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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Intersection Analysis Summary
31.07.2013Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf Scenario: Base ScenarioVistro File:
Chapel Hill small Corridor Example File
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection.
B11,00,343NWBLHCM2010SignalizedManning Dr at Craige Dr 33B10,70,435NBRHCM2010SignalizedManning Dr at Hibbing Dr 32D36,10,679NWBLHCM2010SignalizedManning Dr at Ridge Rd2
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
0,679Volume to Capacity (v/c):DLevel Of Service:
36,1Delay (sec / veh):
15 minutes Analysis Period:HCM2010 Analysis Method:SignalizedControl Type:
#2: Manning Dr at Ridge RdIntersection Level Of Service Report
yesyesyesyesCrosswalk
0,000,000,000,00Grade [%]
30,0030,0030,0030,00Speed [mph]
100,00100,00100,00100,00100,00100,00100,00100,00100,00100,00100,00100,00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12,0012,0012,0012,0012,0012,0012,0012,0012,0012,0012,0012,00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
NorthwestboundEastboundSouthboundNorthbound Approach
Manning Dr Manning Dr Ridge RdRidge RdName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
nonononononononoPresence of On-Street Parking
8059871103261333401244016161Total Analysis Volume [veh/h]
20149228813385311001515Total 15-Minute Volume [veh/h]
1,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,0000Other Adjustment Factor
0,90000,90000,90000,90000,90000,90000,90000,90000,90000,90000,90000,9000Peak Hour Factor
725386992931203061123615555Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1,001,001,001,001,001,001,001,001,001,001,001,00Growth Rate
2,002,002,002,002,002,002,002,002,002,002,002,00Heavy Vehicles Percentage [%]
1,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,0000Base Volume Adjustment Factor
725386992931203061123615555Base Volume Input [veh/h]
Manning Dr Manning Dr Ridge RdRidge RdName
Volumes
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
1,001,001,001,001,001,001,001,001,001,001,001,00I, Upstream Filtering Factor
10,010,00,010,010,010,010,010,010,010,010,010,0Detector Length [ft]
0,00,00,00,00,00,00,00,00,00,00,00,0Detector Location [ft]
nononononononoPedestrian Recall
yesnoyesnonononoMaximum Recall
nononononononoMinimum Recall
4,04,04,04,04,04,04,04,04,04,04,04,0l2, Clearance Lost Time [s]
2,02,02,02,02,02,02,02,02,02,02,02,0l1, Start-Up Lost Time [s]
202002020018180181818Pedestrian Clearance [s]
770770770777Walk [s]
3,03,03,03,03,03,03,03,03,03,03,03,0Vehicle Extension [s]
494919535323585820383838Split [s]
2,02,02,02,02,02,02,02,02,02,02,02,0 All red [s]
4,04,04,04,04,04,04,04,04,04,04,04,0 Amber [s]
130130130130130130130130130130130130Maximum Green [s]
555555555555Minimum Green [s]
--Lead--Lead--Lead--LagLead / Lag
661225447888Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
0,00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0,0Offset [s]
Semi-actuated Actuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
1 - Coordination GroupSignal Coordination Group
yesLocated in CBD
Intersection Settings
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
59,95536,3114,3866,57217,08213,05441,00145,8544,6778,3787,5195th-Percentile Queue Length [ft]
2,4021,450,582,668,688,5217,645,831,793,133,5095th-Percentile Queue Length [veh]
33,30377,087,9936,98125,29122,35299,1781,0324,8243,5448,6250th-Percentile Queue Length [ft]
1,3315,080,321,485,014,8911,973,240,991,741,9450th-Percentile Queue Length [veh]
noyesnononoyesyesnonononoCritical Lane Group
BCFBBEEDDDELane Group LOS
17,1729,6685,4811,9614,2271,2559,6138,9236,8145,4255,73d, Delay for Lane Group [s/veh]
