ST9602-SY 971218SCHEMATIC DESIGN REPORT
PROJECT #10
TWO INTERSE C TION IMPR 0 VEMENTS
IN THE CITY OF COPPELL ~'
\\\\
DECEMBER, 1997
Prepared By:
Unzicker, Schnurbusch & Assoc., Inc.
Dallas, Texas
SCHEMATIC DESIGN REPORT
PROJECT #10
TWO INTERSE C TION IMPR 0 VEMENTS
IN THE CITY OF COPPELL
DECEMBER, 1997
Prepared By:
Unzicker, Schnurbusch & Assoc., Inc.
Dallas, Texas
Introduction
The purpose of this schematic design report is to present the roadway schematic
improvement plan and to discuss the traffic analysis and design review findings
associated with two intersections located in the City of Coppell. This project provides for
the study, design, and construction of 'exclusive-left' and/or 'exclusive-right' turn lanes
for the purpose of permanently improving intersection capacity and increasing each
intersection's operational efficiency.
The study intersections are listed below:
* Denton Tap at Bethel Road
* Beltline at MacArthur
This report summarizes the following items:
* Existing roadway geometric conditions
* Proposed roadway improvements
* Design related issues associated with proposed improvements
* Preliminary design exceptions for each project
Accompanying this report is:
* Schematic roll drawings of each intersection
SCHEMATIC DESIGN REPORT
FOR
DENTON TAP AT BETHEL
Description of Existing Intersection
Denton Tap Road is a north/south six-lane divided roadway that intersects Bethel Road.
West of Denton Tap, Bethel Road is a two-lane undivided roadway and east of Denton
Tap it is a four-lane divided roadway. Northbound, southbound and westbound legs of
this intersection have 'exclusive-left' turn lanes. Only the northeast and southeast comers
of this intersection have curb-cut ramps that comply with the American Disabilities Act
(ADA). The other intersection comers each have a laydown-curb along the Denton Tap
curb line where a ramp should be situated. Also, brick-paved crosswalks exist along the
north, south and east legs of the intersection.
Description of Proposed Improvements
The proposed improvement is to add a 3.30-meter wide southbound 'exclusive-right' mm
lane. The right-turn lane will be composed of a 45-meter storage length and a 45-meter
transition length. The added roadway width will require the purchase of additional right-
of-way. An existing storm sewer inlet and a traffic signal, both presently situated along
northbound Denton Tap Oust north of the intersection) will require adjustments. A y-
inlet, located at the northwest quadrant of the intersection will also require adjustment to
avoid conflict with the proposed curb. The north, brick-paved crosswalk will need to be
extended through the proposed turn lane, and laydown-curb(s) will be provided where
necessary.
The geometric improyements developed by the design and traffic consultants were tested
to ensure that fuel consumption and intersection delays were reduced and Level of
Service (LOS) was improved. Analysis was based on 1996 turning movement counts and
signal phasing provided by the City of Coppell. The intersection was analyzed as an
isolated intersection using Passer 11-90. The existing conditions and proposed
improvements were evaluated during AM and PM peak periods. A table listing fuel
consumption (gal/hr), intersection delay (sec/vehicle), and LOS, in addition to Passer II-
90 data is included in Appendix A.
The determination of the length of turn lanes and transition was based on the guidelines
for design of left-turn lanes found in the Institute of Transportation Engineers Traffic
Engineering Handbook, 4m Edition (p. 196 & 384). Right turn tapers and storage length
were calculated using the width of proposed lane and the posted speed (adjusted for
deceleration) (T~ =Wi S2/60 where Wi = lane width (~.) and S = speed (mph)).
Documentation for the above calculations can be found in Appendix D. Arrival and
queuing of existing volumes were also calculated and compared with the length based on
speed. It was the belief of the consultant that the more rigorous lane length calculated
under the speed criteria should be used in these designs. For the 'exclusive-right' tum
lane at this intersection to meet present and future demands, a 45-meter transition length
and a 45-meter storage length will be necessary. Any shortening of these lengths would
result in lower speeds on through lanes before entering the mm lane and the possibility of
increased rear-end collisions.
Utility Relocation
Miscellaneous utility adjustments will be required to accommodate the proposed
improvements. Utility adjustments include a signal pole, and two drainage inlets. Some
signs will require adjustment/relocation. No major utility relocations are anticipated.
Right - Of - Way Requirements
Adequate right-of-way is not available to accommodate the proposed improvements
along the north leg of Denton Tap. To minimize right-of-way acquisition cost, and for
the purposes of this preliminary schematic, right-of-way dedications are shown as 2.00
meters parallel to and behind the back of curb or 3.90 meter from the existing right-of-
way in the areas where the pavement will be widened. In addition, an 18.0 square meter
comer-clip will be required.
Per Dallas County letter dated May 13, 1997, a cost of $2.50 per sq. foot or $27.00 per
sq. meter will be used for right-of-way cost. The preliminary right-of-way acquisition
cost is approximately $7,200 for a 265 square meter (0.0265 hectares) dedication as
indicated in the attached roll drawing
Pro_iect Cost
The project costs attached in Appendix B provide a detailed listing of the cost
components of this project. The construction, right-of-way, and TxDOT construction/
administration fees allotted for this intersection are approximately $30,000. However,
preliminary engineer's cost opinion for construction is $50,400 (this includes a
contingency factor of 10% for additional construction items that are yet to be identified at
this level of design completion). Right-of-way is estimated to be $7,200; and TxDOT
construction/administration fees are $6,018. Clearly, the proposed congestion mitigation
improvements can not be completed within the current TIP budget. An additional
$43,159 is needed for intersection improvements (see Appendix C).
A savings of $2,800 could be realized if the 'exclusive-right' turn lane width is reduced to
3.00 meters and the storage length is reduced to 30.00 meters. This, of course, will
negatively impact traffic flow and increase spillback. Even with these design
adjustments, the budget will still have a shortfall of $40,359.
This intersection can not be constructed for the current budget amount of $30,000.
Environmental Issues
This intersection is identified as a Programmatic Categorical Exclusion. This project is
not expected to significantly impact the surrounding land use, population, resources, or
the overall quality of life.
DESIGN CRITERIA
PRELIMINARY SCHEMATIC
Design Item Criteria Source
Design Speed 60 KM/Hr City of Coppell
Through Lane Width 3.3 m AASHTO page 335
Turn Lane Widths 3.0 m AASHTO page 334
Curb Offset 0 m* AASHTO page 349
Intersection Radii 12 m AASHTO page 664 and Table 1X~3
based on W'B- 15
Median Width 0.6 m AASHTO page 783
Median Opening Width 39 m AASHTO page 758 Table 1X-18
* The curb offset was eliminated to minimize the required right-of-way dedications.
4
SCHEMATIC DESIGN REPORT
FOR
BELTLINE ROAD AT MACARTHUR
Description of Existing Intersection
On the west leg of the intersection, Beltline Road is a five-lane divided roadway with
'exclusive-fight' and 'exclusive-left' turn lanes. The east leg is a five-lane divided
roadway with 'exclusive-dual-leW tum lanes. The north leg of MacArthur is a four-lane
divided roadway with an 'exclusive-left' turn lane, a designated 'shared-left / through'
lane between the hours of 6 a.m. and 9 a.m, and a designated 'shared-right / through'
lane. The south leg is a five-lane divided roadway with an 'exclusive-left' .turn lane and a
designated 'shared-right / through' lane. A Dallas Area Rapid Transit (DART) railroad
track crosses the roadway just north of the intersection. The entire intersection is made
up of concrete pavers.
Description of Proposed Intersection
The proposed improvement is to add a 3.00-meter wide southbound left-ram lane just
north of the intersection. The turn lane width was reduced from 3.30 meters to lessen the
impact to the existing MacArthur median. No additional right-of-way will be required
since proposed turn lane will be constructed to the inside and into the existing median.
The proposed left-tum lane will be composed of a 55-meter storage length and a 50-meter
transition length. A railroad advance-warning device will have to be relocated and
rubberized crossing and gate will be extended accordingly. Brick pavers will be extended
through the proposed turn lane. An 'exclusive-right' turn lane along the north leg of the
intersection was considered during the initial analysis; however, present traffic counts do
not warrant such an imi~rovement at this time.
The geometric improvements developed by the design and traffic consultants were tested
to ensure that fuel consumption and intersection delays were reduced and Level of
Service (LOS) was improved. Analysis was based on 1996 tuming movement counts and
signal phasing provided by the City of Coppell. The intersection was analyzed as an
isolated intersection using Passer 11-90. The existing conditions and proposed
improvement were evaluated during AM and PM peak periods. A table listing fuel
consumption (gal/hr), intersection delay (sec/vehicle), and LOS, in addition to Passer II-
90 data is included in Appendix A.
