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Town Oaks-SY 991116
TECHNICAL MEMORANDUM TRAFFIC ANALYSIS FOR DENTON TAP ROAD AT M I NYARDS DRIVEWAY Prepared for: The City of Coppell 255 Parkway Boulevard Coppell, Texas 75019-4409 Submitted By: Minyard Properties, Inc. 777 Frreport Parkway Coppell, Texas 75201 Prepared By: Innovative Transportation Solutions, Inc. 2309 Springlake Road, Suite 630 Dallas, Texas 75234 November 16, 1999 7.7 INNOVATIVE TRANSPORTATION SOLUTIONS INC. 2309 Springlake Rd. ♦ Suite 630 ♦ Dallas,Texas 75234 • (972)484-2525 ♦ (972)484-4545 November 16, 1999 Mr. Kent M. Collins, P.E. Civil Engineer City of Coppell 255 Parkway Boulevard Coppell, Texas 75019-4409 RE: Proposed Traffic Signal on Denton Tap Road at Minyard's Driveway Dear Mr. Collins: Attached for your review is a copy of a traffic signal progression/queuing analysis on Denton Tap Road as it pertains to the proposed signal at Minyard's Driveway south of Sandy Lake Road. As discussed in our last meeting, we looked at the progression and queuing on Denton Tap Road during the morning, noon and afternoon peak hours. Based upon the results of the analyses, it appears a traffic signal could be installed at the Minyard's Driveway without significantly impacting the progression on Denton Tap Road or causing any serious queuing problems. If you have any questions regarding the study please give me a call at (972) 484-2525. Sincerely, Innovative Transportation Solutions, Inc. By: /vim rlrkacA_ Dean S.Stuller, P. E. Attachments cc: Mr. David Hardin, Minyard Properties, Inc. Signalization of Denton Tap at Minyard's Driveway November 16, 1999 Coppell, Texas TECHNICAL MEMORANDUM PROPOSED SIGNALIZATION AT MINYARDS DRIVEWAY IMPACTS ON DENTON TAP ROAD BETWEEN SANDY LAKE ROAD AND MINYARD'S DRIVEWAY I. Introduction In October of 1999, Minyards Properties, Inc. requested the services of Innovative Transportation Solution, Inc. to conduct a traffic operations analysis for the roadway network containing the signalized intersection of Denton Tap Road at Sandy Lake Road and the possible signalization of the existing Denton Tap/Minyards Driveway intersection. The primary focus of this study is to confirm that signalization progression will be maintained and that the potential queuing of vehicles on southbound Denton Tap Road between Sandy Lake Road and the Minyards Drive will not queue back through the Sandy Lake Road intersection or impact the overall system operations. II. Data Collection ITS has collected manual traffic counts at the two study intersections. The following time periods were identified as the Peak Periods: Critical Peak Period Peak Period A.M. Peak Hour: 7:30 to 8:30 am Noon: 12:00 to 1:00 pm P.M. Peak Hour: 5:00 to 6:00 pm The resulting Traffic Count Data is provided in the Appendix. Innovative Transportation Solutions,Inc. -1 - Signalization of Denton Tap at Minyard's Driveway November 16, 1999 Coppell, Texas III. Analysis Assumptions Data used in the PASSER II simulations and the corresponding output have been attached to this report. Timing sheets as provided by the City of Coppell were used for the intersection of Denton Tap Road and Sandy Lake Road (refer to appendix). The following outlines the primary analysis assumptions: ➢ Cycle lengths: A.M. Peak 110 seconds Noon Peak 75 seconds P.M. Peak 100 seconds ➢ Posted speed: Denton Tap Road: 40 MPH Sandy Lake Road: 35 MPH ➢ Distance between the two intersections equals 465 feet(center of intersection to center of intersection) ➢ Progression along Denton Tap Road ➢ Average Lane Widths: 11 feet for through and right-turn lanes 10 feet for left-turn lanes 15 feet for Minyards Driveway and McDonald's Driveway This data was used in PASSER II to evaluate the operations of the roadway network which would include the intersection of Denton Tap/Sandy Lake and the intersection of Denton Tap/Minyard's Driveway. The PASSER II evaluation was based upon the existing geometrics of each intersection which include: ➢ Denton Tap Road: Northbound Approach: One (1) exclusive left-turn lane Three (3) through lanes One (1) shared right-turn lane ➢ Denton Tap Road: Southbound Approach: One (1) exclusive left-turn lane Three (3) through lanes One (1) shared right-turn lane ➢ Sandy Lake Road: Eastbound Approach: One (1) exclusive left-turn lane One (1) through lane One (1) exclusive right-turn lane ➢ Sandy Lake Road: Westbound Approach: Two (2) exclusive left-turn lanes One (1)through lane One (1) exclusive right-turn lane ➢ Minyards/McDonald's East/Westbound: One-lane approach, three movements Innovative Transportation Solutions, Inc. -2- Signalization of Denton Tap at Minyard's Driveway November 16, 1999 Coppell, Texas IV. Analysis Characteristics A series of signalized intersections along an arterial street comprise an arterial street system. Such systems provide mobility from Point A to Point B by efficiently moving vehicles along the street segments. Given adequate design and access features, signal coordination can provide mobility along an arterial street that allows vehicles to progress through a series of signals without stopping. Some of the problems that occur along arterial streets as a result of poor or outdated signal timing and increasing or changing traffic demand include: 1. Lack of progression, causing excessive stops and low average travel speed; 2. Inadequate phase capacity at intersections, causing an additional amount of overflow traffic delay to occur and creating a bottleneck in the system; and 3. Overflow demand at turn bays and intersection approaches, causing blockage of through lanes and upstream intersections. V. Conclusions The results of the analysis are outlined in Tables 1 and 2. The PASSER II analysis addressing the proposed traffic signal at the Denton Tap/Minyard's Driveway intersection showed a signal would operate well at this location. Levels-of-service at the intersections would fall within a range that is typically acceptable for urban areas during peak periods, and the progression along Denton Tap Road should not be significantly impacted. TABLE 1 Progression and Band Widths Progression Band Width Study Period (in seconds) Efficiency Attainability A B (southbound) (northbound) AM Peak 0.51 