0,110,710,470,130,330,850,920,290,110,200,34X, volume / capacity
Lane Group Results
1,001,001,001,001,001,001,001,001,001,001,00PF, progression factor
1,001,001,001,001,001,001,001,001,001,001,00Rp, platoon ratio
0,000,000,000,000,000,000,000,000,000,000,00d3, Initial Queue Delay [s]
0,314,9221,400,320,8813,5012,710,360,120,321,13d2, Incremental Delay [s]
1,001,001,001,001,001,001,001,001,001,001,00I, Upstream Filtering Factor
0,500,500,110,500,500,120,150,110,110,110,11k, delay calibration
16,8624,7464,0811,6413,3457,7546,9038,5636,6945,0954,60d1, Uniform Delay [s]
72084715846995156369434377305179c, Capacity [veh/h]
14251676159714251676159714251676129416721136s, saturation flow rate [veh/h]
0,060,360,000,080,190,080,240,070,030,040,05(v / s)_i Volume / Saturation Flow Rate
0,510,510,010,590,590,100,260,260,260,180,18g / C, Green / Cycle
666617777133434342424g_i, Effective Green Time [s]
4,004,004,004,004,004,004,004,000,004,004,00l2, Clearance Lost Time [s]
0,000,000,000,000,000,000,000,000,000,002,00l1_p, Permitted Start-Up Lost Time [s]
6,006,006,006,006,006,006,006,006,006,006,00L, Total Lost Time per Cycle [s]
RCLRCLRCLCLLane Group
Lane Group Calculations
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Movement, Approach, & Intersection Results
14,22 11,9671,25 85,48 17,1729,6659,6155,73 45,42d_M, Delay for Movement [s/veh] 38,9245,42 36,81
B BE BF CEDMovement LOS E DD D
27,11 28,77d_A, Approach Delay [s/veh] 52,7150,53
C C Approach LOS D D
36,11d_I, Intersection Delay [s/veh]
DIntersection LOS
0,679Intersection V/C
----------------Ring 4----------------Ring 3------------8765Ring 2-------------421Ring 1
Sequence
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
0,435Volume to Capacity (v/c):BLevel Of Service:
10,7Delay (sec / veh):
15 minutes Analysis Period:HCM2010 Analysis Method:SignalizedControl Type:
#32: Manning Dr at Hibbing Dr Intersection Level Of Service Report
nonononoCrosswalk
0,000,000,000,00Grade [%]
25,0025,0025,0025,00Speed [mph]
100,00100,00100,00100,00100,0075,00100,00100,00100,00100,00100,00100,00Pocket Length [ft]
000001000000No. of Lanes in Pocket
12,0012,0012,0012,0012,0012,0012,0012,0012,0012,0012,0012,00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthbound Approach
Manning Dr Manning Dr Emergency Room Dr Hibbard Dr Name
Intersection Setup
0000Bicycle Volume [bicycles/h]
5719818010Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
nonononononononoPresence of On-Street Parking
1064711361453012829Total Analysis Volume [veh/h]
2162311541100712Total 15-Minute Volume [veh/h]
1,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,0000Other Adjustment Factor
0,92000,92000,92000,92000,92000,92000,92000,92000,92000,92000,92000,9200Peak Hour Factor
959510356553012628Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1,001,001,001,001,001,001,001,001,001,001,001,00Growth Rate
2,002,002,002,002,002,002,002,002,002,002,002,00Heavy Vehicles Percentage [%]
1,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,0000Base Volume Adjustment Factor
959510356553012628Base Volume Input [veh/h]
Manning Dr Manning Dr Emergency Room Dr Hibbard Dr Name
Volumes
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
1,001,001,001,001,001,001,001,001,001,001,001,00I, Upstream Filtering Factor
0,00,00,00,00,00,00,00,00,00,00,00,0Detector Length [ft]
0,00,00,00,00,00,00,00,00,00,00,00,0Detector Location [ft]
nononononoPedestrian Recall
yesyesnononoMaximum Recall
nononononoMinimum Recall
4,04,04,04,04,04,04,04,04,04,04,04,0l2, Clearance Lost Time [s]
2,02,02,02,02,02,02,02,02,02,02,02,0l1, Start-Up Lost Time [s]