5
The determination of the length of turn lanes and transition was based on the guidelines
for design of left-turn lanes found in the Institute of Trarsportation Engineers Traffic
Engineering Handbook, 4th Edition (p. 196 & 384). Left and right tum tapers and storage
length were calculated using the width of proposed lane and the posted speed (adjusted
for deceleration) (T, =Wi S'/60 where Wi = lane width (ft.) and S = speed (mph)).
Documentation for the above calculations can be found in Appendix D. Arrival and
queuing of existing volumes were also calculated and compared with the length based on
speed. It was the belief of the consultant that the more rigorous lane length calculated
under the speed criteria should be used in these designs. For the 'exclusive-left' turn lane
at this intersection to meet present and future traffic demands, a standard 50-meter
transition length and a 60-meter storage length will be necessary. However, because of
situational constraints a 55-meter storage length will be used.
A long, single, left-turn lane scenario, instead of the dual left-turn lane scenario, was also
considered. However, it was determined to be undesirable and impractical since vehicles
currently stack back approximately 120 m and encroach onto the median opening directly
to the north of this intersection. Moreover, the median on MacArthur is over 6 meters
wide and can easily accommodate an additional lane. The lanes and transition should
'extend to the north and begin at the first median opening north of the intersection for
proper transition and storage. Shortening of the transition and/or storage lanes by 6-8
meters may be mandated by the location of he north median opening but this will not
affect the through lane speeds by more than 3-4 kph.
Furthermore, the intersection was analyzed to determine if a southbound right-tum lane
would improve the operation of this intersection. The analysis showed that during the
AM peak-period, the addition of a fight-ram lane increased the intersection's delay time
and did not improve its level of service (LOS F). During the PM peak-period, however,
the proposed right-turn lane improved the intersection's delay time but did not improve
the overall LOS. The results of the right-turn scenario were then compared to the
proposed left-turn scenario (LOS and intersection delay). It was found that the left-turn
lane scenario would produce the more desirable measure of overall intersection delay.
During the AM peak-period the left-ram improvement showed the greatest decrease in
overall delay taking the intersection from 87.73 sec/vehicle (existing) to 39.85
see/vehicle (SB left tum) as opposed to 88.65 see/vehicle (SB fight turn). During the PM
peak-period the intersection had an intersection delay of 39.59 see/vehicle (existing),
39.21 see/vehicle (fight turn) and 36.77 see/vehicle (left turn). In both time periods, the
construction of a left-turn lane at this intersection will most effectively decrease driver
delay time.
Utility. Relocations
Miscellaneous utility adjustments will be required to accommodate the proposed
improvements. Utility adjustments will also include signal poles, railroad signals and
crossing arms. Some signs will also require adjustment/relocation. No major utility
6
relocations are anticipated but close attention should be paid to a major petroleum line
and a fiber optic cable in the vicinity.
Right-of-Way Requirements
No additional right-of-way will be required to complete the proposed 'exclusive-leR' mm
lane. Improvements will occur along the inside median.
Project Cost
The project costs attached in Appendix B provide a detailed listing of the cost
components of this project. The construction, right-of-way, and TxDOT construction/
administration fees allotted for this intersection are approximately $90,000. Preliminary
engineer's cost opinion for construction is $102,700 (this includes a contingency factor of
10% for additional construction items that are yet to be identified at this level of design
completion). These costs plus $12,262 for the TxDOT construction/administration fee
provide a construction budget shortfall of $50,958 as shown in Appendix C.
Environmental Issues
This intersection is identified as a Programmatic Categorical Exclusion. This project is
not expected to significantly impact the surrounding land use, population, resources, or
the overall quality of life.
7
DESIGN CRITERIA
PRELIMINARY SCHEMATIC
Design Item Criteria Source
Design Speed 60 KM/Hr City of Coppell
Through Lane Width 3.3 m AASHTO page 335
Turn Lane Widths 3.0 m AASHTO page 334
Curb Offset 0 m* AASHTO page 349
Intersection Radii 12 m AASHTO page 664 and Table 1X-3
based on WB-15
Median Width 0.6 m AASHTO page 783
Median Opening Width 39 m AASHTO page 758 Table 1X-18
* The curb offset was eliminated to minimize the required right-of-way dedications.
APPENDIX A
LOS, Fuel Consumption & Intersection Delay
Peak Hour Turning Movements and Volumes
Passer II-90 Runs
THE FOLLOWING IS THE SUMMARY OF PASSER II RUNS
TESTING EXISTING AN PROPOSED IMPROVEMENTS
LOS (GAL/HR) (S, EC/VEHICLE)
Denton Tap & Bethel - AM - Existing B 24.62 14.30
Denton Tap &Bethel- AM - Proposed B 22.34 13.27
Denton Tap & Bethel - PM - Existing B 23.69 16.80
Denton Tap &Bethel- PM - Proposed B 23.14 17.09
Belt line & MacArthur - AM - Existing F 106.29 87.73
Belt line & MacArthur - AM - Proposed RT. F 105.50 88.65
Belt line & MacArthur - AM - Proposed LT. D 57.65 39.85
Belt line & MacArthur- PM - Existing D 52.64 39.59
Belt line & MacArthur - PM - Proposed RT. D 51.44 39.21
Belt line & MacArthur- PM - Proposed LT. D 50.0~ 36,77
LEFTWICH & ASSOCIATES
LEFTWICH & ASSOCIATES
(COVER)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
DT BT EX AM DENTON TAP DISTRICT 11/20/97 RUN NO. 1
- ISOLATED OPERATION.
**** INPUT DATA SUMMARY ****
NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE
INTERSECTIONS LENGTH LENGTH INCREMENT
1 100 100 1
MASTER REFERENCE REFERENCE SYSTEMWIDE
INTERSECTION INTERSECTION POINT LOST TIME
1 1 BEGIN 4.0
(EMBED.DAT)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT:
PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY
IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA:
1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH
B - 19.5 SECS/VEH
ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH
D - 52.0 SECS/VEH
15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH
F - 78.0 SECS/VEH
PERMITTED LEFT TURN MODEL: (6) TTI MODEL
MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5
H = LT Headway (sec) = 2.5
(INPUT.DATA)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** INPUT DATA CONTINUED ****
**** INTERSECTION 1 Bethel Rd.
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 THRUS (4+8)
DUAL THRUS (2+6) WITH OVERLAP NO OVERLAP
LT 5 LEADS (2+5) WITH OVERLAP
LT 1 LEADS (1+6) WITH OVERLAP
ARTERIAL STREET CROSS STREET
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
VOLUMES (VPH) 28 2795 7 585 0 123 0 112
SAT FLOW RATE (VPHG) 1770 5081 1770 5081 0 1863 0 5081
MINIMUM PHASE (SEC) 15 15 15 15 0 12 0 12
(ERROR.MSG)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** CODING ERROR MESSAGES ****
NO APPARENT CODING ERRORS
(BEST.SOLN)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** BEST PROGRESSION SOLUTION SUMMARY
*** INT. 1 47.0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5)
Bethel Rd. 47.0 % 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) 15.1 .0 72.2 87.3 12.7 .0 .0 12.7
PHASE TIME (%) 15.1 .0 72.2 87.3 12.7 .0 .0 12.7
- MEASURES OF EFFECTIVENESS
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
PHASE DIRECTION NBLTPR SBTHRU SBLTPR NBTHRU WBLTPR EBTHRU EBLTPR WBTHRU
PHASE TIME (SEC) 15.1 72.2 15.1 72.2 .0 12.7 .0 12.7
V/C-RATIO .14 .81 .04 .17 .00 .76 .00 .25
LEVEL OF SERVICE A D A A C A
DELAY (SECS/VEH) 40.4 12.6 39.7 5.7 .0 60.6 .0 42.6
LEVEL OF SERVICE D B D A E D
QUEUE (VEH/LANE) .7 9.5 .2 1.8 .0 4.0 .0 1.0
STOPS (STOPS/HR) 23. 2557. 6. 527. 0. 134. 0. 101.
TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE
14.30 SECS/VEH 24.62 GAL/HR 82 SECS
(ART.MOE)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
***+ TOTAL ARTERIAL SYSTEM PERFORMANCE ****
DT BT EX AM DENTON TAP DISTRICT 11/20/97 RUN NO. 1
CYCLE LENGTH = 100 SECS BAND A = 89 SECS BAND B = 89 SECS
AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH
EFFICIENCY AND ATTAINABILITY NOT AVAILABLE
AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES
14.3 SECS/VEH 14.5 VEH-HR/HR 3650.
TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE
24.62 GAL/HR 3348. STOPS 82 SECS
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
DT BT EX AM DENTON TAP DISTRICT 11/20/97 RUN NO. 1
CYCLE = 100. SECONDS SPLIT = 12 3. OFFSET = 12 3.
