: PRETIMED OPERATION IDEAL SATURATION FLOW: 1900 PCPHGPL ANALYSIS PERIOD: 15 MINUTES PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM LEFT TURN SNEAKERS: 2.0 VEHICLES PHASE LOST TIME: 4.0 SECONDS LEFT TURN PHASING: APPROACH-BASED VERSION 2.0 DELAY UNIT: TOTAL DELAY LOS DELAY CRITERIA: A - 6.5 SECS/VEH B - 19.5 SECS/VEH C - 32.5 SECS/VEH D - 52.0 SECS/VEH 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 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE LT 5 LEADS (2+5) NO OVERLAP B SIDE QUEUE CLEARANCE 0 SECS CROSS ST PHASE SEQUENCE LT 7 LEADS (4+7) NO OVERLAP ARTERIAL STREET PHASE (NEMA) 5[2] 6 112] 2 3[5] VOLUMES (VPH) 0 366 0 402 77 SAT FLOW RATE (VPHG) 1728 1819 1728 1819 1728 MINIMUM PHASE (SEC) 10 10 10 10 10 CROSS STREET 4 7[2] 8 260 0 152' 1819 1728 1819 10 10 10 (ERROR.MSG) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) DECEMBER 93 *** INT. 1 Moore CONCURRENT PHASES PHASE TIME (SECS) PHASE TIME (%) PHASE (NEMA) PASSER 11-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** .0 SEC OFFSET ART ST PHASE SEQ IS LT 5 LEADS (2+5) .0 % OFFSET CROSS ST PHA~E SEQ IS LT 7 LEADS (4+7) ARTERIAL STREET CROSS STREET 2+5 2+6 1+6 TOTAL 4+7 4+8 3+8 TOTAL 38.4 .0 28.6 67.0 21.6 .0 21.4 43.0 34.9 .0 26.0 60.9 19.6 .0 19.5 39.1 MEASURES OF EFFECTIVENESS 5[2] 6 112] 2 3[5] 4 7[2] 8 PHASE DIRECTION PHASE TIME (SEC) 38.4 28.6 V/C-RATIO .00 .92 LEVEL OF SERVICE E DELAY (SECS/VEH) .0 65.1 LEVEL OF SERVICE E QUEUE (VEH/LANE) .0 13.1 STOPS (STOPS/HR) 0. 399. TOTAL INTERSECTION DELAY 53.26 SECS/VEH EBLTPR WBTHRU WBLTPR EBTHRU 28.6 38.4 .00 .71 C .0 37.2 D .0 9.2 0. 338. FUEL CONSUMPTION 19.62 GAL/HR NBLTPR SBTHRU SBLTPR NBTHRU 21.4 21.7 21.6 21.5 · 28 .89 .00 .53 A E A 41.0 70.3 .0 44.3 D E D 2.1 10.0 .0 4.0 62. 289. 0. 141. MINIMUM DELAY CYCLE > 120 SECS (ART.MOE) DECEMBER 93 Coppell PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Sandy Lake Road CYCLE LENGTH = 110 SECS AVERAGE PROGRESSION SPEED - AVERAGE INTERSECTION DELAY 53.3 SECS/VEH TOTAL SYSTEM FUEL CONSUMPTION 19.62 GAL/HR DISTRICT 03/29/00 BAND A = 69 SECS BAND B = BAND A = 0 MPH BAND B = EFFICIENCY AND ATTAINABILITY NOT AVAILABLE TOTAL SYSTEM DELAY 18.6 VEH-HR/HR TOTAL SYSTEM STOPS 1229. STOPS VERSION 2.0 RUN NO. 1 69 SECS 0 MPH TOTAL NUMBER VEHICLES 1257. MAXIMIN CYCLE > 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 Sandy Lake Road DISTRICT 03/29/00 RUN NO. 1 CYCLE = 110. 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) 38.4 28.6 28.6 38.4 21.4 21.7 21.6' 21.5 PHASE SPLIT (%) 35.% 26.% 26.% 35.% 19.% 20.% 20.% 20.% PHASE REVERSAL .... 2 1 4 3 .... LEFT TURN LEAD -- LAG -- LAG -- LEAD -- CONCURRENT PHASES 2+5 2+6 1+6 4+7 4+8 3+8 MAIN CROSS DURATION (SEC) 38.4 CYCLE COUNT (SEC) .0 CYCLE COUNT ( % ) 0.% .0 28.6 21.6 .0 21.4 67.0 43.0 38.4 38.4 67.0 88.6 88.6 .0 67.0 35.% 35.% 61.% 81.% 81.% 0.% 61.% (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Sandy Lake Road DISTRICT 03/29/00 RUN NO. 1 CYCLE = 110. 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) 38.4 28.6 28.6 38.4 21.4 21.7 21.6 21.5 PHASE SPLIT (%) 35.% 26.% 26.% 35.% 19.% 20.% 20.% 20.% PHASE REVERSAL .... 2 1 4 3 -- r- LEFT TURN LEAD -- LAG -- LAG -- LEAD -- CONCURRENT PHASES 2+5 2+6 1+6 4+7 4+8 3+8 MAIN CROSS DURATION (SEC) 38.4 .0 28.6 21.6 .0 21.4 67.0 43.0 CYCLE COUNT (SEC) .0 38.4 38.4 67.0 88.6 88.6 .0' 67.0 CYCLE COUNT ( % ) 0.% 35.% 35.% 61.% 81.% 81.% 0.% 61.% SANMORPM (COVER) DECEMBER 93 Coppell PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM Sandy Lake Road DISTRICT 03/29/00 - ISOLATED OPERATION, **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE INTERSECTIONS LENGTH LENGTH 1 110 .110 MASTER REFERENCE REFERENCE INTERSECTION INTERSECTION POINT 1 1 BEGIN VERSION 2,0 RUN NO, CYCLE INCREMENT 1 SYSTEMWIDE LOST TIME 4,0 (EMBED,DAT) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM LEFT TURN SNEAKERS: 2,0 VEHICLES PHASE LOST TIME: 4,0 SECONDS LEFT TURN PHASING: APPROACH-BASED TRAFFIC CONTROL TYPE: PRETIMED OPERATION IDEAL SATURATION FLOW: 1900 PCPHGPL ANALYSIS PERIOD: 15 MINUTES VERSION 2,0 DELAY UNIT: TOTAL DELAY LOS DELAY CRITERIA: A - 6,5 SECS/VEH B - 19.5 SECS/VEH C - 32,5 SECS/VEH D - 52,0 SECS/VEH 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) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2,0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 DISTANCE 0 TO 0. FT Moore SPEED 0. MPH A SIDE QUEUE CLEARANCE 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE LT 5 LEADS (2+5) NO OVERLAP DISTANCE 1 TO 0 0. FT SPEED 0. MPH B SIDE ~UEUE CLEARANCE 0 SECS CROSS ST PHASE SEQUENCE LT 7 LEADS (4+7) NO OVERLAP PHASE (NEMA) 5[2] VOLUMES (VPH) 0 SAT FLOW RATE (VPHG) 1728 MINIMUM PHASE (SEC) 10 ARTERIAL STREET 6 112] 2 3[5] 397 0 389 65 1819 1728 1819 1728 10 10 10 10 CROSS STREET 4 7[2] 8 119 0 309 1819 1728 1819. 