Great 1.00 Increase Minimum 60 52 Progression Through Phase Noon Peak 0.46 Great 0.98 98 Fine-Tuning 34 33 Progression Needed PM Peak 0.44 Great 1.00 Increase Minimum 35 53 Progression Through Phase Innovative Transportation Solutions, Inc. -3- Signalization of Denton Tap at Minyard's Driveway November 16, 1999 Coppell, Texas TABLE 2 Projected Queue Lengths QUEUE LENGTH (in vehicles per lane) Approach Movement At Sandy Lake Road At Minyard's Driveway AM Noon PM AM Noon PM Peak Peak Peak Peak Peak Peak Hour Hour Hour Hour Hour Hour Eastbound Left 3.3 3.2 11.4 0.0 0.0 0.0 Through 10.9 3.6 9.8 2.7 1.6 0.8 Westbound Left 7.6 1.7 2.2 0.0 1.2 0.0 Through 3.6 2.4 14.2 1.1 2.1 1.4 Northbound Left 1.5 1.4 3.0 0.4 0.9 0.3 Through 3.6 4.0 7.9 2.1 3.3 5.6 Southbound Left 0.8 0.9 1.4 0.1 0.2 0.1 Through 11.8 4.1 5.0 6.3 4.2 2.6 One concern of the City's was the southbound queue at the Minyard's Driveway during the AM peak hour. As can be seen in Table 2, the maximum queue length on this approach is 6.3 vehicles per lane. This equates to a queue of approximately 155 feet back from the driveway, which leaves approximately 255 feet of additional storage between the projected end of queue and Sandy Lake Road. Upon the installation of the signal, signal retiming should be considered to ensure the City achieves proper offsets as well as prioritization of specific movements/approaches. The analyses outlined in this study gave favor to the high traffic volumes along Denton Tap Road (the major arterial) as opposed to Sandy Lake Road and the Minyards/McDonaldsDriveway(cross street). Upon review of the site plan, there are no geometric improvements that could be implemented to improve left turn egress from the site onto Denton Tap Road. F:\ITSData\Tracy\Files\Active\Coppell Denton Tap Passer\passer2 summary.wpd Innovative Transportation Solutions, Inc. -4- APPENDIX QUALITY COUNTS Location: DENTON TAP @ SANDY LAKE DATA COLLECTION & ANALYSIS Study Name: DTSANDYL Weather: MILD TURNING MOVEMENT COUNT Site Code : 00923992 Counted By: DS Start Date: 09/23/99 Page : 1 Vehicle group 1 Southbound Westbound Northbound Eastbound Start Intvl. Time Left Thru Right Other Left Thru Right Other Left Thru Right Other Left Thru Right Other Total 09/23/99 07:00 23 477 9 0 62 26 19 0 23 133 10 0 41 44 52 0 919 07:15 19 460 14 0 100 39 11 0 31 161 9 0 44 50 48 0 936 07:30 19 473 18 0 119 36 18 0 35 196 13 0 44 55 79 0 1105 07:45 19 513 21 0 113 45 10 0 26 155 18 0 35 35 75 0 1065 Hour 80 1923 62 0 394 146 58 0 115 645 50 0 164 184 254 0 4075 08:00 20 497 12 0 116 38 10 0 41 78 13 0 41 33 82 0 981 08:15 12 484 17 0 96 30 19 0 13 114 23 0 26 54 54 0 942 08:30 14 376 18 0 65 47 5 0 28 86 19 0 27 43 . 45 0 773 08:45 19 319 16 0 54 37 11 0 27 90 27 0 31 46 57 0, 734 Hour 65 1676 63 0 331 152 45 0 109 368 82 0 125 176 238 0 3430 [BREAK) 11:00 24 111 16 0 38 24 19 0 31 146 19 0 31 29 23 0 511 11:15 16 142 17 0 26 22 20 0 26 169 23 0 52 52 36 0 601 11:30 25 144 23 0 49 57 9 0 33 201 21 0 35 45 43 0 685 11:45 31 141 22 0 49 32 6 0 36 196 25 0 46 45 22 0 651 Hour 96 538 78 0 162 135 54 0 126 712 88 0 164 171 124 0 2448 12:00 36 171 20 0 43 24 7 0 46 233 15 0 59 31 39 0 724 12:15 34 193 18 0 59 32 9 0 50 187 13 0 35 32 31 0 693 12:30 32 202 18 0 45 32 6 0 59 194 17 0 38 29 35 0 707 12:45 19 267 32 0 38 28 8 0 41 157 19 0 49 31 47 0 736 Hour 121 833 88 0 185 116 30 0 196 771 64 0 181 123 152 0 2860 [BREAK] 16:00 22 138 31 0 47 67 21 0 53 228 32 0 40 47 22 0 748 16:15 27 122 18 0 34 60 16 0 44 274 31 0 44 38 25 0 733 16:30 27 123 28 0 39 63 15 0 67 279 46 0 36 56 21 0 800 16:45 25 134 21 0 32 59 35 0 71 347 49 0 68 63 36 0 940 Hour 101 517 98 0 152 249 87 0 235 1128 158 0 188 204 104 0 3221 17:00 28 162 26 0 44 42 18 0 73 395 40 0 59 52 46 0 985 17:15 31 123 16 0 62 56 22 0 72 402 33 0 58 78 26 0 979 ; 17:30 34 139 37 0 37 70 25 0 75 382 58 0 76 66 18 0 1017 ; 17:45 43 173 22 0 46 74 21 0 78 419 45 0 67 82 17 0_ 1087 Hour 136 597 101 0 189 242 86 0 298 1598 176 0 260 278 107 0 4063 Total 599 6084 490 0 1413 1040 360 0 1079 5222 618 0 1082 1136 979 0 20102 % Apr. 8.3 84.8 6.8 - 50,2 36.9 12.7 - 15.5 75.4 8.9 - 33.8 35.5 30.6 - - % Int. 2.9 30.2 2.4 - 7.0 5.1 1.7 - 5.3 25.9 3.0 - 5.3 5.6 4.8 - - QUALITY COUNTS Location: DENTON TAP @ DRIVE S SANDY L DATA COLLECTION & ANALYSIS Study Name: SANDYDR1 Weather: MILD TURNING MOVEMENT COUNT Site Code : 00000002 Counted By: LL Start Date: 09/23/99 Page : 1 Vehicle group 1 Southbound Westbound Northbound Eastbound Start lIntvl. Tine Left Thru Right Other Left Thru Right Other Left Thru Right Other, Left Thru Right Other] To� 1 09/23/99 07:00 7 537 0 0 2 2 2 0 12 157 4 0 0 0 11 0 734 07:15 3 598 1 0 2 0 3 0 17 202 9 0 6 0 18 0 859 I-07:30 6 659 1 0 3 1 4 0 12 255 5 0 0 0 25 0 971 07:45 2 692 2 0 9 1 2 0 9 181 6 0 2 0 15 0 921 1 Hour 18 2486 4 0 16 4 11 0 50 795 24 0 8 0 69 0 3485 08:00 6 700 2 0 6 0 7 0 17 137 9 0 2 0 13 0 899 08:15 5 590 1 0 2 1 2 0 13 144 4 0 1 0 23 0 786 08:30 10 513 3 0 6 1 0 0 11 139 7 0 0 0 14 0 704 08:45 6 407 0 0 9 0 3 0 13 132 11 0 4 0 17 0 602 Hour 27 2210 6 0 23 2 12 0 54 552 31 0 7 0 67 0 2991 [BREAK] 11:00 4 165 1 0 7 0 1 0 20 172 10 0 2 0 8 0 390 11:15 7 183 2 0 11 0 6 0 24 229 19 0 6 0 8 0 495 11:30 10 211 1 0 12 0 11 0 32 242 29 0 2 0 11 0 561 11:45 7 206 0 0 13 0 9 0 38 277 18 0 6 1 12 0 587 Hour 28 765 4 0 43 0 27 0 114 920 76 0 16 1 39 0 2033 (12:00 6 228 1 0 14 0 6 0 53 281 17 0 3 0 10 0 619 12:15 13 237 1 0 18 2 18 0 54 247 33 0 4 0 17 0 644 12:30 7 248 2 0 19 1 8 0 29 239 20 0 4 0 23 0 600 12:45 10 302 1 0 18 0 13 0 37 233 15 0 3 0 18 0 650 --Hour 36 1015 5 0 69 3 45 0 173 1000 85 0 14 0 68 0 2513 [BREAK) 16:00 10 200 1 0 13 0 15 . 