DEFAULT(l): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN
MAST INT = 1 SYS INT = 1 SYS OFFSET = o0 REF MOVMNT = 0 REF PNT = BEGIN
INTRSC 1: Bethel Rd. COORD PHASE: 0 OFFSET: .0 SEC: 0.%
,-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 15.1 72.2 15.1 72.2 .1 12.7 .1 12.7
PHASE SPLIT (%) 15.% 72.% 15.% 72.% 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) 15.1 .0 72.2 12.7 .0 .0 87.3 12.7
CYCLE COUNT (SEC) .0 15.1 15.1 87.3 .0 .0 .0 87.3
CYCLE COUNT ( % ) 0.% 15.% 15.% 87.% 0.% 0.% 0.% 87.%
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
DT BT EXAM DENTON TAP DISTRICT 11/20/97 RUN NO. 1
CYCLE = 100. SECONDS SPLIT = 12 3. OFFSET = 12 3.
DEFAULT(Z): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2
MAST INT = 1SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN
INTRSC 1: Bethel Rd. COORD PHASE: 2 OFFSET: .0 SEC: 0.%
,-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 15.1 72.2 15.1 72.2 .1 12.7 .1 12.7
PHASE SPLIT (%) 15.% 72.% 15.% 72.% 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) 15.1 .0 72.2 12.7 .0 .0 87.3 12.7
CYCLE COUNT (SEC) 84.9 .0 .0 72.2 84.9 84.9 84.9 72.2
CYCLE COUNT ( % ) 85.% 0.% 0.% 72.% 85.% 85.% 85.% 72.%
(COVER)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
DTBT AM PR DENTON TAP DISTRICT 11/20/97 RUN NO. 1
- ISOLATED OPERATION.
**** INPUT DATA SUMMARY ****
NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE
INTERSECTIONS LENGTH LENGTH INCREMENT
1 100 100 1
MASTER REFERENCE REFERENCE SYSTEMWIDE
INTERSECTION INTERSECTION POINT LOST TIME
1 1 BEGIN 4.0
(EMBED.DAT)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT:
PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY
IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA:
1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH
B - 19.5 SECS/VEH
ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH
D - 52.0 SECS/VEH
15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH
F - 78.0 SECS/VEH
PERMITTED LEFT TURN MODEL: (6) TTI MODEL
MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5
H = LT Headway (sec) = 2.5
(INPUT.DATA)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** INPUT DATA CONTINUED ****
**** INTERSECTION 1 Bethel Rd.
DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED
0. FT O. 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 THRUS (4+8)
DUAL THRUS (2+6) WITH OVERLAP NO OVERLAP
LT 5 LEADS (2+5) WITH OVERLAP
LT 1 LEADS (1+6) WITH OVERLAP
ARTERIAL STREET CROSS STREET
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
VOLUMES (VPH) 28 2560 7 591 0 123 0 112
SAT FLOW RATE (VPHG) 1770 5081 1770 5081 0 1863 0 5081
MINIMUM PHASE (SEC) 15 15 15 15 0 12 0 12
(ERROR.MSG)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** CODING ERROR MESSAGES ****
NO APPARENT CODING ERRORS
(BEST.SOLN)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** BEST PROGRESSION SOLUTION SUMMARY ****
*** INT. 1 47.0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5)
Bethel Rd. 47.0 % 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) 15.1 .0 71.8 86.9 13.1 .0 .0 13.1
PHASE TIME (%) 15.1 .0 71.8 86.9 13.1 .0 .0 13.1
-- MEASURES OF EFFECTIVENESS -
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
PHASE DIRECTION NBLTPR SBTHRU SBLTPR NBTHRU WBLTPR EBTHRU EBLTPR WBTHRU
PHASE TIME (SEC) 15.1- 71.8 15.1 71.8 .0 13.1 .0 13.1
V/C-RATIO .14 .74 .04 .17 .00 .73 .00 .24
LEVEL OF SERVICE A C A A C A
DELAY (SECS/VEH) 40.4 11.3 39.6 5.9 .0 56.7 .0 42.2
LEVEL OF SERVICE D B D A E D
QUEUE (VEH/LANE) .7 8.5 .2 1.9 .0 3.8 .0 1.0
STOPS (STOPS/HR) 23. 2328. 6. 532. 0. 130. 0. 101.
TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE
13.27 SECS/VEH 22.34 GAL/HR 74 SECS
(ART.MOE)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** TOTAL ARTERIAL SYSTEM PERFORMANCE ****
DTBT AM PR DENTON TAP DISTRICT 11/20/97 RUN NO. 1
CYCLE LENGTH = 100 SECS BAND A = 89 SECS BAND B = 89 SECS
AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH
EFFICIENCY AND ATTAINABILITY NOT AVAILABLE
AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES
13.3 SECS/VEH 12.6 VEH-HR/HR 3421.
TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE
22.34 GAL/HR 3121. STOPS 74 SECS
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
DTBT AM PR DENTON TAP DISTRICT 11/20/97 RUN NO. 1
CYCLE = 100. 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: Bethel Rd. COORD PHASE: 0 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 15.1 71.8 15.1 71.8 .1 13.1 .1 13.1
PHASE SPLIT (%) 15.% 72.% 15.% 72.% 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) 15.1 .0 71.8 13.1 .0 .0 86.9 13.1
CYCLE COUNT(SEC) .0 15.1 15.1 86.9 .0 .0 .0 86.9
CYCLE COUNT ( % ) 0.% 15.% 15.% 87.% 0.% 0.% 0.% 87.%
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
DTBT AM PR DENTON TAP DISTRICT 11/20/97 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: Bethel Rd. COORD PHASE: 2 OFFSET: .0 SEC: 0.%
,-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 15.1 71.8 15.1 71.8 .1 13.1 .1 13.1
PHASE SPLIT (%) 15.% 72.% 15.% 72.% 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) 15.1 .0 71.8 13.1 .0 .0 86.9 13.1
CYCLE COUNT (SEC) 84.9 .0 .0 71.8 84.9 84.9 84.9 71.8
CYCLE,COUNT ( % ) 85.% 0.% 0.% 72.% 85.% 85.% 85.% 72.%
(COVER)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
DTBT EX PM DENTON TAP DISTRICT 11/20/97 RUN NO. 1
- ISOLATED OPERATION.
**** INPUT DATA SUMMARY ****
NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE
INTERSECTIONS LENGTH LENGTH INCREMENT
1 100 100 1
MASTER REFERENCE REFERENCE SYSTEMWIDE
INTERSECTION INTERSECTION POINT LOST TIME
1 1 BEGIN 4.0
(EMBED.DAT)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT:
PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY
IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA:
1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH
B - 19.5 SECS/VEH
ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH
D - 52.0 SECS/VEH
15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH
F - 78.0 SECS/VEH
PERMITTED LEFT TURN MODEL: (6) TTI MODEL
MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5
H = LT Headway (sec) = 2.5
(INPUT.DATA)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** INPUT DATA CONTINUED
**** INTERSECTION 1 Bethel Rd.
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 THRUS (4+8)
DUAL THRUS (2+6) WITH OVERLAP NO OVERLAP
LT 5 LEADS (2+5) WITH OVERLAP
LT 1 LEADS (1+6) WITH OVERLAP
ARTERIAL STREET CROSS STREET
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
VOLUMES (VPH) 73 713 31 2162 0 222 0 52
SAT FLOW RATE (VPHG) 1770 5081 1770 5081 0 1863 0 5081
MINIMUM PHASE (SEC) 15 15 15 15 0 12 0 12
(ERROR.MSG)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** CODING ERROR MESSAGES ****
NO APPARENT CODING ERRORS
(BEST.SOLN)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** BEST PROGRESSION SOLUTION SUMMARY ****
*** INT. 1 47.0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5)
Bethel Rd. 47.0 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4+8)
ARTERIAL STREET CROSS STREET
CONCURRENT PHASES 1+5 2+5 2+6 TOTAL 4+8 3+8 3+7 TOTAL
PHASE TIME (SECS) 15.1 5.6 59.7 80.4 19.6 .0 .0 19.6
PHASE TIME (%) 15.1 5.6 59.7 80.4 19.6 .0 .0 19.6
.... MEASURES OF EFFECTIVENESS ---
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
PHASE DIRECTION NBLTPR SBTHRU SBLTPR NBTHRU WBLTPR EBTHRU EBLTPR WBTHRU
PHASE TIME (SEC) 20.7 59.7 15.1 65.3 .0 19.6 .0 19.6
V/C-RATIO .25 .25 .16 .69 .00 .77 .00 .07
LEVEL OF SERVICE A A A B C A
DELAY (SECS/VEH) 36.4 11.4 40.3 13.6 .0 50.5 .0 35.9
LEVEL OF SERVICE D B D B D D
QUEUE (VEH/LANE) 1.7 3.1 .8 8.5 .0 6.2 .0 .4
STOPS (STOPS/HR) 58. 642. 26. 1962. 0. 226. 0. 47.
TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE
16.80 SECS/VEH 23.69 GAL/HR 68 SECS
(ART.MOE)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** TOTAL ARTERIAL SYSTEM PERFORMANCE ****
DTBT EX PM DENTON TAP DISTRICT 11/20/97 RUN NO. 1
CYCLE LENGTH = 100 SECS BAND A = 82 SECS BAND B = 82 SECS
AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH
EFFICIENCY AND ATTAINABILITY NOT AVAILABLE
AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES
16.8 SECS/VEH 15.2 VEH-HR/HR 3253.
TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE
23.69 GAL/HR 2961. STOPS 68 SECS
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
DTBT EX PM DENTON TAP DISTRICT 11/20/97 RUN NO. 1
CYCLE = 100. SECONDS SPLIT = 12 3. OFFSET = 12 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: Bethel Rd. COORD PHASE: 0 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 20.7 59.7 15.1 65.3 .1 19.6 .1 19.6
PHASE SPLIT (%) 21.% 60.% 15.% 65.% 0.% 20.% 0.% 20.%
PHASE REVERSAL ........ 4 3 8 7
LEFT TURN LEAD -- LEAD -- LAG -- LAG --
CONCURRENT PHASES 1+5 2+5 2+6 4+8 3+8 3+7 MAIN CROSS
DURATION (SEC) 15.1 5.6 59.7 19.6 .0 .0 80.4 19.6
CYCLE COUNT (SEC) .0 15.1 20.7 80.4 .0 .0 .0 80.4
CYCLE COUNT ( % ) 0.% 15.% 21.% 80.% 0.% 0.% 0.% 80.%
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
DTBT EX PM DENTON TAP DISTRICT 11/20/97 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: Bethel Rd. COORD PHASE: 2 OFFSET: 100.0 SEC: 100.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 20.7 59.7 15.1 65.3 .1 19.6 .1 19.6
PHASE SPLIT (%) 21.% 60.% 15.% 65.% 0.% 20.% 0.% 20.%
PHASE REVERSAL -- ...... 4 3 8 7
LEFT TURN LEAD -- LEAD -- LAG -- LAG --
CONCURRENT PHASES 1+5 2+5 2+6 4+8 3+8 3+7 MAIN CROSS
DURATION (SEC) 15.1 5.6 59.7 19.6 .0 .0 80.4 19.6
CYCLE COUNT (SEC) 84.9 100.0 5.6 65.3 84.9 84.9 84.9 65.3
CYCLE COUNT ( % ) 85.% 100.% 6.% 65.% 85.% 85.% 85.% 65.%
(COVER)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
DTBT PM PR DENTON TAP DISTRICT 11/20/97 RUN NO. 1
- ISOLATED OPERATION.
**** INPUT DATA SUMMARY ****
NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE
INTERSECTIONS LENGTH LENGTH INCREMENT
1 100 100 1
MASTER 'REFERENCE REFERENCE SYSTEMWIDE
INTERSECTION INTERSECTION POINT LOST TIME
1 1 BEGIN 4.0
(EMBED.DAT)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT:
PRETIMED OPERATION 2.0 VEHICLES TOTAL DELAY
IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA:
1900 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH
B - 19.5 SECS/VEH
ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH
D - 52.0 SECS/VEH
15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH
F - 78.0 SECS/VEH
PERMITTED LEFT TURN MODEL: (6) TTI MODEL
MODEL COEFFICIENTS: 'VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5
H = LT Headway (sec) = 2.5
(INPUT.DATA)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
***, INPUT DATA CONTINUED ****
**** INTERSECTION 1 Bethel Rd.
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 THRUS (4+8)
DUAL THRUS (2+6) WITH OVERLAP NO OVERLAP
LT 5 LEADS (2+5) WITH OVERLAP
LT 1 LEADS (1+6) WITH OVERLAP
ARTERIAL STREET CROSS STREET
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
VOLUMES (VPH) 73 609 31 2162 0 222 0 52
SAT FLOW RATE (VPHG) 1770 5081 1770 5081 0 1863 0 5081
MINIMUM PHASE (SEC) 15 15 15 15 0 12 0 12
(ERROR.MSG)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** CODING ERROR MESSAGES ****
NO APPARENT CODING ERRORS
(BEST.SOLN)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**,* BEST PROGRESSION SOLUTION SUMMARY +*++
*** INT. 1 47.0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5)
Bethel Rd. 47.0 % OFFSET CROSS ST PHASE SEQ IS DUAL THRUS (4+8)
ARTERIAL STREET CROSS STREET
CONCURRENT PHASES 1+5 2+5 2+6 TOTAL 4+8 3+8 3+7 TOTAL
PHASE TIME (SECS) 15.1 7.7 57.6 80.4 19.6 .0 .0 19.6
PHASE TIME (%) 15.1 7.7 57.6 80.4 19.6 .0 .0 19.6
--- MEASURES OF EFFECTIVENESS
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
PHASE DIRECTION NBLTPR SBTHRU SBLTPR NBTHRU WBLTPR EBTHRU EBLTPR WBTHRU
PHASE TIME (SEC) 22.8 57.6 15.1 65.3 .0 19.6 .0 19.6
V/C-RATIO .22 .22 .16 .69 .00 .77 .00 .07
LEVEL OF SERVICE A A A B C A
DELAY (SECS/VEH) 34.6 12.2 40.3 13.6 .0 50.5 .0 35.9
LEVEL OF SERVICE D B D B D D
QUEUE (VEH/LANE) 1.7 2.8 .8 8.5 .0 6.2 .0 .4
STOPS (STOPS/HR) 56. 548. 26. 1962. 0. 226. 0. 47.
TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE
17.09 SECS/VEH 23.14 GAL/HR 68 SECS
(ART.MOE)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** TOTAL ARTERIAL SYSTEM PERFORMANCE ****
DTBT PM PR DENTON TAP DISTRICT 11/20/97 RUN NO. 1
CYCLE LENGTH = 100 SECS BAND A = 82 SECS BAND B = 82 SECS
AVERAGE PROGRESSION SPEED - BAND A = 0 MPH BAND B = 0 MPH
EFFICIENCY AND ATTAINABILITY NOT AVAILABLE
AVERAGE INTERSECTION DELAY TOTAL SYSTEM DELAY TOTAL NUMBER VEHICLES
17.1SECS/VEH 14.9 VEH-HR/HR 3149.
TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE
23.14 GAL/HR 2865. STOPS 68 SECS
(PIN.SET)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
DTBT PM PR DENTON TAP DISTRICT 11/20/97 RUN NO. 1
CYCLE = 100. 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 = 1SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN
INTRSC 1: Bethel Rd. COORD PHASE: 0 OFFSET: .0 SEC: 0.%
,-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4. 7 8
PHASE SPLIT (SEC) 22.8 57.6 15.1 65.3 .1 19.6 .1. 19.6
PHASE SPLIT (%) 23.% 58.% 15.% 65.% 0.% 20.% 0.% 20.%
PHASE REVERSAL ........ 4 3 8 7
LEFT TURN LEAD -- LEAD -- LAG -- LAG --
CONCURRENT PHASES 1+5 2+5 2+6 4+8 3+8 3+7 MAIN CROSS
DURATION (SEC) 15.1 7.7 57.6 19.6 .0 .0 80.4 19.6
CYCLE COUNT (SEC) .0 15.1 22.8 80.4 .0 .0 .0 80.4
CYCLE COUNT ( % ) 0.% 15.% 23.% 80.% 0.% 0.% 0.% 80.%
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING ~OLUTION ****
DTBT PM PR DENTON TAP DISTRICT 11/20/97 RUN NO. 1
CYCLE = 100. SECONDS SPLIT = 12 3. OFFSET = 12 3.
DEFAULT(2): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2
MAST INT = 1SYS INT = 1SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN
INTRSC 1: Bethel Rd. COORD PHASE: 2 OFFSET: .0 SEC: 0.%
,-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 22.8 57.6 15.1 65.3 .1 19.6 .1 19.6
PHASE SPLIT (%) 23.% 58.% 15.% 65.% 0.% 20.% 0.% 20.%
PHASE REVERSAL ........ 4 3 8 7
LEFT TURN LEAD -- LEAD -- LAG -- LAG --
CONCURRENT PHASES 1+5 2+5 2+6 4+8 3+8 3+7 MAIN CROSS
DURATION (SEC) 15.1 7.7 57.6 19.6 .0 .0 80.4 19.6
CYCLE COUNT (SEC) 84.9 .0 7.7 65.3 84.9 84.9 84.9 65.3
CYCLE COUNT ( % ) 85.% 0.% 8.% 65.% 85.% 85.% 85.% 65.%
(COVER)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
COPPELL BELT LINE DISTRICT 11/19/97 RUN NO. 1
- ISOLATED OPERATION.