10 10 10 (ERROR.MSG) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) DECEMBER 93 *** INT. 1 Moore CONCURRENT PHASES PHASE TIME (SECS) PHASE TIME (%) PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** .0 SEC OFFSET ART ST PHASE SEQ IS LT 5 LEADS (2+5) .0 % OFFSET CROSS ST PHASE SEQ IS LT 7 LEADS (4+7) ARTERIAL STREET CROSS STREET 2+5 2+6 1+6 TOTAL 4+7 4+8 3+8 TOTAL 34.9 .0 33.7 68.6 12.9 .0 28.5 41.4 31.7 .0 30.6 62.4 11.7 .0 25.9 37.6 MEASURES OF EFFECTIVENESS PHASE (NEMA) PHASE DIRECTION PHASE TIME (SEC) V/C-RATIO LEVEL OF SERVICE DELAY (SECS/VEH) .0 LEVEL OF SERVICE QUEUE (VEH/LANE) .0 STOPS (STOPS/HR) 0. TOTAL INTERSECTION DELAY 47.51 SECS/VEH 5[2] 6 112] 2 EBLTPR WBTHRU WBLTPR EBTHRU 34.9 33.7 33.7 34.9 · 00 .82 .00 .77 D C 46.8 .0 42.6 D D 10.7 .0 9.8 372. 0. 347. FUEL CONSUMPTION 18.31 GAL/HR 3[5] 4 7[2] 8 NBLTPR SBTHRU SBLTPR NBTHRU 28.5 13.0 12.9 28.6 .17 .81 .00 .76 A D C 34.5 73.6 .0 47.2 D E D 1.6 4.8 .0 8.5 48. 134. 0. 302. MINIMUM DELAY CYCLE > 120 SECS (ART.MOE) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Sandy Lake Road DISTRICT 03/29/00 RUN NO. 1 CYCLE LENGTH = 110 SECS BAND A = 71 SECS BAND B = 71 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 47.5 SECS/VEH 16.9 VEH-HR/HR 1279. TOTAL SYSTEM FUEL CONSUMPTION 18.31 GAL/HR TOTAL SYSTEM STOPS 1203. STOPS MAXIMIN CYCLE > 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 Sandy Lake Road DISTRICT 03/29/00 RUN NO. CYCLE = 110. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(i) : 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 : 6.% *-[ISOLATED OPERATION] DUAL-RING PHASE % 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 34.9 33.7 33.7 34.9 28.5 13.0 12.9 28.6 PHASE SPLIT (%) 32.% 31.% 31.% 32.% 26.% 12.% 12.%. 26.% PHASE REVERSAL .... 2 1 4 3 .... LEFT TURN LEAD -- LAG -- LAG -- LEAD -- CONCURRENT PHASES 2+5 DURATION (SEC) 34.9 CYCLE COUNT (SEC) .0 CYCLE COUNT ( % ) 0.% 2+6 1+6 4+7 4+8 3+8 MAIN CROSS .0 33.7 12.9 .0 28.5 68.6 41.4 34.9 34.9 68.6 81.5 81.5 .0 68.6 32.% 32.% 62.% 74.% 74.% 0.% 62.% (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Sandy Lake Road DISTRICT 03/29/00 RUN NO. CYCLE = 110. 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) 34.9 33.7 33.7 34.9 28.5 13.0 12.9 28.6 PHASE SPLIT (%) 32.% 31.% 31.% 32.% 26.% 12.% 12.% 26.% PHASE REVERSAL .... 2 1 4 3 .... LEFT TURN LEAD -- LAG -- LAG -- LEAD -- CONCURRENT PHASES 2+5 2+6 1+6 4+7 4+8 3+8 MAIN CROSS DURATION (SEC) 34.9 .0 33.7 12.9 .0 28.5 68.6 41.4 CYCLE COUNT (SEC) .0 34.9 34.9 68.6 81.5 81.5 .0 68.6 CYCLE COUNT ( % ) 0.% 32.% 32.% 62.% 74.% 74.% 0.% 62.% SANMOROF (COVER) DECEMBER 93 Coppell PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM Sandy Lake Road DISTRICT - ISOLATED OPERATION, **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE INTERSECTIONS LENGTH LENGTH 1 60 60 MASTER REFERENCE REFERENCE INTERSECTION INTERSECTION POINT 1 1 BEGIN 03/29/00 VERSION 2.0 RUN NO. CYCLE INCREMENT 1 SYSTEMWIDE LOST TIME 4.0 (EMBED.DAT) DECEMBER 93 PASSER II-90 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 ANALYSIS PERIOD: 15 MINUTES 4.0 SECONDS LEFT TURN PHASING: APPROACH-BASED A - 6.5 SECS/VEH B - 19.5 SECS/VEH C - 32.5 SECS/VEH D - 52.0 SECS/VEH 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) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 DISTANCE 0 TO O. FT Moore SPEED 0. MPH A SIDE QUEUE CLEARANCE 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE LT 5 LEADS (2+5) NO OVERLAP DISTANCE 1 TO 0 0. FT SPEED 0. MPH B SIDE QUEUE CLEARANCE 0 SECS CROSS ST PHASE SEQUENCE LT 7 LEADS (4+7) NO OVERLAP ARTERIAL STREET PHASE (NEMA) 5[2] 6 112] 2 3[5] VOLUMES (VPH) 0 277 0 252 22 SAT FLOW RATE (VPHG) 1728 1819 1728 1819 1728 MINIMUM PHASE (SEC) 10 10 10 10 10 CROSS STREET 4 7[2] 8 48 0 69 1819 1728 1819 10 10 10 (ERROR.MSG) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) DECEMBER 93 *** INT. 1 Moore CONCURRENT PHASES PHASE TIME (SECS) PHASE TIME (%) PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** .0 SEC OFFSET ART ST PHASE SEQ IS LT 5 LEADS (2+5) .0 % OFFSET CROSS ST PHASE SEQ IS LT 7 LEADS (4+7) ARTERIAL STREET CROSS STREET 2+5 2+6 1+6 TOTAL 4+7 4+8 3+8 TOTAL 19.8 .0 20.2 40.0 10.0 .0 10.0 20.0 33.0 .0 33.7 66.7 16.7 .0 16.7 33.3 MEASURES OF EFFECTIVENESS PHASE (NEMA) PHASE DIRECTION PHASE TIME (SEC) 19.8 20.2 V/C-RATIO .00 .57 LEVEL OF SERVICE A DELAY (SECS/VEH) .0 20.4 LEVEL OF SERVICE C QUEUE (VEH/LANE) .0 3.6 STOPS (STOPS/HR) 0. 226. TOTAL INTERSECTION DELAY 21.38 SECS/VEH 5[2] 6 112] 2 EBLTPR WBTHRU WBLTPR EBTHRU 20.2 19.8 .00 .53 A .0 20.2 C .0 3.2 0. 203. FUEL CONSUMPTION 5.51 GAL/HR 3[5] 4 7[2] 8 NBLTPR SBTHRU SBLTPR NBTHRU 10.0 10.0 10.0 10.0 .13 .27 .00 .38 A A A 24.5 25.3 .0 26.1 C C C .3 .7 .0 1.1 19. 41. 0. 64. MINIMUM DELAY CYCLE 50 SECS (ART.MOE) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Sandy Lake Road DISTRICT 03/29/00 CYCLE LENGTH = 60 SECS BAND A = 45 SECS BAND B = AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = RUN NO. 45 SECS 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY 21.4 SECS/VEH TOTAL SYSTEM DELAY 4.0 VEH-HR/HR TOTAL NUMBER VEHICLES 668. TOTAL SYSTEM FUEL CONSUMPTION 5.51 GAL/HR TOTAL SYSTEM STOPS 554. STOPS MAXIMIN CYCLE 50 SECS (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Sandy Lake Road DISTRICT 03/29/00 RUN NO. 1 CYCLE = 60. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(i) : 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) 19.8 20.2 20.2 19.8 10.0 10.0 10.0 10.0 PHASE SPLIT (%) 33.% 34.% 34.% 33.% 17.% 17.% 17.% 17.% PHASE REVERSAL .... 2 1 4 3 .... LEFT TURN LEAD -- LAG -- LAG -- LEAD -- CONCURRENT PHASES 2+5 DURATION (SEC) 19.8 CYCLE COUNT (SEC) .0 CYCLE COUNT ( % ) 0.% 2+6 1+6 4+7 4+8 3+8 MAIN CROSS .0 20.2 10.0 .0 10.0 40.0 20.0 19.8 19.8 40.0' 50.0 50.0 .0 40.0 33.% 33.% 67.% 83.% 83.% 0.% 67.% (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Sandy Lake Road DISTRICT 03/29/00 RUN NO. CYCLE = 60. 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 ~ PHASE SPLIT (SEC) 19.8 20.2 20.2 19.8 10.0 10.0 10.0 10.0 PHASE SPLIT (%) 33.% 34.% 34.% 33.% 17.% 17.% 17.% 17.% PHASE REVERSAL .... 2 1 4 3 .... LEFT TURN LEAD -- LAG -- LAG -- LEAD -- CONCURRENT PHASES 2+5 2+6 1+6 4+7 4+8 3+8 MAIN CROSS DURATION (SEC) 19.8 .0 20.2 10.0 .0 10.0 40.0 20.0 CYCLE COUNT (SEC) .0 19.8 19.8 40.0 50.0 50.0 .0 40.0 CYCLE COUNT ( % ) 0.% 33.% 33.% 67.% 83.% 83.% 0.% 67.% I~tionf F~NI)¥ ~ ~ ~¢ ~ DATA ~U~i~"I~I~ & ~SIS ~ N~: 749 Co~t~ By: ~ ~ ~te: ~/01/99 ~d {: 749 Pa~ : 1 Vehicle group 1 Southbound Westbound Northbound ~stbound Start Intvl. Time Left Thru Riaht Other Left Thru Right O*_her Left Thru Right Other Left Thru Right Other Total O Ol/99 07:00 63 400 i 0 7 27 4 0 13 52 27 0 8 83 26 0 711 07:15 104q{~ 395{~?g 2 v 0 124 33 m{z 2 ~ 0 16gq 64~[& 25{e8 0 13~Z 83YiZ 512dV 0 800 07:30 114 303 3 0 12 28 2 0 23 77 20 0 13 127 31 0 753 07:45{ 1)4 311 1 0 13 Z6 6 0 22 60 18 0 8 111 40 0 730 Hotll: 395 1409 7 0 44 114 14 0 74 253 90 0 42 404 148 0 2994 08:00 83 260 7 0 13 41 3 0 18 62 19 0 9 85 30 0 630 08:15 63 249 9 0 14 44 5 0 19 59 14 0 7 66 28 0 577 08:30 44 234 8 0 20 31 7 0 26 61 8 0 3 51 33 0 526 08;45{ 23 153 7 O{ 21 36 9 0 21 55 11 0 3 46 34 0 419 Hour 213 896 31 0 68 152 24 0 84 237 52 0 22 24~ 125 0 21§~ -09:00 28,~ 124~ 8~ 0 19~4 38/~z 12~ O. 18vz 69z~ 9 09:15 24 91 6 O! 25 41 11 0 19 55 5 0 3 40 19 0 339 09:30 23 72 5 0 23 33 6 0 18 68 12 0 5 31 31 0 32~ 09:45 11 62 15 0 Z4 40 4 OI ~3 6~ 5 0 $ 47 ~4 0 31§ Hour 86 349 34 0 91 152 33 0 68 257 31 O. 23 171 1~ 0 140c 10:00 25 68 12 0 8 39 9 0 10 63 12 0~ 6 44 18 Oi 314 10:15 15 60 7 0 5 33 7 O; 15 68 8 0 8 35 29 0 29< 10:30 9 48 4 0 10 32 3 0 24 78 7 0 6 33 27 0 281 ~0:45 23 75 9 0 ~0 31 9 0 1~ 76 ? O{ 5 35 24 O{ 324 Hour 72 251 32 0 33 135 28 0 67 285 36 0 25 147 98 0 120~ [BREAK] ................................................................................................................. 16:00 30 94 8 0 15 52 9 0 29 141 12 0 14 43 33 0 48C 16:15 13 89 12 0 14 48 21 0 34 155 17 0 12 52 22 0 48~ 16:30 17 75 17 0 18 54 20 0 27 208 14 0 8 41 27 0 52{ 16:45 18 100 8 0 19 51 22 0 41 253 14 0 11 52 37 0 62{ aou~ 78 358 45 0 66 205 72 0 131 757 57 0 45 188 119 0 2121 ~7:00 22 78 19 0 24 71 19 0 42 268 24 0 11 38 34 0 65( 17:15 7 105 15 0 15 66 25 0 44 360 15 0 7 45 20 0 724 17:30 22 ~8 8 0 13 73 38 0 40 327 17 0 17 40 16 0 17:45 16/v 125¢~ 10 v~ 0 15~ 542/~ 30/2~ 0 481~z 3421~4~ 15~ 0 1974 56fzv 39/f~ 0 77( ~ Hour 67 426 52 0 68 264 112 0 174 1297 71 0 54 179 109 0 28?2 Total 911 3689 201 0 370 1022 283 0 598 3086 337 0 211 1337 704 0 1274! t Apr. 18.9 76.8 4.1 - 22.0 61.0 16.8 - 14.8 7§.7 8.3 - 9.3 59.3 31.2 - % Int. 7.1 28.9 1.5 - 2.9 ~.0 { ~.2. , - 4.6 24.2 2.6 - 1.6 10.4 5.5 - 1 (COVER) DECEMBER 93 Coppell PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM MacArthur DISTRICT - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE INTERSECTIONS LENGTH LENGTH 1 110 110 MASTER REFERENCE REFERENCE INTERSECTION INTERSECTION POINT 1 1 BEGIN 03/28/00 VERSION 2.0 RUN NO, CYCLE INCREMENT 1 SYSTEMWIDE LOST TIME 4.0 (EMBED.DAT) DECEMBER 93 TRAFFIC CONTROL TYPE: PRETIMED OPERATION IDEAL SATURATION FLOW: 1900 PCPHGPL ANALYSIS PERIOD: 15 MINUTES PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 LEFT TURN SNEAKERS: DELAY UNIT: 2.0 VEHICLES TOTAL DELAY PHASE LOST TIME: LOS DELAY CRITERIA: 4.0 SECONDS LEFT TURN PHASING: APPROACH-BASED A - 6.5 SECS/VEH B - 19.5 SECS/VEH C - 32.5 SECS/VEH D - 52.0 SECS/VEH E - 78.0 SECS/VEH F - 78.0 SECS/VEH PERMITTED LEFT TURN MODEL: (6) TTI MODEL MODEL COEFFICIENTS: V0 = 0pp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5 H = LT Headway (sec) = 2.5 (INPUT.DATA) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED **** **** INTERSECTION 1 DISTANCE 0 TO 0. FT Sandy Lake SPEED 0. MPH DISTANCE 1 TO 0 0. FT SPEED 0. MPH A SIDE QUEUE CLEARANCE 0 SECS B SIDE QUEUE CLEARANCE 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE LT 5 LEADS (2+5) NO OVERLAP LT 1 LEADS (1+6) NO OVERLAP CROSS ST PHASE SEQUENCE LT 3 LEADS (3+8) NO OVERLAP PHASE (NEMA) 5[5] VOLUMES (VPH) 395 SAT FLOW RATE (VPHG) 1805 MINIMUM PHASE (SEC) 5 ARTERIAL STREET 6 112] 2 3[3] 343 0 1416 0 1655 1805 1697 1728 5 5 5 10 CROSS STREET 4 7[3] 8 128 0 552 1655 1728 1655 10 10 10 (ERROR.MSG) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) DECEMBER 93 *** INT. 1 Sandy Lake CONCURRENT PHASES PHASE TIME (SECS) PHASE TIME (%) PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** .0 SEC OFFSET ART ST PHASE SEQ IS LT 5 LEADS (2+5) .0 % OFFSET CROSS ST PHASE SEQ IS LT 3 LEADS (3+8) ARTERIAL STREET CROSS STREET 2+5 2+6 1+6 TOTAL 3+8 4+8 4+7 TOTAL 55.7 .0 17.2 72.9 25.7 .0 11.4 37.1 50.6 .0 15.6 66.3 23.4 .0 10.4 33.7 MEASURES OF EFFECTIVENESS PHASE (NEMA) PHASE DIRECTION PHASE TIME (SEC) *V/C-RATIO LEVEL OF SERVICE DELAY (SECS/VEH) LEVEL OF SERVICE QUEUE (VEH/LANE) STOPS (STOPS/HR) TOTAL INTERSECTION DELAY 810.16 SECS/VEH 5[5] 6 112] 2 3[3] 4 7[3] 8 SBLTPR NBTHRU NBLTPR SBTHRU ' EBLTPP WBTHRU WBLTPP EBTHRU 55.7 17.2 17.2 55.7 25.7 11.5 11.4 25.8 .47 1.75 .00 1.78 .00 1.02 .00 1.41 A F F F F 20.3 1145.6 .0 1155.0 .0 138.1 .0 438.3 C F F F F 6.5 133.1 .0 521.6 .0 10.2 .0 101.9 245. 2065. 0. 8603. 0. 205. 0. 1772. FUEL CONSUMPTION MINIMUM DELAY CYtLE 508.44 GAL/HR > 120 SECS (ART. MOE) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell MacArthur DISTRICT 03/28/00 RUN NO. 1 CYCLE LENGTH = 110 SECS BAND A = 75 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 75 SECS BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY 810.2 SECS/VEH TOTAL SYSTEM DELAY 637.8 VEH-HR/HR TOTAL NUMBER VEHICLES 2834. TOTAL SYSTEM FUEL CONSUMPTION 508.44 GAL/HR TOTAL SYSTEM STOPS 12890. STOPS MAXIMIN CYCLE > 120 SECS (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell MacArthur DISTRICT 03/28/00 RUN NO. 1 CYCLE = 110. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(i) : 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 : Sandy Lake COORD PHASE : 0 ~FFSET : .0 SEC : 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 55.7 17.2 17.2 55.7 25.7 11.5 11.4 25.8 PHASE SPLIT (%) 51.% 16.% 16.% 51.% 23.% 10.% 10.% 23.% PHASE REVERSAL .... 2 1 .... 8 7 LEFT TURN LEAD -- LAG -- LEAD -- LAG -- CONCURRENT PHASES 2+5 DURATION (SEC) 55.7 CYCLE COUNT (SEC) .0 CYCLE COUNT ( % ) 0.% 2+6 1+6 3+8 4+8 4+7 MAIN CROSS .0 17.2 25.7 .0 11.4 72.9 37.1 55.7 55.7 72.9 98.6 98.6 .0 72.9 51.% 51.% 66.% 90.% 90.% 0.% 66.% (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell MacArthur DISTRICT 03/28/00 RUN NO. 1 CYCLE = 110. 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 : Sandy Lake COORD PHASE : 2 OFFSET : .0 SEC : 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 55.7 17.2 17.2 55.7 25.7 11.5 11.4 25.8 PHASE SPLIT (%) 51.% 16.% 16.% 51.% 23.% 10.% 10.% 23.% PHASE REVERSAL .... 2 1 .... 8 7 LEFT TURN LEAD -- LAG -- LEAD -- LAG -- CONCURRENT PHASES 2+5 2+6 1+6 3+8 4+8 4+7 MAIN CROSS DURATION (SEC) 55.7 .0 17.2 25.7 .0 11.4 72.9 37.1 CYCLE COUNT (SEC) .0 55.7 55.7 72.9 98.6 98.6 .0 72.9 CYCLE COUNT ( % ) 0.% 51.% 51.% 66.% 90.% 90.% 0.% 66.% (COVER) DECEMBER 93 Coppell MacArthur PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM DISTRICT - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE INTERSECTIONS LENGTH LENGTH 1 110 110 MASTER REFERENCE REFERENCE INTERSECTION INTERSECTION POINT 1 1 BEGIN 03/28/00 VERSION 2.0 RUN NO. CYCLE INCREMENT 1 SYS'TEMWI DE LOST TIME 4.0 (EMBED.DAT) DECEMBER 93 PASSER II-90 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 ANALYSIS PERIOD: 15 MINUTES 4.0 SECONDS LEFT TURN PHASING: APPROACH-BASED A - 6.5 SECS/VEH B - 19.5 SECS/VEH C - 32.5 SECS/VEH D - 52.0 SECS/VEH 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) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 INPUT DATA CONTINUED **** INTERSECTION 1 DISTANCE 0 TO 0. FT Sandy Lake SPEED 0. MPH DISTANCE 1 TO 0 SPEED 0. FT 0. MPH A SIDE QUEUE CLEARANCE 0 SECS B SIDE QUEUE CLEARANCE 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE LT 5 LEADS (2+5) NO OVERLAP LT 1 LEADS (1+6) NO OVERLAP CROSS ST PHASE SEQUENCE LT 3 LEADS (3+8) NO OVERLAP ARTERIAL STREET PHASE (NEMA) 5[5] 6 112] 2 3[3] VOLUMES (VPH) 67 1368 0 478 0 SAT FLOW RATE (VPHG) 1805 1655 1805 1697 1728 MINIMUM PHASE (SEC) 5 5 5 5 10 CROSS STREET 4 7[3] 8 376 0 288 1655 1728 1655 10 10 10 (ERROR.MSG) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) DECEMBER 93 *** INT. 1 Sandy Lake CONCURRENT PHASES PHASE TIME (SECS) PHASE TIME (%) PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** .0 SEC OFFSET ART ST PHASE SEQ IS LT 5 LEADS (2+5) .0 % OFFSET CROSS ST PHASE SEQ IS. LT 3 LEADS (3+8) ARTERIAL STREET CROSS STREET 2+5 2+6 1+6 TOTAL 3+8 4+8 4+7 TOTAL 24.4 .0 49.7 74.1 16.8 .0 19.1 35.9 22.2 .0 45.2 67.4 15.3 .0 17.4 32.6 MEASURES OF EFFECTIVENESS PHASE (NEMA) PHASE DIRECTION PHASE TIME (SEC) *V/C-RATIO LEVEL OF SERVICE DELAY (SECS/VEH) LEVEL OF SERVICE QUEUE (VEH/LANE) STOPS (STOPS/HR) TOTAL INTERSECTION DELAY 1235.45 SECS/VEH 5[5] 6 112] 2 SBLTPR NBTHRU NBLTPR SBTHRU 24.4 49.7 49.7 24.4 16.8 19.2 .20 2.01 .00 1.53 .00 1.54 A F F F 38.1 1884.7 .0 638.1 .0 673.9 D F F F 1.7 747.0 .0 116.0 .0 98.0 51. 11510. 0. 1940. 0. 1585. FUEL CONSUMPTION 695.55 GAL/HR 3[3] 4 7[3] 8 EBLTPP WBTHRU WBLTPP EBTHRU 19.1 16.9 .00 1.10 F .0 154.5 F .0 24.0 0. 