0 9 336 21 0 1 0 3 0 609 16:15 10 187 0 0 5 0 3 0 11 366 20 0 1 0 7 0 610 16:30 2 203 1 0 5 3 5 0 12 415 16 0 5 0 5 0 672 16:45 7 193 0 0 3 0 10 0 27 482 25 0 2 0 6 0 755 Hour 29 783 2 0 26 3 33 0 59 1599 82 0 9 0 21 0 2:46 17:00 6 219 0 0 11 0 6 0 15 518 20 0 1 0 2 0 791 17:15 5 218 1 0 3 0 4 0 13 554 25 0 2 0 9 0 834 17:30 6 216 0 0 3 0 10 0 20 536 25 0 3 0 6 0 825 17:45 4 233 1 0 2 0 6 0 26 569 24 0 1 0 5 0 871 -Hour 21 886 2 0 19 0 26 0 74 2177 94 0 7 0 22 0 3328 Total 159 8145 23 0 196 12 154 0 524 7043 392 0 61 1 286 0 16995 % Apr. 1.9 97.8 0.2 - 54.1 3.3 42.5 - 6.5 88.4 4.9 - 17.5 0.2 82.1 - - % Int. 0.9 47.9 0.1 - 1.1 - 0.9 - 3.0 41.4 2.3 - 0.3 - 1.6 - - Timing Report, Sorted By Phase November 6, 1997 Sandy Lake Road & Denton Tap Road Cycle Length: 75 Control Type: Actuated-Coordinated Natural Cycle: 40 Offset: 11 (15%), Referenced to phase 2-SBT and 6-NBT, Start of Red 1 2 3 4 5 6 7 8 Movement NBL SBT EBL WBT SBL NBT WBL EST Permitted Lefts? Yes Yes Yes Yes Phase Lagging? Lead Lag Lead Lag Lead Lag Lead Lag Can Lead or Lag? Recall Mode None Coord None None None Coord None None Maximum Split(s) 18 35 10 12 18 35 10 12 Maximum Split(%) 24% 47% 13% 16% 24% 47% 13% 16% Minimum Split(s) 7 12 7 12 7 12 7 12 Yellow Time(s) 5 5 5 5 5 5 5 5 Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Initial (s) 3 4 3 4 3 4 3 4 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk(s) 15 15 15 15 Splits and Phases: Sandy Lake Road & Denton Tap Road ILI 1 4. 12 1J3 4-14 1.:#f" `:,` 35 x i � ,1 _ { 1.V a - 4 3Y? '!1* .:i 5 V: , N .. 5 _ T 16 cj7 . 8 - Synchro 3 Report P:\013776\600DISC\602CIVIL\602ATRAF\SYNCHRO\PMOFF\OFFPK005.SY5 , Unknown Page 2 Timing Report, Sorted By Phase November 6, 1997 Sandy Lake Road & Denton Tap Road • Cycle Length: 110 Control Type: Actuated-Coordinated Natural Cycle: 70 Offset: 69 (63%), Referenced to phase 2-SBT and 6-NBT, Start of Red +1 III Li. 1.x.7 L. L 1 2 3 4 5 6 7 8 Movement NBL SBT EEL WBT SBL NBT WBL EBT Permitted Lefts? Yes Yes Yes Yes Phase Lagging? Lead Lag Lead Lag Lead Lag Lead Lag Can Lead or Lag? Recall Mode None Coord None None None Coord None None Maximum Split(s) 12 60 11 27 20 52 17 21 Maximum Split(%) 11% 55% 10% 25% 18% 47% 15% 19% Minimum Split(s) 10 20 10 15 10 20 10 15 Yellow Time (s) 5 5 5 5 5 5 5 5 Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Initial (s) 3 4 3 4 3 4 3 4 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk(s) 15 15 15 15 Splits and Phases: Sandy Lake Road & Denton Tap Road <i11 4, 2 113 Fi4 12 60 --- 1 20 52-' ,_ S t ri ` Z MM 5 T"_ 6 _ 4-17 _8 • Synchro 3 Report AM Peak Hour Pattern , Unknown Page 2 Timing Report, Sorted By Phase November 1997 � Sandy Lake Road & Denton Tap Road Cycle Length: 100 Control Type: Actuated-Coordinated Natural Cycle: 65 Offset: 21 (21%), Referenced to phase 2-SBT and 6-NBT, Start of Red _42j l i.1 [2:of lr] 1,.. Lt j LEI lJ 1 2 3 4 5 6 T 8 Movement NBL SBT EBL WBT SBL NBT WBL EBT Permitted Lefts? Yes Yes Yes Yes Phase Lagging? Lead Lag Lead Lag Lead Lag Lead Lag Can Lead or Lag? Recall Mode None Coord None None None Coord None None Maximum Split(s) 34 35 14 17 16 53 10 21 Maximum Split(%) 34% 35% 14% 17% 16% 53% 10% 21% Minimum Split(s) 10 20 10 15 10 20 10 15 Yellow Time(s) 5 5 5 5 5 5 5 5 Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Initial(s) 3 4 3 4 3 4 3 4 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk(s) 15 15 15 15 Splits and Phases: Sandy Lake Road & Denton Tap Road (, _11 jj2 J3 J4. 34 .:t �= 35 =, ,, i _ _ a it _. e-+ -f.i _ 4 yv'3 Y' ■M SMw�5. Z i`ia'_4. 5 6 4-17 8 Synchro 3 Report PM Peak Hour Pattern , Unknown Page 2 (INT. SUMY) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INTERSECTION PERFORMANCE SUMMARY **** CYCLE LENGTH = 110 SECS SYSTEM MAXIMIN CYCLE = 111 SECS INT CROSS STREET PHASE MIN. DELAY INTERSECTION AVERAGE DELAY INT NO INTERSECTION ART CRS CYCLE (SECS) V/C RATIO (SECS/VEH) NO 1 Sandy Lake 1 1 111 . 94 31 . 5 1 2 Minyards Dri 1 2 71 . 81 7 . 3 2 NOTE: PHASE SEQUENCE CODE FOR ARTERIAL (ART) CROSS STREET (CRS) 1 - LEFT TURN FIRST OR DUAL LEFTS LEADING OR DUAL LEFTS (1+5) 2 - THROUGH FIRST OR DUAL THRUS LEADING OR DUAL THRUS (2+6) 3 - LEADING GREEN OR NO. 5 LEADING OR LT 5 LEADS (2+5) 4 - LAGGING GREEN OR NO. 1 LEADING OR LT 1 LEADS (1+6) n (BEST. SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION. . . . NEMA PHASE DESIGNATION **** *** INT. 1 . 0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Sandy Lake . 0 % OFFSET CROSS ST PHASE SEQ IS DUAL LEFTS (3+7) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 2+5 2+6 TOTAL 3+7 4+7 4+8 TOTAL PHASE TIME (SECS) 12 . 0 8 . 0 52 . 0 72 . 0 11 . 0 6 . 0 21 . 0 38 . 0 PHASE TIME (%) 10 . 9 7 . 3 47 . 3 65 . 5 10 . 0 5 . 5 19 . 1 34 . 5 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [6] 4 7 [6] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPP WBTHRU WBLTPP EBTHRU PHASE TIME (SEC) 20 . 0 52 . 0 12 . 0 60 . 0 11 . 0 27 . 0 17 . 0 21 . 0 V/C-RATIO . 12 . 28 .46 . 80 . 40 . 39 . 88 . 95 LEVEL OF SERVICE A A A D A A E E DELAY (SECS/VEH) 7 . 9 15 . 5 21 . 7 24 . 2 28 . 2 37 . 9 47 . 5 73 . 8 LEVEL OF SERVICE B B C C C D D E QUEUE (VEH/LANE) . 8 3 . 6 1 . 5 11 . 8 3 . 3 3 . 6 7 . 6 10 . 9 STOPS (STOPS/HR) 32 . 266 . 101 . 1868 . 117 . 135 . 462 . 531 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 31 .47 SECS/VEH 59 . 64 GAL/HR 111 SECS .r (BEST. SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION CONTINUED. . . . NEMA PHASE DESIGNATION **** *** INT. 2 94 . 1 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Minyards Dri 85 . 5 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4+8) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SECS) 10 . 0 . 0 85 . 8 95 . 8 14 . 2 . 0 . 0 14 . 2 PHASE TIME (%) 9 . 1 . 0 78 . 0 87 . 1 12 . 9 . 0 . 0 12 . 9 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [1] 4 7 [1] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPM WBTHRU WBLTPM EBTHRU PHASE TIME (SEC) 10 . 0 85 . 8 10 . 0 85 . 8 . 0 14 . 2 . 0 14 . 2 V/C-RATIO . 03 . 20 . 23 . 71 . 00 . 29 . 00 . 55 LEVEL OF SERVICE A A A C A A DELAY (SECS/VEH) 1 . 4 4 .2 10 . 1 6 . 1 . 0 46 . 7 . 0 52 . 1 LEVEL OF SERVICE A A B A D E QUEUE (VEH/LANE) . 1 2 . 1 .4 6 . 3 . 0 1 . 1 . 0 2 . 7 STOPS (STOPS/HR) 5 . 667 . 44 . 1122 . 0 . 35 . 0 . 75 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 7 . 25 SECS/VEH 32 . 99 GAL/HR 71 SECS (INT. SUMY) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INTERSECTION PERFORMANCE SUMMARY **** CYCLE LENGTH = 75 SECS SYSTEM MAXIMIN CYCLE = 75 SECS INT CROSS STREET PHASE MIN. DELAY INTERSECTION AVERAGE DELAY INT NO INTERSECTION ART CRS CYCLE (SECS) V/C RATIO (SECS/VEH) NO 1 Sandy Lake 1 1 75 . 58 17 . 8 1 2 Minyards Dri 1 2 45 . 57 10 . 