999990131313131313Pedestrian Clearance [s]
777777777777Walk [s]
3,03,03,03,03,03,03,03,03,03,03,03,0Vehicle Extension [s]
787878969618343434343434Split [s]
2,02,02,02,02,02,02,02,02,02,02,02,0 All red [s]
4,04,04,04,04,04,04,04,04,04,04,04,0 Amber [s]
200200200200200200200200200200200200Maximum Green [s]
555555555555Minimum Green [s]
--Lag--Lead--Lag--LagLead / Lag
666225444888Signal Group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0,00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0,0Offset [s]
Semi-actuated Actuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
1 - Coordination GroupSignal Coordination Group
yesLocated in CBD
Intersection Settings
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
365,01264,691,615,1451,5495th-Percentile Queue Length [ft]
14,6010,590,060,212,0695th-Percentile Queue Length [veh]
238,40160,730,892,8628,6350th-Percentile Queue Length [ft]
9,546,430,040,111,1550th-Percentile Queue Length [veh]
yesnoyesnoyesCritical Lane Group
B A ADDLane Group LOS
11,377,406,6747,0648,54d, Delay for Lane Group [s/veh]
0,560,490,010,020,17X, volume / capacity
Lane Group Results
1,001,001,001,001,00PF, progression factor
1,001,001,001,001,00Rp, platoon ratio
0,000,000,000,000,00d3, Initial Queue Delay [s]
1,891,340,040,030,37d2, Incremental Delay [s]
1,001,001,001,001,00I, Upstream Filtering Factor
0,500,500,500,110,11k, delay calibration
9,486,076,6447,0448,17d1, Uniform Delay [s]
11951268497242224c, Capacity [veh/h]
1658167574113771261s, saturation flow rate [veh/h]
0,400,370,010,000,03(v / s)_i Volume / Saturation Flow Rate
0,700,760,760,150,15g / C, Green / Cycle
9298982020g_i, Effective Green Time [s]
4,004,000,004,004,00l2, Clearance Lost Time [s]
2,000,000,002,002,00l1_p, Permitted Start-Up Lost Time [s]
6,006,006,006,006,00L, Total Lost Time per Cycle [s]
CCLCCLane Group
Lane Group Calculations
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Movement, Approach, & Intersection Results
7,40 7,406,67 11,37 11,3711,3747,0648,54 48,54d_M, Delay for Movement [s/veh] 47,0648,54 47,06
A A A BB BDDMovement LOS D DD D
7,40 11,37d_A, Approach Delay [s/veh] 47,0648,54
A B Approach LOS D D
10,71d_I, Intersection Delay [s/veh]
BIntersection LOS
0,435Intersection V/C
----------------Ring 4----------------Ring 3-------------865Ring 2-------------4-2Ring 1
Sequence
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
0,343Volume to Capacity (v/c):BLevel Of Service:
11,0Delay (sec / veh):
15 minutes Analysis Period:HCM2010 Analysis Method:SignalizedControl Type:
#33: Manning Dr at Craige Dr Intersection Level Of Service Report
nonononoCrosswalk
0,000,000,000,00Grade [%]
25,0025,0025,0025,00Speed [mph]
100,00100,00100,00100,00100,0075,00100,00100,00100,00100,00100,00200,00Pocket Length [ft]
001001000001No. of Lanes in Pocket
12,0012,0012,0012,0012,0012,0012,0012,0012,0012,0012,0012,00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundWestboundEastbound Approach
Craige Dr Craige Dr Manning Dr Manning Dr Name
Intersection Setup
0000Bicycle Volume [bicycles/h]
5720394299Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
nonononononononoPresence of On-Street Parking
42934938607821543042059Total Analysis Volume [veh/h]
11292121519639810515Total 15-Minute Volume [veh/h]
1,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,0000Other Adjustment Factor
0,90000,90000,90000,90000,90000,90000,90000,90000,90000,90000,90000,9000Peak Hour Factor
38831837547041392737853Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1,001,001,001,001,001,001,001,001,001,001,001,00Growth Rate
2,002,002,002,002,002,002,002,002,002,002,002,00Heavy Vehicles Percentage [%]