483. MINIMUM DELAY CYCLE > 120 SECS (ART.MOE) DECEMBER 93 Coppell PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** MacArthur CYCLE LENGTH = 110 SECS AVERAGE PROGRESSION SPEED - DISTRICT 03/28/00 BAND A = 76 SECS BAND B = BAND A = 0 MPH BAND B = EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY 1235.5 SECS/VEH TOTAL SYSTEM FUEL CONSUMPTION 695.55 GAL/HR TOTAL SYSTEM DELAY 884.4 VEH-HR/HR TOTAL SYSTEM STOPS 15570. STOPS VERSION 2.0 RUN NO. 1 76 SECS 0 MPH TOTAL NUMBER VEHICLES 2577. MAXIMIN CYCLE > 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 MacArthur DISTRICT 03/28/00 RUN NO. 1 CYCLE = 110. 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 : Sandy Lake COORD PHASE : 0 OFFSET : .0 SEC : 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE % 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 24.4 49.7 49.7 24.4 16.8 19.2 19.1 16.9 PHASE SPLIT (%) 22.% 45.% 45.% 22.%. 15.% 17.% 17.% 15.% PHASE REVERSAL .... 2 1 .... 8 7 LEFT TURN LEAD -- LAG -- LEAD -- LAG -- CONCURRENT PHASES 2+5 DURATION (SEC) 24.4 CYCLE COUNT (SEC) .0 CYCLE COUNT ( % ) 0.% 2+6 1+6 3+8 4+8 4+7 MAIN CROSS .0 49.7 16.8 .0 19.1 74.1 35.9 24.4 24.4 74.1 90.9 90.9 .0 74.1 22.% 22.% 67.% 83.% 83.% 0.% 69.% (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell MacArthur DISTRICT 03/28/00 RUN NO. 1 CYCLE = 110. 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 : Sandy Lake COORD PHASE : 2 OFFSET : .0 SEC .: 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE % 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 24.4 49.7 49.7 24.4 16.8 19.2 19.1 16.9 PHASE SPLIT (%) 22.% 45.% 45.% 22.% 15.% 17.% 17.% 15.% PHASE REVERSAL .... 2 1 .... 8 7 LEFT TURN LEAD -- LAG -- LEAD -- LAG -- CONCURRENT PHASES 2+5 2+6 1+6 3+8 4+8 4+7 MAIN CROSS DURATION (SEC) 24.4 .0 49.7 16.8 .0 19.1 74.1 35.9 CYCLE COUNT (SEC) .0 24.4 24.4 74.1 90.9 90.9 .0 74.1 CYCLE COUNT ( % ) 0.% 22.% 22.% 67.%. 83.% 83.% 0.% 67.% (COVER) DECEMBER 93 Coppell PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM MacArthur DISTRICT 03/28/00 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF INTERSECTIONS LOWER CYCLE LENGTH UPPER CYCLE LENGTH 8O REFERENCE POINT 1 80 MASTER INTERSECTION REFERENCE INTERSECTION 1 1 BEGIN VERSION 2.0 RUN NO. CYCLE INCREMENT 1 SYSTEMWIDE LOST TIME 4.0 (EMBED.DAT) DECEMBER 93 PASSER II-90 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 ANALYSIS PERIOD: 15 MINUTES 4.0 SECONDS LEFT TURN PHASING: APPROACH-BASED A - 6.5 SECS/VEH B - 19.5 SECS/VEH C - 32.5 SECS/VEH D - 52.0 SECS/VEH' 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) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** INPUT DATA CONTINUED ******************************************************************** T I **** INTERSECTION 1 DISTANCE 0 TO 0. FT Sandy Lake SPEED 0. MPH DISTANCE 1 TO 0 SPEED 0. FT 0. MPH A SIDE QUEUE CLEARANCE 0 SECS B SIDE QUEUE CLEARANCE 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE LT 3 LEADS (3+8) WITH OVERLAP LT 1 LEADS (1+6) NO OVERLAP PHASE (NEMA) 5[5] VOLUMES (VPH) 86 SAT FLOW RATE (VPHG) 1805 MINIMUM PHASE (SEC) 5 ARTERIAL STREET 6 112] 2 3[3] 288 0 383 0 1655 1805 1697 1728 5 5 5 10 CROSS STREET 4 7[3] 8 185 0 276 1655 1728 1655 10 10 10 (ERROR.MSG) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) DECEMBER 93 *** INT. 1 Sandy Lake CONCURRENT PHASES PHASE TIME (SECS) PHASE TIME (%) PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** .0 SEC OFFSET ART ST PHASE SEQ IS LT 1 LEADS (1+6) .0 % OFFSET CROSS ST PHASE SEQ IS LT 3 LEADS (3+8) ARTERIAL STREET CROSS STREET 1+6 2+6 2+5 TOTAL 3+8 4+8 4+7 TOTAL 21.5 .0 26.7 48.2 10.0 11.8 10.0 31.8 26.9 .0 33.4 60.3 12.5 14.8 12.5 39.8 MEASURES OF EFFECTIVENESS PHASE (NEMA) PHASE DIRECTION PHASE TIME (SEC) 26.7 V/C-RATIO .17 LEVEL OF SERVICE A DELAY (SECS/VEH) 21.6 LEVEL OF SERVICE C QUEUE (VEH/LANE) 1.4 STOPS (STOPS/HR) 59. TOTAL INTERSECTION DELAY 33.33 SECS/VEH 5[5] 6 112] 2 SBLTPR NBTHRU NBLTPR SBTHRU 21.5 21.5 26.7 .80 .00 .79 D C 40.6 .0 34.3 D D 7.3 .0 8.2 290. 0. 388. FUEL CONSUMPTION 13.83 GAL/HR 3[3] 4 7[3] 8 EBLTPP WBTHRU WBLTPP EBTHRU 10.0 21.8 10.0 21.8 .00 .54 .00 .68 A B .0 28.6 .0 31.3 C C .0 3.6 .0 5.7 0. 159. 0. 261. MINIMUM DELAY CYCLE 77 SECS (ART.MOE) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell MacArthur DISTRICT 03/28/00 RUN NO. 1 CYCLE LENGTH = 80 SECS BAND A = 50 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 50 SECS BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY 33.3 SECS/VEH TOTAL SYSTEM DELAY 11.3 VEH-HR/HR TOTAL NUMBER VEHICLES 1218. TOTAL SYSTEM FUEL CONSUMPTION 13.83 GAL/HR TOTAL SYSTEM STOPS 1156. STOPS MAXIMIN CYCLE 77 SECS (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION Coppell MacArthur DISTRICT 03/28/00 RUN NO. 1 CYCLE = 80. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(i) : 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 : Sandy Lake COORD PHASE : 0 OFFSET : .0 SEC : 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE % 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 26.7 21.5 21.5 26.7 10.0 21.8 10.0 21.8 PHASE SPLIT (%) 33.% 27.% 27.% 33.% 13.% 27.% 13.% 27.% PHASE REVERSAL 6 5 ........ 8 7 LEFT TURN LAG -- LEAD -- LEAD -- LAG -- CONCURRENT PHASES 1+6 DURATION (SEC) 21.5 CYCLE COUNT (SEC) .0 CYCLE COUNT ( % ) 0.