6 2 NOTE: PHASE SEQUENCE CODE FOR ARTERIAL (ART) CROSS STREET (CRS) 1 - LEFT TURN FIRST OR DUAL LEFTS LEADING OR DUAL LEFTS (1+5) 2 - THROUGH FIRST OR DUAL THRUS LEADING OR DUAL THRUS (2+6) 3 - LEADING GREEN OR NO. 5 LEADING OR LT 5 LEADS (2+5) 4 - LAGGING GREEN OR NO. 1 LEADING OR LT 1 LEADS (1+6) Moo r1 (BEST. SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION. . . . NEMA PHASE DESIGNATION **** *** INT. 1 . 0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Sandy Lake . 0 % OFFSET CROSS ST PHASE SEQ IS DUAL LEFTS (3+7) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 3+7 3+8 4+8 TOTAL PHASE TIME (SECS) 18 . 0 . 0 35 . 0 53 . 0 10 . 0 . 0 12 . 0 22 . 0 PHASE TIME (%) 24 . 0 . 0 46 . 7 70 . 7 13 . 3 . 0 16 . 0 29 . 3 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [6] 4 7 [6] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPP WBTHRU WBLTPP EBTHRU PHASE TIME (SEC) 18 . 0 35 . 0 18 . 0 35 . 0 10 . 0 12 . 0 10 . 0 12 . 0 V/C-RATIO . 22 .41 . 32 . 45 . 55 . 59 . 39 . 78 LEVEL OF SERVICE A A A A A A A C DELAY (SECS/VEH) 4 . 4 11 . 7 6 . 0 16 . 0 24 . 9 36 . 3 22 . 3 41 . 9 LEVEL OF SERVICE A B A B C D C D QUEUE (VEH/LANE) . 9 4 . 0 1 .4 4 . 1 3 . 2 2 . 4 1 . 7 3 . 6 STOPS (STOPS/HR) 55 . 353 . 118 . 832 . 163 . 115 . 160 . 287 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 17 . 84 SECS/VEH 32 . 17 GAL/HR 75 SECS • (BEST. SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION CONTINUED. . . . NEMA PHASE DESIGNATION **** *** INT. 2 1 . 7 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Minyards Dri 2 . 3 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4+8) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SECS) 10 . 0 8 . 0 41 . 1 59 . 1 15 . 9 . 0 . 0 15 . 9 PHASE TIME (%) 13 . 3 10 . 7 54 . 8 78 . 8 21 . 2 . 0 . 0 21 . 2 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [1] 4 7 [4] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPM WBTHRU WBLTPM EBTHRU PHASE TIME (SEC) 10 . 0 49 . 1 18 . 0 41 . 1 . 0 15 . 9 . 0 15 . 9 V/C-RATIO . 07 . 36 . 30 .43 . 00 . 42 . 27 . 34 LEVEL OF SERVICE A A A A A A A DELAY (SECS/VEH) 2 . 9 7 . 7 3 . 3 10 .4 . 0 29 . 2 29 . 0 28 . 4 LEVEL OF SERVICE A B A B C C C QUEUE (VEH/LANE) . 2 3 . 3 . 9 4 . 2 . 0 2 . 1 1 . 2 1 . 6 STOPS (STOPS/HR) 15 . 977 . 90 . 449 . 0 . 108 . 58 . 76 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 10 . 61 SECS/VEH 26 . 53 GAL/HR 45 SECS (INT. SUMY) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INTERSECTION PERFORMANCE SUMMARY **** CYCLE LENGTH = 100 SECS SYSTEM MAXIMIN CYCLE = 101 SECS INT CROSS STREET PHASE MIN. DELAY INTERSECTION AVERAGE DELAY INT NO INTERSECTION ART CRS CYCLE (SECS) V/C RATIO (SECS/VEH) NO 1 Sandy Lake 1 1 101 . 86 30 . 9 1 2 Minyards Dri 1 2 59 . 69 6 . 1 2 NOTE: PHASE SEQUENCE CODE FOR ARTERIAL (ART) CROSS STREET (CRS) 1 - LEFT TURN FIRST OR DUAL LEFTS LEADING OR DUAL LEFTS (1+5) 2 - THROUGH FIRST OR DUAL THRUS LEADING OR DUAL THRUS (2+6) 3 - LEADING GREEN OR NO. 5 LEADING OR LT 5 LEADS (2+5) 4 - LAGGING GREEN OR NO. 1 LEADING OR LT 1 LEADS (1+6) Pa") (BEST.SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION. . . . NEMA PHASE DESIGNATION **** *** INT. 1 . 0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Sandy Lake . 0 % OFFSET CROSS ST PHASE SEQ IS DUAL LEFTS (3+7) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 3+7 3+8 4+8 TOTAL PHASE TIME (SECS) 16 . 0 18 . 0 35 . 0 69 . 0 10 . 0 4 . 0 17 . 0 31 . 0 PHASE TIME (%) 16 . 0 18 . 0 35 . 0 69 . 0 10 . 0 4 . 0 17 . 0 31 . 0 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [6] 4 7 [6] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPP WBTHRU WBLTPP EBTHRU PHASE TIME (SEC) 16 . 0 53 . 0 34 . 0 35 . 0 14 . 0 17 . 0 10 . 0 21 . 0 V/C-RATIO . 41 . 73 .40 . 46 . 95 1 . 02 . 52 . 89 LEVEL OF SERVICE A C A A E F A E DELAY (SECS/VEH) 16 . 7 15 . 6 8 .4 28 . 0 70 . 3 108 .4 29 . 8 63 . 9 LEVEL OF SERVICE B B B C E F C E QUEUE (VEH/LANE) 1 . 4 7 . 9 3 . 0 5 . 0 11 . 4 14 . 2 2 .2 9 . 8 STOPS (STOPS/HR) 113 . 1320 . 183 . 631 . 328 . 357 . 172 . 316 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 30 . 92 SECS/VEH 60 . 78 GAL/HR 101 SECS (BEST. SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION CONTINUED. . . . NEMA PHASE DESIGNATION **** *** INT. 2 92 . 1 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Minyards Dri 92 . 1 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4+8) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SECS) 10 . 0 6 . 7 73 . 3 90 . 0 10 . 0 . 0 . 0 10 . 0 PHASE TIME (%) 10 . 0 6 . 7 73 . 3 90 . 0 10 . 0 . 0 . 0 10 . 0 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [1] 4 7 [1] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPM WBTHRU WBLTPM EBTHRU PHASE TIME (SEC) 10 . 0 80 . 0 16 . 7 73 . 3 . 0 10 . 0 . 0 10 . 0 V/C-RATIO . 07 . 60 . 11 . 26 . 00 . 49 . 00 . 31 LEVEL OF SERVICE A A A A A A DELAY (SECS/VEH) 3 . 6 5 . 5 . 9 4 . 6 . 0 49 . 9 . 0 45 . 8 LEVEL OF SERVICE A A A A D D QUEUE (VEH/LANE) . 1 5 . 6 . 3 2 . 6 . 0 1 .4 . 0 . 8 STOPS (STOPS/HR) 8 . 2045 . 16 . 192 . 0 . 43 . 0 . 27 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 6 . 12 SECS/VEH 31 . 26 GAL/HR 59 SECS (COVER) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 - PROGRESSION MODE. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 2 110 110 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4 . 0 P011 PEA iL (EMBED.DAT) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 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) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INPUT DATA CONTINUED **** ******************************************************************** **** INTERSECTION 1 Sandy Lake 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 (NEMA) 5 [6] 6 1 [6] 2 3 [6] 4 7 [6] 8 VOLUMES (VPH) 70 610 115 2035 146 149 444 467 SAT FLOW RATE (VPHG) 1686 4930 1686 4987 1686 1838 3111 3175 MINIMUM PHASE (SEC) 20 52 12 60 11 27 17 21 (INPUT.DATA) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INPUT DATA CONTINUED **** ******************************************************************** **** INTERSECTION 2 Minyards Dri DISTANCE 1 TO 2 SPEED DISTANCE 2 TO 1 SPEED 465 . FT 40 . MPH 465 . FT 40 . 