**** INPUT DATA SUMMARY ****
NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE
INTERSECTIONS LENGTH LENGTH INCREMENT
1 115 115 1
MASTER REFERENCE REFERENCE SYSTEMWIDE
INTERSECTION INTERSECTION POINT LOST TIME
1 I BEGIN 4.0
( EMBED. DAT )
PASSER 11-90
DECEMBER 93 MULTI PHASE ARTERIAL PROGRESSION PROGI~ VERSION 2.0
TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT:
ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY
IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA:
1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH
B - 19.5 SECS/VEH
ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH
D - 52.0 SECS/VEH
15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH
F - 78.0 SECS/VEH
PERMITTED LEFT TURN MODEL: ( 6 ) TTI MODEL
MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec)= 4.5
H = LT Headway (sec) = 2.5
(INPUT.DATA)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** INPUT DATA CONTINUED ****
**** INTERSECTION I MACARTHUR
DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED
0. FT 0. MPH 0. FT 0. MPH
A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE
0 SECS 0 SECS
ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE
DUAL LEFTS (1+5) WITH OVERLAP DUAL LEFTS (3+7)
WITH OVERLAP
ARTERIAL STREET CROSS STREET
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
VOLUMES (VPH) 160 992 43 276 815 839 180 1012
SAT FLOW RATE (VPHG) 1779 5108 1779 3567 1779 3567 1779 3567
MINIMUM PHASE (SEC) 12 18 12 21 10 16 8 16
(ERROR.MSG)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** CODING ERROR MESSAGES ****
NO APPARENT CODING ERRORS
(BEST.SOLN)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** BEST PROGRESSION SOLUTION SUMMARY ****
*** INT. I .0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5)
MACARTHUR .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 3+8 4+8 TOTAL
PHASE TIME (SECS) 12.0 1.9 25.0 38.9 22.2 26.4 27.5 76.1
PHASE TIME (%) 10.4 1.7 21.7 33.8 19.3 23.0 23.9- 66.2
MEASURES OF EFFECTIVENESS .....
PHASE (NEMA) 515] 6 115] 2 3[5] 4 7[S] 8
PHASE DIRECTION WBLTPR EBTHRU EBLTPR WBTHRU SBLTPR NBTHRU NBLTPR SBTHRU
PHASE TIME (SEC) 13.9 25.0 12.0 26.9 48.6 27.5 22.2 53.9
V/C-RATIO 1.05 1.06 .35 .39 1.18 1.15 .64 .65
LEVEL OF SERVICE F F A A F F B B
DELAY (SECS/VEH) 124.2 85.3 44.1 34.2 147.8 133.4 42.2 22.6
LEVEL OF SERVICE F F D D F F D C
QUEUE (VEH/LANE) 11.3 17.1 1.3 3°6 58.8 29.1 5.3 9.5
STOPS (STOPS/HR) 239. 1231. 38. 250. 1353. 1295. 160. 920.
TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE
87.73 SECS/VEH 106.29 GAL/HR > 120 SECS
(ART.MOE)
PASSER I1-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** TOTAL ARTERIAL SYSTEM PERFORMANCE ****
COPPELL BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE LENGTH = 115 SECS BAND A = 40 SECS BAND B = 40 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
87.7 SECS/VEH 105.2 VEH-HR/HR 4317.
TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE
106.29 GAL/HR 5486. STOPS > 120 SECS
(PIN.SET)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
COPPELL BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE = 115. SECONDS SPLIT = I 2 3. OFFSET = i 2 3.
DEFAULT(I) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN
MAST INT = I SYS INT = I SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN
INTRSC I: MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 13.9 25.0 12.0 26.9 48.6 27.5 22.2 53.9
PHASE SPLIT (%) 12.% 22.% 10.% 23.% 42.% 24.% 19.% 47.%
PHASE REVERSAL ................
LEFT TURN LEAD -- LEAD -- LEAD -- LEAD --
CONCURRENT PHASES 1+5 2+5 2+6 3+7 3+8 4+8 MAIN CROSS
DURATION (SEC) 12.0 1.9 25.0 22.2 26.4 27.5 38.9 76.1
CYCLE COUNT (SEC) .0 12.0 13.9 38.9 61.1 87.5 .0 38.9
CYCLE COUNT ( % ) 0.% 10.% 12.% 34.% 53.% 76.% 0.% 34.%
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST'SIGNAL TIMING SOLUTION ****
COPPELL BELT LINE DISTRICT 11/19/97 RUN NO.
CYCLE = 115. SECONDS SPLIT = I 2 3. OFFSET = 1 2 3.
DEFAULT(2) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2
MAST INT = 1 SYS INT = I SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN
INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 13.9 25.0 12.0 26.9 48.6 27.5 22.2 53.9
PHASE SPLIT (%) 12.% 22.% 10.% 23.% 42.% 24.% 19.% 47.%
PHASE REVERSAL ................
LEFT TURN LEAD -- LEAD -- LEAD -- LEAD --
CONCURRENT PHASES 1+5 2+5 2+6 3+7 3+8 4+8 MAIN CROSS
DURATION (SEC) 12.0 1.9 25.0 22.2 26.4 27.5 38.9 76.1
CYCLE COUNT (SEC) 103.0 .0 1.9 26.9 49.1 75.5 103.0 26.9
CYCLE COUNT ( % ) 90.% 0.% 2.% 23.% 43.% 66.% 90.% 23.%
(COVER)
PASSER 11-90
DECEMBER 93 MULTIPI-IASE ARTERIAL PROGRESSION PROGI:U~d~I VERSION 2.0
AM PR RT BELT LINE DISTRICT 11/19/97 RUN NO. 1
- ISOLATED OPERATION.
**** INPUT DATA SUMMARY ****
NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE
INTERSECTIONS LENGTH LENGTH INCREMENT
1 115 115 1
MASTER REFERENCE REFERENCE SYSTEMWIDE
INTERSECTION INTERSECTION POINT LOST TIME
1 1 BEGIN 4.0
(EMBED.DAT)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT:
ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY
IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA:
1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH
B - 19.5 SECS/VEH
ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH
D - 52.0 SECS/VEH
15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH
F - 78.0 SECS/VEH
PERMITTED LEFT TURN MODEL: (6) TTI MODEL
MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750
T = LT Critical Gap (sec)= 4.5
H = LT Headway (sec)= 2.5
(INPUT.DATA)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** INPUT DATA CONTINUED ****
**** INTERSECTION 1 MACARTHUR
DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED
0. FT 0. MPH 0. FT 0. MPH
A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE
0 SECS 0 SECS
ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE
DUAL LEFTS (1+5) WITH OVERLAP DUAL LEFTS (3+7)
WITH OVERLAP
ARTERIAL STREET CROSS STREET
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
VOLUMES (VPH) 160 992 43 276 815 839 180 946
SAT FLOW RATE (VPHG) 1779 5108 1779 3567 1779 3567 1779 3567
MINIMUM PHASE (SEC) 12 18 12 21 10 16 8 16
(ERROR.MSG)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** CODING ERROR MESSAGES ****
NO APPARENT CODING ERRORS
(BEST.SOLN)
FASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** BEST PROGRESSION SOLUTION SUMMARY ****
*** INT. I .0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5)
MACARTHUR .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 3+8 4+8 TOTAL
PHASE TIME (SECS) 12.0 1.9 25.0 38.9 23.1 25.5 27.5 76.1
PHASE TIME (%) 10.4 1.7 21.7 33.8 20.1 22.2 23.9 66.2
MEASURES OF EFFECTIVENESS
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
PHASE DIRECTION WBLTPR EBTHRU EBLTPR WBTHRU SBLTPR NBTHRU NBLTPR SBTHRU
PHASE TIME (SEC) 13.9 25.0 12.0 26.9 48.6 27.5 23.1 53.0
V/C-RATIO 1.05 1.06 .35 .39 1.18 1.15 .61 .62
LEVEL OF SERVICE F F A A F F B B
DELAY (SECS/VEH) 124.2 85.3 44.1 34.2 147.8 133.4 40.7 22.5
LEVEL OF SERVICE F F D D F F D C
QUEUE (VEH/LANE) 11.3 17.1 1.3 3.6 58.8 29.1 5.2 9.0
STOPS (STOPS/HR) 239. 1231. 38. 250. 1353. 1295. 157. 859.
TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE
88.65 SECS/VEH 105.50 GAL/HR >'120 SECS
(ART.HOE)
PASSER I1-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** TOTAL ARTERIAL SYSTEM PERFORMANCE ****
AM PR RT BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE LENGTH = 115 SECS BAND A = 40 SECS BAND B = 40 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
88.7 SECS/VEH 104.7 VEH-HR/HR 4251.
TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE
105.50 GAL/HR 5422. STOPS > 120 SECS
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGR~ VERSION 2.0
**** SUMMARY OF PASSER 11-90 BEST SIGNAL TIMING SOLUTION ****
2md4 PR RT BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3.
DEFAULT(l): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN
MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN
INTRSC 1: MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 19.9 25.0 12.0 26.9 48.6 27.5 23.1 53.0
PHASE SPLIT ( % ) 12. % 22. % 10. % 23. % 42. % 24. % 20. % 46. %
PHASE REVERSAL ................
LEFT TURN LEAD -- LEAD -- LEAD -- LEAD --
CONCURRENT PHASES 1+5 2+5 2+6 3+7 3+8 4+8 MAIN CROSS
DURATION (SEC) 12.0 1.9 25.0 23.1 25.5 27.5 38.9 76.1
CYCLE COUNT (SEC) .0 12.0 13.9 38.9 62.0 87.5 .0 38.9
CYCLE COUNT ( % ) 0.% 10.% 12.% 34.% 54.% 76.% 0.%' 34.%
(PIN.SET)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
AM PR RT BELT LINE DISTRICT 11/19/97 RUN NO
CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3.
DEFAULT(2): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2
MAST INT = 1 SYS INT = 1SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN
INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 13.9 25.0 12.0 26.9 48.6 27.5 23.1 53.0
PHASE SPLIT (%) 12.% 22.% 10.% 23.% 42.% 24.% 20.% 46.%
PHASE REVERSAL ................
LEFT TURN LEAD -- LEAD -- LEAD -- LEAD' --
CONCURRENT PHASES 1+5 2+5 2+6 3+7 3+8 4+8 MAIN CROSS
DURATION (SEC) 12.0 1.9 25.0 23.1 25.5 27.5 38.9 76.1
CYCLE COUNT (SEC) 103.0 .0 1.9 26.9 50.0 75.5 103.0 26.9
CYCLE COUNT ( % ) 90.% 0.% 2.% 23.% 43.% 66.% 90.% 23.%
(COVER)
PASSER II-90
DECEMBER 93 PfULTIPHASE ARTERIAL PROGRESSION PROGRAN VERSION 2.0
~4 PROP LT BELT LINE DISTRICT 11/19/97 RUN NO. 1
- ISOLATED OPERATION.
**** INPUT DATA SUMMARY ****
NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE
INTERSECTIONS LENGTH LENGTH INCREMENT
1 115 115 1
MASTER REFERENCE REFERENCE SYSTEMWIDE
INTERSECTION INTERSECTION POINT LOST TIME
I I BEGIN 4.0
(EMBED.DAT)
PASSER I1-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT:
ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY
IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA:
1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH
B - 19.5 SECS/VEH
ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH
D - 52.0 SECS/VEH
15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH
F - 78.0 SECS/VEH
PERMITTED LEFT TURN MODEL: (6) TTI MODEL
MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5
H = LT Headway (sec)= 2.5
(INPUT.DATA)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** INPUT DATA CONTINUED ****
**** INTERSECTION 1 MACARTHUR
DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED
0. FT 0. MPH 0. FT 0. MPH
A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE
0 SECS 0 SECS
ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE
DUAL LEFTS (1+5) WITH OVERLAP DUAL LEFTS (3+7)
WITH OVERLAP
ARTERIAL STREET CROSS STREET
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
VOLUMES (VPH) 160 992 43 276 815 839 180 1012
SAT FLOW HATE (VPHG) 1779 5108 1779 3567 3282 3567 1779 3567
MINIMUM PHASE (SEC) 12 18 12 21 10 16 8 16
(ERROR.MSG)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** CODING ERROR MESSAGES ****
NO APPARENT CODING ERRORS
(BEST.SOLN)
PASSER IX-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** BEST PROGRESSION SOLUTION SUMMARY ****
*** INT. 1 .0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5)
MACARTHUR .0 % OFFSET CROSS ST PHASE SEQ IS DUAL LEFTS (3+7)
ARTERIAL STREET CROSS STREET
CONCURRENT PHASES 1+5 2+5 2+6 TOTAL 3+7 3+8 4+8 TOTAL
PHASE TIME (SECS) 13.1 2.7 29.1 44.9 20.6 15.1 34.4 70.1
PHASE TIME (%) 11.4 2.3 25.3 39.0 17.9 13.1 29.9 61.0
MEASURES OF EFFECTIVENESS
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
PHASE DIRECTION WBLTPR EBTHRU EBLTPR WBTHRU SBLTPR NBTHRU NBLTPR SBTHRU
PHASE TIME (SEC) 15.8 29.1 13.1 31.8 35.7 34.4 20.6 49.5
V/C-RATIO .88 .89 .31 .32 .90 .89 .70 .72
LEVEL OF SERVICE E E A A E E C C
DELAY (SECS/VEH) 70.2 44.3 42.9 30.5 43.7 43.0 46.1 26.3
LEVEL OF SERVICE E D D C D D D C
QUEUE (VEH/LANE) 7.0 10.1 1.3 3.4 12.7 11.9 5.6 10.3
STOPS (STOPS/HR) 181. 956. 37. 249. 775. 817. 167. 926.
TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE
39.85 SECS/VEH 57.65 GAL/HR > 120 SECS
(ART.MOE)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** TOTAL ARTERIAL SYSTEM PERFORMANCE ****
AM PROP LT BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE LENGTH = 115 SECS BAND A = 46 SECS BAND B = 46 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
39.8 SECS/VEH 47.8 VEH-HR/HR 4317.
TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE
57.65 GAL/HR 4109. STOPS > 120 SECS
(PIN.SET)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
AM PROP LT BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE = 115. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3.
DEFAULT(l): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN
MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN
INTRSC 1: MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 15.8 29.1 13.1 31.8 35.7 34.4 20.6 49.5
PHASE SPLIT (%) 14.% 25.% 11.% 28.% 31.% 30:% 18.% 43.%
PHASE REVERSAL ................
LEFT TURN LEAD -- LEAD -- LEAD -- LEAD --
CONCURRENT PHASES 1+5 2+5 2+6 3+7 3+8 4+8 MAIN CROSS
DURATION (SEC) 13.1 2.7 29.1 20.6 15.1 34.4 44.9 70.1
CYCLE COUNT (SEC) .0 13.1 15.8 44.9 65.5 80.6 .0 44.9
CYCLE COUNT ( % ) 0.% 11.% 14.% 39.% 57.% 70.% 0.% 39.%
(PIN.SET)
PASSER I1-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
AM PROP LT BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE = 115. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3.
DEFAULT(2): SAME MASTER a SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2
MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN
INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: .0 SEC: 0.%
,-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 15.8 29.1 13.1 31.8 35.7 34.4 20.6 49.5
PHASE SPLIT (%) 14.% 25.% 11.% 28.% 31.% 30.% 18.% 43.%
PHASE REVERSAL ................
LEFT TURN LEAD -- LEAD -- LEAD -- LEAD --
CONCURRENT PHASES 1+5 2+5 2+6 3+7 3+8 4+8 MAIN CROSS
DURATION (SEC) 13.1 2.7 29.1 20.6 15.1 34.4 44.9 70.1
CYCLE COUNT (SEC) 101.9 .0 2.7 31.8 52.4 67.5 101.9 31.8
CYCLE COUNT ( % ) 89.% 0.% 2.% 28.% 46.% 59.% 89.% 28.%
(COVER)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
PM EXIST BELT LINE DISTRICT 11/19/97 RUN NO. 1
- ISOLATED OPERATION.
**** INPUT DATA SUMMARY ****
NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE
INTERSECTIONS LENGTH LENGTH INCREMENT
i 115 115 I
MASTER REFERENCE REFERENCE SYSTEMWIDE
INTERSECTION INTERSECTION POINT LOST TIME
1 I BEGIN 4.0
(EMBED.DAT)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT:
ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY
IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA:
1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH
B - 19.5 SECS/VEH
ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH
D - 52.0 SECS/VEH
15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH
F - 78.0 SECS/VEH
PERMITTED LEFT TURN MODEL: (6) TTI MODEL
MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec)= 4.5
H = LT Headway (sec)= 2.5
(INPUT.DATA)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAN VERSION 2.0
**** INPUT DATA CONTINUED ****
**** INTERSECTION I MACARTHUR
DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED
0. FT 0. MPH 0. FT 0. MPH
A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE
0 SECS 0 SECS
ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE
DUAL LEFTS (1+5) WITH OVERLAP DUAL LEFTS (3+7)
WITH OVERLAP
ARTERIAL STREET CROSS STREET
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
VOLES (VPH) 356 395 101 709 155 1333 485 458
SAT FLOW RATE (VPHG) 1779 5108 1779 3567 1779 3567 1779 3567
MINIMUM PHASE (SEC) 12 18 12 21 10 16 8 16
(ERROR.MSG)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** CODING ERROR MESSAGES ****
NO APPARENT CODING ERRORS
(BEST.SOLN)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** BEST PROGRESSION SOLUTION SUMMARY ****
*** INT. I .0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5)
MACARTHUR .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) 13.3 16.8 18.0 48.1 15.5 28.2 23.2 66.9
PHASE TIME (%) 11.6 14.6 15.7 41.8 13.5 24.5 20.2 58.2
MEASURES OF EFFECTIVENESS
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
PHASE DIRECTION WBLTPR EBTHRU EBLTPR WBTHRU SBLTPR NBTHRU NBLTPR SBTHRU
PHASE TIME (SEC) 30.-1 18.0 13.3 34.8 15.5 51.4 43.7 23.2
V/C-RATIO .88 .64 .71 .74 .88 .91 .79 .77
LEVEL OF SERVICE E B C C E E C C
DELAY (SECS/VEH) 52.0 42.5 54.5 35.1 70.2 33.7 34.1 43.6
LEVEL OF SERVICE E D E D E D D D
QUEUE (VEH/LANE) 11.9 4.1 3.6 8.9 6.8 15.1 11.7 6.8
STOPS (STOPS/HR) 359. 364. 101. 656. 175. 1277. 419. 434.
TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE
39.59 SECS/VEH 52.64 GAL/HR 112 SECS
(ART.MOE)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** TOTAL ARTERIAL SYSTEM PERFORMANCE ****
PM EXIST BELT LINE DISTRICT 11/19/97 RUN NO.
CYCLE LENGTH = 115 SECS BAND A = 49 SECS BAND B = 49 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
39.6 SECS/VEH 43.9 VEH-HR/HR 3992.
TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE
52.64 GAL/HR 3784. STOPS 112 SECS
(PIN.SET)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
PM EXIST BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE = 115. 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: MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 30.1 18.0 13.3 34.8 15.5 51.4 43.7 23.2
PHASE SPLIT (%) 26.% 16.% 12.% 30.% 13.% 45.% 38.% 20.%
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) 13.3 16.8 18.0 15.5 28.2 23.2 48.1 66.9
CYCLE COUNT (SEC) .0 13.3 30.1 48.1 63.6 91.8 .0 48.1
CYCLE COUNT ( % ) 0.% 12.% 26.% 42.% 55.% 80.% 0.% 42.%
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
PM EXIST BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE = 115. SECONDS SPLIT = 1 2 3. OFFSET = I 2 3.
DEFAULT(Z): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2
MAST INT = 1 SYS INT = 1SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN
INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 30.1 18.0 13.3 34.8 15.5 51.4 43.7 23.2
PHASE SPLIT (%) 26.% 16.% 12.% 30.% 13.% 45.% 38.% 20.%
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) 13.3 16.8 18.0 15.5 28.2 23.2 48.1 66.9
CYCLE COUNT (SEC) 101.7 .0 16.8 34.8 50.3 78.5 101.7 34.8
CYCLE COUNT ( % ) 88.% 0.% 15.% 30.% 44.% 68.% 88.% 30.%
(COVER)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGR~ VERSION 2.0
PM PR RT BELT LINE DISTRICT 11/19/97 RUN NO. 1
- ISOLATED OPERATION.
**** INPUT DATA SUMMARY ****
NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE
INTERSECTIONS LENGTH LENGTH INCREMENT
1 115 115 1
MASTER REFERENCE REFERENCE SYSTEMWIDE
INTERSECTION INTERSECTION POINT LOST TIME
1 1 BEGIN 4.0
(EMBED.DAT)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT:
ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY
IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA:
1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH
B - 19.5 SECS/VEH
ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH
D - 52.0 SECS/VEH
15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH
F - 78.0 SECS/VEH
PERMITTED LEFT TURN MODEL: (6) TTI MODEL
MODEL COEFFICIENTS:. VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = 4.5
H = LT Headway (sec)= 2.5
(INPUT.DATA)
PASSER I1-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** INPUT DATA CONTINUED ****
**** INTERSECTION 1 MACARTHUR
DISTANCE 0 TO 1 SPEED DISTANCE 1 TO 0 SPEED
0. FT 0. MPH O. FT 0. MPH
A SIDE QUEUE CLEARANCE B SIDE QUEUE CLEARANCE
0 SECS 0 SECS
ARTERIAL PERMISSIBLE PHASE SEQUENCE CROSS ST PHASE SEQUENCE
DUAL LEFTS (1+5) WITH OVERLAP DUAL LEFTS (3+7)
WITH OVERLAP
ARTERIAL STREET CROSS STREET
PHASE (NEMA) 515] 6 115] 2 3[5] 4 7[5] 8
VOLUMES (VPH) 356 395 101 709 155 1333 485 400
SAT FLOW RATE (VPHG) 1779 5108 1779 3567 1779 3567 1779 3567
MINIMUM PHASE (SEC) 12 18 12 21 10 16 8 16
(ERROR.MSG)
PASSER II-90
DECEMIBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGR~J~ VERSION 2.0
**** CODING ERROR MESSAGES ****
NO APPARENT CODING ERRORS
(BEST.SOLN)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** BEST PROGRESSION SOLUTION SUMMARY ****
*** INT. 1 .0 SEC OFFSET ART ST PHASE SEQ IS DUAL LEFTS (1+5)
MACARTHUR .0 % OFFSET CROSS ST PHASE SEQ IS DUAL LEFTS (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) 13.3 16.8 18.0 48.1 15.5 29.8 21.6 66.9
PHASE TIME (%) 11.6 14.6 15.7 41.8 13.5 25.9 18.8 58.2
MEASURES OF EFFECTIVENESS
PHASE (NEMA) 5[5] 6 115] 2 3[5] 4 7[5] 8
PHASE DIRECTION WBLTPR EBTHRU EBLTPR WBTHRU SBLTPR NBTHRU NBLTPR SBTHRU
PHASE TIME (SEC) 30.1 18.0 13.3 34.8 15.5 51.4 45.3 21.6
V/C-RATIO .88 .64 .71 .74 .88 .91 ;76 .73
LEVEL OF SERVICE E B C C E E C C
DELAY (SECS/VEH) 52.0 42.5 54.5 35.1 70.2 33.7 31.7 43.4
LEVEL OF SERVICE E D E D E D C D
QUEUE (VEH/LANE) 11.9 4.1 3.6 8.9 6.8 15.1 11.2 5.9
STOPS (STOPS/HR) 359. 364. 101. 656. 175. 1277. 406. 377.
TOTAL INTERSECTION DELAY FUEL CONSUMPTION MINIMUM DELAY CYCLE
39.21 SECS/VEH 51.44 GAL/HR 112 SECS
(ART.MOE)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** TOTAL ARTERIAL SYSTEM PERFORMANCE ****
PM PR RT BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE LENGTH = 115 SECS BAND A = 49 SECS BAND B = 49 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
39.2 SECS/VEH 42.9 VEH-HR/HR 3934.
TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE
51.44 GAL/HR 3713. STOPS 112 SECS
(PIN.SET)
PASSER I1-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER lI-90 BEST SIGNAL TIMING SOLUTION ****
PM PR RT BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE = 115. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3.
DEFAULT(l) : SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN
MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN
INTRSC 1: MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 30.1 18.0 13.3 34.8 15.5 51.4 45.3 21.6
PHASE SPLIT (%) 26.% 16.% 12.% 30.% 13.% 45.% 39.% 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) 13.3 16.8 18.0 15.5 29.8 21.6 48.1 66.9
CYCLE COUNT (SEC) .0 13.3 30.1 48.1 63.6 93.4 .0 48.1
CYCLE COUNT ( % ) 0.% 12.% 26.% 42.% 55.% 81.% 0.% 42.%
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
PM PR RT BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE = 115. SECONDS SPLIT = 1 2 3. OFFSET = 1 2 3.
DEFAULT(2): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2
MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN
INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 30.1 18.0 13.3 34.8 15.5 51.4 45.3 21.6
PHASE SPLIT (%) 26.% 16.% 12.% 30.% 13.% 45.% 39.% 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) 13.3 16.8 18.0 15.5 29.8 21.6 48.1 66.9
CYCLE COUNT (SEC) 101.7 .0 16.8 34.8 50.3 80.1 101.7 34.8
CYCLE COUNT ( % ) 88.% 0.% 15.% 30.% 44.% 70.% 88.% 30.%
(COVER)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
PM PROP LT BELT LINE DISTRICT 11/19/97 RUN NO. 1
- ISOLATED OPERATION.
**** INPUT DATA SUMMARY ****
NUMBER OF LOWER CYCLE UPPER CYCLE CYCLE
INTERSECTIONS LENGTH LENGTH INCREMENT
1 115 115 1
MASTER REFERENCE REFERENCE SYSTEMWIDE
INTERSECTION INTERSECTION POINT LOST TIME
1 1 BEGIN 4.0
(EMBED.DAT)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
TRAFFIC CONTROL TYPE: LEFT TURN SNEAKERS: DELAY UNIT:
ACTUATED OPERATION 2.0 VEHICLES TOTAL DELAY
IDEAL SATURATION FLOW: PHASE LOST TIME: LOS DELAY CRITERIA:
1910 PCPHGPL 4.0 SECONDS A - 6.5 SECS/VEH
B - 19.5 SECS/VEH
ANALYSIS PERIOD: LEFT TURN PHASING: C - 32.5 SECS/VEH
D - 52.0 SECS/VEH
15 MINUTES APPROACH-BASED E - 78.0 SECS/VEH
F - 78.0 SECS/VEH
PERMITTED LEFT TURN MODEL: (6) TTI MODEL
MODEL COEFFICIENTS: VO = Opp Sat Flow (vph) = 1750 T = LT Critical Gap (sec) = '4.5
H = LT Headway (sec) = 2.5
(ERROR.MSG)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** CODING ERROR MESSAGES ****
NO APPARENT CODING ERRORS
(ART.MOE)
PASSER II-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
*++* TOTAL ARTERIAL SYSTEM PERFORMANCE
PM PROP LT BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE LENGTH = 115 SECS BAND A = 51SECS BAND B = 51SECS
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
36.8 SECS/VEH 40.8 VEH-HR/HR 3992.
TOTAL SYSTEM FUEL CONSUMPTION TOTAL SYSTEM STOPS MAXIMIN CYCLE
50.08 GAL/HR 3724. STOPS 101 SECS
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER I1-90 BEST SIGNAL TIMING SOLUTION ****
PM PROP LT BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3.