% 2+6 2+5 3+8' 4+8 4+7 MAIN CROSS .0 26.7 10.0 11.8 10.0 48.2 31.8 21.5 21.5 48.2 58.2 70.0 .0 48.2 27.% 27.% 60.% 73.% 88.% 0.% 60.% (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell MacArthur DISTRICT 03/28/00 RUN NO. 1 CYCLE = 80. 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 : Sandy Lake COORD PHASE : 2 OFFSET : .0 SEC : O.% *-[ISOLATED OPERATION] DUAL-RING PHASE % 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 26.7 21.5 21.5 26.7 10.0 21.8 10.0 21.8 PHASE SPLIT (%) 33.% 27.% 27.% 33.% 13.% 27.% 13.% 27.% PHASE REVERSAL 6 5 ........ 8 7 LEFT TURN LAG -- LEAD -- LEAD -- LAG -- CONCURRENT PHASES 1+6 2+6 2+5 3+8 4+8 4+7 MAIN CROSS DURATION (SEC) 21.5 .0 26.7 10.0 11.8 10.0 48.2 31.8 CYCLE COUNT (SEC) 58.5 .0 .0 26.7 36.7 48.5 58.5 26.7 CYCLE COUNT ( % ) 73.% 0.% 0.% 33.% 46.% 61.% 73.% 33.% QUALI~Y ~ Lo~ation~Y SANDY LAKE @ SA~OEL DA?A COLL~CTIO! & UIALYsis Study l{am~: 1440 W~atlm~: #ARM TURNING ~ (XN31~ Site Cod~: 00000002 ¢o~t~-~:JA Start ~te: ~/01/~ Bo~d ~: 100 Page : I V~icle ~o~ 1 Southbound Westbound Northbound Eastbound Start Intvl. ?i~e Left 'F~-u Right Ot_~r Left Thru Riaht Other Left ~nru Riaht O~r Left Thru Riaht Other ?oral o /ol/ 9 07:00 16 7 15 0 0 22 11 0 0 0 0 0 7 18 0 0 96 07:15 24 7 21 1 0 25 13 0 0 0 0 0 6 16 0 0 113 07:30 14 11 15 1 0 32 12 0 0 0 0 0 9 21 0 0 115 07:45 ~7 6 12 1 0 $7 16 1 0 0 0 0 11 15 0 0 106 Hour 71 31 63 3 0 106 52 1 0 0 0 0 33 70 0 0 43u ..08:00 15 8 10 0 0 28 14 2 0 0 0 0 11 27 0 0 115 08:15 17 4 13 0 0 49 15 0 0 0 0 0 11 65 0 0 174 08:30 26 4 19 O! 0 51 19 0 0 0 0 0 23 53 0 0 195 08;45{ 17 1 20 O{ 0 $~ 22 0 0 0 0 0 27 51 0 O[ 193 i~ Hour 75 17 62 0 0 183 70 2 0 0 0 O~ 72 196 0 0 6~'/ 09:00 31 2~ 18~o 1 0 55~t~ 15n~ 0 0 0 0 0 20~1 54zz~ 0 0 196 '09:15 16~ 0 22 0 0 59 10 0 0 0 0 0 12 48 0 0 167 09:30 16 0 12 0 0 40 9 0 0 0 0 0 6 53 0 0 136 09:45 7 0 11 0 0 44 12 0 0 O 0 0 11 55 0 O140 Hour 70 2 63 1 0 198 46 0 0 0 0 0 49 210 0 0 639 ~0:00 18 2 16 0 0 64 8 0 0 0 0 0 8 61 0 0 177 10:15 9 1 8 0 0 53 7 0 0 0 0 0 10 ~ 0 0 146 0~ 10:30 20 0 7 0 0 54 14 0 0 0 0 0 13 70 0 0 178 10:45 17 1 ~ ~ 0 ~4 $ 0 0 0 0 0 17 5~ 0 0 16~ Hour 64 4 39 1 0 225 37 O' 0 0 0 0 48 248 0 0 ~6~ [BRF, AK]........................... 16:00 21 0 25 0 0 59 22 0 0 0 0 0 20 74 0 0 221 16:15 43 0 18 O{ 0 61 17 0 0 0 0 0 23 65 0 O[ 222 6:30 31 0 27 0 0 69 36 0 0 0 0 0 24 86 0 0 272 6:45 34 0 22 0 0 ~4 33 0 0 0 O OI 33 84 0 0 29( ~ Hour 129 0 92 0 0 273 108 0 0 0 0 0 100 309 '0 0 1013 ?~ 17:00 35 0 29 0 0 87 34 0 0 0 0 0 41 77 0 0 302 17:15 52 0 55 0 0 118 54 0 0 0 0 0 65 104 0 0 44{ 17:30 46t~n 0 54~o 0 0 99~ 54{~{ 0 0 0 0 0 66~og 81~4 0 0 4~ 1'~7:45 27 0 20 O O $4 29 0 0 0 O 0 32 58 0 ~ 2~ Hour 160 0 158 0 0 358 171 O, 0 0 0 0 2{)4 320 0 0 137: Total 569 54 477 5 0 1343 484 3 0 0 0 0 506 1353 0 0 479, % Apr. 51.4 4.8 43.1 0.4 - 73.3 26.4 0.1{ .... 27.2 72.7 - - % Int. 11.8 1.1 9.9 0.1 - 28.0 10.0 .... 10.5 28.2 - - (COVER) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM Coppell Sandy Lake Road DISTRICT 1 03/28/00 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF INTERSECTIONS LOWER CYCLE LENGTH UPPER CYCLE LENGTH 60 REFERENCE POINT BEGIN 1 60 MASTER INTERSECTION REFERENCE INTERSECTION 1 1 VERSION 2.0 RUN NO. CYCLE INCREMENT 1 SYSTEMWIDE LOST TIME 4.0 (EMBED.DAT) DECEMBER 93 PASSER II-90 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 CRITE.RIA: 1900 PCPHGPL ANALYSIS PERIOD: 15 MINUTES 4.0 SECONDS LEFT TURN PHASING: APPROACH-BASED A - 6.5 SECS/VEH B - 19.5 SECS/VEH C - 32.5 SECS/VEH D - 52.0 SECS/VEH 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) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 INPUT DATA CONTINUED **** INTERSECTION 1 DISTANCE 0 TO 0. FT Samuel SPEED 0. MPH A SIDE QUEUE CLEARANCE 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE DUAL THRUS (2+6) NO OVERLAP DISTANCE 1 TO 0 SPEED 0. FT 0. MPH B SIDE QUEUE CLEARANCE 0 SECS CROSS ST PHASE SEQUENCE LT 7 LEADS (4+7) NO OVERLAP PHASE (NEMA) 5[4] VOLUMES (VPH) 0 SAT FLOW RATE (VPHG) 0 MINIMUM PHASE (SEC) 0 ARTERIAL STREET 6 113] 2 3[5] 281 0 324 0 1575 0 1819 0 5 0 5 0 CROSS STREET 4 7[5] 8 81 91 0 1881 1787 0 10 10 0 (ERROR.MSG) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) DECEMBER 93 *** INT. 1 Samuel CONCURRENT PHASES PHASE TIME (SECS) PHASE TIME (%) PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** .0 SEC OFFSET ART ST PHASE SEQ IS DUAL THRUS (2+6) .0 % OFFSET CROSS ST PHASE SEQ IS LT 7 LEADS (4+7) ARTERIAL STREET CROSS STREET 2+6 1+6 1+5 TOTAL 4+7 4+8 3+8 TOTAL 45.8 .0 .0 45.8 14.2 .0 .0 14.2 76.3 .0 .0 76.3 23.7 .0 .0 23.7 MEASURES OF EFFECTIVENESS PHASE (NEMA) PHASE DIRECTION PHASE TIME (SEC) V/C-RATIO LEVEL OF SERVICE DELAY (SECS/VEH) .0 LEVEL OF SERVICE QUEUE (VEH/LANE) .0 STOPS (STOPS/HR) 0. TOTAL INTERSECTION DELAY 7.48 SECS/VEH 5[4] 6 113] 2 3[5] 4 7[5] 8 SBLTPM NBTHRU NBLTPP SBTHRU ' EBLTPR WBTHRU WBLTPR EBTHRU .0 45.8 .0 45.8 .0 14.2 14.2 .0 .00 .26 .00 .26 .00 .25 .30 .00 A A A A 3.4 .0 3.4 .0 21.7 22.0 .0 A A C C 1.6 .0 1.6 .0 1.1 1.3 .0 254. 0. 292. 0. 73. 73. 