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 THRUS (4+8) NO OVERLAP ARTERIAL STREET CROSS STREET PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [1] 4 7 [1] 8 VOLUMES (VPH) 19 741 51 2647 0 38 0 81 SAT FLOW RATE (VPHG) 1686 4988 1686 5011 1805 1767 1805 1614 MINIMUM PHASE (SEC) 10 20 10 20 0 10 0 10 (ERROR.MSG) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (ART. SUMY) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST PROGRESSION SOLUTION SUMMARY **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE LENGTH =110 SECS (MAXIMIN CYCLE = 111 SECS) EFFICIENCY = . 51 (GREAT PROGRESSION) ATTAINABILITY = 1 . 00 (INCREASE MIN. THROUGH PHASE) BAND A = 60 SECS AVERAGE SPEED = 40 MPH BAND B = 52 SECS AVERAGE SPEED = 40 MPH NOTE : ARTERIAL PROGRESSION EVALUATION CRITERIA EFFICIENCY 0 . 00 - 0 . 12 - "POOR PROGRESSION" O . 13 - 0 . 24 - "FAIR PROGRESSION" O . 25 - 0 . 36 - "GOOD PROGRESSION" O . 37 - 1 . 00 - "GREAT PROGRESSION" ATTAINABILITY 1 . 00 - 0 . 99 - "INCREASE MIN THRU PHASE" O . 99 - 0 . 70 - "FINE-TUNING NEEDED" 0 . 69 - 0 . 00 - "MAJOR CHANGES NEEDED" (INT. SUMY) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INTERSECTION PERFORMANCE SUMMARY **** CYCLE LENGTH = 110 SECS SYSTEM MAXIMIN CYCLE = 111 SECS INT CROSS STREET PHASE MIN. DELAY INTERSECTION AVERAGE DELAY INT NO INTERSECTION ART CRS CYCLE (SECS) V/C RATIO (SECS/VEH) NO 1 Sandy Lake 1 1 111 . 94 31 . 5 1 2 Minyards Dri 1 2 71 . 81 7 . 3 2 NOTE: PHASE SEQUENCE CODE FOR ARTERIAL (ART) CROSS STREET (CRS) 1 - LEFT TURN FIRST OR DUAL LEFTS LEADING OR DUAL LEFTS (1+5) 2 - THROUGH FIRST OR DUAL THRUS LEADING OR DUAL THRUS (2+6) 3 - LEADING GREEN OR NO. 5 LEADING OR LT 5 LEADS (2+5) 4 - LAGGING GREEN OR NO. 1 LEADING OR LT 1 LEADS (1+6) (BEST. SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION. . . . NEMA PHASE DESIGNATION **** *** INT. 1 . 0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Sandy Lake . 0 % OFFSET CROSS ST PHASE SEQ IS DUAL LEFTS (3+7) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 2+5 2+6 TOTAL 3+7 4+7 4+8 TOTAL PHASE TIME (SECS) 12 . 0 8 . 0 52 . 0 72 . 0 11 . 0 6 . 0 21 . 0 38 . 0 PHASE TIME (%) 10 . 9 7 . 3 47 . 3 65 . 5 10 . 0 5 . 5 19 . 1 34 . 5 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [6] 4 7 [6] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPP WBTHRU WBLTPP EBTHRU PHASE TIME (SEC) 20 . 0 52 . 0 12 . 0 60 . 0 11 . 0 27 . 0 17 . 0 21 . 0 V/C-RATIO . 12 .28 .46 . 80 . 40 . 39 . 88 . 95 LEVEL OF SERVICE A A A D A A E E DELAY (SECS/VEH) 7 . 9 15 . 5 21 . 7 24 . 2 28 . 2 37 . 9 47 . 5 73 . 8 LEVEL OF SERVICE B B C C C D D E QUEUE (VEH/LANE) . 8 3 . 6 1 . 5 11 . 8 3 . 3 3 . 6 7 . 6 10 . 9 STOPS (STOPS/HR) 32 . 266 . 101 . 1868 . 117 . 135 . 462 . 531 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 31 .47 SECS/VEH 59 . 64 GAL/HR 111 SECS (BEST. SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER I1-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION CONTINUED. . . . NEMA PHASE DESIGNATION **** *** INT. 2 94 . 1 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Minyards Dri 85 . 5 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4+8) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SECS) 10 . 0 . 0 85 . 8 95 . 8 14 . 2 . 0 . 0 14 . 2 PHASE TIME (%) 9 . 1 . 0 78 . 0 87 . 1 12 . 9 . 0 . 0 12 . 9 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [1] 4 7 [1] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPM WBTHRU WBLTPM EBTHRU PHASE TIME (SEC) 10 . 0 85 . 8 10 . 0 85 . 8 . 0 14 . 2 . 0 14 . 2 V/C-RATIO . 03 . 20 . 23 . 71 . 00 . 29 . 00 . 55 LEVEL OF SERVICE A A A C A A DELAY (SECS/VEH) 1 . 4 4 . 2 10 . 1 6 . 1 . 0 46 . 7 . 0 52 . 1 LEVEL OF SERVICE A A B A D E QUEUE (VEH/LANE) . 1 2 . 1 . 4 6 . 3 . 0 1 . 1 . 0 2 . 7 STOPS (STOPS/HR) 5 . 667 . 44 . 1122 . 0 . 35 . 0 . 75 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 7 . 25 SECS/VEH 32 . 99 GAL/HR 71 SECS (ART.MOE) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE LENGTH = 110 SECS BAND A = 60 SECS BAND B = 52 SECS AVERAGE PROGRESSION SPEED - BAND A = 40 MPH BAND B = 40 MPH . 51 EFFICIENCY 1 . 00 ATTAINABILITY AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 20 . 1 SECS/VEH 42 . 5 VEH-HR/HR 7613 . TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 92 . 63 GAL/HR 5460 . STOPS 111 SECS (PIN. SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE = 110 . SECONDS SPLIT = 1 2 3 . OFFSET = 1 2 3 . DEFAULT (1) : 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% *- [MASTER AND SYSTEM INTERSECTION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 20 . 0 52 . 0 12 . 0 60 . 0 11 . 0 27 . 0 17 . 0 21 . 0 PHASE SPLIT (%) 18 . % 47 . % 11 . % 55 . % 10 . % 25 . % 15 . % 19 . % 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) 12 . 0 8 . 0 52 . 0 11 . 0 6 . 0 21 . 0 72 . 0 38 . 0 CYCLE COUNT (SEC) . 0 12 . 0 20 . 0 72 . 0 83 . 0 89 . 0 . 0 72 . 0 CYCLE COUNT ( % ) 0 . % 11 . % 18 . % 65 . % 75 . % 81 . % 0 . % 65 . % (PIN. SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE = 110 . SECONDS SPLIT = 1 2 3 . OFFSET = 1 2 3 . DEFAULT (1) : 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 2 : Minyards Dri COORD PHASE : 0 OFFSET : 94 . 1 SEC : 85 . 5% DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 10 . 0 85 . 8 10 . 0 85 . 8 . 0 14 . 2 . 0 14 .2 PHASE SPLIT (%) 9 . % 78 . % 9 . % 78 . % 0 . % 13 . % 0 . % 13 . % PHASE REVERSAL, -- -- -- -- 4 3 8 7 LEFT TURN LEAD -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+5 1+6 2+6 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 10 . 0 . 0 85 . 8 14 .2 . 0 . 0 95 . 8 14 . 2 CYCLE COUNT (SEC) 94 . 1 104 . 1 104 . 1 79 . 9 94 . 1 94 . 1 94 . 1 79 . 9 CYCLE COUNT ( % ) 86 . % 95 . % 95 . % 73 . % 86 . % 86 . % 86 . % 73 . % (PIN.SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 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 : 98 . 0 SEC : 89 . 1% *- [MASTER AND SYSTEM INTERSECTION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 20 . 0 52 . 0 12 . 0 60 . 0 11 . 0 27 . 0 17 . 0 21 . 0 PHASE SPLIT (%) 18 . % 47 . % 11 . % 55 . % 10 . % 25 . % 15 . % 19 . % 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) 12 . 0 8 . 0 52 . 0 11 . 0 6 . 0 21 . 0 72 . 0 38 . 0 CYCLE COUNT (SEC) 98 . 0 . 0 8 . 0 60 . 0 71 . 0 77 . 0 98 . 0 60 . 0 CYCLE COUNT ( % ) 89 . % 0 . % 7 . % 55 . % 65 . % 70 . % 89 . % 55 . % (PIN. SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 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 2 : Minyards Dri COORD PHASE : 2 OFFSET : 94 . 1 SEC : 85 . 5% DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 10 . 0 85 . 8 10 . 0 85 . 8 . 0 14 . 2 . 0 14 . 2 PHASE SPLIT (%) 9 . % 78 . % 9 . % 78 . % 0 . % 13 . % 0 . % 13 . % PHASE REVERSAL -- -- -- -- 4 3 8 7 LEFT TURN LEAD -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+5 1+6 2+6 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 10 . 0 . 0 85 . 8 14 . 2 . 0 . 0 95 . 8 14 . 2 CYCLE COUNT (SEC) 72 . 1 82 . 1 82 . 1 57 . 9 72 . 1 72 . 1 72 . 1 57 . 9 CYCLE COUNT ( % ) 66 . % 75 . % 75 . % 53 . % 66 . % 66 . % 66 . % 53 . % (TS .DIAGM) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 RUN NO 1 DISTRICT Denton Tap 11/12/99 CYCLE = 110 SECONDS HORIZONTAL SCALE 1 INCH = 30 SECS (1 inch = 10 characters) VERTICAL SCALE 1 INCH = 1000 FEET (1 inch = 6 lines) INT 2 I Minyard IXXXXXXXXXXXXXXXXXXXXXXXXXX ===XXX XXXXXXXXXXXXXXXXXXXXXXXXX. == 94 . 1S I INT 1 I Sandy L I====///XXXXXXXXXXXXXXXXX ===///XXXXXXXXXXXXXXXXX 0 . OS /A/ \B\ 40 MPH 40 MPH 60 SECOND BAND 52 SECOND BAND __= DUAL LEFTS (1+5) XXX DUAL THRUS (2+6) /// LT 5 LEADS (2+5) \\\ LT 1 LEADS (1+6) (COVER) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 Dallas Denton Tap DISTRICT. 11/12/99 RUN NO. 1 - PROGRESSION MODE. **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 2 100 100 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4 . 0 ?m Pe4 K- (EMBED.DAT) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 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) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INPUT DATA CONTINUED **** ******************************************************************** **** INTERSECTION 1 Sandy Lake 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 (NEMA) 5 [6] 6 1 [6] 2 3 [6] 4 7 [6] 8 VOLUMES (VPH) 136 1774 298 698 260 242 189 278 SAT FLOW RATE (VPHG) 1686 4938 1686 4904 1686 1838 3111 1838 MINIMUM PHASE (SEC) 16 53 34 35 14 17 10 21 (INPUT.DATA) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INPUT DATA CONTINUED **** ******************************************************************** **** INTERSECTION 2 Minyards Dri DISTANCE 1 TO 2 SPEED DISTANCE 2 TO 1 SPEED 465 . FT 40 . MPH 465 . FT 40 . 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 THRUS (4+8) NO OVERLAP ARTERIAL STREET CROSS STREET PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [1] 4 7 [1] 8 VOLUMES (VPH) 21 2265 74 888 0 45 0 29 SAT FLOW RATE (VPHG) 1686 4981 1686 5011 1805 1716 1805 1665 MINIMUM PHASE (SEC) 10 20 10 20 0 10 0 10 (ERROR.MSG) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (ART.SUMY) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST PROGRESSION SOLUTION SUMMARY **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE LENGTH =100 SECS (MAXIMIN CYCLE = 101 SECS) EFFICIENCY = .44 (GREAT PROGRESSION) ATTAINABILITY = 1 . 00 (INCREASE MIN. THROUGH PHASE) BAND A = 35 SECS AVERAGE SPEED = 40 MPH BAND B = 53 SECS AVERAGE SPEED = 40 MPH NOTE: ARTERIAL PROGRESSION EVALUATION CRITERIA EFFICIENCY 0 . 00 - 0 . 12 - "POOR PROGRESSION" 0 . 13 - 0 . 24 - "FAIR PROGRESSION" O . 25 - 0 . 36 - "GOOD PROGRESSION" O . 37 - 1 . 00 - "GREAT PROGRESSION" ATTAINABILITY 1 . 00 - 0 . 99 - "INCREASE MIN THRU PHASE" O . 99 - 0 . 70 - "FINE-TUNING NEEDED" O . 69 - 0 . 00 - "MAJOR CHANGES NEEDED" (INT. SUMY) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INTERSECTION PERFORMANCE SUMMARY **** CYCLE LENGTH = 100 SECS SYSTEM MAXIMIN CYCLE = 101 SECS INT CROSS STREET PHASE MIN. DELAY INTERSECTION AVERAGE DELAY INT NO INTERSECTION ART CRS CYCLE (SECS) V/C RATIO (SECS/VEH) NO 1 Sandy Lake 1 1 101 . 86 30 . 9 1 2 Minyards Dri 1 2 59 . 69 6 . 1 2 NOTE: PHASE SEQUENCE CODE FOR ARTERIAL (ART) CROSS STREET (CRS) 1 - LEFT TURN FIRST OR DUAL LEFTS LEADING OR DUAL LEFTS (1+5) 2 - THROUGH FIRST OR DUAL THRUS LEADING OR DUAL THRUS (2+6) 3 - LEADING GREEN OR NO. 5 LEADING OR LT 5 LEADS (2+5) 4 - LAGGING GREEN OR NO. 1 LEADING OR LT 1 LEADS (1+6) (BEST. SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION. . . . NEMA PHASE DESIGNATION **** *** INT. 1 . 0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Sandy Lake . 0 % OFFSET CROSS ST PHASE SEQ IS DUAL LEFTS (3+7) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 3+7 3+8 4+8 TOTAL PHASE TIME (SECS) 16 . 0 18 . 0 35 . 0 69 . 0 10 . 0 4 . 0 17 . 0 31 . 0 PHASE TIME (%) 16 . 0 18 . 0 35 . 0 69 . 0 10 . 0 4 . 0 17 . 0 31 . 0 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [6] 4 7 [6] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPP WBTHRU WBLTPP EBTHRU PHASE TIME (SEC) 16 . 0 53 . 0 34 . 0 35 . 0 14 . 0 17 . 0 10 . 0 21 . 0 V/C-RATIO .41 . 73 . 40 . 46 . 95 1 . 02 . 52 . 89 LEVEL OF SERVICE A C A A E F A E DELAY (SECS/VEH) 16 . 7 15 . 6 8 .4 28 . 0 70 . 3 108 .4 29 . 8 63 . 9 LEVEL OF SERVICE B B B C E F C E QUEUE (VEH/LANE) 1 . 4 7 . 9 3 . 0 5 . 0 11 . 4 14 . 2 2 . 2 9 . 8 STOPS (STOPS/HR) 113 . 1320 . 183 . 631 . 328 . 357 . 172 . 316 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 30 . 92 SECS/VEH 60 . 78 GAL/HR 101 SECS (BEST. SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION CONTINUED. . . . NEMA PHASE DESIGNATION **** *** INT. 2 92 . 1 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Minyards Dri 92 . 1 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4+8) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SECS) 10 . 0 6 . 7 73 . 3 90 . 0 10 . 0 . 0 . 0 10 . 0 PHASE TIME (%) 10 . 0 6 . 7 73 . 3 90 . 0 10 . 0 . 0 . 0 10 . 0 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [1] 4 7 [1] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPM WBTHRU WBLTPM EBTHRU PHASE TIME (SEC) 10 . 0 80 . 0 16 . 7 73 . 3 . 0 10 . 0 . 0 10 . 0 V/C-RATIO . 07 . 60 . 11 .26 . 00 .49 . 00 . 31 LEVEL OF SERVICE A A A A A A DELAY (SECS/VEH) 3 . 6 5 . 5 . 9 4 . 6 . 0 49 . 9 . 0 45 . 8 LEVEL OF SERVICE A A A A D D QUEUE (VEH/LANE) . 1 5 . 6 . 3 2 . 6 . 0 1 . 4 . 0 . 8 STOPS (STOPS/HR) 8 . 2045 . 16 . 192 . 0 . 43 . 0 . 27 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 6 . 12 SECS/VEH 31 . 26 GAL/HR 59 SECS (ART.MOE) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE LENGTH = 100 SECS BAND A = 35 SECS BAND B = 53 SECS AVERAGE PROGRESSION SPEED - BAND A = 40 MPH BAND B = 40 MPH . 44 EFFICIENCY 1 . 00 ATTAINABILITY AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 19 . 5 SECS/VEH 38 . 