1,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,00001,0000Base Volume Adjustment Factor
38831837547041392737853Base Volume Input [veh/h]
Craige Dr Craige Dr Manning Dr Manning Dr Name
Volumes
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
1,001,001,001,001,001,001,001,001,001,001,001,00I, Upstream Filtering Factor
0,00,00,00,00,00,00,00,00,00,00,00,0Detector Length [ft]
0,00,00,00,00,00,00,00,00,00,00,00,0Detector Location [ft]
nononononoPedestrian Recall
nonoyesnoyesMaximum Recall
nononononoMinimum Recall
4,04,04,04,04,04,04,04,04,04,04,04,0l2, Clearance Lost Time [s]
2,02,02,02,02,02,02,02,02,02,02,02,0l1, Start-Up Lost Time [s]
151515151515111111111111Pedestrian Clearance [s]
777777777777Walk [s]
3,03,03,03,03,03,03,03,03,03,03,03,0Vehicle Extension [s]
454545454545858541444444Split [s]
2,02,02,02,02,02,02,02,02,02,02,02,0 All red [s]
4,04,04,04,04,04,04,04,04,04,04,04,0 Amber [s]
200200200200200200200200200200200200Maximum Green [s]
555555555555Minimum Green [s]
--Lag--Lag--Lag--LagLead / Lag
444888661222Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
0,00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0,0Offset [s]
Semi-actuated Actuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
1 - Coordination GroupSignal Coordination Group
yesLocated in CBD
Intersection Settings
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
66,2645,9615,1310,74138,34225,6259,82101,98136,3748,0195th-Percentile Queue Length [ft]
2,651,840,610,435,539,022,394,085,451,9295th-Percentile Queue Length [veh]
36,8125,538,405,9776,86131,5733,2356,6575,7626,6750th-Percentile Queue Length [ft]
1,471,020,340,243,075,261,332,273,031,0750th-Percentile Queue Length [veh]
noyesnononoyesnonononoCritical Lane Group
DDDD A AB A ABLane Group LOS
46,8449,6045,2650,176,217,3910,659,269,3817,86d, Delay for Lane Group [s/veh]
0,210,190,050,050,280,410,260,180,240,16X, volume / capacity
Lane Group Results
1,001,001,001,001,001,001,001,001,001,00PF, progression factor
1,001,001,001,001,001,001,001,001,001,00Rp, platoon ratio
0,000,000,000,000,000,000,000,000,000,00d3, Initial Queue Delay [s]
0,400,520,080,120,581,001,030,370,120,99d2, Incremental Delay [s]
1,001,001,001,001,001,001,001,001,001,00I, Upstream Filtering Factor
0,110,110,110,110,500,500,500,500,120,50k, delay calibration
46,4449,0845,1850,065,626,399,628,899,2616,87d1, Uniform Delay [s]
2481772511661200123760110651094358c, Capacity [veh/h]
146481614818731625167694616321676586s, saturation flow rate [veh/h]
0,030,040,010,010,210,300,160,120,150,10(v / s)_i Volume / Saturation Flow Rate
0,170,170,170,170,740,740,740,650,650,65g / C, Green / Cycle
22222222969696858585g_i, Effective Green Time [s]
4,004,004,004,004,004,000,004,004,004,00l2, Clearance Lost Time [s]
0,002,000,002,000,000,002,000,000,002,00l1_p, Permitted Start-Up Lost Time [s]
6,006,006,006,006,006,006,006,006,006,00L, Total Lost Time per Cycle [s]
CLCLCCLCCLLane Group
Lane Group Calculations
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Movement, Approach, & Intersection Results
45,26 45,2650,17 49,60 46,8446,846,2117,86 9,34d_M, Delay for Movement [s/veh] 6,979,26 10,65
D DD DD D A AMovement LOS B A A B
47,23 47,94d_A, Approach Delay [s/veh] 7,4910,32
D D Approach LOS B A
11,02d_I, Intersection Delay [s/veh]
BIntersection LOS
0,343Intersection V/C
----------------Ring 4----------------Ring 3-------------86-Ring 2-------------421Ring 1
Sequence
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Turning Movement Volume: Summary
31.07.2013Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf Scenario: Base ScenarioVistro File:
Chapel Hill small Corridor Example File
1450
TotalVolume
38
Right