0. FUEL CONSUMPTION 4.33 GAL/HR MINIMUM DELAY CYCLE 40 SECS (ART.MOE) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Sandy Lake Road DISTRICT 1 03/28/00 RUN NO. 1 CYCLE LENGTH = 60 SECS BAND A = 47 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 47 SECS BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY 7.5 SECS/VEH TOTAL SYSTEM DELAY 1.6 VEH-HR/HR TOTAL NUMBER VEHICLES 777. TOTAL SYSTEM FUEL CONSUMPTION 4.33 GAL/HR TOTAL SYSTEM STOPS 692. STOPS MAXIMIN CYCLE 40 SECS {PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Sandy Lake Road DISTRICT 1 03/28/00 RUN NO. 1 CYCLE = 60. SECONDS SPLIT = 1 2 3. OFFSET = i 2 3. DEFAULT(i) : 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 : Samuel COORD PHASE : 0 ~FFSET : .0 SEC : 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE % 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 45.8 .0 45.8 .0 14.2 14.2 .0 PHASE SPLIT (%) 0.% 76.% 0.% 76.% 0.% 24.% 24.% 0.% PHASE REVERSAL 6 5 2 1 4 3 .... LEFT TURN LAG -- LAG -- LAG -- LEAD -- CONCURRENT PHASES 2+6 1+6 1+5 4+7 4+8 3+8 MAIN CROSS DURATION (SEC) 45.8 .0 .0 14.2 .0 .0 45.8 14.2 CYCLE COUNT (SEC) .0 45.8 45.8 45.8 .0 .0 .0 45.8 CYCLE COUNT ( % ) 0.% 76.% 76.% 76.% 0.% 0.% 0.% 76.% (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 Road DISTRICT 1 03/28/00 RUN NO. 1 CYCLE = 60. 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 : Samuel COORD PHASE : 2 OFFSET : .0 SEC : 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 45.8 .0 45.8 .0 14.2 14.2 .0 PHASE SPLIT (%) 0.% 76.% 0.% 76.% 0.% 24.% 24.% 0.% PHASE REVERSAL 6 5 2 1 4 3 .... LEFT TURN LAG -- LAG -- LAG -- LEAD -- CONCURRENT PHASES 2+6 1+6 1+5 4+7 4+8 3+8 MAIN CROSS DURATION (SEC) 45.8 .0 .0 14.2 .0 .0 45.8 14.2 CYCLE COUNT (SEC) .0 45.8 45.8 45.8 .0 .0 .0 45.8 CYCLE COUNT ( % ) 0.% 76.% 76.% 76.% 0.% 0.% 0.% 76.% (COVER) DECEMBER 93 Coppell PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM Sandy Lake Road DISTRICT 1 03/28/00 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE INTERSECTIONS LENGTH LENGTH 1 60 60 MASTER REFERENCE REFERENCE INTERSECTION INTERSECTION POINT 1 1 BEGIN VERSION 2.0 RUN NO. CYCLE INCREMENT 1 SYSTEMWIDE LOST TIME 4.0 (EMBED.DAT) DECEMBER 93 TRAFFIC CONTROL TYPE: PRETIMED OPERATION IDEAL SATURATION FLOW: 1900 PC?HGPL ANALYSIS PERIOD: 15 MINUTES PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM LEFT TURN SNEAKERS: 2.0 VEHICLES PHASE LOST TIME: 4.0 SECONDS LEFT TURN PHASING: APPROACH-BASED VERSION 2.0 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 DELAY UNIT: TOTAL DELAY LOS DELAY CRITERIA:. A - 6.5 SECS/VEH B - 19.5 SECS/VEH C - 32.5 SECS/VEH D - 52.0 SECS'/VEH E - 78.0 SECS/VEH F - 78.0 SECS/VEH (INPUT.DATA) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 INPUT DATA CONTINUED **** **** INTERSECTION 1 DISTANCE 0 TO 0. FT Samuel SPEED 0. MPH A SIDE QUEUE CLEARANCE 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE DUAL THRUS (2+6) NO OVERLAP DISTANCE 1 TO 0 SPEED 0. FT 0. MPH B SIDE QUEUE CLEARANCE 0 SECS CROSS ST PHASE SEQUENCE LT 7 LEADS (4+7) NO OVERLAP PHASE (NEMA) 5[4] VOLUMES (VPH) 0 SAT FLOW RATE (VPHG) 0 MINIMUM PHASE (SEC) 0 ARTERIAL STREET 6 113] 2 3[5] 262 0 296 0 1575 0 1819 0 5 0 5 0 CROSS STREET 4 7[5] 8 43 64 0 1881 1787 0 10 10 0 (ERROR.MSG) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) DECEMBER 93 *** INT. 1 Samuel CONCURRENT PHASES PHASE TIME (SECS) PHASE TIME (%) PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** .0 SEC OFFSET ART ST PHASE SEQ IS DUAL THRUS (2+6) .0 % OFFSET CROSS ST PHASE SEQ IS LT 7 LEADS (4+7) ARTERIAL STREET CROSS STREET 2+6 1+6 1+5 TOTAL 4+7 4+8 3+8 TOTAL 48.7 .0 .0 48.7 11.3 .0 .0 11.3 81.2 .0 .0 81.2 18.8 .0 .0 18.8 MEASURES OF EFFECTIVENESS PHASE (NEMA) PHASE DIRECTION PHASE TIME (SEC) .0 48.7 V/C-RATIO .00 .22 LEVEL OF SERVICE A DELAY (SECS/VEH) .0 2.4 LEVEL OF SERVICE A QUEUE (VEH/LANE) .0 1.3 STOPS (STOPS/HR) 0. 236. TOTAL INTERSECTION DELAY 5.85 SECS/VEH 5[4] 6 113] 2 EBLTPM WBTHRU WBLTPP EBTHRU .0 48.7 .00 .22 A .0 2.3 A .0 1.2 0. 267. FUEL CONSUMPTION 3.42 GAL/HR 3[5] 4 7[5] 8 NBLTPR SBTHRU SBLTPR NBTHRU .0 11.3 11.3 .0 .00 .19 .29 .00 A A .0 23.8 24.3 .0 C C .0 .6 1.0 .0 0. 39. 54. 0. MINIMUM DELAY CYCLE 40 SECS (ART.MOE) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION ~.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Sandy Lake Road DISTRICT 1 03/28/00 RUN NO. 1 CYCLE LENGTH = 60 SECS BAND A = 50 SECS AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 50 SECS BAND B = 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY 5.8 SECS/VEH TOTAL SYSTEM DELAY 1.1 VEH-HR/HR TOTAL NUMBER VEHICLES 665. TOTAL SYSTEM FUEL CONSUMPTION 3.42 GAL/HR TOTAL SYSTEM STOPS 596. STOPS MAXIMIN CYCLE 40 SECS (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Sandy Lake Road DISTRICT 1 03/28/00 RUN NO. 1 CYCLE = 60. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(I) : 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 : Samuel COORD PHASE : 0 OFFSET : .0 SEC : 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 48.7 .0 48.7 .0 11.3 11.3 .0 PHASE SPLIT (%) 0.% 81.