9 VEH-HR/HR 7197 . TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 92 . 04 GAL/HR 5750 . STOPS 101 SECS (PIN. SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE = 100 . SECONDS SPLIT = 1 2 3 . OFFSET = 1 2 3 . DEFAULT (1) : 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% *- [MASTER AND SYSTEM INTERSECTION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 16 . 0 53 . 0 34 . 0 35 . 0 14 . 0 17 . 0 10 . 0 21 . 0 PHASE SPLIT (%) 16 . % 53 . % 34 . % 35 . % 14 . % 17 . % 10 . % 21 . % 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) 16 . 0 18 . 0 35 . 0 10 . 0 4 . 0 17 . 0 69 . 0 31 . 0 CYCLE COUNT (SEC) . 0 16 . 0 34 . 0 69 . 0 79 . 0 83 . 0 . 0 69 . 0 CYCLE COUNT ( % ) 0 . % 16 . % 34 . % 69 . % 79 . % 83 . % 0 . % 69 . % (PIN. SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE = 100 . SECONDS SPLIT = 1 2 3 . OFFSET = 1 2 3 . DEFAULT (1) : 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 2 : Minyards Dri COORD PHASE : 0 OFFSET : 92 . 1 SEC : 92 . 1% DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 10 . 0 80 . 0 16 . 7 73 . 3 . 0 10 . 0 . 0 10 . 0 PHASE SPLIT (%) 10 . % 80 . % 17 . % 73 . % 0 . % 10 . % 0 . % 10 . % PHASE REVERSAL -- -- -- -- 4 3 8 7 LEFT TURN LEAD -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+5 1+6 2+6 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 10 . 0 6 . 7 73 . 3 10 . 0 . 0 . 0 90 . 0 10 . 0 CYCLE COUNT (SEC) 92 . 1 2 . 1 8 . 8 82 . 1 92 . 1 92 . 1 92 . 1 82 . 1 CYCLE COUNT ( % ) 92 . % 2 . % 9 . % 82 . % 92 . % 92 . % 92 . % 82 . % (PIN. SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 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 : Sandy Lake COORD PHASE : 2 OFFSET : 66 . 0 SEC : 66 . 0% *- [MASTER AND SYSTEM INTERSECTION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 16 . 0 53 . 0 34 . 0 35 . 0 14 . 0 17 . 0 10 . 0 21 . 0 PHASE SPLIT (%) 16 . % 53 . % 34 . % 35 . % 14 . % 17 . % 10 . % 21 . % 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) 16 . 0 18 . 0 35 . 0 10 . 0 4 . 0 17 . 0 69 . 0 31 . 0 CYCLE COUNT (SEC) 66 . 0 82 . 0 . 0 35 . 0 45 . 0 49 . 0 66 . 0 35 . 0 CYCLE COUNT ( % ) 66 . % 82 . % 0 . % 35 . % 45 . % 49 . % 66 . % 35 . % (PIN. SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 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 2 : Minyards Dri COORD PHASE : 2 OFFSET : 92 . 1 SEC : 92 . 1% DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 10 . 0 80 . 0 16 . 7 73 . 3 . 0 10 . 0 . 0 10 . 0 PHASE SPLIT (%) 10 . % 80 . % 17 . % 73 . % 0 . % 10 . % 0 . % 10 . % PHASE REVERSAL -- -- -- -- 4 3 8 7 LEFT TURN LEAD -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+5 1+6 2+6 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 10 . 0 6 . 7 73 . 3 10 . 0 . 0 . 0 90 . 0 10 . 0 CYCLE COUNT (SEC) 41 .4 51 . 4 58 . 1 31 .4 41 . 4 41 . 4 41 . 4 31 .4 CYCLE COUNT ( % ) 41 . % 51 . % 58 . % 31 . % 41 . % 41 . % 41 . % 31 . % (TS.DIAGM) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 RUN NO 1 DISTRICT Denton Tap 11/12/99 CYCLE = 100 SECONDS HORIZONTAL SCALE 1 INCH = 30 SECS (1 inch = 10 characters) VERTICAL SCALE 1 INCH = 1000 FEET (1 inch = 6 lines) INT 2 I Minyard I\\XXXXXXXXXXXXXXXXXXXXXXXXX === \XXXXXXXXXXXXXXXXXXXXXXXXX ===\\XX 92 . 1S I INT 1 I . Sandy L I \\\\\\XXXXXXXXXXXX ====\\\\\\XXXXXXXXXXXX =___ 0 . OS /A/ \B\ 40 MPH 40 MPH 35 SECOND BAND 53 SECOND BAND __= DUAL LEFTS (1+5) XXX DUAL THRUS (2+6) /// LT 5 LEADS (2+5) \\\ LT 1 LEADS (1+6) (COVER) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 - PROGRESSION MODE . **** INPUT DATA SUMMARY **** NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE INTERSECTIONS LENGTH LENGTH INCREMENT 2 75 75 1 MASTER REFERENCE REFERENCE SYSTEMWIDE INTERSECTION INTERSECTION POINT LOST TIME 1 1 BEGIN 4 . 0 A/ooiV' (EMBED.DAT) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 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) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INPUT DATA CONTINUED **** ******************************************************************** **** INTERSECTION 1 Sandy Lake 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) NO OVERLAP DUAL LEFTS (3+7) NO OVERLAP ARTERIAL STREET CROSS STREET PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [6] 4 7 [6] 8 VOLUMES (VPH) 121 835 196 921 181 116 185 275 SAT FLOW RATE (VPHG) 1686 4955 1686 4941 1686 1838 3111 3319 MINIMUM PHASE (SEC) 18 35 18 35 10 12 10 12 (INPUT.DATA) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INPUT DATA CONTINUED **** ******************************************************************** **** INTERSECTION 2 Minyards Dri DISTANCE 1 TO 2 SPEED DISTANCE 2 TO 1 SPEED 465 . FT 40 . MPH 465 . FT 40 . 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 THRUS (4+8) WITH OVERLAP ARTERIAL STREET CROSS STREET PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [1] 4 7 [4] 8 VOLUMES (VPH) 36 1085 173 1051 0 117 69 83 SAT FLOW RATE (VPHG) 1686 4954 1686 4987 1805 1770 1805 1648 MINIMUM PHASE (SEC) 10 20 10 20 0 10 0 10 (ERROR.MSG) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** CODING ERROR MESSAGES **** NO APPARENT CODING ERRORS (ART. SUMY) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST PROGRESSION SOLUTION SUMMARY **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE LENGTH = 75 SECS (MAXIMIN CYCLE = 75 SECS) EFFICIENCY = . 46 (GREAT PROGRESSION) ATTAINABILITY = . 98 (FINE-TUNING NEEDED) BAND A = 34 SECS AVERAGE SPEED = 40 MPH BAND B = 33 SECS AVERAGE SPEED = 40 MPH NOTE: ARTERIAL PROGRESSION EVALUATION CRITERIA EFFICIENCY 0 . 00 - 0 . 12 - "POOR PROGRESSION" 0 . 13 - 0 . 24 - "FAIR PROGRESSION" 0 . 25 - 0 . 36 - "GOOD PROGRESSION" 0 . 37 - 1 . 00 - "GREAT PROGRESSION" ATTAINABILITY 1 . 00 - 0 . 99 - "INCREASE MIN THRU PHASE" 0 . 99 - 0 . 70 - "FINE-TUNING NEEDED" 0 . 69 - 0 . 00 - "MAJOR CHANGES NEEDED" (INT. SUMY) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** INTERSECTION PERFORMANCE SUMMARY **** CYCLE LENGTH = 75 SECS SYSTEM MAXIMIN CYCLE = 75 SECS INT CROSS STREET PHASE MIN. DELAY INTERSECTION AVERAGE DELAY INT NO INTERSECTION ART CRS CYCLE (SECS) V/C RATIO (SECS/VEH) NO 1 Sandy Lake 1 1 75 . 58 17 . 8 1 2 Minyards Dri 1 2 45 . 57 10 . 