DEFAULT(l): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF MAIN STREET GREEN
MAST INT = 1 SYS INT = 1 SYS OFFSET = .0 REF MOVMNT = 0 REF PNT = BEGIN
INTRSC 1: MACARTHUR COORD PHASE: 0 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 31.3 18.0 13.5 35.8 11.0 54.7 42.9 22.8
PHASE SPLIT (%) 27.% 16.% 12.% 31.% 10.% 48.% 37.% 20.%
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) 13.5 17.8 18.0 11.0 31.9 22.8 49.3 65.7
CYCLE COUNT (SEC) .0 13.5 31.3 49.3 60.3 92.2 .0 49.3
CYCLE COUNT ( % ) 0.% 12.% 27.% 43.% 52.% 80.% 0.% 43.%
(PIN.SET)
PASSER 11-90
DECEMBER 93 MULTIPHASE ARTERIAL PROGRESSION PROGRAM VERSION 2.0
**** SUMMARY OF PASSER II-90 BEST SIGNAL TIMING SOLUTION ****
PM PROP LT BELT LINE DISTRICT 11/19/97 RUN NO. 1
CYCLE = 115. SECONDS SPLIT = 12 3. OFFSET = 12 3.
DEFAULT(2): SAME MASTER & SYS INT, OFFSET TO BEGINNING OF NEMA PHASE 2
MAST INT = 1 SYS INT = 1SYS OFFSET = .0 REF MOVMNT = 2 REF PNT = BEGIN
INTRSC 1: MACARTHUR COORD PHASE: 2 OFFSET: .0 SEC: 0.%
*-[ISOLATED OPERATION]
DUAL-RING PHASE # 5 6 1 2 3 4 7 8
PHASE SPLIT (SEC) 31.3 18.0 13.5 35.8 11.0 54.7 42.9 22.8
PHASE SPLIT (%) 27.% 16.% 12.% 31.% 10.% 48.% 37.% 20.%
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) 13.5 17.8 18.0 11.0 31.9 22.8 49.3 65.7
CYCLE COUNT (SEC) 101.5 .0 17.8 35.8 46.8 78.7 101.5 35.8
CYCLE COUNT ('%) 88.% 0.% 15.% 31.% 41~% 68.% 88.% 31.%
APPENDIX B
Engineers Estimate of Construction Cost
DENTON TAP AT BETHEL ENGINEERS ESTIMATE OF
CONSTRUCTION COST
01 oo PREP ROW KM 0.12 $20,000.00 $2,400.00
0104 REMOVE OLD CONC (CURB OR C&G) M 110.00 $6.00 $660.00
0340 ASPH CONC (BASE COURSE) (100MM) MG 75.00 $33,00 $2,475.00
0360 CONC PVMT (250MM) M2 300.00 $20.00 $6,000.00
0465 RCP SEWER (450MM) M 5.00 $40.00 $200.00
0470 INLET (COMPLETE)(RECESSED) EA 1.00 $3,500.00 $3,500.00
0470 RELOCATE INLET (COMPLETE)(TY 'Y' STD) EA 1.00 $2,000.00 $2,000.00
0500 MOBILIZATION LS 1.00 $4,500.00 $4,500.00
0502 BARRICADES, SIGNS AND TRAF HANDLE MO 1.00 $1,500.00 $1,500.00
0512 PORT CONC TRAF BAR (LOW PROF)(TY I)(TY E) M 100.00 $25.00 $2,500.00
0512 PORT CONC TRAF BAR (REMOVE) M 100.00 $3.00 $300.00
0529 CONC CURB M 110.00 $12.00 $1,320.00
0530 DRIVEWAYS (CONC)(150MM) M2 16.00 $30.00 $480.00
0662 WRK ZN PAV MRK (SHORT TERM)(W) M 150.00 $1.00 $150.00
0666 REFEL PAV MRK TY I (W) (SLD) (100MM) M 50.00 $1.60 $80.00
0668 PREFAB PAV MRK TY A (W) (ARROW) EA 1.00 $200.00 $200.00
0668 PREFAB PAV MRK TY A (W) (WORD) EA 1.00 $100.00 $100.00
5012 TEMP SEDMT CONT FENCE M 120.00 $9.00 $1,080.00
5012 TEMP SEDMT CONT FENCE (REMOVE) M 120.00 $5.00 $600.00
.... STREET PAVERS 20.00 $100.00 $2,000.00
.... RELOCATE TRAFFIC SIGNAL POLE LS 1.00 $10,000.00 $10,000.00
.... UTILITY ADJUSTMENTS LS 1.00 $3,000.00 $3,000.00
.... BARBED WIRE FENCING M 85.00 $9.00 $765.00
SUBTOTAL $45,810.00
ADD 10% CONTINGENCIES $4,581.00
ENGINEER'S ESTIMATED CONSTRUCTION COST $50,391.00
BELT LINE AT MACARTHUR ENGINEERS ESTIMATE OF
CONSTRUCTION COST
0100 PREP ROW KM ' 0.00 $20,000.00 $0.00
0104 REMOVE OLD CONC (CURB OR C&G) M 120.00 $6.00 $720.00
0340 ASPH CONC (BASE COURSE) (100MM) MG 120.00 $33.00 $3,960.00
0360 CONC PVMT (250MM) M2 475.00 $20.00 $9,500.00
0500 MOBILIZATION LS 1.00 $4,500.00 $4,500.00
0502 BARRICADES, SIGNS AND TRAF HANDLE MO 1.00 $1,500.00 $1,500.00
0512 PORT CONC TRAF BAR (LOW PROF)(TY I)(TY E) M 120.00 $25.00 $3,000.00
0512 PORT CONC TRAF BAR (REMOVE) M 120.00 $3.00 $360.00
0529 CONC CURB M 120.00 $12.00 $1,440.00
0662 WRK ZN PAV MRK (SHORT TERM)(W) M 150.00 $1.00 $150.00
0666 REFEL PAV MRK TY I (W) (SLD) (100MM) M 50.00 $1.60 $80.00
0668 PREFAB PAV MRK TY A (W) (ARROW) EA 1.00 $200.00 $200.00
0668 PREFAB PAV MRK TY A (W) (WORD) EA 1,00 $100.00 $100.00
5012 TEMP SEDMT CONT FENCE M 120.00 $9.00 $1,080.00
5012 TEMP SEDMT CONT FENCE (REMOVE) M 120.00 $5.00 $600.00
.... STREET PAVERS M2 36.00 $100.00 $3,600.00
.... EXTEND RUBBERIZED RAILROAD CROSSING M 3.00 $11.50 $34.50
.... RELOCATE RR POLE AND FLASHING LIGHTS LS 1.00 $35,000.00 $35,000.00
.... REPLACE AUTOMATIC RAILROAD GATE LS 1.00 $15,000.00 $15,000.00
.... UTILITY ADJUSTMENTS LS 1.00 $2,500.00 $2,500.00
.... RELOCATE TRAFFIC SIGNAL POLE LS 1.00 $10,000.00 $10,000.00
SUBTOTAL $93,324.50
ADD 10% CONTINGENCIES $9,332.45
ENGINEER'S ESTIMATED CONSTRUCTION COST $102,656,95
Construction Budget
5.42%OFF &~2%(:)FF $.I%CI~I: 11J4%OFF
Q.Q%011 ~ Q.Q%ON O.0~CIN 8c~mmUG 11.Q~ON
Camelmm BedIM PSIE * ROqW ~ FII/E TXDOT ~ AmRtAvMIlii Cad TxDOT Amount
Ameu~ eemlr. TIP emmlr. ROW ferGomlx'JAMM EMImeM ~dmelrJAdmi +/-
DeBeT~aked $ 30,000 $ 6~0 $ 7200 $ 2,732 $ 720 $ 4294 $ 3g6i$ 13258 $ 50,400'$ 6,018 $ (43,150)
MLk,em~ S 90,OO0i $ 18,269 $ S 5,566 $ 2,160 $ 8,750 $ - $ 64,005 $ 102,700 $ 12,262 $
Tm $ 1~8,1)11 $ ~ $ 7,,1~) $ 1,21e $ 2,188 $ 13,044 $ 316 $ TZ,2~3 $ 153,10~ $ 18,280
I I I I