% 0.% 81.%. 0.% 19.% 19.% 0.% PHASE REVERSAL 6 5 2 1 4 3 .... LEFT TURN LAG -- LAG -- LAG -- LEAD -- CONCURRENT PHASES 2+6 DURATION (SEC) 48.7 CYCLE COUNT (SEC) .0 CYCLE COUNT ( % ) 0.% 1+6 1+5 4+7 4+8 3+8 MAIN CROSS .0 .0 11.3 .0 .0 48.7 11.3 48.7 48.7 48.7 .0 .0 .0 48.7 81.% 81.% 81.% 0.% 0.% 0.% 8~.% (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Sandy Lake Road DISTRICT 1 03/28/00 RUN NO. 1 CYCLE = 60. 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 : Samuel COORD PHASE : 2 OFFSET : .0 SEC : 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 48.7 .0 48.7 .0 11.3 11.3 .0 PHASE SPLIT (%) 0.% 81.% 0.% 81.% 0.% 19.% 19.% 0.% PHASE REVERSAL 6 5 2 1 4 3 .... LEFT TURN LAG -- LAG -- LAG -- LEAD -- CONCURRENT PHASES 2+6 1+6 1+5 4+7 4+8 3+8 MAIN CROSS DURATION (SEC) 48.7 .0 .0 11.3 .0 .0 48.7 11.3 CYCLE COUNT (SEC) .0 48.7 48.7 48.7 .0 .0 .0 48.7 CYCLE COUNT ( % ) 0.% 81.% 81.% 81.% 0.% 0.% 0.% 81.% (COVER) DECEMBER 93 Coppell PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM Sandy Lake Road DISTRICT 1 03/28/00 - ISOLATED OPERATION. **** INPUT DATA SUMMARY **** NUMBER OF INTERSECTIONS LOWER CYCLE LENGTH UPPER CYCLE LENGTH 6O REFERENCE POINT 1 60 MASTER INTERSECTION REFERENCE INTERSECTION 1 1 BEGIN VERSION 2.0 RUN NO. CYCLE INCREMENT 1 SYSTEMWIDE LOST TIME 4.0 (EMBED.DAT) DECEMBER 93 PASSER II-90 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 ANALYSIS PERIOD: 15 MINUTES 4.0 SECONDS LEFT TURN PHASING: APPROACH-BASED A - 6.5 SECS/VEH B - 19.5 SECS/VEH C - 32.5 SECS/VEH D - 52.0 SECS/VEH' 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) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 INPUT DATA CONTINUED **** INTERSECTION 1 DISTANCE 0 TO 0. FT Samuel SPEED 0. MPH A SIDE QUEUE CLEARANCE 0 SECS ARTERIAL PERMISSIBLE PHASE SEQUENCE DUAL THRUS (2+6) NO OVERLAP DISTANCE 1 TO 0 0. FT SPEED 0. MPH B SIDE QUEUE CLEARANCE 0 SECS CROSS ST PHASE SEQUENCE LT 7 LEADS (4+7) NO OVERLAP PHASE (NEMA) 5[4] VOLUMES (VPH) 0 SAT FLOW RATE (VPHG) 0 MINIMUM PHASE (SEC) 0 ARTERIAL STREET 6 113] 2 3[5] 563 0 551 0 1575 0 1819 0 5 0 5 0 CROSS STREET 4 7[5] 8 160 167 0 1881 1787 0 10 10 0 (ERROR.MSG) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (BEST.SOLN) DECEMBER 93 *** INT. 1 Samuel CONCURRENT PHASES PHASE TIME (SECS) PHASE TIME (%) PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** BEST PROGRESSION SOLUTION SUMMARY **** .0 SEC OFFSET ART ST PHASE SEQ IS DUAL THRUS (2+6) .0 % OFFSET CROSS ST PHASE SEQ IS LT 7 LEADS (4+7) ARTERIAL STREET CROSS STREET 2+6 1+6 1+5 TOTAL 4+7 4+8 3+8 TOTAL 44.5 .0 .0 44.5 15.5 .0 .0 15.5 74.2 .0 .0 74.2 25.8 .0 .0 25.8 MEASURES OF EFFECTIVENESS PHASE (NEMA) PHASE DIRECTION PHASE TIME (SEC) .0 V/C-RATIO .00 LEVEL OF SERVICE DELAY (SECS/VEH) .0 LEVEL OF SERVICE QUEUE (VEH/LANE) .0 STOPS (STOPS/HR) 0. TOTAL INTERSECTION DELAY 9.07 SECS/VEH 5[4] 6 113] 2 EBLTPM WBTHRU WBLTPP EBTHRU 44.5 .0 44.5 .53 .00 .45 A A 5.5 .0 4.8 A A 3.7 .0 3.0 265. 0. 500. FUEL CONSUMPTION 7.97 GAL/HR 3 [5] 4 7 [5] 8 NBLTPR SBTHRU SBLTPR NBTHRU .0 15.5 15.5 .0 .00 .44 .49 .00 A A .0 22.2 22.8 .0 C C .0 2.1 2.4 .0 0. 148. 140. 0. MINIMUM DELAY CYCLE 40 SECS (ART.MOE) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Coppell Sandy Lake Road CYCLE LENGTH = 60 SECS AVERAGE PROGRESSION SPEED - DISTRICT 1 03/28/00 BAND A = 46 SECS BAND B = BAND A = 0 MPH BAND B = RUN NO. 46 SECS 0 MPH EFFICIENCY AND ATTAINABILITY NOT AVAILABLE AVERAGE INTERSECTION DELAY 9.1 SECS/VEH TOTAL SYSTEM DELAY 3.6 VEH-HR/HR TOTAL NUMBER VEHICLES 1441. TOTAL SYSTEM FUEL CONSUMPTION 7.97 GAL/HR TOTAL SYSTEM STOPS 1054. STOPS MAXIMIN CYCLE 40 SECS (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Sandy Lake Road DISTRICT 1 03/28/00 RUN NO. 1 CYCLE = 60. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3. DEFAULT(I) : 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 : Samuel COORD PHASE : 0 OFFSET : .0 SEC : 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE % 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 44.5 .0 44.5 .0 15.5 15.5 .0 PHASE SPLIT (%) 0.% 74.% 0.% 74.% 0.% 26.% 26.% 0.% PHASE REVERSAL 6 5 2 1 4 3 .... LEFT TURN LAG -- LAG -- LAG -- LEAD -- CONCURRENT PHASES 2+6 DURATION (SEC) 44.5 CYCLE COUNT (SEC) .0 CYCLE COUNT ( % ) 0.% 1+6 1+5 4+7. 4+8 3+8 MAIN CROSS .0 .0 15.5 .0 .0 44.5 15.5 44.5 44.5 44.5 .0 .0 .0 44.5 74.% 74.% 74.% 0.% 0.% 0.% 74.% (PIN.SET) DECEMBER 93 PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Coppell Sandy Lake Road DISTRICT 1 03/28/00 RUN NO. 1 CYCLE = 60. 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 : Samuel COORD PHASE : 2 OFFSET : .0 SEC : 0.% *-[ISOLATED OPERATION] DUAL-RING PHASE % 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) .0 44.5 .0 44.5 .0 15.5 15.5 .0 PHASE SPLIT (%) 0.% 74.% 0.% 74.% 0.% 26.% 26.% 0.% PHASE REVERSAL 6 5 2 1 4 3 .... LEFT TURN LAG -- LAG -- LAG -- LEAD' -- CONCURRENT PHASES 2+6 1+6 1+5 4+7 4+8 3+8 MAIN CROSS DURATION (SEC) 44.5 .0 .0 15.5 .0 .0 44.5 15.5 CYCLE COUNT (SEC) .0 44.5 44.5 44.5 .0 .0 .0 44.5 CYCLE COUNT ( % ) 0.% 74.% 74.% 74.% 0.% 0.% 0.% 74.%