6 2 NOTE: PHASE SEQUENCE CODE FOR ARTERIAL (ART) CROSS STREET (CRS) 1 - LEFT TURN FIRST OR DUAL LEFTS LEADING OR DUAL LEFTS (1+5) 2 - THROUGH FIRST OR DUAL THRUS LEADING OR DUAL THRUS (2+6) 3 - LEADING GREEN OR NO. 5 LEADING OR LT 5 LEADS (2+5) 4 - LAGGING GREEN OR NO. 1 LEADING OR LT 1 LEADS (1+6) (BEST. SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION. . . . NEMA PHASE DESIGNATION **** *** INT. 1 . 0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Sandy Lake . 0 % OFFSET CROSS ST PHASE SEQ IS DUAL LEFTS (3+7) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 3+7 3+8 4+8 TOTAL PHASE TIME (SECS) 18 . 0 . 0 35 . 0 53 . 0 10 . 0 . 0 12 . 0 22 . 0 PHASE TIME (%) 24 . 0 . 0 46 . 7 70 . 7 13 . 3 . 0 16 . 0 29 . 3 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [6] 4 7 [6] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPP WBTHRU WBLTPP EBTHRU PHASE TIME (SEC) 18 . 0 35 . 0 18 . 0 35 . 0 10 . 0 12 . 0 10 . 0 12 . 0 V/C-RATIO . 22 . 41 . 32 . 45 . 55 . 59 . 39 . 78 LEVEL OF SERVICE A A A A A A A C DELAY (SECS/VEH) 4 .4 11 . 7 6 . 0 16 . 0 24 . 9 36 . 3 22 . 3 41 . 9 LEVEL OF SERVICE A B A B C D C D QUEUE (VEH/LANE) . 9 4 . 0 1 .4 4 . 1 3 . 2 2 .4 1 . 7 3 . 6 STOPS (STOPS/HR) 55 . 353 . 118 . 832 . 163 . 115 . 160 . 287 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 17 . 84 SECS/VEH 32 . 17 GAL/HR 75 SECS (BEST. SOLN) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** BEST SOLUTION CONTINUED. . . . NEMA PHASE DESIGNATION **** *** INT. 2 1 . 7 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5) Minyards Dri 2 . 3 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4+8) ARTERIAL STREET CROSS STREET CONCURRENT PHASES 1+5 1+6 2+6 TOTAL 4+8 3+8 3+7 TOTAL PHASE TIME (SECS) 10 . 0 8 . 0 41 . 1 59 . 1 15 . 9 . 0 . 0 15 . 9 PHASE TIME (%) 13 . 3 10 . 7 54 . 8 78 . 8 21 . 2 . 0 . 0 21 . 2 MEASURES OF EFFECTIVENESS PHASE (NEMA) 5 [6] 6 1 [6] 2 3 [1] 4 7 [4] 8 PHASE DIRECTION SBLTPP NBTHRU NBLTPP SBTHRU EBLTPM WBTHRU WBLTPM EBTHRU PHASE TIME (SEC) 10 . 0 49 . 1 18 . 0 41 . 1 . 0 15 . 9 . 0 15 . 9 V/C-RATIO . 07 . 36 . 30 .43 . 00 .42 . 27 . 34 LEVEL OF SERVICE A A A A A A A DELAY (SECS/VEH) 2 . 9 7 . 7 3 . 3 10 .4 . 0 29 .2 29 . 0 28 . 4 LEVEL OF SERVICE A B A B C C C QUEUE (VEH/LANE) . 2 3 . 3 . 9 4 .2 . 0 2 . 1 1 .2 1 . 6 STOPS (STOPS/HR) 15 . 977 . 90 . 449 . 0 . 108 . 58 . 76 . TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE 10 . 61 SECS/VEH 26 . 53 GAL/HR 45 SECS (ART.MOE) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** TOTAL ARTERIAL SYSTEM PERFORMANCE **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE LENGTH = 75 SECS BAND A = 34 SECS BAND B = 33 SECS AVERAGE PROGRESSION SPEED - BAND A = 40 MPH BAND B = 40 MPH . 46 EFFICIENCY . 98 ATTAINABILITY AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES 14 . 4 SECS/VEH 21 . 7 VEH-HR/HR 5444 . TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE 58 . 69 GAL/HR 3857 . STOPS 75 SECS (PIN.SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE = 75 . SECONDS SPLIT = 1 2 3 . OFFSET = 1 2 3 . DEFAULT (1) : 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% *- [MASTER AND SYSTEM INTERSECTION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 18 . 0 35 . 0 18 . 0 35 . 0 10 . 0 12 . 0 10 . 0 12 . 0 PHASE SPLIT (%) 24 . % 47 . % 24 . % 47 . % 13 . % 16 . % 13 . % 16 . % 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) 18 . 0 . 0 35 . 0 10 . 0 . 0 12 . 0 53 . 0 22 . 0 CYCLE COUNT (SEC) . 0 18 . 0 18 . 0 53 . 0 63 . 0 63 . 0 . 0 53 . 0 CYCLE COUNT ( % ) 0 . % 24 . % 24 . % 71 . % 84 . % 84 . % 0 . % 71 . % (PIN.SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE = 75 . SECONDS SPLIT = 1 2 3 . OFFSET = 1 2 3 . DEFAULT (1) : 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 2 : Minyards Dri COORD PHASE : 0 OFFSET : 1 . 7 SEC : 2 . 3% DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 10 . 0 49 . 1 18 . 0 41 . 1 . 0 15 . 9 . 0 15 . 9 PHASE SPLIT (%) 13 . % 65 . % 24 . % 55 . % 0 . % 21 . % 0 . % 21 . % PHASE REVERSAL -- -- -- -- 4 3 8 7 LEFT TURN LEAD -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+5 1+6 2+6 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 10 . 0 8 . 0 41 . 1 15 . 9 . 0 . 0 59 . 1 15 . 9 CYCLE COUNT (SEC) 1 . 7 11 . 7 19 . 7 60 . 8 1 . 7 1 . 7 1 . 7 60 . 8 CYCLE COUNT ( % ) 2 . % 16 . % 26 . % 81 . % 2 . % 2 . % 2 . % 81 . % (PIN. SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE = 75 . 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 : 57 . 0 SEC : 76 . 0% *- [MASTER AND SYSTEM INTERSECTION] DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 18 . 0 35 . 0 18 . 0 35 . 0 10 . 0 12 . 0 10 . 0 12 . 0 PHASE SPLIT (%) 24 . % 47 . % 24 . % 47 . % 13 . % 16 . % 13 . % 16 . % 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) 18 . 0 . 0 35 . 0 10 . 0 . 0 12 . 0 53 . 0 22 . 0 CYCLE COUNT (SEC) 57 . 0 . 0 . 0 35 . 0 45 . 0 45 . 0 57 . 0 35 . 0 CYCLE COUNT ( % ) 76 . % 0 . % 0 . % 47 . % 60 . % 60 . % 76 . % 47 . % (PIN. SET) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 **** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION **** Dallas Denton Tap DISTRICT 11/12/99 RUN NO. 1 CYCLE = 75 . 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 2 : Minyards Dri COORD PHASE : 2 OFFSET : 1 . 7 SEC : 2 . 3% DUAL-RING PHASE # 5 6 1 2 3 4 7 8 PHASE SPLIT (SEC) 10 . 0 49 . 1 18 . 0 41 . 1 . 0 15 . 9 . 0 15 . 9 PHASE SPLIT (%) 13 . % 65 . % 24 . % 55 . % 0 . % 21 . % 0 . % 21 . % PHASE REVERSAL -- -- -- -- 4 3 8 7 LEFT TURN LEAD -- LEAD -- LAG -- LAG -- CONCURRENT PHASES 1+5 1+6 2+6 4+8 3+8 3+7 MAIN CROSS DURATION (SEC) 10 . 0 8 . 0 41 . 1 15 . 9 . 0 . 0 59 . 1 15 . 9 CYCLE COUNT (SEC) 40 . 7 50 . 7 58 . 7 24 . 8 40 . 7 40 . 7 40 . 7 24 . 8 CYCLE COUNT ( % ) 54 . % 68 . % 78 . % 33 . % 54 . % 54 . % 54 . % 33 . % (TS .DIAGM) TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION PASSER II-90 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 DEC 90 RUN NO 1 DISTRICT Denton Tap 11/12/99 CYCLE = 75 SECONDS HORIZONTAL SCALE 1 INCH = 30 SECS (1 inch = 10 characters) VERTICAL SCALE 1 INCH = 1000 FEET (1 inch = 6 lines) INT 2 I Minyard I===\\\XXXXXXXXXXXXXX ==\\\XXXXXXXXXXXXXX ===\\\XXXXXXXXXXXXXX 1 . 7S I INT 1 I Sandy L I XXXXXXXXXXXX XXXXXXXXXXXX XXXXXXXXXXXX 0 . OS /A/ \B\ 40 MPH 40 MPH 34 SECOND BAND 33 SECOND BAND __= DUAL LEFTS (1+5) XXX DUAL THRUS (2+6) /// LT 5 LEADS (2+5) \\\ LT 1 LEADS (1+6)