8
Thru
31
Left
Southeastbound
8
Right
3
Thru
7
Left
Northwestbound
54
Right
704
Thru
139
Left
Westbound
27
Right
378
Thru
53
Left
Eastbound
Manning Dr at Craige Dr 33
Intersection NameID
1227
TotalVolume
9
Right
595
Thru
10
Left
Westbound
3
Right
565
Thru
5
Left
Eastbound
3
Right
0
Thru
1
Left
Southbound
26
Right
2
Thru
8
Left
Northbound
Manning Dr at Hibbing Dr 32
Intersection NameID
1693
TotalVolume
72
Right
538
Thru
6
Left
Northwestbound
99
Right
293
Thru
120
Left
Eastbound
306
Right
112
Thru
36
Left
Southbound
1
Right
55
Thru
55
Left
Northbound
Manning Dr at Ridge Rd2
Intersection NameID
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Turning Movement Volume: Detail
31.07.2013Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf Scenario: Base ScenarioVistro File:
Chapel Hill small Corridor Example File
1450
0
0
0
-
1450
Total
Volume
38
0
0
0
1,00
38
Right
8
0
0
0
1,00
8
Thru
31
0
0
0
1,00
31
Left
Southeastbound
8
0
0
0
1,00
8
Right
3
0
0
0
1,00
3
Thru
7
0
0
0
1,00
7
Left
Northwestbound
54
0
0
0
1,00
54
Right
704
0
0
0
1,00
704
Thru
139
0
0
0
1,00
139
Left
Westbound
27
0
0
0
1,00
27
Right
378
0
0
0
1,00
378
Thru
53
0
0
0
1,00
53
Left
Eastbound
Future Total
Other
Net New Trips
In Process
Growth Rate
Final Base
Manning Dr atCraige Dr 33
Volume TypeIntersection
NameID
1227
0
0
0
-
1227
TotalVolume
9
0
0
0
1,00
9
Right
595
0
0
0
1,00
595
Thru
10
0
0
0
1,00
10
Left
Westbound
3
0
0
0
1,00
3
Right
565
0
0
0
1,00
565
Thru
5
0
0
0
1,00
5
Left
Eastbound
3
0
0
0
1,00
3
Right
0
0
0
0
1,00
0
Thru
1
0
0
0
1,00
1
Left
Southbound
26
0
0
0
1,00
26
Right
2
0
0
0
1,00
2
Thru
8
0
0
0
1,00
8
Left
Northbound
Future Total
Other
Net New Trips
In Process
Growth Rate
Final Base
Manning Dr atHibbing Dr 32
Volume TypeIntersectionNameID
1693
0
0
0
-
1693
TotalVolume
72
0
0
0
1,00
72
Right
538
0
0
0
1,00
538
Thru
6
0
0
0
1,00
6
Left
Northwestbound
99
0
0
0
1,00
99
Right
293
0
0
0
1,00
293
Thru
120
0
0
0
1,00
120
Left
Eastbound
306
0
0
0
1,00
306
Right
112
0
0
0
1,00
112
Thru
36
0
0
0
1,00
36
Left
Southbound
1
0
0
0
1,00
1
Right
55
0
0
0
1,00
55
Thru
55
0
0
0
1,00
55
Left
Northbound
Future Total
Other
Net New Trips
In Process
Growth Rate
Final Base
Manning Dr atRidge Rd2
Volume TypeIntersectionNameID
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Report Figure 1: Study Intersections
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Report Figure 2: Lane Configuration and Traffic Control
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Report Figure 3a: Traffic Volume - Base Volume
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Report Figure 3b: Traffic Volume - In-Process Volume
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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20/27
Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Report Figure 3c: Traffic Volume - Net New Site Trips
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Report Figure 3d: Traffic Volume - Other Volume
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Report Figure 3e: Traffic Volume - Future Total Volume
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Report Figure 4: Traffic Conditions
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Report Figure 5: Time Space DiagramRoute 1:
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Route 1:
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Report Figure 5: Time Space DiagramRoute 2:
31.07.2013Created by PTV Group
Report File: D:\...\Chapel_Hill_Small_Corridor_Report.pdf
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Chapel Hill small Corridor Example File
Chapel Hill Example Report Output
Version 2.00-00
Generated with
Route 2:
