Fresno Street
SR 99 SB Ramps SR 99 SB Ramps
Northbound Westbound
Turning Movement Report
Southbound
SR 99 SB Ramps @ Fresno St
Fresno
Tuesday, April 04, 2017 Clear
Eastbound
36.730795°
-119.799546°
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
City of Fresno
800-975-6938 Phone/Fax 2600 Fresno Street, 4th Floor
www.metrotrafficdata.com Fresno, CA 93721-3623
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0001000000000000
7:15 AM - 7:30 AM 0000000100000001
7:30 AM - 7:45 AM 0000000000000005
7:45 AM - 8:00 AM 0000000000000002
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 11
8:15 AM - 8:30 AM 0000010100000004
8:30 AM - 8:45 AM 0000010000000000
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
TOTAL 0 0 0 1 0 2 0 3 0 0 0 0 0 0 0 33
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0000000000000008
4:15 PM - 4:30 PM 0000040000000003
4:30 PM - 4:45 PM 0000000100000006
4:45 PM - 5:00 PM 0000020000000006
5:00 PM - 5:15 PM 0000000000000006
5:15 PM - 5:30 PM 0010020000000008
5:30 PM - 5:45 PM 0000000000000004
5:45 PM - 6:00 PM 0000010000000002
TOTAL 0 0 1 0 0 9 0 1 0 0 0 0 0 0 0 43
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 22
4:15 PM - 5:15 PM 0 0 0 0 0 6 0 1 0 0 0 0 0 0 0 21
Bikes Peds Peds <>
AM Peak Total 1 24 PM 0 6 0 0
PM Peak Total 6 22 AM 0100 Peds <>
21 22
AM PM
00 00
00 00
00 00
PM AM
Peds <> 00
Peds <>
2000 AM
1 0 0 0 PM
Westbound Bikes W.Leg
Peds
Fresno Street
SR 99 SB Ramps SR 99 SB Ramps
Fresno Street Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
SR 99 SB Ramps @ Fresno St 36.730795°
Fresno -119.799546°
Tuesday, April 04, 2017 Clear
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax City of Fresno
www.metrotrafficdata.com 2600 Fresno Street, 4th Floor
Fresno, CA 93721-3623
LOCATION N/S STREET
COUNTY E/W STREET
COLLECTION DATE WEATHER
CYCLE TIME CONTROL TYPE
SR 99 SB Ramps
Clear
Signal
COMMENTS Southbound left turns are protected.
74 Seconds
Turning Movement Report
SR 99 SB Ramps @ Fresno St
Fresno
Tuesday, April 04, 2017
Fresno Street
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
City of Fresno
800-975-6938 Phone/Fax 2600 Fresno Street, 4th Floor
www.metrotrafficdata.com Fresno, CA 93721-3623
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks 7:00 AM - 7:15 AM 32 91 0 8 0 28 18 7 0 0 0 0 13 9 33 4 7:15 AM - 7:30 AM 47 145 0 6 0 37 26 6 0 0 0 0 16 12 54 5 7:30 AM - 7:45 AM 65 175 0 4 0 33 34 6 0 0 0 0 25 16 51 4 7:45 AM - 8:00 AM 56 159 0 3 0 44 38 3 0 0 0 0 36 24 71 4 8:00 AM - 8:15 AM 44 176 0 7 0 41 28 2 0 0 0 0 23 13 61 6 8:15 AM - 8:30 AM 42 165 0 8 0 48 31 4 0 0 0 0 15 20 67 3 8:30 AM - 8:45 AM 41 121 0 6 0 52 38 2 0 0 0 0 20 11 47 8 8:45 AM - 9:00 AM 41 128 0 8 0 60 44 9 0 0 0 0 22 14 41 8 TOTAL 368 1160 0 50 0 343 257 39 0 0 0 0 170 119 425 42 Time Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks 4:00 PM - 4:15 PM 56 84 0 3 0 92 84 4 0 0 0 0 28 21 38 10 4:15 PM - 4:30 PM 51 113 0 7 0 103 90 6 0 0 0 0 29 17 28 7 4:30 PM - 4:45 PM 60 98 0 2 0 88 104 1 0 0 0 0 32 24 46 7 4:45 PM - 5:00 PM 35 103 0 2 0 94 98 2 0 0 0 0 33 30 48 9 5:00 PM - 5:15 PM 64 96 0 3 0 100 142 2 0 0 0 0 25 25 39 4 5:15 PM - 5:30 PM 57 109 0 3 0 100 100 2 0 0 0 0 28 16 48 5 5:30 PM - 5:45 PM 58 82 0 3 0 66 71 6 0 0 0 0 19 13 28 7 5:45 PM - 6:00 PM 48 75 0 4 0 73 53 1 0 0 0 0 21 10 20 2 TOTAL 429 760 0 27 0 716 742 24 0 0 0 0 215 156 295 51
PEAK HOUR Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks 7:30 AM - 8:30 AM 207 675 0 22 0 166 131 15 0 0 0 0 99 73 250 17 4:30 PM - 5:30 PM 216 406 0 10 0 382 444 7 0 0 0 0 118 95 181 25 PHF Trucks PHF
AM 0.935 3.4%
PM 444 382 0 0.853
PM 0.938 2.3%
AM 131 166 0 0.905
PHF ##### #####
AM PM
0 0 250 181
0 0 73 95
0 0 99 118
PM AM
PHF
0.805 0.887 PHF
0.919 207 675 0 AM
0.937 216 406 0 PM
Turning Movement Report
Southbound
SR 99 NB Ramps @ Fresno St
Fresno
Tuesday, April 04, 2017 Clear
Eastbound
36.731294°
119.798822°
Fresno Street
SR 99 NB Ramps SR 99 NB Ramps
Northbound Westbound
Southbound
Southbound Eastbound
Northbound Westbound
Northbound Eastbound Westbound
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
City of Fresno
800-975-6938 Phone/Fax 2600 Fresno Street, 4th Floor
www.metrotrafficdata.com Fresno, CA 93721-3623
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0000000000050000
7:15 AM - 7:30 AM 0000000000000000
7:30 AM - 7:45 AM 0000000000020000
7:45 AM - 8:00 AM 0000000000020000
8:00 AM - 8:15 AM 0100010000010000
8:15 AM - 8:30 AM 0000020000050000
8:30 AM - 8:45 AM 0100010000030000
8:45 AM - 9:00 AM 0200010000060000
TOTAL 0 4 0 0 0 5 0 0 0 0 0 24 0 0 0 0
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0200020000020000
4:15 PM - 4:30 PM 0100020000070000
4:30 PM - 4:45 PM 0201000000040000
4:45 PM - 5:00 PM 0000030000050000
5:00 PM - 5:15 PM 0101010000090000
5:15 PM - 5:30 PM 0300010000030000
5:30 PM - 5:45 PM 0300040000090000
5:45 PM - 6:00 PM 0200000000060000
TOTAL 0 14 0 2 0 13 0 0 0 0 0 45 0 0 0 0
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 0 1 0 0 0 3 0 0 0 0 0 10 0 0 0 0
4:30 PM - 5:30 PM 0 6 0 2 0 5 0 0 0 0 0 21 0 0 0 0
Bikes Peds Peds <>
AM Peak Total 4 10 PM 0 5 0 2
PM Peak Total 11 23 AM 0300 Peds <>
00 AM PM
00 00
00 00
00 00
PM AM
Peds <> 10 21
Peds <>
0010 AM
0 0 6 0 PM
Turning Movement Report
SR 99 NB Ramps @ Fresno St 36.731294°
Fresno 119.798822°
Tuesday, April 04, 2017 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
Fresno Street
SR 99 NB Ramps SR 99 NB Ramps
Fresno Street Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax City of Fresno
www.metrotrafficdata.com 2600 Fresno Street, 4th Floor
Fresno, CA 93721-3623
LOCATION N/S STREET
COUNTY E/W STREET
COLLECTION DATE WEATHER
CYCLE TIME CONTROL TYPE 81 Seconds
Turning Movement Report
SR 99 NB Ramps @ Fresno St
Fresno
Tuesday, April 04, 2017
Fresno Street
SR 99 NB Ramps
Clear
Signal
COMMENTS Northbound left turns are protected.
TRAFFIC TECHNICAL CALCULATIONS:
PEAK HOUR INTERSECTION LOS REPORTS
HCM 2010 Signalized Intersection Summary Existing Conditions 1: SR 41 Southbound Ramps & Jensen Ave. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 744 42 0 300 116 0 0 0 238 0 530 Future Volume (veh/h) 0 744 42 0 300 116 0 0 0 238 0 530 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1810 1900 0 1810 1810 1810 1810 1810 Adj Flow Rate, veh/h 0 809 0 0 326 0 304 0 96
Adj No. of Lanes 030021 201
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 055055 555
Cap, veh/h 0 2846 0 0 1980 886 594 0 265
Arrive On Green 0.00 0.58 0.00 0.00 0.58 0.00 0.17 0.00 0.17 Sat Flow, veh/h 0 5266 0 0 3529 1538 3447 0 1538
Grp Volume(v), veh/h 0 809 0 0 326 0 304 0 96
Grp Sat Flow(s),veh/h/ln 0 1647 0 0 1719 1538 1723 0 1538 Q Serve(g_s), s 0.0 4.1 0.0 0.0 2.2 0.0 4.0 0.0 2.7
Cycle Q Clear(g_c), s 0.0 4.1 0.0 0.0 2.2 0.0 4.0 0.0 2.7 Prop In Lane 0.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2846 0 0 1980 886 594 0 265
V/C Ratio(X) 0.00 0.28 0.00 0.00 0.16 0.00 0.51 0.00 0.36 Avail Cap(c_a), veh/h 0 2846 0 0 1980 886 1659 0 740
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 5.3 0.0 0.0 4.9 0.0 18.7 0.0 18.1 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.2 0.0 1.3 0.0 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.9 0.0 0.0 1.1 0.0 2.0 0.0 1.3 LnGrp Delay(d),s/veh 0.0 5.6 0.0 0.0 5.1 0.0 19.9 0.0 19.7 LnGrp LOS A A B B
Approach Vol, veh/h 809 326 400
Approach Delay, s/veh 5.6 5.1 19.9
Approach LOS A A B
Timer 12345678
Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 35.0 14.7 35.0
Change Period (Y+Rc), s 6.4 * 6.1 6.4
Max Green Setting (Gmax), s 28.6 * 24 28.6
Max Q Clear Time (g_c+I1), s 6.1 6.0 4.2
Green Ext Time (p_c), s 12.1 2.6 12.7
Intersection Summary
HCM 2010 Ctrl Delay 9.2
HCM 2010 LOS A
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 2: SR 41 Northbound Ramps & Jensen Ave. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 555 427 0 386 157 30 0 89 0 0 0 Future Volume (veh/h) 0 555 427 0 386 157 30 0 89 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1810 1810 0 1810 1900 1810 0 1810 Adj Flow Rate, veh/h 0 603 0 0 420 0 33 0 6
Adj No. of Lanes 021030101
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 055055505
Cap, veh/h 0 2228 997 0 3201 0 119 0 106
Arrive On Green 0.00 0.65 0.00 0.00 0.65 0.00 0.07 0.00 0.07 Sat Flow, veh/h 0 3529 1538 0 5266 0 1723 0 1538
Grp Volume(v), veh/h 0 603 0 0 420 0 33 0 6
Grp Sat Flow(s),veh/h/ln 0 1719 1538 0 1647 0 1723 0 1538 Q Serve(g_s), s 0.0 3.3 0.0 0.0 1.4 0.0 0.8 0.0 0.2
Cycle Q Clear(g_c), s 0.0 3.3 0.0 0.0 1.4 0.0 0.8 0.0 0.2 Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2228 997 0 3201 0 119 0 106
V/C Ratio(X) 0.00 0.27 0.00 0.00 0.13 0.00 0.28 0.00 0.06 Avail Cap(c_a), veh/h 0 2228 997 0 3201 0 933 0 833
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 3.3 0.0 0.0 3.0 0.0 19.5 0.0 19.2 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.1 0.0 2.4 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.6 0.0 0.0 0.6 0.0 0.5 0.0 0.1 LnGrp Delay(d),s/veh 0.0 3.6 0.0 0.0 3.1 0.0 21.9 0.0 19.6 LnGrp LOS A A C B
Approach Vol, veh/h 603 420 39
Approach Delay, s/veh 3.6 3.1 21.6
Approach LOS A A C
Timer 12345678
Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 35.0 35.0 9.1
Change Period (Y+Rc), s 6.4 6.4 6.1
Max Green Setting (Gmax), s 28.6 28.6 23.9
Max Q Clear Time (g_c+I1), s 5.3 3.4 2.8
Green Ext Time (p_c), s 11.2 11.6 0.1
Intersection Summary
HCM 2010 Ctrl Delay 4.1
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary Existing Conditions 3: East Ave./SR 99 SB Off Ramp & Jensen Ave. A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 421 35 130 526 83 22 0 122 570 242 147 Future Volume (veh/h) 0 421 35 130 526 83 22 0 122 570 242 147 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1743 1900 1743 1743 1743 1900 1743 1743 1743 1743 1743 Adj Flow Rate, veh/h 0 463 33 143 578 0 24 0 0 446 518 27 Adj No. of Lanes 020121011111
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 099999999999
Cap, veh/h 0 979 70 184 1633 730 66 0 59 428 449 381
Arrive On Green 0.00 0.31 0.31 0.11 0.49 0.00 0.04 0.00 0.00 0.26 0.26 0.26 Sat Flow, veh/h 0 3224 223 1660 3312 1482 1660 0 1482 1660 1743 1480 Grp Volume(v), veh/h 0 244 252 143 578 0 24 0 0 446 518 27 Grp Sat Flow(s),veh/h/ln 0 1656 1704 1660 1656 1482 1660 0 1482 1660 1743 1480 Q Serve(g_s), s 0.0 10.9 11.0 7.7 9.8 0.0 1.3 0.0 0.0 23.6 23.6 1.3 Cycle Q Clear(g_c), s 0.0 10.9 11.0 7.7 9.8 0.0 1.3 0.0 0.0 23.6 23.6 1.3 Prop In Lane 0.00 0.13 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 517 532 184 1633 730 66 0 59 428 449 381 V/C Ratio(X) 0.00 0.47 0.47 0.78 0.35 0.00 0.36 0.00 0.00 1.04 1.15 0.07 Avail Cap(c_a), veh/h 0 517 532 350 1633 730 428 0 382 428 449 381 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 25.4 25.4 39.6 14.3 0.0 42.9 0.0 0.0 34.0 34.0 25.7 Incr Delay (d2), s/veh 0.0 3.1 3.0 2.6 0.6 0.0 3.3 0.0 0.0 55.2 91.9 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 5.4 5.6 3.7 4.6 0.0 0.7 0.0 0.0 17.2 22.7 0.5 LnGrp Delay(d),s/veh 0.0 28.5 28.5 42.3 14.9 0.0 46.2 0.0 0.0 89.2 125.9 25.9 LnGrp LOS C C D B D F F C
Approach Vol, veh/h 496 721 24 991
Approach Delay, s/veh 28.5 20.3 46.1 106.7
Approach LOS C C D F
Timer 12345678
Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 16.6 35.0 30.0 51.6 10.1
Change Period (Y+Rc), s 6.4 * 6.4 6.4 6.4 6.4
Max Green Setting (Gmax), s 19.3 * 29 23.6 28.6 23.6
Max Q Clear Time (g_c+I1), s 9.7 13.0 25.6 11.8 3.3
Green Ext Time (p_c), s 0.9 4.9 0.0 6.4 0.1
Intersection Summary
HCM 2010 Ctrl Delay 60.8
HCM 2010 LOS E
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 4: SR 99 NB Off Ramp/East Ave. & Jensen Ave. A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 130 773 61 0 1056 72 126 76 96 41 0 145 Future Volume (veh/h) 130 773 61 0 1056 72 126 76 96 41 0 145 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1743 1743 1743 0 1743 1900 1900 1743 1743 1900 1743 1743 Adj Flow Rate, veh/h 143 849 0 0 1160 74 138 84 13 45 0 19 Adj No. of Lanes 121020011011
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 999099999999
Cap, veh/h 452 2260 1011 0 1071 68 229 100 259 279 0 256 Arrive On Green 0.27 0.68 0.00 0.00 0.34 0.34 0.18 0.18 0.18 0.18 0.00 0.18 Sat Flow, veh/h 1660 3312 1482 0 3248 202 933 568 1474 1136 0 1462 Grp Volume(v), veh/h 143 849 0 0 607 627 222 0 13 45 0 19 Grp Sat Flow(s),veh/h/ln 1660 1656 1482 0 1656 1707 1501 0 1474 1136 0 1462 Q Serve(g_s), s 6.2 9.9 0.0 0.0 30.5 30.5 9.7 0.0 0.7 0.0 0.0 1.0 Cycle Q Clear(g_c), s 6.2 9.9 0.0 0.0 30.5 30.5 12.8 0.0 0.7 3.1 0.0 1.0 Prop In Lane 1.00 1.00 0.00 0.12 0.62 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 452 2260 1011 0 561 578 328 0 259 279 0 256 V/C Ratio(X) 0.32 0.38 0.00 0.00 1.08 1.08 0.68 0.00 0.05 0.16 0.00 0.07 Avail Cap(c_a), veh/h 452 2260 1011 0 561 578 412 0 344 350 0 341 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.1 6.1 0.0 0.0 29.7 29.8 35.7 0.0 30.9 31.9 0.0 31.0 Incr Delay (d2), s/veh 0.1 0.5 0.0 0.0 62.1 62.1 3.1 0.0 0.1 0.3 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 4.6 0.0 0.0 23.5 24.3 5.6 0.0 0.3 1.0 0.0 0.4 LnGrp Delay(d),s/veh 26.2 6.6 0.0 0.0 91.8 91.8 38.8 0.0 30.9 32.2 0.0 31.1 LnGrp LOS C A F F D C C C
Approach Vol, veh/h 992 1234 235 64
Approach Delay, s/veh 9.4 91.8 38.4 31.8
Approach LOS A F D C
Timer 12345678
Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 67.8 22.2 30.9 36.9 22.2
Change Period (Y+Rc), s 6.4 6.4 6.4 * 6.4 6.4
Max Green Setting (Gmax), s 56.2 21.0 20.0 * 31 21.0
Max Q Clear Time (g_c+I1), s 11.9 5.1 8.2 32.5 14.8
Green Ext Time (p_c), s 14.2 1.4 7.0 0.0 0.8
Intersection Summary
HCM 2010 Ctrl Delay 52.9
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 5: SR 41 Southbound Ramps & North Ave. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 318 8 28 144 0 0 0 0 311 0 193 Future Volume (veh/h) 0 318 8 28 144 0 0 0 0 311 0 193
Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1712 1712 1712 1712 0 1900 1712 1712 Adj Flow Rate, veh/h 0 366 3 32 166 0 357 0 61
Adj No. of Lanes 011110 011
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 0 11 11 11 11 0 11 11 11
Cap, veh/h 0 707 601 65 918 0 458 0 408
Arrive On Green 0.00 0.41 0.41 0.04 0.54 0.00 0.28 0.00 0.28 Sat Flow, veh/h 0 1712 1455 1630 1712 0 1630 0 1455
Grp Volume(v), veh/h 0 366 3 32 166 0 357 0 61
Grp Sat Flow(s),veh/h/ln 0 1712 1455 1630 1712 0 1630 0 1455 Q Serve(g_s), s 0.0 10.9 0.1 1.3 3.4 0.0 13.8 0.0 2.1
Cycle Q Clear(g_c), s 0.0 10.9 0.1 1.3 3.4 0.0 13.8 0.0 2.1 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 707 601 65 918 0 458 0 408
V/C Ratio(X) 0.00 0.52 0.00 0.49 0.18 0.00 0.78 0.00 0.15 Avail Cap(c_a), veh/h 0 707 601 461 918 0 580 0 518
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 15.0 11.8 32.1 8.1 0.0 22.6 0.0 18.4 Incr Delay (d2), s/veh 0.0 2.7 0.0 2.1 0.4 0.0 12.3 0.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 5.6 0.0 0.6 1.7 0.0 7.7 0.0 1.0 LnGrp Delay(d),s/veh 0.0 17.7 11.8 34.2 8.6 0.0 34.9 0.0 19.2 LnGrp LOS B B C A C B
Approach Vol, veh/h 369 198 418
Approach Delay, s/veh 17.6 12.7 32.6
Approach LOS B B C
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 8.4 35.0 24.9 43.4
Change Period (Y+Rc), s * 5.7 6.8 * 5.7 6.8
Max Green Setting (Gmax), s * 19 28.2 * 24 28.2
Max Q Clear Time (g_c+I1), s 3.3 12.9 15.8 5.4
Green Ext Time (p_c), s 0.0 5.6 3.4 7.0
Intersection Summary
HCM 2010 Ctrl Delay 23.0
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 6: SR 41 Northbound Ramps & North Ave. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 153 476 0 0 157 173 15 0 55 0 0 0 Future Volume (veh/h) 153 476 0 0 157 173 15 0 55 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1712 1712 0 0 1712 1712 1900 1712 1712 Adj Flow Rate, veh/h 176 547 0 0 180 79 17 0 0
Adj No. of Lanes 110011011
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 11 11 0 0 11 11 11 11 11
Cap, veh/h 219 1271 0 0 866 721 54 0 48
Arrive On Green 0.13 0.74 0.00 0.00 0.51 0.51 0.03 0.00 0.00 Sat Flow, veh/h 1630 1712 0 0 1712 1425 1630 0 1455
Grp Volume(v), veh/h 176 547 0 0 180 79 17 0 0
Grp Sat Flow(s),veh/h/ln 1630 1712 0 0 1712 1425 1630 0 1455 Q Serve(g_s), s 5.8 6.7 0.0 0.0 3.2 1.6 0.6 0.0 0.0
Cycle Q Clear(g_c), s 5.8 6.7 0.0 0.0 3.2 1.6 0.6 0.0 0.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 219 1271 0 0 866 721 54 0 48
V/C Ratio(X) 0.80 0.43 0.00 0.00 0.21 0.11 0.31 0.00 0.00 Avail Cap(c_a), veh/h 565 1271 0 0 866 721 711 0 634
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 23.4 2.7 0.0 0.0 7.6 7.2 26.3 0.0 0.0 Incr Delay (d2), s/veh 2.6 1.1 0.0 0.0 0.5 0.3 6.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 3.4 0.0 0.0 1.6 0.7 0.3 0.0 0.0 LnGrp Delay(d),s/veh 26.0 3.8 0.0 0.0 8.1 7.5 32.6 0.0 0.0 LnGrp LOS C A A A C
Approach Vol, veh/h 723 259 17
Approach Delay, s/veh 9.2 8.0 32.6
Approach LOS A A C
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 48.2 13.2 35.0 7.6
Change Period (Y+Rc), s 6.8 * 5.7 6.8 5.7
Max Green Setting (Gmax), s 28.2 * 19 28.2 24.3
Max Q Clear Time (g_c+I1), s 8.7 7.8 5.2 2.6
Green Ext Time (p_c), s 9.3 0.2 10.2 0.1
Intersection Summary
HCM 2010 Ctrl Delay 9.3
HCM 2010 LOS A
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 7: SR 99 Southbound Ramps & Fresno St. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 438 107 54 217 0 0 0 0 445 149 307 Future Volume (veh/h) 0 438 107 54 217 0 0 0 0 445 149 307 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1845 1900 1845 1845 0 1845 1845 1845 Adj Flow Rate, veh/h 0 476 90 59 236 0 484 162 111
Adj No. of Lanes 020120 111
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 033330 333
Cap, veh/h 0 780 147 224 1650 0 638 670 568
Arrive On Green 0.00 0.26 0.26 0.13 0.47 0.00 0.36 0.36 0.36 Sat Flow, veh/h 0 3038 554 1757 3597 0 1757 1845 1565
Grp Volume(v), veh/h 0 282 284 59 236 0 484 162 111
Grp Sat Flow(s),veh/h/ln 0 1752 1747 1757 1752 0 1757 1845 1565 Q Serve(g_s), s 0.0 10.3 10.4 2.2 2.8 0.0 17.6 4.5 3.5
Cycle Q Clear(g_c), s 0.0 10.3 10.4 2.2 2.8 0.0 17.6 4.5 3.5 Prop In Lane 0.00 0.32 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 464 463 224 1650 0 638 670 568 V/C Ratio(X) 0.00 0.61 0.61 0.26 0.14 0.00 0.76 0.24 0.20 Avail Cap(c_a), veh/h 0 464 463 224 1650 0 810 851 722
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 23.5 23.5 28.7 10.9 0.0 20.4 16.2 15.9 Incr Delay (d2), s/veh 0.0 5.8 6.0 0.2 0.2 0.0 7.5 0.8 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 5.7 5.7 1.1 1.4 0.0 9.8 2.4 1.6 LnGrp Delay(d),s/veh 0.0 29.3 29.5 28.9 11.1 0.0 27.9 17.0 16.6 LnGrp LOS C C C B C B B
Approach Vol, veh/h 566 295 757
Approach Delay, s/veh 29.4 14.7 23.9
Approach LOS C B C
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 15.0 25.0 32.9 40.0
Change Period (Y+Rc), s * 5.7 * 5.7 6.4 * 5.7
Max Green Setting (Gmax), s * 9.3 * 19 33.6 * 34
Max Q Clear Time (g_c+I1), s 4.2 12.4 19.6 4.8
Green Ext Time (p_c), s 0.7 2.0 6.8 1.6
Intersection Summary
HCM 2010 Ctrl Delay 24.1
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 8: SR 99 Northbound Ramps & Fresno St. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 207 676 0 0 172 131 99 73 250 0 0 0 Future Volume (veh/h) 207 676 0 0 172 131 99 73 250 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1845 1845 0 0 1845 1845 1900 1845 1845 Adj Flow Rate, veh/h 225 735 0 0 187 50 108 79 85
Adj No. of Lanes 120021021
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 330033333
Cap, veh/h 602 2598 0 0 1148 506 189 189 169
Arrive On Green 0.34 0.74 0.00 0.00 0.33 0.33 0.11 0.11 0.11 Sat Flow, veh/h 1757 3597 0 0 3597 1546 1757 1752 1568
Grp Volume(v), veh/h 225 735 0 0 187 50 108 79 85
Grp Sat Flow(s),veh/h/ln 1757 1752 0 0 1752 1546 1757 1752 1568 Q Serve(g_s), s 7.7 5.5 0.0 0.0 3.0 1.8 4.7 3.4 4.1
Cycle Q Clear(g_c), s 7.7 5.5 0.0 0.0 3.0 1.8 4.7 3.4 4.1 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 602 2598 0 0 1148 506 189 189 169 V/C Ratio(X) 0.37 0.28 0.00 0.00 0.16 0.10 0.57 0.42 0.50 Avail Cap(c_a), veh/h 602 2598 0 0 1148 506 439 438 392 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.77 0.77 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.8 3.4 0.0 0.0 19.1 18.7 33.9 33.4 33.7 Incr Delay (d2), s/veh 0.4 0.2 0.0 0.0 0.3 0.4 5.7 3.1 4.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 2.7 0.0 0.0 1.5 0.8 2.6 1.8 2.0 LnGrp Delay(d),s/veh 20.2 3.6 0.0 0.0 19.4 19.1 39.6 36.5 38.6 LnGrp LOS C A B B D D D
Approach Vol, veh/h 960 237 272
Approach Delay, s/veh 7.5 19.3 38.4
Approach LOS A B D
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 65.0 33.1 31.9 15.0
Change Period (Y+Rc), s * 5.7 * 5.7 * 5.7 6.4
Max Green Setting (Gmax), s * 48 * 16 * 26 20.0
Max Q Clear Time (g_c+I1), s 7.5 9.7 5.0 6.7
Green Ext Time (p_c), s 7.2 3.0 1.2 2.0
Intersection Summary
HCM 2010 Ctrl Delay 15.1
HCM 2010 LOS B
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 1: SR 41 Southbound Ramps & Jensen Ave. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 846 41 0 462 112 0 0 0 77 0 493 Future Volume (veh/h) 0 846 41 0 462 112 0 0 0 77 0 493 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1827 1900 0 1827 1827 1827 1827 1827 Adj Flow Rate, veh/h 0 910 0 0 497 0 55 0 157
Adj No. of Lanes 030021 102
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 044044 444
Cap, veh/h 0 2932 0 0 2041 913 270 0 482
Arrive On Green 0.00 0.59 0.00 0.00 0.59 0.00 0.16 0.00 0.16 Sat Flow, veh/h 0 5316 0 0 3563 1553 1740 0 3106
Grp Volume(v), veh/h 0 910 0 0 497 0 55 0 157
Grp Sat Flow(s),veh/h/ln 0 1663 0 0 1736 1553 1740 0 1553 Q Serve(g_s), s 0.0 4.5 0.0 0.0 3.3 0.0 1.3 0.0 2.2
Cycle Q Clear(g_c), s 0.0 4.5 0.0 0.0 3.3 0.0 1.3 0.0 2.2 Prop In Lane 0.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2932 0 0 2041 913 270 0 482
V/C Ratio(X) 0.00 0.31 0.00 0.00 0.24 0.00 0.20 0.00 0.33 Avail Cap(c_a), veh/h 0 2932 0 0 2041 913 855 0 1526
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 5.1 0.0 0.0 4.8 0.0 17.9 0.0 18.3 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.3 0.0 0.7 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.1 0.0 0.0 1.7 0.0 0.7 0.0 1.0 LnGrp Delay(d),s/veh 0.0 5.3 0.0 0.0 5.1 0.0 18.6 0.0 19.0 LnGrp LOS A A B B
Approach Vol, veh/h 910 497 212
Approach Delay, s/veh 5.3 5.1 18.9
Approach LOS A A B
Timer 12345678
Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 35.0 13.6 35.0
Change Period (Y+Rc), s 6.4 * 6.1 6.4
Max Green Setting (Gmax), s 28.6 * 24 28.6
Max Q Clear Time (g_c+I1), s 6.5 4.2 5.3
Green Ext Time (p_c), s 14.4 1.4 14.9
Intersection Summary
HCM 2010 Ctrl Delay 7.0
HCM 2010 LOS A
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 2: SR 41 Northbound Ramps & Jensen Ave. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 411 512 0 532 441 42 0 102 0 0 0 Future Volume (veh/h) 0 411 512 0 532 441 42 0 102 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1827 1827 0 1827 1900 1827 0 1827 Adj Flow Rate, veh/h 0 442 0 0 572 0 45 0 8
Adj No. of Lanes 021030101
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 044044404
Cap, veh/h 0 2207 988 0 3172 0 150 0 134
Arrive On Green 0.00 0.64 0.00 0.00 0.64 0.00 0.09 0.00 0.09 Sat Flow, veh/h 0 3563 1553 0 5316 0 1740 0 1553
Grp Volume(v), veh/h 0 442 0 0 572 0 45 0 8
Grp Sat Flow(s),veh/h/ln 0 1736 1553 0 1663 0 1740 0 1553 Q Serve(g_s), s 0.0 2.4 0.0 0.0 2.1 0.0 1.1 0.0 0.2
Cycle Q Clear(g_c), s 0.0 2.4 0.0 0.0 2.1 0.0 1.1 0.0 0.2 Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2207 988 0 3172 0 150 0 134
V/C Ratio(X) 0.00 0.20 0.00 0.00 0.18 0.00 0.30 0.00 0.06 Avail Cap(c_a), veh/h 0 2207 988 0 3172 0 925 0 825
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 3.4 0.0 0.0 3.4 0.0 19.3 0.0 18.9 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.0 0.1 0.0 2.2 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.2 0.0 0.0 1.0 0.0 0.6 0.0 0.1 LnGrp Delay(d),s/veh 0.0 3.6 0.0 0.0 3.5 0.0 21.4 0.0 19.2 LnGrp LOS A A C B
Approach Vol, veh/h 442 572 53
Approach Delay, s/veh 3.6 3.5 21.1
Approach LOS A A C
Timer 12345678
Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 35.0 35.0 10.0
Change Period (Y+Rc), s 6.4 6.4 6.1
Max Green Setting (Gmax), s 28.6 28.6 23.9
Max Q Clear Time (g_c+I1), s 4.4 4.1 3.1
Green Ext Time (p_c), s 11.9 11.9 0.2
Intersection Summary
HCM 2010 Ctrl Delay 4.4
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary Existing Conditions 3: East Ave./SR 99 SB Off Ramp & Jensen Ave. P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 595 30 75 499 134 49 0 316 482 105 73 Future Volume (veh/h) 0 595 30 75 499 134 49 0 316 482 105 73 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1776 1900 1776 1776 1776 1900 1776 1776 1776 1776 1776 Adj Flow Rate, veh/h 0 647 30 82 542 0 53 0 48 605 0 14 Adj No. of Lanes 020121011201
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 077777777777
Cap, veh/h 0 1093 51 102 1579 706 143 0 128 757 0 337
Arrive On Green 0.00 0.33 0.33 0.06 0.47 0.00 0.08 0.00 0.08 0.22 0.00 0.22 Sat Flow, veh/h 0 3372 152 1691 3374 1509 1691 0 1509 3382 0 1505 Grp Volume(v), veh/h 0 332 345 82 542 0 53 0 48 605 0 14 Grp Sat Flow(s),veh/h/ln 0 1687 1748 1691 1687 1509 1691 0 1509 1691 0 1505 Q Serve(g_s), s 0.0 14.0 14.1 4.1 8.7 0.0 2.5 0.0 2.6 14.5 0.0 0.6 Cycle Q Clear(g_c), s 0.0 14.0 14.1 4.1 8.7 0.0 2.5 0.0 2.6 14.5 0.0 0.6 Prop In Lane 0.00 0.09 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 562 582 102 1579 706 143 0 128 757 0 337 V/C Ratio(X) 0.00 0.59 0.59 0.80 0.34 0.00 0.37 0.00 0.38 0.80 0.00 0.04 Avail Cap(c_a), veh/h 0 562 582 380 1579 706 465 0 415 929 0 414 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 23.8 23.8 39.8 14.5 0.0 37.1 0.0 37.1 31.5 0.0 26.1 Incr Delay (d2), s/veh 0.0 4.5 4.4 5.5 0.6 0.0 1.6 0.0 1.8 5.3 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 7.3 7.5 2.1 4.2 0.0 1.3 0.0 1.1 7.4 0.0 0.3 LnGrp Delay(d),s/veh 0.0 28.3 28.2 45.3 15.1 0.0 38.7 0.0 39.0 36.8 0.0 26.2 LnGrp LOS C C D B D D D C
Approach Vol, veh/h 677 624 101 619
Approach Delay, s/veh 28.2 19.1 38.8 36.6
Approach LOS C B D D
Timer 12345678
Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 11.6 35.0 25.6 46.6 13.7
Change Period (Y+Rc), s 6.4 * 6.4 6.4 6.4 6.4
Max Green Setting (Gmax), s 19.3 * 29 23.6 28.6 23.6
Max Q Clear Time (g_c+I1), s 6.1 16.1 16.5 10.7 4.6
Green Ext Time (p_c), s 0.7 5.9 2.6 6.2 0.3
Intersection Summary
HCM 2010 Ctrl Delay 28.5
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 4: SR 99 NB Off Ramp/East Ave. & Jensen Ave. P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 81 935 234 0 948 59 168 50 135 42 0 284 Future Volume (veh/h) 81 935 234 0 948 59 168 50 135 42 0 284 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 0.99 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1776 1776 1776 0 1776 1900 1900 1776 1776 1900 1776 1776 Adj Flow Rate, veh/h 88 1016 0 0 1030 60 183 54 46 46 0 47 Adj No. of Lanes 121020011011
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 777077777777
Cap, veh/h 523 2288 1024 0 987 57 283 65 289 333 0 292
Arrive On Green 0.31 0.68 0.00 0.00 0.31 0.31 0.19 0.19 0.19 0.19 0.00 0.19 Sat Flow, veh/h 1691 3374 1509 0 3324 188 1132 334 1493 1347 0 1509 Grp Volume(v), veh/h 88 1016 0 0 537 553 237 0 46 46 0 47 Grp Sat Flow(s),veh/h/ln 1691 1687 1509 0 1687 1737 1466 0 1493 1347 0 1509 Q Serve(g_s), s 3.8 13.9 0.0 0.0 30.5 30.5 12.6 0.0 2.6 0.0 0.0 2.6 Cycle Q Clear(g_c), s 3.8 13.9 0.0 0.0 30.5 30.5 15.4 0.0 2.6 2.8 0.0 2.6 Prop In Lane 1.00 1.00 0.00 0.11 0.77 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 523 2288 1024 0 515 530 348 0 289 333 0 292 V/C Ratio(X) 0.17 0.44 0.00 0.00 1.04 1.04 0.68 0.00 0.16 0.14 0.00 0.16 Avail Cap(c_a), veh/h 523 2288 1024 0 515 530 442 0 388 417 0 392 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.2 7.4 0.0 0.0 34.7 34.8 38.5 0.0 33.5 33.6 0.0 33.6 Incr Delay (d2), s/veh 0.1 0.6 0.0 0.0 51.5 51.1 3.0 0.0 0.3 0.2 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 6.5 0.0 0.0 21.5 22.1 6.5 0.0 1.1 1.1 0.0 1.1 LnGrp Delay(d),s/veh 25.2 8.0 0.0 0.0 86.3 85.8 41.5 0.0 33.8 33.8 0.0 33.8 LnGrp LOS C A F F D C C C
Approach Vol, veh/h 1104 1090 283 93
Approach Delay, s/veh 9.4 86.0 40.2 33.8
Approach LOS A F D C
Timer 12345678
Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 74.2 25.8 37.3 36.9 25.8
Change Period (Y+Rc), s 6.4 6.4 6.4 * 6.4 6.4
Max Green Setting (Gmax), s 61.2 26.0 25.0 * 31 26.0
Max Q Clear Time (g_c+I1), s 15.9 4.8 5.8 32.5 17.4
Green Ext Time (p_c), s 18.4 1.9 11.5 0.0 1.3
Intersection Summary
HCM 2010 Ctrl Delay 46.2
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 5: SR 41 Southbound Ramps & North Ave. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 341 10 46 203 0 0 0 0 87 0 143 Future Volume (veh/h) 0 341 10 46 203 0 0 0 0 87 0 143
Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1743 1743 1743 1743 0 1900 1743 1743 Adj Flow Rate, veh/h 0 363 5 49 216 0 93 0 22
Adj No. of Lanes 011110 011
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 099990 999
Cap, veh/h 0 873 727 95 1149 0 197 0 176
Arrive On Green 0.00 0.50 0.50 0.06 0.66 0.00 0.12 0.00 0.12 Sat Flow, veh/h 0 1743 1451 1660 1743 0 1660 0 1482
Grp Volume(v), veh/h 0 363 5 49 216 0 93 0 22
Grp Sat Flow(s),veh/h/ln 0 1743 1451 1660 1743 0 1660 0 1482 Q Serve(g_s), s 0.0 7.4 0.1 1.6 2.7 0.0 2.9 0.0 0.7
Cycle Q Clear(g_c), s 0.0 7.4 0.1 1.6 2.7 0.0 2.9 0.0 0.7 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 873 727 95 1149 0 197 0 176
V/C Ratio(X) 0.00 0.42 0.01 0.52 0.19 0.00 0.47 0.00 0.13 Avail Cap(c_a), veh/h 0 873 727 569 1149 0 717 0 640
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 8.9 7.0 25.8 3.7 0.0 23.2 0.0 22.2 Incr Delay (d2), s/veh 0.0 1.5 0.0 1.6 0.4 0.0 7.8 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.9 0.0 0.8 1.4 0.0 1.8 0.0 0.4 LnGrp Delay(d),s/veh 0.0 10.3 7.0 27.4 4.1 0.0 31.0 0.0 23.6 LnGrp LOS B A C A C C
Approach Vol, veh/h 368 265 115
Approach Delay, s/veh 10.3 8.4 29.6
Approach LOS B A C
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 8.9 35.0 12.4 43.9
Change Period (Y+Rc), s * 5.7 6.8 * 5.7 6.8
Max Green Setting (Gmax), s * 19 28.2 * 24 28.2
Max Q Clear Time (g_c+I1), s 3.6 9.4 4.9 4.7
Green Ext Time (p_c), s 0.0 6.9 1.3 7.7
Intersection Summary
HCM 2010 Ctrl Delay 12.6
HCM 2010 LOS B
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 6: SR 41 Northbound Ramps & North Ave. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 204 224 0 0 232 267 17 1 35 0 0 0 Future Volume (veh/h) 204 224 0 0 232 267 17 1 35 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1743 1743 0 0 1743 1743 1900 1743 1743 Adj Flow Rate, veh/h 217 238 0 0 247 121 18 1 1
Adj No. of Lanes 110011011
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 990099999
Cap, veh/h 265 1300 0 0 850 708 60 3 56
Arrive On Green 0.16 0.75 0.00 0.00 0.49 0.49 0.04 0.04 0.04 Sat Flow, veh/h 1660 1743 0 0 1743 1451 1577 88 1482
Grp Volume(v), veh/h 217 238 0 0 247 121 19 0 1
Grp Sat Flow(s),veh/h/ln 1660 1743 0 0 1743 1451 1664 0 1482 Q Serve(g_s), s 7.3 2.3 0.0 0.0 4.9 2.7 0.6 0.0 0.0
Cycle Q Clear(g_c), s 7.3 2.3 0.0 0.0 4.9 2.7 0.6 0.0 0.0 Prop In Lane 1.00 0.00 0.00 1.00 0.95 1.00
Lane Grp Cap(c), veh/h 265 1300 0 0 850 708 63 0 56
V/C Ratio(X) 0.82 0.18 0.00 0.00 0.29 0.17 0.30 0.00 0.02 Avail Cap(c_a), veh/h 554 1300 0 0 850 708 699 0 623
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.5 2.2 0.0 0.0 8.8 8.3 27.1 0.0 26.8 Incr Delay (d2), s/veh 2.4 0.3 0.0 0.0 0.9 0.5 5.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 1.2 0.0 0.0 2.5 1.2 0.4 0.0 0.0 LnGrp Delay(d),s/veh 25.9 2.5 0.0 0.0 9.7 8.8 32.1 0.0 27.0 LnGrp LOS C A A A C C
Approach Vol, veh/h 455 368 20
Approach Delay, s/veh 13.6 9.4 31.9
Approach LOS B A C
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 49.9 14.9 35.0 7.9
Change Period (Y+Rc), s 6.8 * 5.7 6.8 5.7
Max Green Setting (Gmax), s 28.2 * 19 28.2 24.3
Max Q Clear Time (g_c+I1), s 4.3 9.3 6.9 2.6
Green Ext Time (p_c), s 7.1 0.2 6.8 0.1
Intersection Summary
HCM 2010 Ctrl Delay 12.2
HCM 2010 LOS B
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 7: SR 99 Southbound Ramps & Fresno St. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 485 115 141 369 0 0 0 0 137 227 215 Future Volume (veh/h) 0 485 115 141 369 0 0 0 0 137 227 215 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1900 1863 1863 0 1863 1863 1863 Adj Flow Rate, veh/h 0 516 96 150 393 0 146 241 61
Adj No. of Lanes 020120 111
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 022220 222
Cap, veh/h 0 942 174 270 1986 0 427 449 381
Arrive On Green 0.00 0.32 0.32 0.15 0.56 0.00 0.24 0.24 0.24 Sat Flow, veh/h 0 3076 552 1774 3632 0 1774 1863 1581
Grp Volume(v), veh/h 0 305 307 150 393 0 146 241 61
Grp Sat Flow(s),veh/h/ln 0 1770 1765 1774 1770 0 1774 1863 1581 Q Serve(g_s), s 0.0 8.7 8.8 4.8 3.3 0.0 4.2 6.9 1.9
Cycle Q Clear(g_c), s 0.0 8.7 8.8 4.8 3.3 0.0 4.2 6.9 1.9 Prop In Lane 0.00 0.31 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 559 557 270 1986 0 427 449 381 V/C Ratio(X) 0.00 0.55 0.55 0.56 0.20 0.00 0.34 0.54 0.16 Avail Cap(c_a), veh/h 0 559 557 270 1986 0 975 1024 869 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 17.3 17.3 24.0 6.6 0.0 19.2 20.2 18.3 Incr Delay (d2), s/veh 0.0 3.8 3.9 1.5 0.2 0.0 1.9 4.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 4.8 4.9 2.4 1.7 0.0 2.3 4.0 0.9 LnGrp Delay(d),s/veh 0.0 21.1 21.2 25.5 6.8 0.0 21.1 24.3 19.1 LnGrp LOS C C C A C C B
Approach Vol, veh/h 612 543 448
Approach Delay, s/veh 21.1 12.0 22.5
Approach LOS C B C
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 15.0 25.0 21.1 40.0
Change Period (Y+Rc), s * 5.7 * 5.7 6.4 * 5.7
Max Green Setting (Gmax), s * 9.3 * 19 33.6 * 34
Max Q Clear Time (g_c+I1), s 6.8 10.8 8.9 5.3
Green Ext Time (p_c), s 0.7 2.4 5.8 2.8
Intersection Summary
HCM 2010 Ctrl Delay 18.4
HCM 2010 LOS B
Notes
HCM 2010 Signalized Intersection Summary Existing Conditions 8: SR 99 Northbound Ramps & Fresno St. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 216 406 0 0 392 444 118 95 181 0 0 0 Future Volume (veh/h) 216 406 0 0 392 444 118 95 181 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 0 0 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 230 432 0 0 417 181 126 101 23
Adj No. of Lanes 120021021
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 220022222
Cap, veh/h 594 2597 0 0 1159 511 204 204 181
Arrive On Green 0.33 0.73 0.00 0.00 0.33 0.33 0.12 0.12 0.12 Sat Flow, veh/h 1774 3632 0 0 3632 1559 1774 1770 1575
Grp Volume(v), veh/h 230 432 0 0 417 181 126 101 23
Grp Sat Flow(s),veh/h/ln 1774 1770 0 0 1770 1559 1774 1770 1575 Q Serve(g_s), s 7.9 3.0 0.0 0.0 7.2 7.1 5.4 4.3 1.0
Cycle Q Clear(g_c), s 7.9 3.0 0.0 0.0 7.2 7.1 5.4 4.3 1.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 594 2597 0 0 1159 511 204 204 181 V/C Ratio(X) 0.39 0.17 0.00 0.00 0.36 0.35 0.62 0.50 0.13 Avail Cap(c_a), veh/h 594 2597 0 0 1159 511 444 442 394 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.80 0.80 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.3 3.2 0.0 0.0 20.5 20.5 33.7 33.2 31.8 Incr Delay (d2), s/veh 0.4 0.1 0.0 0.0 0.9 1.9 6.3 4.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 1.5 0.0 0.0 3.6 3.3 3.0 2.3 0.5 LnGrp Delay(d),s/veh 20.7 3.3 0.0 0.0 21.4 22.4 40.1 37.2 32.5 LnGrp LOS C A CCDDC
Approach Vol, veh/h 662 598 250
Approach Delay, s/veh 9.4 21.7 38.2
Approach LOS A C D
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 64.4 32.5 31.9 15.6
Change Period (Y+Rc), s * 5.7 * 5.7 * 5.7 6.4
Max Green Setting (Gmax), s * 48 * 16 * 26 20.0
Max Q Clear Time (g_c+I1), s 5.0 9.9 9.2 7.4
Green Ext Time (p_c), s 4.2 2.0 3.1 1.8
Intersection Summary
HCM 2010 Ctrl Delay 19.0
HCM 2010 LOS B
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 1: SR 41 Southbound Ramps & Jensen Ave AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1560 70 0 620 120 0 0 0 240 0 1360 Future Volume (veh/h) 0 1560 70 0 620 120 0 0 0 240 0 1360 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1810 1900 0 1810 1810 1810 1810 1810 Adj Flow Rate, veh/h 0 1696 0 0 674 0 174 0 1139
Adj No. of Lanes 030021 102
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 055055 555
Cap, veh/h 0 1897 0 0 1320 591 725 0 1294
Arrive On Green 0.00 0.38 0.00 0.00 0.38 0.00 0.42 0.00 0.42 Sat Flow, veh/h 0 5266 0 0 3529 1538 1723 0 3076
Grp Volume(v), veh/h 0 1696 0 0 674 0 174 0 1139
Grp Sat Flow(s),veh/h/ln 0 1647 0 0 1719 1538 1723 0 1538 Q Serve(g_s), s 0.0 20.6 0.0 0.0 9.6 0.0 4.2 0.0 21.8
Cycle Q Clear(g_c), s 0.0 20.6 0.0 0.0 9.6 0.0 4.2 0.0 21.8 Prop In Lane 0.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1897 0 0 1320 591 725 0 1294
V/C Ratio(X) 0.00 0.89 0.00 0.00 0.51 0.00 0.24 0.00 0.88 Avail Cap(c_a), veh/h 0 1900 0 0 1322 592 752 0 1342
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 18.5 0.0 0.0 15.1 0.0 11.9 0.0 17.0 Incr Delay (d2), s/veh 0.0 6.2 0.0 0.0 0.5 0.0 0.3 0.0 7.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 10.4 0.0 0.0 4.6 0.0 2.0 0.0 10.5 LnGrp Delay(d),s/veh 0.0 24.7 0.0 0.0 15.6 0.0 12.3 0.0 24.4 LnGrp LOS C B B C
Approach Vol, veh/h 1696 674 1313
Approach Delay, s/veh 24.7 15.6 22.8
Approach LOS C B C
Timer 12345678
Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 31.0 33.0 31.0
Change Period (Y+Rc), s 6.4 * 6.1 6.4
Max Green Setting (Gmax), s 24.6 * 28 24.6
Max Q Clear Time (g_c+I1), s 22.6 23.8 11.6
Green Ext Time (p_c), s 2.0 3.1 12.2
Intersection Summary
HCM 2010 Ctrl Delay 22.4
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 2: SR 41 Northbound Ramps & Jensen Ave AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 870 930 0 710 160 30 0 90 0 0 0 Future Volume (veh/h) 0 870 930 0 710 160 30 0 90 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1810 1810 0 1810 1900 1810 0 1810 Adj Flow Rate, veh/h 0 946 0 0 772 0 33 0 7
Adj No. of Lanes 021030101
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 055055505
Cap, veh/h 0 2224 995 0 3196 0 121 0 108
Arrive On Green 0.00 0.65 0.00 0.00 0.65 0.00 0.07 0.00 0.07 Sat Flow, veh/h 0 3529 1538 0 5266 0 1723 0 1538
Grp Volume(v), veh/h 0 946 0 0 772 0 33 0 7
Grp Sat Flow(s),veh/h/ln 0 1719 1538 0 1647 0 1723 0 1538 Q Serve(g_s), s 0.0 5.9 0.0 0.0 2.9 0.0 0.8 0.0 0.2
Cycle Q Clear(g_c), s 0.0 5.9 0.0 0.0 2.9 0.0 0.8 0.0 0.2 Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2224 995 0 3196 0 121 0 108
V/C Ratio(X) 0.00 0.43 0.00 0.00 0.24 0.00 0.27 0.00 0.06 Avail Cap(c_a), veh/h 0 2224 995 0 3196 0 932 0 832
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 3.8 0.0 0.0 3.3 0.0 19.5 0.0 19.2 Incr Delay (d2), s/veh 0.0 0.6 0.0 0.0 0.2 0.0 2.3 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.9 0.0 0.0 1.3 0.0 0.5 0.0 0.1 LnGrp Delay(d),s/veh 0.0 4.4 0.0 0.0 3.4 0.0 21.8 0.0 19.7 LnGrp LOS A A C B
Approach Vol, veh/h 946 772 40
Approach Delay, s/veh 4.4 3.4 21.4
Approach LOS A A C
Timer 12345678
Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 35.0 35.0 9.2
Change Period (Y+Rc), s 6.4 6.4 6.1
Max Green Setting (Gmax), s 28.6 28.6 23.9
Max Q Clear Time (g_c+I1), s 7.9 4.9 2.8
Green Ext Time (p_c), s 16.3 18.2 0.1
Intersection Summary
HCM 2010 Ctrl Delay 4.4
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary Existing Plus Project 3: East Ave/SR 99 SB Off Ramp & Jensen Ave AM Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 690 60 130 830 90 30 0 130 570 250 150 Future Volume (veh/h) 0 690 60 130 830 90 30 0 130 570 250 150 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1743 1900 1743 1743 1743 1900 1743 1743 1743 1743 1743 Adj Flow Rate, veh/h 0 758 61 143 912 0 33 0 9 450 521 30 Adj No. of Lanes 020121011111
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 099999999999
Cap, veh/h 0 951 77 183 1606 718 94 0 84 420 441 374
Arrive On Green 0.00 0.31 0.31 0.11 0.48 0.00 0.06 0.00 0.06 0.25 0.25 0.25 Sat Flow, veh/h 0 3192 250 1660 3312 1482 1660 0 1482 1660 1743 1480 Grp Volume(v), veh/h 0 404 415 143 912 0 33 0 9 450 521 30 Grp Sat Flow(s),veh/h/ln 0 1656 1699 1660 1656 1482 1660 0 1482 1660 1743 1480 Q Serve(g_s), s 0.0 20.9 20.9 7.8 18.3 0.0 1.8 0.0 0.5 23.6 23.6 1.4 Cycle Q Clear(g_c), s 0.0 20.9 20.9 7.8 18.3 0.0 1.8 0.0 0.5 23.6 23.6 1.4 Prop In Lane 0.00 0.15 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 507 520 183 1606 718 94 0 84 420 441 374 V/C Ratio(X) 0.00 0.80 0.80 0.78 0.57 0.00 0.35 0.00 0.11 1.07 1.18 0.08 Avail Cap(c_a), veh/h 0 507 520 343 1606 718 420 0 374 420 441 374 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 29.7 29.7 40.5 17.1 0.0 42.4 0.0 41.8 34.9 34.9 26.6 Incr Delay (d2), s/veh 0.0 12.3 12.0 2.8 1.5 0.0 2.2 0.0 0.6 64.7 103.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 11.3 11.5 3.7 8.7 0.0 0.9 0.0 0.2 18.3 23.9 0.6 LnGrp Delay(d),s/veh 0.0 42.0 41.8 43.2 18.6 0.0 44.6 0.0 42.3 99.6 138.1 26.8 LnGrp LOS D D D B D D F F C
Approach Vol, veh/h 819 1055 42 1001
Approach Delay, s/veh 41.9 21.9 44.1 117.5
Approach LOS D C D F
Timer 12345678
Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 16.7 35.0 30.0 51.7 11.7
Change Period (Y+Rc), s 6.4 * 6.4 6.4 6.4 6.4
Max Green Setting (Gmax), s 19.3 * 29 23.6 28.6 23.6
Max Q Clear Time (g_c+I1), s 9.8 22.9 25.6 20.3 3.8
Green Ext Time (p_c), s 0.8 3.7 0.0 5.8 0.1
Intersection Summary
HCM 2010 Ctrl Delay 60.6
HCM 2010 LOS E
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 4: SR 99 NB Off Ramp/East Ave & Jensen Ave AM Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 130 900 70 0 1260 80 230 80 100 50 0 150 Future Volume (veh/h) 130 900 70 0 1260 80 230 80 100 50 0 150 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1743 1743 1743 0 1743 1900 1900 1743 1743 1900 1743 1743 Adj Flow Rate, veh/h 143 989 0 0 1385 83 253 88 18 55 0 25 Adj No. of Lanes 121020011011
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 999099999999
Cap, veh/h 179 2047 916 0 1416 85 335 95 375 399 0 372
Arrive On Green 0.11 0.62 0.00 0.00 0.45 0.45 0.25 0.25 0.25 0.25 0.00 0.25 Sat Flow, veh/h 1660 3312 1482 0 3262 190 1072 373 1476 1286 0 1463 Grp Volume(v), veh/h 143 989 0 0 721 747 341 0 18 55 0 25 Grp Sat Flow(s),veh/h/ln 1660 1656 1482 0 1656 1709 1445 0 1476 1286 0 1463 Q Serve(g_s), s 8.4 16.3 0.0 0.0 42.7 43.1 19.7 0.0 0.9 0.0 0.0 1.3 Cycle Q Clear(g_c), s 8.4 16.3 0.0 0.0 42.7 43.1 23.0 0.0 0.9 3.3 0.0 1.3 Prop In Lane 1.00 1.00 0.00 0.11 0.74 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 179 2047 916 0 739 762 430 0 375 399 0 372 V/C Ratio(X) 0.80 0.48 0.00 0.00 0.98 0.98 0.79 0.00 0.05 0.14 0.00 0.07 Avail Cap(c_a), veh/h 179 2047 916 0 739 762 447 0 393 413 0 389 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 43.5 10.4 0.0 0.0 27.2 27.3 36.1 0.0 28.2 29.1 0.0 28.3 Incr Delay (d2), s/veh 20.3 0.8 0.0 0.0 27.7 28.2 9.2 0.0 0.1 0.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 7.7 0.0 0.0 25.1 26.1 10.3 0.0 0.4 1.2 0.0 0.5 LnGrp Delay(d),s/veh 63.9 11.2 0.0 0.0 54.8 55.5 45.4 0.0 28.2 29.2 0.0 28.4 LnGrp LOS E B D E D C C C
Approach Vol, veh/h 1132 1468 359 80
Approach Delay, s/veh 17.9 55.2 44.5 29.0
Approach LOS B E D C
Timer 12345678
Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 68.2 31.8 17.2 51.0 31.8
Change Period (Y+Rc), s 6.4 6.4 6.4 * 6.4 6.4
Max Green Setting (Gmax), s 60.6 26.6 10.3 * 45 26.6
Max Q Clear Time (g_c+I1), s 18.3 5.3 10.4 45.1 25.0
Green Ext Time (p_c), s 17.3 2.5 0.0 0.0 0.4
Intersection Summary
HCM 2010 Ctrl Delay 39.3
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 5: SR 41 Southbound Ramps & North Ave AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 770 20 30 260 0 0 0 0 320 0 470 Future Volume (veh/h) 0 770 20 30 260 0 0 0 0 320 0 470 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1712 1712 1712 1712 0 1900 1712 1712 Adj Flow Rate, veh/h 0 885 17 34 299 0 368 0 379
Adj No. of Lanes 011110 011
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 0 11 11 11 11 0 11 11 11
Cap, veh/h 0 866 736 61 1032 0 433 0 386
Arrive On Green 0.00 0.51 0.51 0.04 0.60 0.00 0.27 0.00 0.27 Sat Flow, veh/h 0 1712 1455 1630 1712 0 1630 0 1455
Grp Volume(v), veh/h 0 885 17 34 299 0 368 0 379
Grp Sat Flow(s),veh/h/ln 0 1712 1455 1630 1712 0 1630 0 1455 Q Serve(g_s), s 0.0 48.2 0.6 2.0 8.0 0.0 20.4 0.0 24.6
Cycle Q Clear(g_c), s 0.0 48.2 0.6 2.0 8.0 0.0 20.4 0.0 24.6 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 866 736 61 1032 0 433 0 386
V/C Ratio(X) 0.00 1.02 0.02 0.56 0.29 0.00 0.85 0.00 0.98 Avail Cap(c_a), veh/h 0 866 736 142 1118 0 433 0 386
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 23.5 11.8 45.1 9.1 0.0 33.2 0.0 34.7 Incr Delay (d2), s/veh 0.0 36.2 0.0 3.0 0.4 0.0 18.4 0.0 41.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 31.3 0.2 0.9 3.9 0.0 11.4 0.0 14.3 LnGrp Delay(d),s/veh 0.0 59.7 11.8 48.0 9.5 0.0 51.6 0.0 76.0 LnGrp LOS F B D A D E
Approach Vol, veh/h 902 333 747
Approach Delay, s/veh 58.8 13.5 64.0
Approach LOS E B E
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 9.3 55.0 31.0 64.3
Change Period (Y+Rc), s * 5.7 6.8 * 5.7 6.8
Max Green Setting (Gmax), s * 8.3 48.2 * 25 62.2
Max Q Clear Time (g_c+I1), s 4.0 50.2 26.6 10.0
Green Ext Time (p_c), s 0.0 0.0 0.0 29.9
Intersection Summary
HCM 2010 Ctrl Delay 53.1
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 6: SR 41 Northbound Ramps & North Ave AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 490 600 0 0 270 180 20 0 60 0 0 0 Future Volume (veh/h) 490 600 0 0 270 180 20 0 60 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1712 1712 0 0 1712 1712 1900 1712 1712 Adj Flow Rate, veh/h 563 690 0 0 310 87 23 0 6
Adj No. of Lanes 110011011
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 11 11 0 0 11 11 11 11 11
Cap, veh/h 606 1314 0 0 536 446 81 0 72
Arrive On Green 0.37 0.77 0.00 0.00 0.31 0.31 0.05 0.00 0.05 Sat Flow, veh/h 1630 1712 0 0 1712 1424 1630 0 1455
Grp Volume(v), veh/h 563 690 0 0 310 87 23 0 6
Grp Sat Flow(s),veh/h/ln 1630 1712 0 0 1712 1424 1630 0 1455 Q Serve(g_s), s 22.7 10.7 0.0 0.0 10.4 3.1 0.9 0.0 0.3
Cycle Q Clear(g_c), s 22.7 10.7 0.0 0.0 10.4 3.1 0.9 0.0 0.3 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 606 1314 0 0 536 446 81 0 72
V/C Ratio(X) 0.93 0.53 0.00 0.00 0.58 0.20 0.28 0.00 0.08 Avail Cap(c_a), veh/h 865 1681 0 0 630 524 245 0 219
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.6 3.1 0.0 0.0 19.7 17.2 31.3 0.0 31.0 Incr Delay (d2), s/veh 10.5 0.9 0.0 0.0 2.9 0.6 3.7 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.9 5.1 0.0 0.0 5.3 1.3 0.5 0.0 0.1 LnGrp Delay(d),s/veh 31.2 4.0 0.0 0.0 22.6 17.8 35.0 0.0 32.0 LnGrp LOS C A C B D C
Approach Vol, veh/h 1253 397 29
Approach Delay, s/veh 16.2 21.5 34.4
Approach LOS B C C
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 59.3 31.1 28.2 9.1
Change Period (Y+Rc), s 6.8 * 5.7 6.8 5.7
Max Green Setting (Gmax), s 67.2 * 36 25.2 10.3
Max Q Clear Time (g_c+I1), s 12.7 24.7 12.4 2.9
Green Ext Time (p_c), s 22.3 0.7 9.0 0.1
Intersection Summary
HCM 2010 Ctrl Delay 17.8
HCM 2010 LOS B
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 7: SR 99 Southbound Ramps & Fresno St AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 790 140 60 410 0 0 0 0 450 150 600 Future Volume (veh/h) 0 790 140 60 410 0 0 0 0 450 150 600 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1845 1900 1845 1845 0 1845 1845 1845 Adj Flow Rate, veh/h 0 859 126 65 446 0 489 163 429
Adj No. of Lanes 020120 111
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 033330 333
Cap, veh/h 0 981 144 107 1613 0 651 684 580
Arrive On Green 0.00 0.32 0.32 0.06 0.46 0.00 0.37 0.37 0.37 Sat Flow, veh/h 0 3160 450 1757 3597 0 1757 1845 1565
Grp Volume(v), veh/h 0 491 494 65 446 0 489 163 429
Grp Sat Flow(s),veh/h/ln 0 1752 1765 1757 1752 0 1757 1845 1565 Q Serve(g_s), s 0.0 18.9 18.9 2.6 5.6 0.0 17.4 4.4 17.0 Cycle Q Clear(g_c), s 0.0 18.9 18.9 2.6 5.6 0.0 17.4 4.4 17.0 Prop In Lane 0.00 0.25 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 560 564 107 1613 0 651 684 580 V/C Ratio(X) 0.00 0.88 0.88 0.61 0.28 0.00 0.75 0.24 0.74 Avail Cap(c_a), veh/h 0 596 600 204 1877 0 727 764 648
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 23.0 23.0 32.7 11.9 0.0 19.6 15.5 19.5 Incr Delay (d2), s/veh 0.0 13.3 13.2 2.1 0.1 0.0 7.2 0.7 7.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 11.2 11.3 1.3 2.7 0.0 9.7 2.4 8.5 LnGrp Delay(d),s/veh 0.0 36.3 36.2 34.8 12.0 0.0 26.9 16.3 27.1 LnGrp LOS D D C B C B C
Approach Vol, veh/h 985 511 1081
Approach Delay, s/veh 36.2 14.9 25.4
Approach LOS D B C
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 10.1 28.6 32.9 38.6
Change Period (Y+Rc), s * 5.7 * 5.7 6.4 * 5.7
Max Green Setting (Gmax), s * 8.3 * 24 29.6 * 38
Max Q Clear Time (g_c+I1), s 4.6 20.9 19.4 7.6
Green Ext Time (p_c), s 1.1 1.9 7.1 3.2
Intersection Summary
HCM 2010 Ctrl Delay 27.4
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 8: SR 99 Northbound Ramps & Fresno St AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 420 820 0 0 320 140 150 80 250 0 0 0 Future Volume (veh/h) 420 820 0 0 320 140 150 80 250 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1845 1845 0 0 1845 1845 1900 1845 1845 Adj Flow Rate, veh/h 457 891 0 0 348 60 163 87 85
Adj No. of Lanes 120021021
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 330033333
Cap, veh/h 543 2481 0 0 1148 506 248 247 221
Arrive On Green 0.31 0.71 0.00 0.00 0.33 0.33 0.14 0.14 0.14 Sat Flow, veh/h 1757 3597 0 0 3597 1546 1757 1752 1568
Grp Volume(v), veh/h 457 891 0 0 348 60 163 87 85
Grp Sat Flow(s),veh/h/ln 1757 1752 0 0 1752 1546 1757 1752 1568 Q Serve(g_s), s 19.4 8.0 0.0 0.0 5.9 2.2 7.0 3.6 3.9
Cycle Q Clear(g_c), s 19.4 8.0 0.0 0.0 5.9 2.2 7.0 3.6 3.9 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 543 2481 0 0 1148 506 248 247 221 V/C Ratio(X) 0.84 0.36 0.00 0.00 0.30 0.12 0.66 0.35 0.38 Avail Cap(c_a), veh/h 543 2481 0 0 1148 506 439 438 392 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.41 0.41 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.8 4.6 0.0 0.0 20.1 18.8 32.5 31.1 31.2 Incr Delay (d2), s/veh 5.2 0.2 0.0 0.0 0.7 0.5 6.2 1.8 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.2 3.9 0.0 0.0 3.0 1.0 3.8 1.9 1.8 LnGrp Delay(d),s/veh 31.0 4.7 0.0 0.0 20.8 19.3 38.8 32.9 33.6 LnGrp LOS C A C B D C C
Approach Vol, veh/h 1348 408 335
Approach Delay, s/veh 13.6 20.5 35.9
Approach LOS B C D
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 62.3 30.4 31.9 17.7
Change Period (Y+Rc), s * 5.7 * 5.7 * 5.7 6.4
Max Green Setting (Gmax), s * 48 * 16 * 26 20.0
Max Q Clear Time (g_c+I1), s 10.0 21.4 7.9 9.0
Green Ext Time (p_c), s 10.7 0.0 2.3 2.3
Intersection Summary
HCM 2010 Ctrl Delay 18.6
HCM 2010 LOS B
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 1: SR 41 Southbound Ramps & Jensen Ave PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1900 60 0 790 120 0 0 0 80 0 1240 Future Volume (veh/h) 0 1900 60 0 790 120 0 0 0 80 0 1240 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1827 1900 0 1827 1827 1827 1827 1827 Adj Flow Rate, veh/h 0 2043 0 0 849 0 57 0 962
Adj No. of Lanes 030021 102
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 044044 444
Cap, veh/h 0 2235 0 0 1556 696 619 0 1106
Arrive On Green 0.00 0.45 0.00 0.00 0.45 0.00 0.36 0.00 0.36 Sat Flow, veh/h 0 5316 0 0 3563 1553 1740 0 3106
Grp Volume(v), veh/h 0 2043 0 0 849 0 57 0 962
Grp Sat Flow(s),veh/h/ln 0 1663 0 0 1736 1553 1740 0 1553 Q Serve(g_s), s 0.0 24.4 0.0 0.0 11.4 0.0 1.4 0.0 18.4
Cycle Q Clear(g_c), s 0.0 24.4 0.0 0.0 11.4 0.0 1.4 0.0 18.4 Prop In Lane 0.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2235 0 0 1556 696 619 0 1106
V/C Ratio(X) 0.00 0.91 0.00 0.00 0.55 0.00 0.09 0.00 0.87 Avail Cap(c_a), veh/h 0 2235 0 0 1556 696 652 0 1163
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 16.5 0.0 0.0 12.9 0.0 13.7 0.0 19.2 Incr Delay (d2), s/veh 0.0 7.2 0.0 0.0 1.4 0.0 0.1 0.0 7.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 12.7 0.0 0.0 5.7 0.0 0.7 0.0 9.1 LnGrp Delay(d),s/veh 0.0 23.7 0.0 0.0 14.2 0.0 13.8 0.0 26.8 LnGrp LOS C B B C
Approach Vol, veh/h 2043 849 1019
Approach Delay, s/veh 23.7 14.2 26.1
Approach LOS C B C
Timer 12345678
Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 35.0 28.8 35.0
Change Period (Y+Rc), s 6.4 * 6.1 6.4
Max Green Setting (Gmax), s 28.6 * 24 28.6
Max Q Clear Time (g_c+I1), s 26.4 20.4 13.4
Green Ext Time (p_c), s 2.1 2.3 14.8
Intersection Summary
HCM 2010 Ctrl Delay 22.3
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 2: SR 41 Northbound Ramps & Jensen Ave PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 740 1240 0 860 450 50 0 110 0 0 0 Future Volume (veh/h) 0 740 1240 0 860 450 50 0 110 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1827 1827 0 1827 1900 1827 0 1827 Adj Flow Rate, veh/h 0 796 0 0 925 0 54 0 16
Adj No. of Lanes 021030101
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 044044404
Cap, veh/h 0 2167 969 0 3113 0 179 0 160
Arrive On Green 0.00 0.62 0.00 0.00 0.62 0.00 0.10 0.00 0.10 Sat Flow, veh/h 0 3563 1553 0 5316 0 1740 0 1553
Grp Volume(v), veh/h 0 796 0 0 925 0 54 0 16
Grp Sat Flow(s),veh/h/ln 0 1736 1553 0 1663 0 1740 0 1553 Q Serve(g_s), s 0.0 5.1 0.0 0.0 3.9 0.0 1.3 0.0 0.4
Cycle Q Clear(g_c), s 0.0 5.1 0.0 0.0 3.9 0.0 1.3 0.0 0.4 Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2167 969 0 3113 0 179 0 160
V/C Ratio(X) 0.00 0.37 0.00 0.00 0.30 0.00 0.30 0.00 0.10 Avail Cap(c_a), veh/h 0 2167 969 0 3113 0 908 0 810
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 4.2 0.0 0.0 4.0 0.0 19.0 0.0 18.6 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.2 0.0 1.8 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.6 0.0 0.0 1.9 0.0 0.7 0.0 0.2 LnGrp Delay(d),s/veh 0.0 4.7 0.0 0.0 4.2 0.0 20.8 0.0 19.2 LnGrp LOS A A C B
Approach Vol, veh/h 796 925 70
Approach Delay, s/veh 4.7 4.2 20.5
Approach LOS A A C
Timer 12345678
Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 35.0 35.0 10.8
Change Period (Y+Rc), s 6.4 6.4 6.1
Max Green Setting (Gmax), s 28.6 28.6 23.9
Max Q Clear Time (g_c+I1), s 7.1 5.9 3.3
Green Ext Time (p_c), s 17.0 17.8 0.3
Intersection Summary
HCM 2010 Ctrl Delay 5.1
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary Existing Plus Project 3: East Ave/SR 99 SB Off Ramp & Jensen Ave PM Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 890 50 80 790 140 60 0 320 490 110 80 Future Volume (veh/h) 0 890 50 80 790 140 60 0 320 490 110 80 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1776 1900 1776 1776 1776 1900 1776 1776 1776 1776 1776 Adj Flow Rate, veh/h 0 967 51 87 859 0 65 0 53 619 0 22 Adj No. of Lanes 020121011201
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 077777777777
Cap, veh/h 0 1066 56 104 1561 698 148 0 132 768 0 342
Arrive On Green 0.00 0.33 0.33 0.06 0.46 0.00 0.09 0.00 0.09 0.23 0.00 0.23 Sat Flow, veh/h 0 3349 172 1691 3374 1509 1691 0 1509 3382 0 1505 Grp Volume(v), veh/h 0 500 518 87 859 0 65 0 53 619 0 22 Grp Sat Flow(s),veh/h/ln 0 1687 1745 1691 1687 1509 1691 0 1509 1691 0 1505 Q Serve(g_s), s 0.0 24.5 24.5 4.4 15.8 0.0 3.1 0.0 2.9 14.9 0.0 1.0 Cycle Q Clear(g_c), s 0.0 24.5 24.5 4.4 15.8 0.0 3.1 0.0 2.9 14.9 0.0 1.0 Prop In Lane 0.00 0.10 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 552 571 104 1561 698 148 0 132 768 0 342 V/C Ratio(X) 0.00 0.91 0.91 0.84 0.55 0.00 0.44 0.00 0.40 0.81 0.00 0.06 Avail Cap(c_a), veh/h 0 560 579 379 1561 698 463 0 413 926 0 412 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 27.8 27.8 40.0 16.7 0.0 37.3 0.0 37.2 31.5 0.0 26.1 Incr Delay (d2), s/veh 0.0 19.8 19.3 6.5 0.9 0.0 2.1 0.0 2.0 5.6 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 14.4 14.8 2.2 7.5 0.0 1.5 0.0 1.3 7.6 0.0 0.4 LnGrp Delay(d),s/veh 0.0 47.5 47.1 46.5 17.6 0.0 39.4 0.0 39.2 37.1 0.0 26.3 LnGrp LOS D D D B D D D C
Approach Vol, veh/h 1018 946 118 641
Approach Delay, s/veh 47.3 20.2 39.3 36.8
Approach LOS DCDD
Timer 12345678
Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 11.7 34.6 26.0 46.3 13.9
Change Period (Y+Rc), s 6.4 * 6.4 6.4 6.4 6.4
Max Green Setting (Gmax), s 19.3 * 29 23.6 28.6 23.6
Max Q Clear Time (g_c+I1), s 6.4 26.5 16.9 17.8 5.1
Green Ext Time (p_c), s 0.7 1.7 2.6 6.8 0.4
Intersection Summary
HCM 2010 Ctrl Delay 35.1
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 4: SR 99 NB Off Ramp/East Ave & Jensen Ave PM Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 90 1080 240 0 1100 60 320 50 140 50 0 290 Future Volume (veh/h) 90 1080 240 0 1100 60 320 50 140 50 0 290 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1776 1776 1776 0 1776 1900 1900 1776 1776 1900 1776 1776 Adj Flow Rate, veh/h 98 1174 0 0 1196 61 348 54 51 54 0 53 Adj No. of Lanes 121020011011
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 777077777777
Cap, veh/h 162 1943 869 0 1357 69 430 56 444 522 0 447
Arrive On Green 0.10 0.58 0.00 0.00 0.42 0.42 0.30 0.30 0.30 0.30 0.00 0.30 Sat Flow, veh/h 1691 3374 1509 0 3351 166 1227 190 1499 1522 0 1509 Grp Volume(v), veh/h 98 1174 0 0 618 639 402 0 51 54 0 53 Grp Sat Flow(s),veh/h/ln 1691 1687 1509 0 1687 1742 1418 0 1499 1522 0 1509 Q Serve(g_s), s 5.6 22.6 0.0 0.0 33.8 33.8 25.2 0.0 2.5 0.0 0.0 2.6 Cycle Q Clear(g_c), s 5.6 22.6 0.0 0.0 33.8 33.8 27.8 0.0 2.5 2.6 0.0 2.6 Prop In Lane 1.00 1.00 0.00 0.10 0.87 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 162 1943 869 0 702 725 487 0 444 522 0 447 V/C Ratio(X) 0.60 0.60 0.00 0.00 0.88 0.88 0.83 0.00 0.11 0.10 0.00 0.12 Avail Cap(c_a), veh/h 174 1943 869 0 702 725 487 0 444 522 0 447 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 43.4 13.8 0.0 0.0 26.9 26.9 34.3 0.0 25.7 25.7 0.0 25.7 Incr Delay (d2), s/veh 3.2 1.4 0.0 0.0 14.8 14.6 11.1 0.0 0.1 0.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 10.8 0.0 0.0 18.5 19.1 12.3 0.0 1.0 1.1 0.0 1.1 LnGrp Delay(d),s/veh 46.6 15.2 0.0 0.0 41.7 41.5 45.5 0.0 25.8 25.8 0.0 25.8 LnGrp LOS D B D D D C C C
Approach Vol, veh/h 1272 1257 453 107
Approach Delay, s/veh 17.6 41.6 43.2 25.8
Approach LOS B D D C
Timer 12345678
Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 64.0 36.0 16.0 48.0 36.0
Change Period (Y+Rc), s 6.4 6.4 6.4 * 6.4 6.4
Max Green Setting (Gmax), s 57.6 29.6 10.3 * 42 29.6
Max Q Clear Time (g_c+I1), s 24.6 4.6 7.6 35.8 29.8
Green Ext Time (p_c), s 18.9 3.3 2.3 4.8 0.0
Intersection Summary
HCM 2010 Ctrl Delay 31.4
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 5: SR 41 Southbound Ramps & North Ave PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 850 10 50 350 0 0 0 0 90 0 430 Future Volume (veh/h) 0 850 10 50 350 0 0 0 0 90 0 430
Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1743 1743 1743 1743 0 1900 1743 1743 Adj Flow Rate, veh/h 0 904 5 53 372 0 96 0 327
Adj No. of Lanes 011110 011
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 099990 999
Cap, veh/h 0 895 745 79 1084 0 407 0 363
Arrive On Green 0.00 0.51 0.51 0.05 0.62 0.00 0.25 0.00 0.25 Sat Flow, veh/h 0 1743 1451 1660 1743 0 1660 0 1482
Grp Volume(v), veh/h 0 904 5 53 372 0 96 0 327
Grp Sat Flow(s),veh/h/ln 0 1743 1451 1660 1743 0 1660 0 1482 Q Serve(g_s), s 0.0 48.2 0.2 2.9 9.6 0.0 4.4 0.0 20.1
Cycle Q Clear(g_c), s 0.0 48.2 0.2 2.9 9.6 0.0 4.4 0.0 20.1 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 895 745 79 1084 0 407 0 363
V/C Ratio(X) 0.00 1.01 0.01 0.67 0.34 0.00 0.24 0.00 0.90 Avail Cap(c_a), veh/h 0 895 745 164 1173 0 430 0 383
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 22.8 11.2 44.0 8.5 0.0 28.4 0.0 34.3 Incr Delay (d2), s/veh 0.0 32.7 0.0 3.6 0.5 0.0 1.3 0.0 27.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 31.0 0.1 1.4 4.7 0.0 2.2 0.0 11.0 LnGrp Delay(d),s/veh 0.0 55.5 11.2 47.5 9.1 0.0 29.8 0.0 62.0 LnGrp LOS F B D A C E
Approach Vol, veh/h 909 425 423
Approach Delay, s/veh 55.3 13.9 54.7
Approach LOS E B D
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 10.2 55.0 28.7 65.2
Change Period (Y+Rc), s * 5.7 6.8 * 5.7 6.8
Max Green Setting (Gmax), s * 9.3 48.2 * 24 63.2
Max Q Clear Time (g_c+I1), s 4.9 50.2 22.1 11.6
Green Ext Time (p_c), s 0.0 0.0 0.9 32.0
Intersection Summary
HCM 2010 Ctrl Delay 45.1
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 6: SR 41 Northbound Ramps & North Ave PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 620 320 0 0 380 270 20 0 40 0 0 0 Future Volume (veh/h) 620 320 0 0 380 270 20 0 40 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1743 1743 0 0 1743 1743 1900 1743 1743 Adj Flow Rate, veh/h 660 340 0 0 404 124 21 0 7
Adj No. of Lanes 110011011
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 990099999
Cap, veh/h 697 1368 0 0 502 418 78 0 70
Arrive On Green 0.42 0.78 0.00 0.00 0.29 0.29 0.05 0.00 0.05 Sat Flow, veh/h 1660 1743 0 0 1743 1450 1660 0 1482
Grp Volume(v), veh/h 660 340 0 0 404 124 21 0 7
Grp Sat Flow(s),veh/h/ln 1660 1743 0 0 1743 1450 1660 0 1482 Q Serve(g_s), s 28.5 3.9 0.0 0.0 16.0 5.0 0.9 0.0 0.3
Cycle Q Clear(g_c), s 28.5 3.9 0.0 0.0 16.0 5.0 0.9 0.0 0.3 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 697 1368 0 0 502 418 78 0 70
V/C Ratio(X) 0.95 0.25 0.00 0.00 0.80 0.30 0.27 0.00 0.10 Avail Cap(c_a), veh/h 854 1574 0 0 543 452 230 0 205
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.8 2.1 0.0 0.0 24.6 20.6 34.2 0.0 33.9 Incr Delay (d2), s/veh 15.9 0.3 0.0 0.0 10.7 1.1 3.5 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 16.1 1.9 0.0 0.0 9.1 2.1 0.5 0.0 0.2 LnGrp Delay(d),s/veh 36.7 2.4 0.0 0.0 35.2 21.8 37.7 0.0 35.1 LnGrp LOS D A D C D D
Approach Vol, veh/h 1000 528 28
Approach Delay, s/veh 25.1 32.0 37.1
Approach LOS C C D
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 65.2 37.0 28.2 9.2
Change Period (Y+Rc), s 6.8 * 5.7 6.8 5.7
Max Green Setting (Gmax), s 67.2 * 38 23.2 10.3
Max Q Clear Time (g_c+I1), s 5.9 30.5 18.0 2.9
Green Ext Time (p_c), s 15.2 0.8 3.5 0.0
Intersection Summary
HCM 2010 Ctrl Delay 27.6
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 7: SR 99 Southbound Ramps & Fresno St PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 990 140 150 680 0 0 0 0 140 230 390 Future Volume (veh/h) 0 990 140 150 680 0 0 0 0 140 230 390 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1900 1863 1863 0 1863 1863 1863 Adj Flow Rate, veh/h 0 1053 123 160 723 0 149 245 247
Adj No. of Lanes 020120 111
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 022220 222
Cap, veh/h 0 1186 138 233 2066 0 433 455 386
Arrive On Green 0.00 0.37 0.37 0.13 0.58 0.00 0.24 0.24 0.24 Sat Flow, veh/h 0 3287 373 1774 3632 0 1774 1863 1581
Grp Volume(v), veh/h 0 583 593 160 723 0 149 245 247
Grp Sat Flow(s),veh/h/ln 0 1770 1797 1774 1770 0 1774 1863 1581 Q Serve(g_s), s 0.0 21.7 21.7 6.1 7.5 0.0 4.9 8.0 9.8
Cycle Q Clear(g_c), s 0.0 21.7 21.7 6.1 7.5 0.0 4.9 8.0 9.8 Prop In Lane 0.00 0.21 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 657 667 233 2066 0 433 455 386 V/C Ratio(X) 0.00 0.89 0.89 0.69 0.35 0.00 0.34 0.54 0.64 Avail Cap(c_a), veh/h 0 688 698 285 2232 0 596 626 531
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 20.7 20.7 29.1 7.7 0.0 21.9 23.1 23.8 Incr Delay (d2), s/veh 0.0 13.0 13.0 3.2 0.1 0.0 1.9 4.0 7.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 12.9 13.1 3.2 3.6 0.0 2.6 4.6 5.0 LnGrp Delay(d),s/veh 0.0 33.7 33.7 32.3 7.8 0.0 23.8 27.1 30.8 LnGrp LOS C C C A C C C
Approach Vol, veh/h 1176 883 641
Approach Delay, s/veh 33.7 12.2 27.8
Approach LOS C B C
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 14.9 31.8 23.5 46.7
Change Period (Y+Rc), s * 5.7 * 5.7 6.4 * 5.7
Max Green Setting (Gmax), s * 11 * 27 23.6 * 44
Max Q Clear Time (g_c+I1), s 8.1 23.7 11.8 9.5
Green Ext Time (p_c), s 1.6 2.3 5.3 5.8
Intersection Summary
HCM 2010 Ctrl Delay 25.3
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Existing Plus Project 8: SR 99 Northbound Ramps & Fresno St PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 580 550 0 0 610 450 220 100 190 0 0 0 Future Volume (veh/h) 580 550 0 0 610 450 220 100 190 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 0 0 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 617 585 0 0 649 188 234 106 32
Adj No. of Lanes 120021021
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 220022222
Cap, veh/h 597 2430 0 0 987 434 287 287 256
Arrive On Green 0.34 0.69 0.00 0.00 0.28 0.28 0.16 0.16 0.16 Sat Flow, veh/h 1774 3632 0 0 3632 1558 1774 1770 1577
Grp Volume(v), veh/h 617 585 0 0 649 188 234 106 32
Grp Sat Flow(s),veh/h/ln 1774 1770 0 0 1770 1558 1774 1770 1577 Q Serve(g_s), s 26.9 5.0 0.0 0.0 13.0 7.9 10.2 4.3 1.4
Cycle Q Clear(g_c), s 26.9 5.0 0.0 0.0 13.0 7.9 10.2 4.3 1.4 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 597 2430 0 0 987 434 287 287 256 V/C Ratio(X) 1.03 0.24 0.00 0.00 0.66 0.43 0.81 0.37 0.13 Avail Cap(c_a), veh/h 597 2430 0 0 987 434 324 323 288
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.35 0.35 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.5 4.7 0.0 0.0 25.5 23.7 32.4 29.9 28.7 Incr Delay (d2), s/veh 30.8 0.1 0.0 0.0 3.4 3.1 16.1 1.7 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 18.2 2.4 0.0 0.0 6.8 3.8 6.3 2.2 0.6 LnGrp Delay(d),s/veh 57.3 4.8 0.0 0.0 28.9 26.8 48.5 31.6 29.1 LnGrp LOS F A CCDCC
Approach Vol, veh/h 1202 837 372
Approach Delay, s/veh 31.7 28.4 42.0
Approach LOS C C D
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 60.6 32.6 28.0 19.4
Change Period (Y+Rc), s * 5.7 * 5.7 * 5.7 6.4
Max Green Setting (Gmax), s * 53 * 25 * 22 14.6
Max Q Clear Time (g_c+I1), s 7.0 28.9 15.0 12.2
Green Ext Time (p_c), s 8.6 0.0 3.0 0.8
Intersection Summary
HCM 2010 Ctrl Delay 32.2
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 1: SR 41 Southbound Ramps & Jensen Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1900 100 0 670 120 0 0 0 240 0 1370 Future Volume (veh/h) 0 1900 100 0 670 120 0 0 0 240 0 1370 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1810 1900 0 1810 1810 1810 1810 1810 Adj Flow Rate, veh/h 0 2065 0 0 728 0 174 0 1150
Adj No. of Lanes 030021 102
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 055055 555
Cap, veh/h 0 2249 0 0 1565 700 755 0 1349
Arrive On Green 0.00 0.46 0.00 0.00 0.46 0.00 0.44 0.00 0.44 Sat Flow, veh/h 0 5266 0 0 3529 1538 1723 0 3076
Grp Volume(v), veh/h 0 2065 0 0 728 0 174 0 1150
Grp Sat Flow(s),veh/h/ln 0 1647 0 0 1719 1538 1723 0 1538 Q Serve(g_s), s 0.0 46.0 0.0 0.0 17.2 0.0 7.4 0.0 39.4
Cycle Q Clear(g_c), s 0.0 46.0 0.0 0.0 17.2 0.0 7.4 0.0 39.4 Prop In Lane 0.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2249 0 0 1565 700 755 0 1349
V/C Ratio(X) 0.00 0.92 0.00 0.00 0.47 0.00 0.23 0.00 0.85 Avail Cap(c_a), veh/h 0 2252 0 0 1568 701 863 0 1541
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 30.0 0.0 0.0 22.1 0.0 20.6 0.0 29.6 Incr Delay (d2), s/veh 0.0 6.8 0.0 0.0 0.3 0.0 0.3 0.0 5.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 22.3 0.0 0.0 8.3 0.0 3.6 0.0 17.5 LnGrp Delay(d),s/veh 0.0 36.8 0.0 0.0 22.5 0.0 20.9 0.0 34.6 LnGrp LOS D C C C
Approach Vol, veh/h 2065 728 1324
Approach Delay, s/veh 36.8 22.5 32.8
Approach LOS D C C
Timer 12345678
Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 59.9 57.6 59.9
Change Period (Y+Rc), s 6.4 * 6.1 6.4
Max Green Setting (Gmax), s 53.6 * 59 53.6
Max Q Clear Time (g_c+I1), s 48.0 41.4 19.2
Green Ext Time (p_c), s 5.5 10.1 32.5
Intersection Summary
HCM 2010 Ctrl Delay 33.0
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 2: SR 99 Northbound Ramps & Jensen Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1020 1120 0 740 230 50 0 90 0 0 0 Future Volume (veh/h) 0 1020 1120 0 740 230 50 0 90 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1810 1810 0 1810 1900 1810 0 1810 Adj Flow Rate, veh/h 0 1109 0 0 804 0 54 0 7
Adj No. of Lanes 021030101
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 055055505
Cap, veh/h 0 2261 1011 0 3248 0 158 0 141
Arrive On Green 0.00 0.66 0.00 0.00 0.66 0.00 0.09 0.00 0.09 Sat Flow, veh/h 0 3529 1538 0 5266 0 1723 0 1538
Grp Volume(v), veh/h 0 1109 0 0 804 0 54 0 7
Grp Sat Flow(s),veh/h/ln 0 1719 1538 0 1647 0 1723 0 1538 Q Serve(g_s), s 0.0 8.1 0.0 0.0 3.3 0.0 1.5 0.0 0.2
Cycle Q Clear(g_c), s 0.0 8.1 0.0 0.0 3.3 0.0 1.5 0.0 0.2 Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2261 1011 0 3248 0 158 0 141
V/C Ratio(X) 0.00 0.49 0.00 0.00 0.25 0.00 0.34 0.00 0.05 Avail Cap(c_a), veh/h 0 2664 1192 0 3828 0 481 0 429
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 4.3 0.0 0.0 3.5 0.0 21.2 0.0 20.6 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.0 0.1 0.0 2.5 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.8 0.0 0.0 1.5 0.0 0.8 0.0 0.1 LnGrp Delay(d),s/veh 0.0 4.5 0.0 0.0 3.6 0.0 23.7 0.0 20.9 LnGrp LOS A A C C
Approach Vol, veh/h 1109 804 61
Approach Delay, s/veh 4.5 3.6 23.4
Approach LOS A A C
Timer 12345678
Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 39.2 39.2 10.7
Change Period (Y+Rc), s 6.4 6.4 6.1
Max Green Setting (Gmax), s 38.6 38.6 13.9
Max Q Clear Time (g_c+I1), s 10.1 5.3 3.5
Green Ext Time (p_c), s 22.6 25.6 0.2
Intersection Summary
HCM 2010 Ctrl Delay 4.7
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary Cumulative Conditions 3: East Ave/SR 99 SB Off Ramp & Jensen Ave A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 810 80 180 850 90 40 0 180 860 470 150 Future Volume (veh/h) 0 810 80 180 850 90 40 0 180 860 470 150 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1743 1900 1743 1743 1743 1900 1743 1743 1743 1743 1743 Adj Flow Rate, veh/h 0 890 83 198 934 0 44 0 64 730 816 30 Adj No. of Lanes 020121011111
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 099999999999
Cap, veh/h 0 786 73 213 1416 633 92 0 82 647 679 577
Arrive On Green 0.00 0.26 0.26 0.13 0.43 0.00 0.06 0.00 0.06 0.39 0.39 0.39 Sat Flow, veh/h 0 3150 286 1660 3312 1482 1660 0 1482 1660 1743 1481 Grp Volume(v), veh/h 0 481 492 198 934 0 44 0 64 730 816 30 Grp Sat Flow(s),veh/h/ln 0 1656 1693 1660 1656 1482 1660 0 1482 1660 1743 1481 Q Serve(g_s), s 0.0 38.6 38.6 17.8 33.8 0.0 3.9 0.0 6.4 58.6 58.6 1.9 Cycle Q Clear(g_c), s 0.0 38.6 38.6 17.8 33.8 0.0 3.9 0.0 6.4 58.6 58.6 1.9 Prop In Lane 0.00 0.17 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 425 434 213 1416 633 92 0 82 647 679 577 V/C Ratio(X) 0.00 1.13 1.13 0.93 0.66 0.00 0.48 0.00 0.78 1.13 1.20 0.05 Avail Cap(c_a), veh/h 0 425 434 213 1416 633 95 0 85 647 679 577 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 55.9 55.9 64.9 34.3 0.0 68.9 0.0 70.1 45.9 45.9 28.6 Incr Delay (d2), s/veh 0.0 85.0 84.5 41.9 1.8 0.0 3.8 0.0 35.4 76.5 104.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 27.6 28.2 10.6 15.8 0.0 1.9 0.0 3.4 40.5 47.8 0.8 LnGrp Delay(d),s/veh 0.0 140.9 140.5 106.7 36.1 0.0 72.8 0.0 105.5 122.4 150.4 28.7 LnGrp LOS F F F D E F F F C
Approach Vol, veh/h 973 1132 108 1576
Approach Delay, s/veh 140.7 48.5 92.2 135.1
Approach LOS F D F F
Timer 12345678
Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 25.7 45.0 65.0 70.7 14.7
Change Period (Y+Rc), s 6.4 * 6.4 6.4 6.4 6.4
Max Green Setting (Gmax), s 19.3 * 39 58.6 63.6 8.6
Max Q Clear Time (g_c+I1), s 19.8 40.6 60.6 35.8 8.4
Green Ext Time (p_c), s 0.0 0.0 0.0 14.1 0.0
Intersection Summary
HCM 2010 Ctrl Delay 109.4
HCM 2010 LOS F
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 4: SR 99 NB Off Ramp/East Ave & Jensen Ave A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 130 1300 110 0 1940 80 230 80 100 50 0 150 Future Volume (veh/h) 130 1300 110 0 1940 80 230 80 100 50 0 150 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1743 1743 1743 0 1743 1900 1900 1743 1743 1900 1743 1743 Adj Flow Rate, veh/h 143 1429 0 0 2132 83 253 88 18 55 0 25 Adj No. of Lanes 121020011011
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 999099999999
Cap, veh/h 103 2287 1023 0 1920 74 283 84 331 338 0 328 Arrive On Green 0.06 0.69 0.00 0.00 0.59 0.59 0.22 0.22 0.22 0.22 0.00 0.22 Sat Flow, veh/h 1660 3312 1482 0 3338 126 1076 374 1476 1293 0 1462 Grp Volume(v), veh/h 143 1429 0 0 1079 1136 341 0 18 55 0 25 Grp Sat Flow(s),veh/h/ln 1660 1656 1482 0 1656 1721 1451 0 1476 1293 0 1462 Q Serve(g_s), s 9.3 35.2 0.0 0.0 88.6 88.6 28.4 0.0 1.4 0.0 0.0 2.0 Cycle Q Clear(g_c), s 9.3 35.2 0.0 0.0 88.6 88.6 33.6 0.0 1.4 5.2 0.0 2.0 Prop In Lane 1.00 1.00 0.00 0.07 0.74 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 103 2287 1023 0 978 1016 367 0 331 338 0 328 V/C Ratio(X) 1.39 0.62 0.00 0.00 1.10 1.12 0.93 0.00 0.05 0.16 0.00 0.08 Avail Cap(c_a), veh/h 103 2287 1023 0 978 1016 367 0 331 338 0 328 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 70.3 12.6 0.0 0.0 30.7 30.7 58.6 0.0 45.7 47.2 0.0 45.9 Incr Delay (d2), s/veh 224.0 1.3 0.0 0.0 61.3 66.4 29.7 0.0 0.1 0.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.7 16.3 0.0 0.0 56.9 60.5 17.1 0.0 0.6 1.9 0.0 0.8 LnGrp Delay(d),s/veh 294.4 13.9 0.0 0.0 92.0 97.1 88.3 0.0 45.8 47.4 0.0 46.0 LnGrp LOS F B F F F D D D
Approach Vol, veh/h 1572 2215 359 80
Approach Delay, s/veh 39.4 94.6 86.2 47.0
Approach LOS D F F D
Timer 12345678
Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 110.0 40.0 15.0 95.0 40.0
Change Period (Y+Rc), s 6.4 6.4 * 5.7 6.4 6.4
Max Green Setting (Gmax), s 103.6 33.6 * 9.3 88.6 33.6
Max Q Clear Time (g_c+I1), s 37.2 7.2 11.3 90.6 35.6
Green Ext Time (p_c), s 66.0 2.7 0.0 0.0 0.0
Intersection Summary
HCM 2010 Ctrl Delay 72.5
HCM 2010 LOS E
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 5: SR 41 Southbound Ramps & North Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1460 30 40 570 0 0 0 0 660 0 570 Future Volume (veh/h) 0 1460 30 40 570 0 0 0 0 660 0 570 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1712 1712 1712 1712 0 1900 1712 1712 Adj Flow Rate, veh/h 0 1678 28 46 655 0 759 0 494
Adj No. of Lanes 021120 011
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 0 11 11 11 11 0 11 11 11
Cap, veh/h 0 1409 630 58 1651 0 663 0 592
Arrive On Green 0.00 0.43 0.43 0.04 0.51 0.00 0.41 0.00 0.41 Sat Flow, veh/h 0 3338 1455 1630 3338 0 1630 0 1455
Grp Volume(v), veh/h 0 1678 28 46 655 0 759 0 494
Grp Sat Flow(s),veh/h/ln 0 1626 1455 1630 1626 0 1630 0 1455 Q Serve(g_s), s 0.0 63.2 1.6 4.1 18.1 0.0 59.3 0.0 44.5 Cycle Q Clear(g_c), s 0.0 63.2 1.6 4.1 18.1 0.0 59.3 0.0 44.5 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1409 630 58 1651 0 663 0 592
V/C Ratio(X) 0.00 1.19 0.04 0.80 0.40 0.00 1.15 0.00 0.84 Avail Cap(c_a), veh/h 0 1409 630 104 1744 0 663 0 592
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 41.3 23.9 69.8 22.1 0.0 43.3 0.0 38.9 Incr Delay (d2), s/veh 0.0 93.1 0.1 9.1 0.5 0.0 82.3 0.0 13.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 46.4 0.7 2.0 8.2 0.0 41.7 0.0 20.0 LnGrp Delay(d),s/veh 0.0 134.5 24.0 78.9 22.6 0.0 125.6 0.0 51.9 LnGrp LOS F C E C F D
Approach Vol, veh/h 1706 701 1253
Approach Delay, s/veh 132.7 26.3 96.5
Approach LOS F C F
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 10.8 70.0 65.0 80.8
Change Period (Y+Rc), s * 5.7 6.8 * 5.7 6.8
Max Green Setting (Gmax), s * 9.3 63.2 * 59 78.2
Max Q Clear Time (g_c+I1), s 6.1 65.2 61.3 20.1
Green Ext Time (p_c), s 0.0 0.0 0.0 53.8
Intersection Summary
HCM 2010 Ctrl Delay 99.9
HCM 2010 LOS F
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 6: SR 41 Northbound Ramps & North Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 690 1430 0 0 580 330 30 0 70 0 0 0 Future Volume (veh/h) 690 1430 0 0 580 330 30 0 70 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1712 1712 0 0 1712 1712 1900 1712 1712 Adj Flow Rate, veh/h 793 1644 0 0 667 259 34 0 17
Adj No. of Lanes 120021011
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 11 11 0 0 11 11 11 11 11
Cap, veh/h 814 2766 0 0 997 436 85 0 76
Arrive On Green 0.50 0.85 0.00 0.00 0.31 0.31 0.05 0.00 0.05 Sat Flow, veh/h 1630 3338 0 0 3338 1424 1630 0 1455
Grp Volume(v), veh/h 793 1644 0 0 667 259 34 0 17
Grp Sat Flow(s),veh/h/ln 1630 1626 0 0 1626 1424 1630 0 1455 Q Serve(g_s), s 60.9 19.6 0.0 0.0 23.0 19.8 2.6 0.0 1.4 Cycle Q Clear(g_c), s 60.9 19.6 0.0 0.0 23.0 19.8 2.6 0.0 1.4 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 814 2766 0 0 997 436 85 0 76
V/C Ratio(X) 0.97 0.59 0.00 0.00 0.67 0.59 0.40 0.00 0.22 Avail Cap(c_a), veh/h 1045 3121 0 0 997 436 182 0 162
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 31.3 2.9 0.0 0.0 38.8 37.7 58.9 0.0 58.3 Incr Delay (d2), s/veh 18.0 0.6 0.0 0.0 2.7 4.1 5.8 0.0 2.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 31.4 8.9 0.0 0.0 10.7 8.3 1.3 0.0 0.6 LnGrp Delay(d),s/veh 49.3 3.5 0.0 0.0 41.5 41.9 64.7 0.0 61.2 LnGrp LOS D A D D E E
Approach Vol, veh/h 2437 926 51
Approach Delay, s/veh 18.4 41.6 63.5
Approach LOS B D E
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 116.0 69.8 46.1 12.4
Change Period (Y+Rc), s 6.8 * 5.7 6.8 5.7
Max Green Setting (Gmax), s 123.2 * 82 35.2 14.3
Max Q Clear Time (g_c+I1), s 21.6 62.9 25.0 4.6
Green Ext Time (p_c), s 87.5 1.3 10.1 0.2
Intersection Summary
HCM 2010 Ctrl Delay 25.4
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 7: SR 41 Southbound Ramps & Fresno St A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1190 140 290 770 0 0 0 0 450 300 600 Future Volume (veh/h) 0 1190 140 290 770 0 0 0 0 450 300 600 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1845 1900 1845 1845 0 1845 1845 1845 Adj Flow Rate, veh/h 0 1293 126 315 837 0 489 326 429
Adj No. of Lanes 020120 111
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 033330 333
Cap, veh/h 0 1348 131 269 2167 0 493 518 439
Arrive On Green 0.00 0.42 0.42 0.15 0.62 0.00 0.28 0.28 0.28 Sat Flow, veh/h 0 3320 314 1757 3597 0 1757 1845 1565
Grp Volume(v), veh/h 0 700 719 315 837 0 489 326 429
Grp Sat Flow(s),veh/h/ln 0 1752 1789 1757 1752 0 1757 1845 1565 Q Serve(g_s), s 0.0 46.3 46.8 18.3 14.3 0.0 33.2 18.5 32.5 Cycle Q Clear(g_c), s 0.0 46.3 46.8 18.3 14.3 0.0 33.2 18.5 32.5 Prop In Lane 0.00 0.18 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 732 747 269 2167 0 493 518 439 V/C Ratio(X) 0.00 0.96 0.96 1.17 0.39 0.00 0.99 0.63 0.98 Avail Cap(c_a), veh/h 0 736 752 269 2176 0 493 518 439
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 33.8 33.9 50.7 11.5 0.0 42.9 37.6 42.7 Incr Delay (d2), s/veh 0.0 22.9 23.8 109.9 0.1 0.0 38.5 5.2 37.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 27.0 28.1 17.0 6.9 0.0 21.3 10.2 18.6 LnGrp Delay(d),s/veh 0.0 56.7 57.7 160.6 11.6 0.0 81.4 42.8 80.1 LnGrp LOS E E F B F D F
Approach Vol, veh/h 1419 1152 1244
Approach Delay, s/veh 57.2 52.3 70.8
Approach LOS E D E
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 24.0 55.7 40.0 79.7
Change Period (Y+Rc), s * 5.7 * 5.7 6.4 * 5.7
Max Green Setting (Gmax), s * 18 * 50 33.6 * 74
Max Q Clear Time (g_c+I1), s 20.3 48.8 35.2 16.3
Green Ext Time (p_c), s 0.0 1.2 0.0 7.6
Intersection Summary
HCM 2010 Ctrl Delay 60.2
HCM 2010 LOS E
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 8: SR 99 Northbound Ramps & Fresno St A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 460 1180 0 0 830 280 230 250 470 0 0 0 Future Volume (veh/h) 460 1180 0 0 830 280 230 250 470 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1845 1845 0 0 1845 1845 1900 1845 1845 Adj Flow Rate, veh/h 500 1283 0 0 902 212 250 272 324
Adj No. of Lanes 120021021
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 330033333
Cap, veh/h 532 2230 0 0 978 431 400 474 390
Arrive On Green 0.30 0.64 0.00 0.00 0.28 0.28 0.25 0.25 0.25 Sat Flow, veh/h 1757 3597 0 0 3597 1545 1608 1909 1568
Grp Volume(v), veh/h 500 1283 0 0 902 212 274 248 324
Grp Sat Flow(s),veh/h/ln 1757 1752 0 0 1752 1545 1764 1752 1568 Q Serve(g_s), s 29.1 22.1 0.0 0.0 26.2 12.0 14.5 13.0 20.6 Cycle Q Clear(g_c), s 29.1 22.1 0.0 0.0 26.2 12.0 14.5 13.0 20.6 Prop In Lane 1.00 0.00 0.00 1.00 0.91 1.00
Lane Grp Cap(c), veh/h 532 2230 0 0 978 431 438 435 390 V/C Ratio(X) 0.94 0.58 0.00 0.00 0.92 0.49 0.63 0.57 0.83 Avail Cap(c_a), veh/h 532 2230 0 0 978 431 481 477 427
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.10 0.10 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.7 11.0 0.0 0.0 36.7 31.6 35.1 34.5 37.4 Incr Delay (d2), s/veh 4.2 0.1 0.0 0.0 15.2 4.0 3.6 2.6 14.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.6 10.5 0.0 0.0 14.7 5.6 7.5 6.6 10.4 LnGrp Delay(d),s/veh 39.8 11.1 0.0 0.0 52.0 35.6 38.7 37.1 51.6 LnGrp LOS D B DDDDD
Approach Vol, veh/h 1783 1114 846
Approach Delay, s/veh 19.1 48.8 43.2
Approach LOS B D D
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 72.5 37.5 35.0 32.5
Change Period (Y+Rc), s * 5.7 * 5.7 * 5.7 6.4
Max Green Setting (Gmax), s * 64 * 29 * 29 28.6
Max Q Clear Time (g_c+I1), s 24.1 31.1 28.2 22.6
Green Ext Time (p_c), s 17.4 0.0 0.7 3.5
Intersection Summary
HCM 2010 Ctrl Delay 33.4
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 1: SR 41 Southbound Ramps & Jensen Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1980 90 0 900 120 0 0 0 90 0 1420 Future Volume (veh/h) 0 1980 90 0 900 120 0 0 0 90 0 1420 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1827 1900 0 1827 1827 1827 1827 1827 Adj Flow Rate, veh/h 0 2129 0 0 968 0 65 0 1159
Adj No. of Lanes 030021 102
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 044044 444
Cap, veh/h 0 2334 0 0 1624 727 758 0 1352
Arrive On Green 0.00 0.47 0.00 0.00 0.47 0.00 0.44 0.00 0.44 Sat Flow, veh/h 0 5316 0 0 3563 1553 1740 0 3106
Grp Volume(v), veh/h 0 2129 0 0 968 0 65 0 1159
Grp Sat Flow(s),veh/h/ln 0 1663 0 0 1736 1553 1740 0 1553 Q Serve(g_s), s 0.0 51.3 0.0 0.0 26.6 0.0 2.8 0.0 43.5
Cycle Q Clear(g_c), s 0.0 51.3 0.0 0.0 26.6 0.0 2.8 0.0 43.5 Prop In Lane 0.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2334 0 0 1624 727 758 0 1352
V/C Ratio(X) 0.00 0.91 0.00 0.00 0.60 0.00 0.09 0.00 0.86 Avail Cap(c_a), veh/h 0 2337 0 0 1626 728 900 0 1606
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 31.9 0.0 0.0 25.4 0.0 21.4 0.0 32.9 Incr Delay (d2), s/veh 0.0 6.2 0.0 0.0 0.7 0.0 0.1 0.0 4.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 24.8 0.0 0.0 12.9 0.0 1.4 0.0 19.6 LnGrp Delay(d),s/veh 0.0 38.2 0.0 0.0 26.1 0.0 21.5 0.0 37.8 LnGrp LOS D C C D
Approach Vol, veh/h 2129 968 1224
Approach Delay, s/veh 38.2 26.1 37.0
Approach LOS D C D
Timer 12345678
Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 66.9 62.4 66.9
Change Period (Y+Rc), s 6.4 * 6.1 6.4
Max Green Setting (Gmax), s 60.6 * 67 60.6
Max Q Clear Time (g_c+I1), s 53.3 45.5 28.6
Green Ext Time (p_c), s 7.3 10.8 31.0
Intersection Summary
HCM 2010 Ctrl Delay 35.1
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 2: SR 41 Northbound Ramps & Jensen Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 820 1250 0 970 450 50 0 110 0 0 0 Future Volume (veh/h) 0 820 1250 0 970 450 50 0 110 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1827 1827 0 1827 1900 1827 0 1827 Adj Flow Rate, veh/h 0 882 0 0 1043 0 54 0 16
Adj No. of Lanes 021030101
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 044044404
Cap, veh/h 0 2258 1010 0 3245 0 173 0 154
Arrive On Green 0.00 0.65 0.00 0.00 0.65 0.00 0.10 0.00 0.10 Sat Flow, veh/h 0 3563 1553 0 5316 0 1740 0 1553
Grp Volume(v), veh/h 0 882 0 0 1043 0 54 0 16
Grp Sat Flow(s),veh/h/ln 0 1736 1553 0 1663 0 1740 0 1553 Q Serve(g_s), s 0.0 6.0 0.0 0.0 4.6 0.0 1.4 0.0 0.5
Cycle Q Clear(g_c), s 0.0 6.0 0.0 0.0 4.6 0.0 1.4 0.0 0.5 Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2258 1010 0 3245 0 173 0 154
V/C Ratio(X) 0.00 0.39 0.00 0.00 0.32 0.00 0.31 0.00 0.10 Avail Cap(c_a), veh/h 0 2679 1198 0 3849 0 484 0 432
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 4.1 0.0 0.0 3.9 0.0 20.9 0.0 20.5 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.0 0.2 0.0 2.0 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.9 0.0 0.0 2.1 0.0 0.8 0.0 0.2 LnGrp Delay(d),s/veh 0.0 4.2 0.0 0.0 4.0 0.0 22.9 0.0 21.1 LnGrp LOS A A C C
Approach Vol, veh/h 882 1043 70
Approach Delay, s/veh 4.2 4.0 22.5
Approach LOS A A C
Timer 12345678
Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 38.9 38.9 11.1
Change Period (Y+Rc), s 6.4 6.4 6.1
Max Green Setting (Gmax), s 38.6 38.6 13.9
Max Q Clear Time (g_c+I1), s 8.0 6.6 3.4
Green Ext Time (p_c), s 24.6 25.5 0.2
Intersection Summary
HCM 2010 Ctrl Delay 4.8
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary Cumulative Conditions 3: East Ave/SR 99 SB Off Ramp & Jensen Ave P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 930 50 100 870 140 140 0 440 950 230 80 Future Volume (veh/h) 0 930 50 100 870 140 140 0 440 950 230 80 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1776 1900 1776 1776 1776 1900 1776 1776 1776 1776 1776 Adj Flow Rate, veh/h 0 1011 51 109 946 0 152 0 183 642 798 22 Adj No. of Lanes 020121011111
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 077777777777
Cap, veh/h 0 921 46 121 1341 600 235 0 210 559 587 498
Arrive On Green 0.00 0.28 0.28 0.07 0.40 0.00 0.14 0.00 0.14 0.33 0.33 0.33 Sat Flow, veh/h 0 3357 165 1691 3374 1509 1691 0 1509 1691 1776 1507 Grp Volume(v), veh/h 0 522 540 109 946 0 152 0 183 642 798 22 Grp Sat Flow(s),veh/h/ln 0 1687 1746 1691 1687 1509 1691 0 1509 1691 1776 1507 Q Serve(g_s), s 0.0 40.6 40.6 9.2 33.8 0.0 12.3 0.0 17.1 47.6 47.6 1.4 Cycle Q Clear(g_c), s 0.0 40.6 40.6 9.2 33.8 0.0 12.3 0.0 17.1 47.6 47.6 1.4 Prop In Lane 0.00 0.09 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 475 492 121 1341 600 235 0 210 559 587 498 V/C Ratio(X) 0.00 1.10 1.10 0.90 0.71 0.00 0.65 0.00 0.87 1.15 1.36 0.04 Avail Cap(c_a), veh/h 0 475 492 121 1341 600 312 0 279 559 587 498 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 51.8 51.8 66.4 36.3 0.0 58.7 0.0 60.8 48.3 48.3 32.8 Incr Delay (d2), s/veh 0.0 70.6 70.0 51.7 2.4 0.0 3.0 0.0 20.2 86.5 173.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 28.2 29.1 6.1 16.2 0.0 5.9 0.0 8.3 35.6 51.5 0.6 LnGrp Delay(d),s/veh 0.0 122.4 121.8 118.1 38.7 0.0 61.7 0.0 81.0 134.7 221.4 32.9 LnGrp LOS F F F D E F F F C
Approach Vol, veh/h 1062 1055 335 1462
Approach Delay, s/veh 122.1 46.9 72.2 180.5
Approach LOS F D E F
Timer 12345678
Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 16.7 47.0 54.0 63.7 26.4
Change Period (Y+Rc), s 6.4 * 6.4 6.4 6.4 6.4
Max Green Setting (Gmax), s 10.3 * 41 47.6 56.6 26.6
Max Q Clear Time (g_c+I1), s 11.2 42.6 49.6 35.8 19.1
Green Ext Time (p_c), s 0.0 0.0 0.0 11.9 0.9
Intersection Summary
HCM 2010 Ctrl Delay 119.4
HCM 2010 LOS F
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 4: SR 99 NB Off Ramp/East Ave & Jensen Ave P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 90 1610 330 0 1720 60 320 50 140 50 0 290 Future Volume (veh/h) 90 1610 330 0 1720 60 320 50 140 50 0 290 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1776 1776 1776 0 1776 1900 1900 1776 1776 1900 1776 1776 Adj Flow Rate, veh/h 98 1750 0 0 1870 61 348 54 51 54 0 53 Adj No. of Lanes 121020011011
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 777077777777
Cap, veh/h 319 2563 1147 0 1752 57 387 53 413 475 0 416 Arrive On Green 0.19 0.76 0.00 0.00 0.53 0.53 0.28 0.28 0.28 0.28 0.00 0.28 Sat Flow, veh/h 1691 3374 1509 0 3421 108 1230 191 1498 1537 0 1509 Grp Volume(v), veh/h 98 1750 0 0 941 990 402 0 51 54 0 53 Grp Sat Flow(s),veh/h/ln 1691 1687 1509 0 1687 1754 1421 0 1498 1537 0 1509 Q Serve(g_s), s 7.0 36.2 0.0 0.0 73.6 73.6 34.9 0.0 3.6 0.0 0.0 3.7 Cycle Q Clear(g_c), s 7.0 36.2 0.0 0.0 73.6 73.6 38.6 0.0 3.6 3.7 0.0 3.7 Prop In Lane 1.00 1.00 0.00 0.06 0.87 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 319 2563 1147 0 887 922 440 0 413 475 0 416 V/C Ratio(X) 0.31 0.68 0.00 0.00 1.06 1.07 0.91 0.00 0.12 0.11 0.00 0.13 Avail Cap(c_a), veh/h 319 2563 1147 0 887 922 440 0 413 475 0 416 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 49.0 8.4 0.0 0.0 33.2 33.2 50.8 0.0 38.0 38.1 0.0 38.1 Incr Delay (d2), s/veh 0.2 1.5 0.0 0.0 47.7 51.6 23.5 0.0 0.1 0.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 17.1 0.0 0.0 45.8 48.5 18.4 0.0 1.5 1.6 0.0 1.6 LnGrp Delay(d),s/veh 49.2 9.9 0.0 0.0 80.9 84.8 74.3 0.0 38.1 38.2 0.0 38.2 LnGrp LOS D A F F E D D D
Approach Vol, veh/h 1848 1931 453 107
Approach Delay, s/veh 12.0 82.9 70.3 38.2
Approach LOS B F E D
Timer 12345678
Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 113.0 45.0 33.0 80.0 45.0
Change Period (Y+Rc), s 6.4 6.4 6.4 * 6.4 6.4
Max Green Setting (Gmax), s 88.6 38.6 9.3 * 74 38.6
Max Q Clear Time (g_c+I1), s 38.2 5.7 9.0 75.6 40.6
Green Ext Time (p_c), s 39.0 3.5 0.0 0.0 0.0
Intersection Summary
HCM 2010 Ctrl Delay 50.3
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 5: SR 41 Southbound Ramps & North Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1260 50 50 1000 0 0 0 0 240 0 660 Future Volume (veh/h) 0 1260 50 50 1000 0 0 0 0 240 0 660 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1743 1743 1743 1743 0 1900 1743 1743 Adj Flow Rate, veh/h 0 1340 47 53 1064 0 255 0 572
Adj No. of Lanes 021120 011
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 099990 999
Cap, veh/h 0 1331 583 67 1615 0 685 0 612
Arrive On Green 0.00 0.40 0.40 0.04 0.49 0.00 0.41 0.00 0.41 Sat Flow, veh/h 0 3399 1451 1660 3399 0 1660 0 1482
Grp Volume(v), veh/h 0 1340 47 53 1064 0 255 0 572
Grp Sat Flow(s),veh/h/ln 0 1656 1451 1660 1656 0 1660 0 1482 Q Serve(g_s), s 0.0 50.4 2.5 4.0 30.4 0.0 13.4 0.0 46.3 Cycle Q Clear(g_c), s 0.0 50.4 2.5 4.0 30.4 0.0 13.4 0.0 46.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1331 583 67 1615 0 685 0 612
V/C Ratio(X) 0.00 1.01 0.08 0.79 0.66 0.00 0.37 0.00 0.94 Avail Cap(c_a), veh/h 0 1331 583 123 1694 0 705 0 629
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 37.5 23.2 59.7 24.3 0.0 25.6 0.0 35.2 Incr Delay (d2), s/veh 0.0 26.4 0.2 7.6 1.5 0.0 1.5 0.0 23.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 27.8 1.0 2.0 14.2 0.0 6.4 0.0 22.9 LnGrp Delay(d),s/veh 0.0 63.9 23.4 67.3 25.8 0.0 27.1 0.0 58.7 LnGrp LOS F C E C C E
Approach Vol, veh/h 1387 1117 827
Approach Delay, s/veh 62.5 27.8 48.9
Approach LOS E C D
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 10.8 57.2 57.5 68.0
Change Period (Y+Rc), s * 5.7 6.8 * 5.7 6.8
Max Green Setting (Gmax), s * 9.3 49.2 * 53 64.2
Max Q Clear Time (g_c+I1), s 6.0 52.4 48.3 32.4
Green Ext Time (p_c), s 0.0 0.0 3.5 28.7
Intersection Summary
HCM 2010 Ctrl Delay 47.5
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 6: SR 41 Northbound Ramps & North Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 620 880 0 0 1030 740 20 0 50 0 0 0 Future Volume (veh/h) 620 880 0 0 1030 740 20 0 50 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1743 1743 0 0 1743 1743 1900 1743 1743 Adj Flow Rate, veh/h 660 936 0 0 1096 624 21 0 17
Adj No. of Lanes 120021011
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 990099999
Cap, veh/h 652 2791 0 0 1327 581 81 0 72
Arrive On Green 0.39 0.84 0.00 0.00 0.40 0.40 0.05 0.00 0.05 Sat Flow, veh/h 1660 3399 0 0 3399 1451 1660 0 1482
Grp Volume(v), veh/h 660 936 0 0 1096 624 21 0 17
Grp Sat Flow(s),veh/h/ln 1660 1656 0 0 1656 1451 1660 0 1482 Q Serve(g_s), s 45.3 7.1 0.0 0.0 34.2 46.2 1.4 0.0 1.3
Cycle Q Clear(g_c), s 45.3 7.1 0.0 0.0 34.2 46.2 1.4 0.0 1.3 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 652 2791 0 0 1327 581 81 0 72
V/C Ratio(X) 1.01 0.34 0.00 0.00 0.83 1.07 0.26 0.00 0.23 Avail Cap(c_a), veh/h 652 2791 0 0 1327 581 148 0 132
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.0 2.0 0.0 0.0 31.0 34.6 52.8 0.0 52.8 Incr Delay (d2), s/veh 38.3 0.2 0.0 0.0 5.3 58.7 3.2 0.0 3.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 27.6 3.2 0.0 0.0 16.5 27.9 0.7 0.0 0.6 LnGrp Delay(d),s/veh 73.3 2.2 0.0 0.0 36.2 93.3 56.1 0.0 56.0 LnGrp LOS F A D F E E
Approach Vol, veh/h 1596 1720 38
Approach Delay, s/veh 31.6 56.9 56.0
Approach LOS C E E
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 104.0 51.0 53.0 11.3
Change Period (Y+Rc), s 6.8 * 5.7 6.8 5.7
Max Green Setting (Gmax), s 97.2 * 45 46.2 10.3
Max Q Clear Time (g_c+I1), s 9.1 47.3 48.2 3.4
Green Ext Time (p_c), s 78.1 0.0 0.0 0.1
Intersection Summary
HCM 2010 Ctrl Delay 44.9
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 7: SR 99 Southbound Ramps & Fresno St P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1230 140 510 1030 0 0 0 0 260 240 390 Future Volume (veh/h) 0 1230 140 510 1030 0 0 0 0 260 240 390 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1900 1863 1863 0 1863 1863 1863 Adj Flow Rate, veh/h 0 1309 123 543 1096 0 277 255 247
Adj No. of Lanes 020120 111
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 022220 222
Cap, veh/h 0 1367 128 472 2577 0 316 332 281
Arrive On Green 0.00 0.42 0.42 0.27 0.73 0.00 0.18 0.18 0.18 Sat Flow, veh/h 0 3365 306 1774 3632 0 1774 1863 1581
Grp Volume(v), veh/h 0 706 726 543 1096 0 277 255 247
Grp Sat Flow(s),veh/h/ln 0 1770 1809 1774 1770 0 1774 1863 1581 Q Serve(g_s), s 0.0 49.8 50.3 34.3 15.7 0.0 19.6 16.8 19.6 Cycle Q Clear(g_c), s 0.0 49.8 50.3 34.3 15.7 0.0 19.6 16.8 19.6 Prop In Lane 0.00 0.17 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 740 756 472 2577 0 316 332 281 V/C Ratio(X) 0.00 0.95 0.96 1.15 0.43 0.00 0.88 0.77 0.88 Avail Cap(c_a), veh/h 0 745 762 472 2588 0 325 341 289
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 36.3 36.5 47.3 6.9 0.0 51.6 50.5 51.6 Incr Delay (d2), s/veh 0.0 22.4 23.3 89.8 0.1 0.0 26.6 14.9 29.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 28.9 29.9 28.5 7.7 0.0 11.9 10.0 10.8 LnGrp Delay(d),s/veh 0.0 58.7 59.8 137.1 7.0 0.0 78.2 65.3 80.7 LnGrp LOS E E F A E E F
Approach Vol, veh/h 1432 1639 779
Approach Delay, s/veh 59.2 50.1 74.8
Approach LOS E D E
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 40.0 59.6 29.3 99.6
Change Period (Y+Rc), s * 5.7 * 5.7 6.4 * 5.7
Max Green Setting (Gmax), s * 34 * 54 23.6 * 94
Max Q Clear Time (g_c+I1), s 36.3 52.3 21.6 17.7
Green Ext Time (p_c), s 0.0 1.5 1.3 12.2
Intersection Summary
HCM 2010 Ctrl Delay 58.5
HCM 2010 LOS E
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions 8: SR 99 Northbound Ramps & Fresno St P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 580 910 0 0 1320 450 220 480 310 0 0 0 Future Volume (veh/h) 580 910 0 0 1320 450 220 480 310 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 0 0 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 617 968 0 0 1404 188 234 511 160
Adj No. of Lanes 120021021
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 220022222
Cap, veh/h 498 2510 0 0 1373 605 219 512 323
Arrive On Green 0.28 0.71 0.00 0.00 0.39 0.39 0.20 0.20 0.20 Sat Flow, veh/h 1774 3632 0 0 3632 1560 1074 2505 1579
Grp Volume(v), veh/h 617 968 0 0 1404 188 394 351 160
Grp Sat Flow(s),veh/h/ln 1774 1770 0 0 1770 1560 1809 1770 1579 Q Serve(g_s), s 39.3 15.3 0.0 0.0 54.3 11.7 28.6 27.5 12.6 Cycle Q Clear(g_c), s 39.3 15.3 0.0 0.0 54.3 11.7 28.6 27.5 12.6 Prop In Lane 1.00 0.00 0.00 1.00 0.59 1.00
Lane Grp Cap(c), veh/h 498 2510 0 0 1373 605 370 362 323 V/C Ratio(X) 1.24 0.39 0.00 0.00 1.02 0.31 1.07 0.97 0.50 Avail Cap(c_a), veh/h 498 2510 0 0 1373 605 370 362 323 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.15 0.15 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.3 8.1 0.0 0.0 42.8 29.8 55.7 55.3 49.3 Incr Delay (d2), s/veh 110.2 0.1 0.0 0.0 30.2 1.3 65.6 39.7 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 34.5 7.4 0.0 0.0 32.3 5.3 21.0 17.4 5.7 LnGrp Delay(d),s/veh 160.6 8.2 0.0 0.0 73.1 31.2 121.3 95.0 51.8 LnGrp LOS F A F C F F D
Approach Vol, veh/h 1585 1592 905
Approach Delay, s/veh 67.5 68.1 98.8
Approach LOS E E F
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 105.0 45.0 60.0 35.0
Change Period (Y+Rc), s * 5.7 * 5.7 * 5.7 6.4
Max Green Setting (Gmax), s * 99 * 39 * 54 28.6
Max Q Clear Time (g_c+I1), s 17.3 41.3 56.3 30.6
Green Ext Time (p_c), s 15.1 0.0 0.0 0.0
Intersection Summary
HCM 2010 Ctrl Delay 74.7
HCM 2010 LOS E
Notes
TRAFFIC TECHNICAL CALCULATIONS:
PEAK HOUR INTERSECTION LOS REPORTS – WITH MITIGATION
HCM Signalized Intersection Capacity Analysis Cumulative Conditions with Mitigation 1: SR 41 Southbound Ramps & Jensen Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1900 100 0 670 120 0 0 0 240 0 1370 Future Volume (vph) 0 1900 100 0 670 120 0 0 0 240 0 1370 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.4 6.4 4.0 6.1 6.1
Lane Util. Factor 0.91 0.95 1.00 1.00 0.88
Frt 0.99 1.00 0.85 1.00 0.85
Flt Protected 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 4903 3438 1538 1719 2707
Flt Permitted 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 4903 3438 1538 1719 2707
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 2065 109 0 728 130 0 0 0 261 0 1489
RTOR Reduction (vph) 0 6 0 0 0 0 0 0 0 0 0 18
Lane Group Flow (vph) 0 2168 0 0 728 130 0 0 0 261 0 1471 Heavy Vehicles (%) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5%
Turn Type NA NA Free Prot custom
Protected Phases 2 6 4 5
Permitted Phases Free 4
Actuated Green, G (s) 67.3 25.3 98.6 18.8 54.7
Effective Green, g (s) 67.3 25.3 98.6 18.8 54.7
Actuated g/C Ratio 0.68 0.26 1.00 0.19 0.55
Clearance Time (s) 6.4 6.4 6.1 6.1
Vehicle Extension (s) 4.8 4.2 4.7 3.0
Lane Grp Cap (vph) 3346 882 1538 327 1669
v/s Ratio Prot 0.44 c0.21 0.15 c0.32
v/s Ratio Perm 0.08 0.22
v/c Ratio 0.65 0.83 0.08 0.80 0.88
Uniform Delay, d1 8.9 34.6 0.0 38.1 19.1
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.6 6.8 0.1 14.2 5.8
Delay (s) 9.5 41.3 0.1 52.3 25.0
Level of Service A D A D C
Approach Delay (s) 9.5 35.1 0.0 29.0
Approach LOS A D A C
Intersection Summary
HCM 2000 Control Delay 21.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.93
Actuated Cycle Length (s) 98.6 Sum of lost time (s) 18.6 Intersection Capacity Utilization 76.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 2010 Signalized Intersection Summary Cumulative Conditions with Mitigation 3: East Ave/SR 99 SB Off Ramp & Jensen Ave A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 810 80 180 850 90 40 0 180 860 470 150 Future Volume (veh/h) 0 810 80 180 850 90 40 0 180 860 470 150 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1743 1900 1743 1743 1743 1900 1743 1743 1743 1743 1743 Adj Flow Rate, veh/h 0 890 83 198 934 0 44 0 64 945 516 30 Adj No. of Lanes 030121011211
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 099999999999
Cap, veh/h 0 1152 107 227 1473 659 98 0 290 1132 613 520 Arrive On Green 0.00 0.26 0.26 0.14 0.44 0.00 0.06 0.00 0.06 0.35 0.35 0.35 Sat Flow, veh/h 0 4588 412 1660 3312 1482 1660 0 1482 3221 1743 1480 Grp Volume(v), veh/h 0 636 337 198 934 0 44 0 64 945 516 30 Grp Sat Flow(s),veh/h/ln 0 1586 1670 1660 1656 1482 1660 0 1482 1610 1743 1480 Q Serve(g_s), s 0.0 24.7 24.8 15.5 29.0 0.0 3.4 0.0 0.0 35.8 36.2 1.8 Cycle Q Clear(g_c), s 0.0 24.7 24.8 15.5 29.0 0.0 3.4 0.0 0.0 35.8 36.2 1.8 Prop In Lane 0.00 0.25 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 825 434 227 1473 659 98 0 290 1132 613 520 V/C Ratio(X) 0.00 0.77 0.77 0.87 0.63 0.00 0.45 0.00 0.22 0.83 0.84 0.06 Avail Cap(c_a), veh/h 0 922 485 229 1561 698 107 0 298 1203 651 553 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 45.5 45.5 56.2 28.5 0.0 60.4 0.0 44.9 39.5 39.7 28.5 Incr Delay (d2), s/veh 0.0 5.3 9.8 27.7 1.4 0.0 3.2 0.0 0.4 5.6 10.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 11.4 12.6 8.9 13.5 0.0 1.7 0.0 2.0 16.8 19.3 0.7 LnGrp Delay(d),s/veh 0.0 50.7 55.3 83.9 29.9 0.0 63.6 0.0 45.3 45.2 50.1 28.6 LnGrp LOS D E F C E DDDC
Approach Vol, veh/h 973 1132 108 1491
Approach Delay, s/veh 52.3 39.4 52.7 46.5
Approach LOS DDDD
Timer 12345678
Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 24.5 40.9 53.1 65.5 14.3
Change Period (Y+Rc), s 6.4 * 6.4 6.4 6.4 6.4
Max Green Setting (Gmax), s 18.3 * 39 49.6 62.6 8.6
Max Q Clear Time (g_c+I1), s 17.5 26.8 38.2 31.0 5.4
Green Ext Time (p_c), s 0.6 7.7 8.5 15.1 0.1
Intersection Summary
HCM 2010 Ctrl Delay 46.0
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions with Mitigation 4: SR 99 NB Off Ramp/East Ave & Jensen Ave A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 130 1300 110 0 1940 80 230 80 100 50 0 150 Future Volume (veh/h) 130 1300 110 0 1940 80 230 80 100 50 0 150 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1743 1743 1743 0 1743 1900 1743 1743 1900 1743 0 1743 Adj Flow Rate, veh/h 143 1429 0 0 2132 83 253 88 18 55 0 25 Adj No. of Lanes 121030110101
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 999099999909
Cap, veh/h 150 2334 1044 0 2673 104 320 122 25 91 0 0
Arrive On Green 0.09 0.70 0.00 0.00 0.57 0.57 0.19 0.09 0.09 0.05 0.00 0.00 Sat Flow, veh/h 1660 3312 1482 0 4858 182 1660 1402 287 1660 55 Grp Volume(v), veh/h 143 1429 0 0 1437 778 253 0 106 55 64.2 Grp Sat Flow(s),veh/h/ln 1660 1656 1482 0 1586 1711 1660 0 1689 1660 E Q Serve(g_s), s 10.7 28.0 0.0 0.0 44.6 45.0 18.1 0.0 7.6 4.0 Cycle Q Clear(g_c), s 10.7 28.0 0.0 0.0 44.6 45.0 18.1 0.0 7.6 4.0 Prop In Lane 1.00 1.00 0.00 0.11 1.00 0.17 1.00
Lane Grp Cap(c), veh/h 150 2334 1044 0 1804 973 320 0 147 91 V/C Ratio(X) 0.95 0.61 0.00 0.00 0.80 0.80 0.79 0.00 0.72 0.61 Avail Cap(c_a), veh/h 150 2334 1044 0 1804 973 353 0 359 127 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 56.6 9.6 0.0 0.0 21.2 21.3 48.0 0.0 55.6 57.8 Incr Delay (d2), s/veh 58.7 1.2 0.0 0.0 3.7 6.9 10.6 0.0 6.5 6.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 13.1 0.0 0.0 20.3 23.1 9.2 0.0 3.8 2.0 LnGrp Delay(d),s/veh 115.3 10.8 0.0 0.0 25.0 28.2 58.6 0.0 62.0 64.2 LnGrp LOS F B C C E E E
Approach Vol, veh/h 1572 2215 359
Approach Delay, s/veh 20.3 26.1 59.6
Approach LOS C C E
Timer 12345678
Assigned Phs 2 3 5678
Phs Duration (G+Y+Rc), s 94.5 30.5 17.0 77.5 13.2 17.3
Change Period (Y+Rc), s 6.4 6.4 * 5.7 6.4 6.4 6.4
Max Green Setting (Gmax), s 69.6 26.6 * 11 52.6 9.6 26.6 Max Q Clear Time (g_c+I1), s 30.0 20.1 12.7 47.0 6.0 9.6 Green Ext Time (p_c), s 39.3 0.4 0.0 5.6 0.0 0.4
Intersection Summary
HCM 2010 Ctrl Delay 27.3
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions with Mitigation 5: SR 41 Southbound Ramps & North Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1460 30 40 570 0 0 0 0 660 0 570 Future Volume (veh/h) 0 1460 30 40 570 0 0 0 0 660 0 570 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1712 1712 1712 1712 0 1712 1712 1712 Adj Flow Rate, veh/h 0 1678 28 46 655 0 913 0 329
Adj No. of Lanes 031120 201
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 0 11 11 11 11 0 11 11 11
Cap, veh/h 0 2033 633 60 1674 0 1276 0 569
Arrive On Green 0.00 0.44 0.44 0.04 0.51 0.00 0.39 0.00 0.39 Sat Flow, veh/h 0 4827 1455 1630 3338 0 3260 0 1455
Grp Volume(v), veh/h 0 1678 28 46 655 0 913 0 329
Grp Sat Flow(s),veh/h/ln 0 1558 1455 1630 1626 0 1630 0 1455 Q Serve(g_s), s 0.0 42.1 1.5 3.7 16.3 0.0 31.5 0.0 23.7 Cycle Q Clear(g_c), s 0.0 42.1 1.5 3.7 16.3 0.0 31.5 0.0 23.7 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2033 633 60 1674 0 1276 0 569
V/C Ratio(X) 0.00 0.83 0.04 0.77 0.39 0.00 0.72 0.00 0.58 Avail Cap(c_a), veh/h 0 2044 636 114 1789 0 1575 0 703
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 33.1 21.7 63.5 19.6 0.0 34.2 0.0 31.9 Incr Delay (d2), s/veh 0.0 3.7 0.1 7.3 0.4 0.0 3.4 0.0 4.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 18.7 0.6 1.8 7.4 0.0 14.8 0.0 10.2 LnGrp Delay(d),s/veh 0.0 36.8 21.8 70.9 20.1 0.0 37.7 0.0 36.0 LnGrp LOS D C E C D D
Approach Vol, veh/h 1706 701 1242
Approach Delay, s/veh 36.6 23.4 37.2
Approach LOS D C D
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 10.6 64.7 57.8 75.3
Change Period (Y+Rc), s * 5.7 6.8 * 5.7 6.8
Max Green Setting (Gmax), s * 9.3 58.2 * 64 73.2
Max Q Clear Time (g_c+I1), s 5.7 44.1 33.5 18.3
Green Ext Time (p_c), s 0.0 13.7 18.6 50.2
Intersection Summary
HCM 2010 Ctrl Delay 34.3
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions with Mitigation 7: SR 41 Southbound Ramps & Fresno St A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1190 140 290 770 0 0 0 0 450 300 600 Future Volume (veh/h) 0 1190 140 290 770 0 0 0 0 450 300 600 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1845 1900 1845 1845 0 1845 1845 1845 Adj Flow Rate, veh/h 0 1293 126 315 837 0 408 440 429
Adj No. of Lanes 020120 112
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 033330 333
Cap, veh/h 0 1355 132 270 2178 0 486 510 865
Arrive On Green 0.00 0.42 0.42 0.15 0.62 0.00 0.28 0.28 0.28 Sat Flow, veh/h 0 3320 314 1757 3597 0 1757 1845 3125
Grp Volume(v), veh/h 0 700 719 315 837 0 408 440 429
Grp Sat Flow(s),veh/h/ln 0 1752 1789 1757 1752 0 1757 1845 1562 Q Serve(g_s), s 0.0 45.9 46.4 18.3 14.1 0.0 26.0 26.9 13.7 Cycle Q Clear(g_c), s 0.0 45.9 46.4 18.3 14.1 0.0 26.0 26.9 13.7 Prop In Lane 0.00 0.18 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 735 751 270 2178 0 486 510 865 V/C Ratio(X) 0.00 0.95 0.96 1.16 0.38 0.00 0.84 0.86 0.50 Avail Cap(c_a), veh/h 0 741 757 270 2191 0 497 521 883
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 33.3 33.5 50.3 11.2 0.0 40.5 40.8 36.0 Incr Delay (d2), s/veh 0.0 21.9 22.8 106.8 0.1 0.0 15.3 16.7 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 26.6 27.5 16.8 6.8 0.0 14.6 16.1 6.1 LnGrp Delay(d),s/veh 0.0 55.2 56.2 157.1 11.3 0.0 55.8 57.6 37.8 LnGrp LOS E E F B E E D
Approach Vol, veh/h 1419 1152 1277
Approach Delay, s/veh 55.8 51.2 50.4
Approach LOS E D D
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 24.0 55.6 39.3 79.6
Change Period (Y+Rc), s * 5.7 * 5.7 6.4 * 5.7
Max Green Setting (Gmax), s * 18 * 50 33.6 * 74
Max Q Clear Time (g_c+I1), s 20.3 48.4 28.9 16.1
Green Ext Time (p_c), s 0.0 1.5 4.0 7.6
Intersection Summary
HCM 2010 Ctrl Delay 52.6
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions with Mitigation 8: SR 99 Northbound Ramps & Fresno St A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 460 1180 0 0 830 280 230 250 470 0 0 0 Future Volume (veh/h) 460 1180 0 0 830 280 230 250 470 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1845 1845 0 0 1845 1845 1900 1845 1845 Adj Flow Rate, veh/h 500 1283 0 0 902 212 250 272 324
Adj No. of Lanes 120031021
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 330033333
Cap, veh/h 532 2230 0 0 1405 431 400 474 390
Arrive On Green 0.30 0.64 0.00 0.00 0.28 0.28 0.25 0.25 0.25 Sat Flow, veh/h 1757 3597 0 0 5202 1545 1608 1909 1568
Grp Volume(v), veh/h 500 1283 0 0 902 212 274 248 324
Grp Sat Flow(s),veh/h/ln 1757 1752 0 0 1679 1545 1764 1752 1568 Q Serve(g_s), s 29.1 22.1 0.0 0.0 16.5 12.0 14.5 13.0 20.6 Cycle Q Clear(g_c), s 29.1 22.1 0.0 0.0 16.5 12.0 14.5 13.0 20.6 Prop In Lane 1.00 0.00 0.00 1.00 0.91 1.00
Lane Grp Cap(c), veh/h 532 2230 0 0 1405 431 438 435 390 V/C Ratio(X) 0.94 0.58 0.00 0.00 0.64 0.49 0.63 0.57 0.83 Avail Cap(c_a), veh/h 532 2230 0 0 1405 431 481 477 427 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.17 0.17 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.7 11.0 0.0 0.0 33.2 31.6 35.1 34.5 37.4 Incr Delay (d2), s/veh 6.6 0.2 0.0 0.0 2.3 4.0 3.6 2.6 14.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 15.0 10.6 0.0 0.0 7.9 5.6 7.5 6.6 10.4 LnGrp Delay(d),s/veh 42.3 11.1 0.0 0.0 35.5 35.6 38.7 37.1 51.6 LnGrp LOS D B DDDDD
Approach Vol, veh/h 1783 1114 846
Approach Delay, s/veh 19.9 35.5 43.2
Approach LOS B D D
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 72.5 37.5 35.0 32.5
Change Period (Y+Rc), s * 5.7 * 5.7 * 5.7 6.4
Max Green Setting (Gmax), s * 64 * 29 * 29 28.6
Max Q Clear Time (g_c+I1), s 24.1 31.1 18.5 22.6
Green Ext Time (p_c), s 17.4 0.0 5.1 3.5
Intersection Summary
HCM 2010 Ctrl Delay 29.8
HCM 2010 LOS C
Notes
HCM Signalized Intersection Capacity Analysis Cumulative Conditions with Mitigation 1: SR 41 Southbound Ramps & Jensen Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1980 90 0 900 120 0 0 0 90 0 1420 Future Volume (vph) 0 1980 90 0 900 120 0 0 0 90 0 1420 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.4 6.4 4.0 6.1 6.1
Lane Util. Factor 0.91 0.95 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.99 1.00 0.85 1.00 0.85
Flt Protected 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 4955 3471 1520 1736 2733
Flt Permitted 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 4955 3471 1520 1736 2733
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 0 2129 97 0 968 129 0 0 0 97 0 1527
RTOR Reduction (vph) 0 4 0 0 0 0 0 0 0 0 0 18
Lane Group Flow (vph) 0 2222 0 0 968 129 0 0 0 97 0 1509 Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4%
Turn Type NA NA Free Prot custom
Protected Phases 2 6 4 5
Permitted Phases Free 4
Actuated Green, G (s) 74.1 27.8 96.4 9.8 50.0
Effective Green, g (s) 74.1 27.8 96.4 9.8 50.0
Actuated g/C Ratio 0.77 0.29 1.00 0.10 0.52
Clearance Time (s) 6.4 6.4 6.1 6.1
Vehicle Extension (s) 4.8 4.2 4.7 3.0
Lane Grp Cap (vph) 3808 1000 1520 176 1590
v/s Ratio Prot 0.45 c0.28 0.06 c0.40
v/s Ratio Perm 0.08 0.16
v/c Ratio 0.58 0.97 0.08 0.55 0.95
Uniform Delay, d1 4.7 33.9 0.0 41.2 22.0
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 21.0 0.1 5.7 12.4
Delay (s) 5.0 54.8 0.1 46.9 34.4
Level of Service A D A D C
Approach Delay (s) 5.0 48.4 0.0 35.1
Approach LOS A D A D
Intersection Summary
HCM 2000 Control Delay 24.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 1.03
Actuated Cycle Length (s) 96.4 Sum of lost time (s) 18.6 Intersection Capacity Utilization 85.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 2010 Signalized Intersection Summary Cumulative Conditions with Mitigation 3: East Ave/SR 99 SB Off Ramp & Jensen Ave P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 930 50 100 870 140 140 0 440 950 230 80 Future Volume (veh/h) 0 930 50 100 870 140 140 0 440 950 230 80 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1776 1900 1776 1776 1776 1900 1776 1776 1776 1776 1776 Adj Flow Rate, veh/h 0 1011 51 109 946 0 152 0 183 1033 250 22 Adj No. of Lanes 030121011211
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 077777777777
Cap, veh/h 0 1258 63 204 1465 655 170 0 334 1060 573 487 Arrive On Green 0.00 0.27 0.27 0.12 0.43 0.00 0.10 0.00 0.10 0.32 0.32 0.32 Sat Flow, veh/h 0 4886 238 1691 3374 1509 1691 0 1509 3281 1776 1507 Grp Volume(v), veh/h 0 691 371 109 946 0 152 0 183 1033 250 22 Grp Sat Flow(s),veh/h/ln 0 1616 1733 1691 1687 1509 1691 0 1509 1640 1776 1507 Q Serve(g_s), s 0.0 26.9 27.0 8.2 29.8 0.0 12.0 0.0 0.0 42.0 15.0 1.4 Cycle Q Clear(g_c), s 0.0 26.9 27.0 8.2 29.8 0.0 12.0 0.0 0.0 42.0 15.0 1.4 Prop In Lane 0.00 0.14 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 860 461 204 1465 655 170 0 334 1060 573 487 V/C Ratio(X) 0.00 0.80 0.80 0.53 0.65 0.00 0.89 0.00 0.55 0.97 0.44 0.05 Avail Cap(c_a), veh/h 0 924 495 242 1589 711 170 0 334 1060 573 487 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 46.2 46.3 55.8 30.0 0.0 60.0 0.0 46.6 45.2 36.0 31.4 Incr Delay (d2), s/veh 0.0 6.4 11.4 0.8 1.5 0.0 39.9 0.0 1.9 21.8 1.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 12.8 14.3 3.9 14.1 0.0 7.5 0.0 6.2 22.3 7.5 0.6 LnGrp Delay(d),s/veh 0.0 52.6 57.6 56.6 31.5 0.0 99.9 0.0 48.5 67.0 37.0 31.5 LnGrp LOS D E E C F D E D C
Approach Vol, veh/h 1062 1055 335 1305
Approach Delay, s/veh 54.3 34.1 71.8 60.7
Approach LOS D C E E
Timer 12345678
Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 22.7 42.3 50.0 65.0 20.0
Change Period (Y+Rc), s 6.4 * 6.4 6.4 6.4 6.4
Max Green Setting (Gmax), s 19.3 * 39 43.6 63.6 13.6
Max Q Clear Time (g_c+I1), s 10.2 29.0 44.0 31.8 14.0
Green Ext Time (p_c), s 6.4 6.9 0.0 15.3 0.0
Intersection Summary
HCM 2010 Ctrl Delay 52.4
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions with Mitigation 4: SR 99 NB Off Ramp/East Ave & Jensen Ave P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 90 1610 330 0 1720 60 320 50 140 50 0 290 Future Volume (veh/h) 90 1610 330 0 1720 60 320 50 140 50 0 290 Number 5 2 12 1 6 16 3 8 18 7 4 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1776 1776 1776 0 1776 1900 1776 1776 1900 1776 0 1776 Adj Flow Rate, veh/h 98 1750 0 0 1870 61 348 54 51 54 0 53 Adj No. of Lanes 121030110101
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 777077777707
Cap, veh/h 120 2274 1017 0 2677 87 371 92 87 94 0 0
Arrive On Green 0.07 0.67 0.00 0.00 0.56 0.56 0.22 0.11 0.11 0.06 0.00 0.00 Sat Flow, veh/h 1691 3374 1509 0 4978 157 1691 833 786 1691 54 Grp Volume(v), veh/h 98 1750 0 0 1253 678 348 0 105 54 60.7 Grp Sat Flow(s),veh/h/ln 1691 1687 1509 0 1616 1744 1691 0 1619 1691 E Q Serve(g_s), s 6.9 42.2 0.0 0.0 33.8 33.9 24.3 0.0 7.4 3.7 Cycle Q Clear(g_c), s 6.9 42.2 0.0 0.0 33.8 33.9 24.3 0.0 7.4 3.7 Prop In Lane 1.00 1.00 0.00 0.09 1.00 0.49 1.00
Lane Grp Cap(c), veh/h 120 2274 1017 0 1795 969 371 0 179 94 V/C Ratio(X) 0.82 0.77 0.00 0.00 0.70 0.70 0.94 0.00 0.59 0.57 Avail Cap(c_a), veh/h 131 2274 1017 0 1795 969 375 0 359 135 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 55.0 13.2 0.0 0.0 19.4 19.4 46.0 0.0 50.8 55.3 Incr Delay (d2), s/veh 26.9 2.6 0.0 0.0 2.3 4.2 31.0 0.0 3.1 5.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.1 20.3 0.0 0.0 15.5 17.3 14.5 0.0 3.5 1.9 LnGrp Delay(d),s/veh 81.8 15.8 0.0 0.0 21.6 23.6 77.0 0.0 53.8 60.7 LnGrp LOS F B C C E D E
Approach Vol, veh/h 1848 1931 453
Approach Delay, s/veh 19.3 22.3 71.6
Approach LOS B C E
Timer 12345678
Assigned Phs 2 3 5678
Phs Duration (G+Y+Rc), s 87.3 32.7 14.2 73.1 13.1 19.6
Change Period (Y+Rc), s 6.4 6.4 * 5.7 6.4 6.4 6.4
Max Green Setting (Gmax), s 64.6 26.6 * 9.3 49.6 9.6 26.6 Max Q Clear Time (g_c+I1), s 44.2 26.3 8.9 35.9 5.7 9.4 Green Ext Time (p_c), s 20.4 0.0 0.0 13.7 0.0 0.4
Intersection Summary
HCM 2010 Ctrl Delay 26.7
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions with Mitigation 5: SR 41 Southbound Ramps & North Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1260 50 50 1000 0 0 0 0 240 0 660 Future Volume (veh/h) 0 1260 50 50 1000 0 0 0 0 240 0 660 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1743 1743 1743 1743 0 1743 1743 1743 Adj Flow Rate, veh/h 0 1340 47 53 1064 0 170 0 663
Adj No. of Lanes 031120 102
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 099990 999
Cap, veh/h 0 2015 614 82 1782 0 531 0 948
Arrive On Green 0.00 0.42 0.42 0.05 0.54 0.00 0.32 0.00 0.32 Sat Flow, veh/h 0 4916 1451 1660 3399 0 1660 0 2963
Grp Volume(v), veh/h 0 1340 47 53 1064 0 170 0 663
Grp Sat Flow(s),veh/h/ln 0 1586 1451 1660 1656 0 1660 0 1482 Q Serve(g_s), s 0.0 19.9 1.7 2.8 19.2 0.0 6.8 0.0 17.2
Cycle Q Clear(g_c), s 0.0 19.9 1.7 2.8 19.2 0.0 6.8 0.0 17.2 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2015 614 82 1782 0 531 0 948
V/C Ratio(X) 0.00 0.66 0.08 0.64 0.60 0.00 0.32 0.00 0.70 Avail Cap(c_a), veh/h 0 2015 614 195 1930 0 686 0 1224
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 20.3 15.1 41.0 13.8 0.0 22.6 0.0 26.2 Incr Delay (d2), s/veh 0.0 1.5 0.2 3.1 1.0 0.0 1.6 0.0 4.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 9.0 0.7 1.3 9.0 0.0 3.3 0.0 7.6 LnGrp Delay(d),s/veh 0.0 21.8 15.3 44.1 14.8 0.0 24.2 0.0 30.4 LnGrp LOS C B D B C C
Approach Vol, veh/h 1387 1117 833
Approach Delay, s/veh 21.6 16.2 29.2
Approach LOS C B C
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 10.1 44.0 33.8 54.1
Change Period (Y+Rc), s * 5.7 6.8 * 5.7 6.8
Max Green Setting (Gmax), s * 10 35.2 * 36 51.2
Max Q Clear Time (g_c+I1), s 4.8 21.9 19.2 21.2
Green Ext Time (p_c), s 0.0 13.0 8.9 26.0
Intersection Summary
HCM 2010 Ctrl Delay 21.7
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions with Mitigation 7: SR 99 Southbound Ramps & Fresno St P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1230 140 510 1030 0 0 0 0 260 240 390 Future Volume (veh/h) 0 1230 140 510 1030 0 0 0 0 260 240 390 Number 5 2 12 1 6 16 7 4 14
Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1900 1863 1863 0 1863 1863 1863 Adj Flow Rate, veh/h 0 1309 123 543 1096 0 266 270 247
Adj No. of Lanes 020120 112
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 022220 222
Cap, veh/h 0 1362 128 510 2647 0 282 296 501
Arrive On Green 0.00 0.42 0.42 0.29 0.75 0.00 0.16 0.16 0.16 Sat Flow, veh/h 0 3365 306 1774 3632 0 1774 1863 3157
Grp Volume(v), veh/h 0 706 726 543 1096 0 266 270 247
Grp Sat Flow(s),veh/h/ln 0 1770 1809 1774 1770 0 1774 1863 1578 Q Serve(g_s), s 0.0 50.2 50.8 37.3 14.7 0.0 19.2 18.5 9.3 Cycle Q Clear(g_c), s 0.0 50.2 50.8 37.3 14.7 0.0 19.2 18.5 9.3 Prop In Lane 0.00 0.17 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 737 753 510 2647 0 282 296 501 V/C Ratio(X) 0.00 0.96 0.96 1.06 0.41 0.00 0.94 0.91 0.49 Avail Cap(c_a), veh/h 0 741 757 510 2655 0 282 296 501
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 36.8 36.9 46.2 6.0 0.0 54.0 53.7 49.8 Incr Delay (d2), s/veh 0.0 23.2 24.1 58.0 0.1 0.0 40.7 33.6 3.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 29.3 30.3 26.4 7.0 0.0 12.6 12.3 4.3 LnGrp Delay(d),s/veh 0.0 60.0 61.1 104.2 6.1 0.0 94.6 87.2 52.8 LnGrp LOS E E F A F F D
Approach Vol, veh/h 1432 1639 783
Approach Delay, s/veh 60.5 38.6 78.9
Approach LOS E D E
Timer 12345678
Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 43.0 59.7 27.0 102.7
Change Period (Y+Rc), s * 5.7 * 5.7 6.4 * 5.7
Max Green Setting (Gmax), s * 37 * 54 20.6 * 97
Max Q Clear Time (g_c+I1), s 39.3 52.8 21.2 16.7
Green Ext Time (p_c), s 0.0 1.2 0.0 12.3
Intersection Summary
HCM 2010 Ctrl Delay 54.9
HCM 2010 LOS D
Notes
HCM 2010 Signalized Intersection Summary Cumulative Conditions with Mitigation 8: SR 99 Northbound Ramps & Fresno St P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 580 910 0 0 1320 450 220 480 310 0 0 0 Future Volume (veh/h) 580 910 0 0 1320 450 220 480 310 0 0 0 Number 5 2 12 1 6 16 3 8 18
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 0 0 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 617 968 0 0 1404 188 234 511 160
Adj No. of Lanes 120031021
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 220022222
Cap, veh/h 587 2510 0 0 1718 527 219 512 323
Arrive On Green 0.33 0.71 0.00 0.00 0.34 0.34 0.20 0.20 0.20 Sat Flow, veh/h 1774 3632 0 0 5253 1559 1074 2505 1579
Grp Volume(v), veh/h 617 968 0 0 1404 188 394 351 160
Grp Sat Flow(s),veh/h/ln 1774 1770 0 0 1695 1559 1809 1770 1579 Q Serve(g_s), s 46.3 15.3 0.0 0.0 35.4 12.7 28.6 27.5 12.6 Cycle Q Clear(g_c), s 46.3 15.3 0.0 0.0 35.4 12.7 28.6 27.5 12.6 Prop In Lane 1.00 0.00 0.00 1.00 0.59 1.00
Lane Grp Cap(c), veh/h 587 2510 0 0 1718 527 370 362 323 V/C Ratio(X) 1.05 0.39 0.00 0.00 0.82 0.36 1.07 0.97 0.50 Avail Cap(c_a), veh/h 587 2510 0 0 1718 527 370 362 323 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.12 0.12 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.9 8.1 0.0 0.0 42.4 34.9 55.7 55.3 49.3 Incr Delay (d2), s/veh 29.1 0.1 0.0 0.0 4.4 1.9 65.6 39.7 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 27.4 7.4 0.0 0.0 17.2 5.8 21.0 17.4 5.7 LnGrp Delay(d),s/veh 76.0 8.2 0.0 0.0 46.8 36.8 121.3 95.0 51.8 LnGrp LOS F A D D F F D
Approach Vol, veh/h 1585 1592 905
Approach Delay, s/veh 34.6 45.7 98.8
Approach LOS C D F
Timer 12345678
Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 105.0 52.0 53.0 35.0
Change Period (Y+Rc), s * 5.7 * 5.7 * 5.7 6.4
Max Green Setting (Gmax), s * 99 * 46 * 47 28.6
Max Q Clear Time (g_c+I1), s 17.3 48.3 37.4 30.6
Green Ext Time (p_c), s 15.1 0.0 6.8 0.0
Intersection Summary
HCM 2010 Ctrl Delay 53.1
HCM 2010 LOS D
Notes
TRAFFIC TECHNICAL CALCULATIONS:
PEAK HOUR QUEUING REPORTS
Queues Existing Conditions
1: SR 41 Southbound Ramps & Jensen Ave. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBT WBR SBL SBT SBR
Lane Group Flow (vph) 855 326 126 233 302 300
v/c Ratio 0.36 0.20 0.08 0.46 0.48 0.46
Control Delay 10.9 10.4 0.1 19.5 5.8 4.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 10.9 10.4 0.1 19.5 5.8 4.6
Queue Length 50th (ft) 69 35 0 69 6 0
Queue Length 95th (ft) 106 63 0 126 58 46
Internal Link Dist (ft) 971 670 1840
Turn Bay Length (ft) 500
Base Capacity (vph) 2366 1653 1538 656 733 766
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.36 0.20 0.08 0.36 0.41 0.39
Intersection Summary
Queues Existing Conditions
2: SR 41 Northbound Ramps & Jensen Ave. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBT NBL NBR
Lane Group Flow (vph) 603 464 591 33 97
v/c Ratio 0.27 0.31 0.19 0.11 0.28
Control Delay 5.4 0.5 3.6 18.2 7.4
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 5.4 0.5 3.6 18.2 7.4
Queue Length 50th (ft) 38 0 17 8 0
Queue Length 95th (ft) 69 0 32 26 30
Internal Link Dist (ft) 670 435
Turn Bay Length (ft) 450
Base Capacity (vph) 2266 1507 3175 822 786
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.27 0.31 0.19 0.04 0.12
Intersection Summary
Queues Existing Conditions
3: East Ave./SR 99 SB Off Ramp & Jensen Ave. A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT WBR NBT NBR SBL SBT SBR
Lane Group Flow (vph) 501 143 578 91 24 134 438 454 162 v/c Ratio 0.52 0.67 0.36 0.06 0.17 0.51 1.16 1.17 0.34
Control Delay 31.9 56.3 17.0 0.1 46.0 13.5 134.2 135.5 7.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.9 56.3 17.0 0.1 46.0 13.5 134.2 135.5 7.6 Queue Length 50th (ft) 134 86 114 0 14 0 ~341 ~354 0
Queue Length 95th (ft) 208 153 162 0 42 49 #601 #620 54 Internal Link Dist (ft) 827 540 665 1741
Turn Bay Length (ft) 225 225 75 350
Base Capacity (vph) 956 324 1804 1463 397 467 377 389 473 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.52 0.44 0.32 0.06 0.06 0.29 1.16 1.17 0.34 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Conditions
4: SR 99 NB Off Ramp/East Ave. & Jensen Ave. A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT EBR WBT NBT NBR SBT SBR
Lane Group Flow (vph) 143 849 67 1239 222 105 45 159
v/c Ratio 0.39 0.39 0.05 1.02 0.80 0.27 0.26 0.38
Control Delay 33.5 8.3 0.1 61.5 55.7 6.4 32.9 7.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 33.5 8.3 0.1 61.5 55.7 6.4 32.9 7.7
Queue Length 50th (ft) 70 112 0 ~416 118 0 21 0
Queue Length 95th (ft) 125 153 0 #561 #215 33 52 48
Internal Link Dist (ft) 580 815 1634 502
Turn Bay Length (ft) 150 150 675 150
Base Capacity (vph) 368 2169 1463 1214 318 431 201 463
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.39 0.39 0.05 1.02 0.70 0.24 0.22 0.34 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Conditions
5: SR 41 Southbound Ramps & North Ave. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBL WBT SBT SBR
Lane Group Flow (vph) 366 9 32 166 357 222
v/c Ratio 0.51 0.01 0.21 0.20 0.67 0.36
Control Delay 20.1 0.0 34.8 10.9 28.3 6.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.1 0.0 34.8 10.9 28.3 6.0
Queue Length 50th (ft) 100 0 12 39 110 4
Queue Length 95th (ft) 221 0 39 68 238 50
Internal Link Dist (ft) 1079 342 2047
Turn Bay Length (ft) 150 250 125
Base Capacity (vph) 714 666 464 1348 585 654
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.51 0.01 0.07 0.12 0.61 0.34
Intersection Summary
Queues Existing Conditions
6: SR 41 Northbound Ramps & North Ave. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 176 547 180 199 17 63
v/c Ratio 0.60 0.39 0.21 0.25 0.08 0.22
Control Delay 33.5 4.6 13.1 3.4 28.1 3.4
Queue Delay 0.0 0.2 0.0 0.0 0.0 0.0
Total Delay 33.5 4.8 13.1 3.4 28.1 3.4
Queue Length 50th (ft) 66 81 44 0 6 0
Queue Length 95th (ft) 120 135 93 34 23 8
Internal Link Dist (ft) 342 858 2175
Turn Bay Length (ft) 250 125
Base Capacity (vph) 498 1479 849 806 628 632
Starvation Cap Reductn 0 315 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.35 0.47 0.21 0.25 0.03 0.10
Intersection Summary
Queues Existing Conditions
7: SR 99 Southbound Ramps & Fresno St. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT SBL SBT SBR
Lane Group Flow (vph) 592 59 236 484 162 334
v/c Ratio 0.51 0.33 0.15 0.70 0.22 0.41
Control Delay 24.2 38.1 13.9 25.3 15.9 3.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.2 38.1 13.9 25.3 15.9 3.5
Queue Length 50th (ft) 134 27 36 188 50 0
Queue Length 95th (ft) 190 63 58 293 90 46
Internal Link Dist (ft) 174 202 327
Turn Bay Length (ft)
Base Capacity (vph) 1155 211 1560 763 804 863
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.51 0.28 0.15 0.63 0.20 0.39
Intersection Summary
Queues Existing Conditions
8: SR 99 Northbound Ramps & Fresno St. A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 225 735 187 142 187 272
v/c Ratio 0.64 0.31 0.13 0.20 0.31 0.61
Control Delay 39.0 6.5 16.8 4.4 28.9 13.8
Queue Delay 0.0 0.7 0.0 0.0 0.0 0.0
Total Delay 39.0 7.2 16.8 4.4 28.9 13.8
Queue Length 50th (ft) 104 66 30 0 43 28
Queue Length 95th (ft) #179 121 58 37 65 90
Internal Link Dist (ft) 202 182 382
Turn Bay Length (ft)
Base Capacity (vph) 350 2353 1402 703 851 548
Starvation Cap Reductn 0 1209 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.64 0.64 0.13 0.20 0.22 0.50
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Conditions
1: SR 41 Southbound Ramps & Jensen Ave. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBT WBR SBL SBT SBR
Lane Group Flow (vph) 954 497 120 75 268 270
v/c Ratio 0.37 0.27 0.08 0.19 0.50 0.49
Control Delay 8.9 8.8 0.1 16.6 6.8 6.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 8.9 8.8 0.1 16.6 6.8 6.6
Queue Length 50th (ft) 55 39 0 20 5 6
Queue Length 95th (ft) 120 96 0 46 52 51
Internal Link Dist (ft) 971 670 1840
Turn Bay Length (ft) 500
Base Capacity (vph) 2612 1826 1520 725 761 786
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.37 0.27 0.08 0.10 0.35 0.34
Intersection Summary
Queues Existing Conditions
2: SR 41 Northbound Ramps & Jensen Ave. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBT NBL NBR
Lane Group Flow (vph) 442 551 1046 45 110
v/c Ratio 0.19 0.36 0.33 0.15 0.31
Control Delay 5.2 0.7 3.5 18.5 7.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 5.2 0.7 3.5 18.5 7.3
Queue Length 50th (ft) 27 0 27 11 0
Queue Length 95th (ft) 50 0 50 32 32
Internal Link Dist (ft) 670 435
Turn Bay Length (ft) 450
Base Capacity (vph) 2279 1519 3194 828 789
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.19 0.36 0.33 0.05 0.14
Intersection Summary
Queues Existing Conditions
3: East Ave./SR 99 SB Off Ramp & Jensen Ave. P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT WBR NBT NBR SBL SBT SBR
Lane Group Flow (vph) 680 82 542 146 53 343 314 324 79
v/c Ratio 0.67 0.49 0.37 0.10 0.26 0.76 0.79 0.80 0.16
Control Delay 35.2 53.7 19.8 0.1 42.9 19.0 51.9 52.3 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 35.2 53.7 19.8 0.1 42.9 19.0 51.9 52.3 0.7
Queue Length 50th (ft) 185 48 106 0 30 21 185 191 0
Queue Length 95th (ft) 313 105 182 0 69 116 #418 #430 0 Internal Link Dist (ft) 827 540 665 1741
Turn Bay Length (ft) 225 225 75 350
Base Capacity (vph) 1011 343 1905 1490 419 605 398 406 480 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.67 0.24 0.28 0.10 0.13 0.57 0.79 0.80 0.16 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Conditions
4: SR 99 NB Off Ramp/East Ave. & Jensen Ave. P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT EBR WBT NBT NBR SBT SBR
Lane Group Flow (vph) 88 1016 254 1094 237 147 46 309
v/c Ratio 0.24 0.46 0.17 0.80 0.82 0.35 0.26 0.54
Control Delay 32.4 10.0 0.2 35.9 59.3 11.0 34.5 7.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.4 10.0 0.2 35.9 59.3 11.0 34.5 7.4
Queue Length 50th (ft) 45 160 0 358 142 14 24 0
Queue Length 95th (ft) 87 222 0 #540 #231 62 55 65
Internal Link Dist (ft) 580 815 1634 502
Turn Bay Length (ft) 150 150 675 150
Base Capacity (vph) 421 2203 1489 1364 343 472 211 621
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.21 0.46 0.17 0.80 0.69 0.31 0.22 0.50 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Conditions
5: SR 41 Southbound Ramps & North Ave. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBL WBT SBT SBR
Lane Group Flow (vph) 363 11 49 216 93 152
v/c Ratio 0.44 0.01 0.26 0.21 0.27 0.36
Control Delay 15.7 0.0 31.8 6.9 24.4 7.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 15.7 0.0 31.8 6.9 24.4 7.2
Queue Length 50th (ft) 98 0 18 32 32 0
Queue Length 95th (ft) 203 0 51 72 71 42
Internal Link Dist (ft) 1079 342 2047
Turn Bay Length (ft) 150 250 125
Base Capacity (vph) 824 739 527 1508 663 685
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.44 0.01 0.09 0.14 0.14 0.22
Intersection Summary
Queues Existing Conditions
6: SR 41 Northbound Ramps & North Ave. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 217 238 247 284 19 37
v/c Ratio 0.66 0.17 0.30 0.34 0.08 0.12
Control Delay 34.2 3.3 14.7 3.5 29.3 0.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 34.2 3.3 14.7 3.5 29.3 0.8
Queue Length 50th (ft) 84 28 66 0 7 0
Queue Length 95th (ft) 152 53 140 46 27 0
Internal Link Dist (ft) 342 858 2175
Turn Bay Length (ft) 250 125
Base Capacity (vph) 520 1482 828 838 658 655
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.42 0.16 0.30 0.34 0.03 0.06
Intersection Summary
Queues Existing Conditions
7: SR 99 Southbound Ramps & Fresno St. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT SBL SBT SBR
Lane Group Flow (vph) 638 150 393 146 241 229
v/c Ratio 0.63 0.61 0.22 0.27 0.42 0.36
Control Delay 24.7 43.1 11.1 17.9 20.1 4.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.7 43.1 11.1 17.9 20.1 4.1
Queue Length 50th (ft) 113 59 43 45 78 0
Queue Length 95th (ft) 206 #163 94 82 130 39
Internal Link Dist (ft) 174 202 327
Turn Bay Length (ft)
Base Capacity (vph) 1011 244 1806 885 931 896
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.63 0.61 0.22 0.16 0.26 0.26
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Conditions
8: SR 99 Northbound Ramps & Fresno St. P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 230 432 417 472 227 193
v/c Ratio 0.65 0.18 0.29 0.52 0.39 0.45
Control Delay 39.2 5.4 17.5 4.6 30.5 8.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 39.2 5.4 17.5 4.6 30.5 8.0
Queue Length 50th (ft) 106 35 71 3 53 0
Queue Length 95th (ft) #182 65 117 66 79 49
Internal Link Dist (ft) 202 182 382
Turn Bay Length (ft)
Base Capacity (vph) 354 2397 1437 907 861 535
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.65 0.18 0.29 0.52 0.26 0.36
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
1: SR 41 Southbound Ramps & Jensen Ave AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBT WBR SBL SBT SBR
Lane Group Flow (vph) 1772 674 130 235 750 754
v/c Ratio 0.95 0.52 0.08 0.34 1.13 1.10
Control Delay 32.9 17.4 0.1 14.1 98.2 85.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.9 17.4 0.1 14.1 98.2 85.1
Queue Length 50th (ft) 241 105 0 62 ~363 ~341
Queue Length 95th (ft) #350 151 0 112 #582 #550
Internal Link Dist (ft) 971 670 1840
Turn Bay Length (ft) 500
Base Capacity (vph) 1865 1301 1538 700 661 685
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.95 0.52 0.08 0.34 1.13 1.10
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
2: SR 41 Northbound Ramps & Jensen Ave AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBT NBL NBR
Lane Group Flow (vph) 946 1011 946 33 98
v/c Ratio 0.42 0.67 0.30 0.11 0.30
Control Delay 6.7 2.4 5.0 17.8 11.6
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 6.7 2.4 5.0 17.8 11.6
Queue Length 50th (ft) 71 0 38 8 9
Queue Length 95th (ft) 125 0 67 26 40
Internal Link Dist (ft) 670 435
Turn Bay Length (ft) 450
Base Capacity (vph) 2248 1507 3174 815 761
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.42 0.67 0.30 0.04 0.13
Intersection Summary
Queues Existing Plus Project
3: East Ave/SR 99 SB Off Ramp & Jensen Ave AM Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT WBR NBT NBR SBL SBT SBR
Lane Group Flow (vph) 824 143 912 99 33 143 444 457 165 v/c Ratio 0.86 0.67 0.58 0.07 0.22 0.54 1.18 1.18 0.35
Control Delay 44.7 56.5 20.4 0.1 47.1 15.2 141.2 140.0 7.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 44.7 56.5 20.4 0.1 47.1 15.2 141.2 140.0 7.6 Queue Length 50th (ft) 252 86 206 0 20 0 ~348 ~357 0
Queue Length 95th (ft) #418 155 284 0 52 56 #620 #632 54 Internal Link Dist (ft) 827 540 665 1741
Turn Bay Length (ft) 225 225 75 350
Base Capacity (vph) 953 323 1798 1463 396 466 376 387 474 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.86 0.44 0.51 0.07 0.08 0.31 1.18 1.18 0.35 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
4: SR 99 NB Off Ramp/East Ave & Jensen Ave AM Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT EBR WBT NBT NBR SBT SBR
Lane Group Flow (vph) 143 989 77 1473 341 110 55 165
v/c Ratio 0.84 0.49 0.05 1.01 0.99 0.24 0.36 0.32
Control Delay 82.7 12.1 0.1 53.2 83.9 7.0 37.9 6.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 82.7 12.1 0.1 53.2 83.9 7.0 37.9 6.5
Queue Length 50th (ft) 91 172 0 ~485 216 0 28 0
Queue Length 95th (ft) #200 220 0 #656 #398 41 67 49
Internal Link Dist (ft) 580 815 1634 502
Turn Bay Length (ft) 150 150 675 150
Base Capacity (vph) 170 2007 1463 1465 345 468 153 510
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.84 0.49 0.05 1.01 0.99 0.24 0.36 0.32 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
5: SR 41 Southbound Ramps & North Ave AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBL WBT SBT SBR
Lane Group Flow (vph) 885 23 34 299 368 540
v/c Ratio 1.00 0.03 0.29 0.29 0.84 0.77
Control Delay 56.5 0.1 49.5 10.0 52.0 16.3
Queue Delay 0.0 0.0 0.0 0.5 0.0 0.0
Total Delay 56.5 0.1 49.5 10.5 52.0 16.3
Queue Length 50th (ft) ~609 0 21 80 221 59
Queue Length 95th (ft) #818 0 50 119 #373 184
Internal Link Dist (ft) 1079 342 2047
Turn Bay Length (ft) 150 250 125
Base Capacity (vph) 883 794 144 1139 440 703
Starvation Cap Reductn 0 0 0 467 0 0
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.00 0.03 0.24 0.44 0.84 0.77
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
6: SR 41 Northbound Ramps & North Ave AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 563 690 310 207 23 69
v/c Ratio 0.87 0.51 0.64 0.38 0.11 0.24
Control Delay 39.2 5.8 33.7 6.2 37.3 4.3
Queue Delay 0.6 0.8 0.0 0.0 0.0 0.0
Total Delay 39.8 6.6 33.7 6.2 37.3 4.3
Queue Length 50th (ft) 270 120 148 0 12 0
Queue Length 95th (ft) #451 192 234 46 34 10
Internal Link Dist (ft) 342 858 2175
Turn Bay Length (ft) 250 125
Base Capacity (vph) 855 1436 625 651 242 315
Starvation Cap Reductn 79 422 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.73 0.68 0.50 0.32 0.10 0.22
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
7: SR 99 Southbound Ramps & Fresno St AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT SBL SBT SBR
Lane Group Flow (vph) 1011 65 446 489 163 652
v/c Ratio 0.91 0.39 0.28 0.73 0.23 0.85
Control Delay 38.5 40.9 13.2 28.8 18.1 24.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 38.5 40.9 13.2 28.8 18.1 24.9
Queue Length 50th (ft) 247 31 66 205 54 169
Queue Length 95th (ft) #384 69 96 #336 99 #392
Internal Link Dist (ft) 174 202 327
Turn Bay Length (ft)
Base Capacity (vph) 1137 195 1806 698 734 789
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.89 0.33 0.25 0.70 0.22 0.83
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
8: SR 99 Northbound Ramps & Fresno St AM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 457 891 348 152 250 272
v/c Ratio 1.31 0.39 0.26 0.22 0.38 0.64
Control Delay 186.9 7.7 18.7 4.5 28.6 20.1
Queue Delay 0.0 1.1 0.0 0.0 0.0 0.0
Total Delay 186.9 8.8 18.7 4.5 28.6 20.1
Queue Length 50th (ft) ~298 96 61 0 57 55
Queue Length 95th (ft) #474 152 101 38 84 125
Internal Link Dist (ft) 202 182 382
Turn Bay Length (ft)
Base Capacity (vph) 350 2286 1335 682 848 502
Starvation Cap Reductn 0 1084 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.31 0.74 0.26 0.22 0.29 0.54
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
1: SR 41 Southbound Ramps & Jensen Ave PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBT WBR SBL SBT SBR
Lane Group Flow (vph) 2108 849 129 77 676 666
v/c Ratio 0.96 0.56 0.08 0.13 1.18 1.12
Control Delay 31.4 15.2 0.1 14.4 120.3 96.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.4 15.2 0.1 14.4 120.3 96.5
Queue Length 50th (ft) 282 124 0 21 ~340 ~306
Queue Length 95th (ft) #407 175 0 47 #550 #507
Internal Link Dist (ft) 971 670 1840
Turn Bay Length (ft) 500
Base Capacity (vph) 2188 1527 1520 606 572 594
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.96 0.56 0.08 0.13 1.18 1.12
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
2: SR 41 Northbound Ramps & Jensen Ave PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBT NBL NBR
Lane Group Flow (vph) 796 1333 1409 54 118
v/c Ratio 0.35 0.88 0.44 0.17 0.33
Control Delay 6.2 9.3 5.3 18.7 9.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 6.2 9.3 5.3 18.7 9.3
Queue Length 50th (ft) 57 0 58 14 5
Queue Length 95th (ft) 100 #86 99 37 38
Internal Link Dist (ft) 670 435
Turn Bay Length (ft) 450
Base Capacity (vph) 2269 1519 3180 824 778
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.35 0.88 0.44 0.07 0.15
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
3: East Ave/SR 99 SB Off Ramp & Jensen Ave PM Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT WBR NBT NBR SBL SBT SBR
Lane Group Flow (vph) 1021 87 859 152 65 348 325 328 87 v/c Ratio 1.02 0.51 0.60 0.10 0.31 0.77 0.82 0.82 0.18
Control Delay 69.8 54.9 23.7 0.1 43.5 20.8 55.8 54.7 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.8 54.9 23.7 0.1 43.5 20.8 55.8 54.7 1.4
Queue Length 50th (ft) ~337 51 194 0 38 30 196 198 0
Queue Length 95th (ft) #625 113 318 0 80 130 #449 #451 5 Internal Link Dist (ft) 827 540 665 1741
Turn Bay Length (ft) 225 225 75 350
Base Capacity (vph) 1000 339 1886 1490 415 595 394 402 477 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 1.02 0.26 0.46 0.10 0.16 0.58 0.82 0.82 0.18 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
4: SR 99 NB Off Ramp/East Ave & Jensen Ave PM Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT EBR WBT NBT NBR SBT SBR
Lane Group Flow (vph) 98 1174 261 1261 402 152 54 315
v/c Ratio 0.60 0.60 0.18 0.84 1.07 0.30 0.37 0.52
Control Delay 59.3 15.4 0.3 31.9 101.6 11.2 36.7 12.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 59.3 15.4 0.3 31.9 101.6 11.2 36.7 12.5
Queue Length 50th (ft) 60 239 0 385 ~285 21 27 44
Queue Length 95th (ft) #116 303 0 #527 #469 70 66 126
Internal Link Dist (ft) 580 815 1634 502
Turn Bay Length (ft) 150 150 675 150
Base Capacity (vph) 173 1943 1489 1501 376 513 147 602
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.57 0.60 0.18 0.84 1.07 0.30 0.37 0.52 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
5: SR 41 Southbound Ramps & North Ave PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBL WBT SBT SBR
Lane Group Flow (vph) 904 11 53 372 96 457
v/c Ratio 0.92 0.01 0.38 0.33 0.29 0.69
Control Delay 36.8 0.0 48.8 8.1 33.0 9.3
Queue Delay 0.0 0.0 0.0 0.4 0.0 0.0
Total Delay 36.8 0.0 48.8 8.5 33.0 9.3
Queue Length 50th (ft) 484 0 30 79 48 0
Queue Length 95th (ft) #882 0 71 153 94 86
Internal Link Dist (ft) 1079 342 2047
Turn Bay Length (ft) 150 250 125
Base Capacity (vph) 983 859 180 1289 471 748
Starvation Cap Reductn 0 0 0 491 0 0
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.92 0.01 0.29 0.47 0.20 0.61
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
6: SR 41 Northbound Ramps & North Ave PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 660 340 404 287 21 43
v/c Ratio 0.91 0.23 0.79 0.46 0.11 0.16
Control Delay 40.6 3.0 41.8 6.2 37.5 1.2
Queue Delay 3.3 0.3 0.0 0.0 0.0 0.0
Total Delay 43.9 3.3 41.8 6.2 37.5 1.2
Queue Length 50th (ft) 333 44 215 0 11 0
Queue Length 95th (ft) #574 77 #390 60 33 0
Internal Link Dist (ft) 342 858 2175
Turn Bay Length (ft) 250 125
Base Capacity (vph) 841 1488 536 645 226 301
Starvation Cap Reductn 104 616 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.90 0.39 0.75 0.44 0.09 0.14
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
7: SR 99 Southbound Ramps & Fresno St PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT SBL SBT SBR
Lane Group Flow (vph) 1202 160 723 149 245 415
v/c Ratio 0.95 0.70 0.36 0.30 0.48 0.74
Control Delay 42.3 49.7 10.1 23.8 26.6 23.1
Queue Delay 0.0 0.0 0.8 0.0 0.0 0.0
Total Delay 42.3 49.7 10.9 23.8 26.6 23.1
Queue Length 50th (ft) ~309 77 98 57 99 103
Queue Length 95th (ft) #459 #153 134 105 165 209
Internal Link Dist (ft) 174 202 327
Turn Bay Length (ft)
Base Capacity (vph) 1261 263 2065 550 579 608
Starvation Cap Reductn 0 0 958 0 0 0
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.95 0.61 0.65 0.27 0.42 0.68
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Existing Plus Project
8: SR 99 Northbound Ramps & Fresno St PM Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 617 585 649 479 340 202
v/c Ratio 1.10 0.25 0.64 0.78 0.57 0.46
Control Delay 98.5 5.5 28.5 23.9 34.3 8.4
Queue Delay 2.1 0.6 0.0 0.0 0.0 0.0
Total Delay 100.6 6.1 28.5 23.9 34.3 8.4
Queue Length 50th (ft) ~356 53 150 113 82 0
Queue Length 95th (ft) #552 74 207 #274 124 54
Internal Link Dist (ft) 202 182 382
Turn Bay Length (ft)
Base Capacity (vph) 559 2387 1016 614 624 449
Starvation Cap Reductn 122 1334 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.41 0.56 0.64 0.78 0.54 0.45
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
1: SR 41 Southbound Ramps & Jensen Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBT WBR SBL SBT SBR
Lane Group Flow (vph) 2174 728 130 235 756 759
v/c Ratio 1.03 0.49 0.08 0.31 1.05 1.01
Control Delay 63.8 27.3 0.1 21.8 74.2 64.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 63.8 27.3 0.1 21.8 74.2 64.7
Queue Length 50th (ft) ~689 220 0 121 ~671 ~595
Queue Length 95th (ft) #785 277 0 184 #939 #881
Internal Link Dist (ft) 971 670 1840
Turn Bay Length (ft) 500
Base Capacity (vph) 2105 1474 1538 769 723 749
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.03 0.49 0.08 0.31 1.05 1.01
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
2: SR 99 Northbound Ramps & Jensen Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBT NBL NBR
Lane Group Flow (vph) 1109 1217 1054 54 98
v/c Ratio 0.48 0.81 0.32 0.17 0.27
Control Delay 6.8 5.2 4.3 21.1 8.7
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 6.8 5.2 4.3 21.1 8.7
Queue Length 50th (ft) 90 0 39 12 2
Queue Length 95th (ft) 150 0 65 44 37
Internal Link Dist (ft) 670 435
Turn Bay Length (ft) 450
Base Capacity (vph) 2675 1507 3752 491 504
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.41 0.81 0.28 0.11 0.19
Intersection Summary
Queues Cumulative Conditions
3: East Ave/SR 99 SB Off Ramp & Jensen Ave A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT WBR NBT NBR SBL SBT SBR
Lane Group Flow (vph) 978 198 934 99 44 198 718 743 165 v/c Ratio 1.15 0.94 0.67 0.07 0.48 0.74 1.17 1.16 0.26
Control Delay 129.9 112.6 37.5 0.1 86.1 25.0 131.7 130.2 10.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 129.9 112.6 37.5 0.1 86.1 25.0 131.7 130.2 10.7 Queue Length 50th (ft) ~591 195 382 0 42 0 ~876 ~906 29 Queue Length 95th (ft) #731 #352 459 0 86 #98 #1140 #1170 82 Internal Link Dist (ft) 827 540 665 1741
Turn Bay Length (ft) 225 225 75 350
Base Capacity (vph) 849 214 1409 1463 95 271 616 639 644 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 1.15 0.93 0.66 0.07 0.46 0.73 1.17 1.16 0.26 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
4: SR 99 NB Off Ramp/East Ave & Jensen Ave A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT EBR WBT NBT NBR SBT SBR
Lane Group Flow (vph) 143 1429 121 2220 341 110 55 165
v/c Ratio 1.40 0.62 0.08 1.14 1.17 0.29 0.67 0.40
Control Delay 277.0 14.1 0.1 100.6 157.1 21.9 91.3 20.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 277.0 14.1 0.1 100.6 157.1 21.9 91.3 20.7
Queue Length 50th (ft) ~186 371 0 ~1334 ~396 32 50 44
Queue Length 95th (ft) #332 436 0 #1464 #599 90 #127 116 Internal Link Dist (ft) 580 815 1634 502
Turn Bay Length (ft) 150 150 675 150
Base Capacity (vph) 102 2287 1463 1944 291 379 82 412
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 1.40 0.62 0.08 1.14 1.17 0.29 0.67 0.40 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
5: SR 41 Southbound Ramps & North Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBL WBT SBT SBR
Lane Group Flow (vph) 1678 34 46 655 759 655
v/c Ratio 1.19 0.05 0.52 0.40 1.15 0.92
Control Delay 131.7 1.6 89.0 22.8 124.5 47.8
Queue Delay 0.0 0.0 0.0 1.3 0.0 0.0
Total Delay 131.7 1.6 89.0 24.2 124.5 47.8
Queue Length 50th (ft) ~1051 0 44 197 ~880 461
Queue Length 95th (ft) #1133 5 87 233 #1078 #681
Internal Link Dist (ft) 1079 342 2047
Turn Bay Length (ft) 150 250 125
Base Capacity (vph) 1406 663 103 1739 659 712
Starvation Cap Reductn 0 0 0 832 0 0
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.19 0.05 0.45 0.72 1.15 0.92
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
6: SR 41 Northbound Ramps & North Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 793 1644 667 379 34 80
v/c Ratio 0.94 0.61 0.78 0.64 0.27 0.43
Control Delay 50.0 5.2 54.2 16.2 67.2 22.4
Queue Delay 15.9 0.9 0.0 0.0 0.0 0.0
Total Delay 65.9 6.1 54.2 16.2 67.2 22.4
Queue Length 50th (ft) 617 201 285 53 29 3
Queue Length 95th (ft) 828 267 393 166 66 53
Internal Link Dist (ft) 342 858 2175
Turn Bay Length (ft) 250 125
Base Capacity (vph) 1045 2978 894 609 181 230
Starvation Cap Reductn 252 947 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.00 0.81 0.75 0.62 0.19 0.35
Intersection Summary
Queues Cumulative Conditions
7: SR 41 Southbound Ramps & Fresno St A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT SBL SBT SBR
Lane Group Flow (vph) 1445 315 837 489 326 652
v/c Ratio 0.99 1.18 0.39 1.00 0.63 1.18
Control Delay 57.0 157.0 12.1 83.8 44.2 127.6
Queue Delay 0.0 1.1 5.4 0.0 0.0 0.0
Total Delay 57.0 158.2 17.4 83.8 44.2 127.6
Queue Length 50th (ft) 573 ~292 159 379 221 ~506
Queue Length 95th (ft) #746 #475 200 #602 323 #739
Internal Link Dist (ft) 174 202 327
Turn Bay Length (ft)
Base Capacity (vph) 1453 267 2170 490 516 553
Starvation Cap Reductn 0 22 1255 0 0 0
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.99 1.29 0.91 1.00 0.63 1.18
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
8: SR 99 Northbound Ramps & Fresno St A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 500 1283 902 304 522 511
v/c Ratio 1.02 0.60 0.92 0.53 0.56 1.04
Control Delay 85.6 13.9 52.6 14.9 35.6 84.4
Queue Delay 29.6 46.3 0.0 0.0 0.0 0.0
Total Delay 115.2 60.2 52.6 14.9 35.6 84.4
Queue Length 50th (ft) ~359 257 309 55 158 ~328
Queue Length 95th (ft) #561 319 #430 140 213 #535
Internal Link Dist (ft) 202 182 382
Turn Bay Length (ft)
Base Capacity (vph) 488 2146 978 573 932 490
Starvation Cap Reductn 147 972 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.47 1.09 0.92 0.53 0.56 1.04
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
1: SR 41 Southbound Ramps & Jensen Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBT WBR SBL SBT SBR
Lane Group Flow (vph) 2226 968 129 87 774 763
v/c Ratio 1.04 0.64 0.08 0.11 1.10 1.04
Control Delay 68.4 33.7 0.1 20.7 97.2 77.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 68.4 33.7 0.1 20.7 97.2 77.8
Queue Length 50th (ft) ~797 360 0 45 ~848 ~761
Queue Length 95th (ft) #889 434 0 80 #1124 #1025
Internal Link Dist (ft) 971 670 1840
Turn Bay Length (ft) 500
Base Capacity (vph) 2147 1502 1520 787 704 733
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.04 0.64 0.08 0.11 1.10 1.04
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
2: SR 41 Northbound Ramps & Jensen Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBT NBL NBR
Lane Group Flow (vph) 882 1344 1527 54 118
v/c Ratio 0.35 0.88 0.44 0.20 0.35
Control Delay 5.3 9.5 4.4 24.4 8.6
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 5.3 9.5 4.4 24.4 8.6
Queue Length 50th (ft) 67 0 64 17 0
Queue Length 95th (ft) 110 #83 102 44 38
Internal Link Dist (ft) 670 435
Turn Bay Length (ft) 450
Base Capacity (vph) 2488 1519 3493 411 453
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.35 0.88 0.44 0.13 0.26
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
3: East Ave/SR 99 SB Off Ramp & Jensen Ave P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT WBR NBT NBR SBL SBT SBR
Lane Group Flow (vph) 1065 109 946 152 152 478 640 643 87 v/c Ratio 1.17 0.95 0.74 0.10 0.51 1.31 1.26 1.24 0.16
Control Delay 137.0 138.6 44.8 0.1 62.6 194.2 174.1 165.8 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 137.0 138.6 44.8 0.1 62.6 194.2 174.1 165.8 2.9 Queue Length 50th (ft) ~653 108 420 0 136 ~502 ~823 ~818 0 Queue Length 95th (ft) #793 #236 503 0 213 #730 #1080 #1072 19 Internal Link Dist (ft) 827 540 665 1741
Turn Bay Length (ft) 225 225 75 350
Base Capacity (vph) 907 115 1273 1490 299 364 508 519 552 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 1.17 0.95 0.74 0.10 0.51 1.31 1.26 1.24 0.16 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
4: SR 99 NB Off Ramp/East Ave & Jensen Ave P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT EBR WBT NBT NBR SBT SBR
Lane Group Flow (vph) 98 1750 359 1935 402 152 54 315
v/c Ratio 0.88 0.82 0.24 1.10 1.15 0.33 0.51 0.63
Control Delay 120.3 23.8 0.4 85.2 139.9 22.1 62.6 32.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 120.3 23.8 0.4 85.2 139.9 22.1 62.6 32.9
Queue Length 50th (ft) 90 603 0 ~1047 ~428 53 42 156
Queue Length 95th (ft) #202 712 0 #1186 #636 117 95 264 Internal Link Dist (ft) 580 815 1634 502
Turn Bay Length (ft) 150 150 675 150
Base Capacity (vph) 112 2135 1489 1765 350 461 105 503
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.88 0.82 0.24 1.10 1.15 0.33 0.51 0.63 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
5: SR 41 Southbound Ramps & North Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBL WBT SBT SBR
Lane Group Flow (vph) 1340 53 53 1064 255 702
v/c Ratio 1.04 0.09 0.51 0.67 0.36 1.04
Control Delay 73.5 3.7 75.6 27.7 27.7 79.5
Queue Delay 0.0 0.0 0.0 9.4 0.0 0.0
Total Delay 73.5 3.7 75.6 37.1 27.7 79.5
Queue Length 50th (ft) ~649 0 44 342 146 ~608
Queue Length 95th (ft) #796 18 88 417 221 #856
Internal Link Dist (ft) 1079 342 2047
Turn Bay Length (ft) 150 250 125
Base Capacity (vph) 1292 608 122 1686 699 672
Starvation Cap Reductn 0 0 0 593 0 0
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.04 0.09 0.43 0.97 0.36 1.04
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
6: SR 41 Northbound Ramps & North Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 660 936 1096 787 21 53
v/c Ratio 1.02 0.33 0.83 1.04 0.17 0.27
Control Delay 76.1 2.7 38.5 68.0 54.4 7.0
Queue Delay 30.8 0.5 0.0 0.0 0.0 0.0
Total Delay 106.9 3.3 38.5 68.0 54.4 7.0
Queue Length 50th (ft) ~546 72 396 ~516 15 0
Queue Length 95th (ft) #789 100 501 #772 42 15
Internal Link Dist (ft) 342 858 2175
Turn Bay Length (ft) 125
Base Capacity (vph) 649 2829 1324 754 147 210
Starvation Cap Reductn 133 1335 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.28 0.63 0.83 1.04 0.14 0.25
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
7: SR 99 Southbound Ramps & Fresno St P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT SBL SBT SBR
Lane Group Flow (vph) 1458 543 1096 277 255 415
v/c Ratio 1.00 1.16 0.43 0.86 0.75 1.05
Control Delay 60.4 137.1 7.7 77.2 65.5 92.5
Queue Delay 0.0 4.4 7.3 0.0 0.0 0.0
Total Delay 60.4 141.5 15.0 77.2 65.5 92.5
Queue Length 50th (ft) 634 ~542 172 229 206 ~278
Queue Length 95th (ft) #808 #766 208 #382 #324 #486
Internal Link Dist (ft) 174 202 327
Turn Bay Length (ft)
Base Capacity (vph) 1462 467 2567 321 338 396
Starvation Cap Reductn 0 163 1421 0 0 0
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.00 1.79 0.96 0.86 0.75 1.05
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions
8: SR 99 Northbound Ramps & Fresno St P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 617 968 1404 479 745 330
v/c Ratio 1.24 0.39 1.02 0.74 1.05 0.73
Control Delay 167.8 8.7 72.4 39.1 99.5 35.5
Queue Delay 4.4 6.9 0.0 0.0 0.0 0.0
Total Delay 172.2 15.5 72.4 39.1 99.5 35.5
Queue Length 50th (ft) ~696 169 ~713 322 ~386 141
Queue Length 95th (ft) #933 203 #854 465 #516 260
Internal Link Dist (ft) 202 182 382
Turn Bay Length (ft)
Base Capacity (vph) 496 2510 1372 648 712 452
Starvation Cap Reductn 180 1485 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.95 0.94 1.02 0.74 1.05 0.73
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
TRAFFIC TECHNICAL CALCULATIONS:
PEAK HOUR QUEUING REPORTS – WITH MITIGATION
Queues Cumulative Conditions with Mitigation
1: SR 41 Southbound Ramps & Jensen Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBT WBR SBL SBR
Lane Group Flow (vph) 2174 728 130 261 1489
v/c Ratio 0.65 0.83 0.08 0.80 0.88
Control Delay 10.1 44.2 0.1 57.1 23.4
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 10.1 44.2 0.1 57.1 23.4
Queue Length 50th (ft) 260 231 0 158 406
Queue Length 95th (ft) 306 #309 0 #276 548
Internal Link Dist (ft) 971 670
Turn Bay Length (ft) 500
Base Capacity (vph) 3369 894 1538 347 1685
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.65 0.81 0.08 0.75 0.88
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions with Mitigation
3: East Ave/SR 99 SB Off Ramp & Jensen Ave A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT WBR NBT NBR SBL SBT SBR
Lane Group Flow (vph) 978 198 934 99 44 198 945 516 165 v/c Ratio 0.75 0.90 0.62 0.07 0.42 0.59 0.80 0.81 0.27
Control Delay 48.2 98.3 30.8 0.1 76.2 24.3 45.6 51.1 10.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 48.2 98.3 30.8 0.1 76.2 24.3 45.6 51.1 10.3 Queue Length 50th (ft) 295 181 339 0 39 51 404 430 24
Queue Length 95th (ft) 350 #332 412 0 82 96 492 #617 78 Internal Link Dist (ft) 827 540 665 1741
Turn Bay Length (ft) 225 225 75 350 350
Base Capacity (vph) 1384 229 1572 1463 107 345 1209 656 628 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.71 0.86 0.59 0.07 0.41 0.57 0.78 0.79 0.26 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions with Mitigation
4: SR 99 NB Off Ramp/East Ave & Jensen Ave A.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT EBR WBT NBL NBT SBL SBR
Lane Group Flow (vph) 143 1429 121 2220 253 198 55 165
v/c Ratio 0.96 0.67 0.08 0.92 0.61 0.71 0.47 0.63
Control Delay 120.5 17.4 0.1 37.0 46.2 52.1 68.8 24.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 120.5 17.4 0.1 37.0 46.2 52.1 68.8 24.1
Queue Length 50th (ft) 117 370 0 609 177 120 43 18
Queue Length 95th (ft) #251 544 0 #842 241 191 88 91
Internal Link Dist (ft) 580 815 1634
Turn Bay Length (ft) 150 150 150
Base Capacity (vph) 149 2138 1451 2412 444 373 127 262
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.96 0.67 0.08 0.92 0.57 0.53 0.43 0.63 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions with Mitigation
5: SR 41 Southbound Ramps & North Ave A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBL WBT SBL SBT SBR
Lane Group Flow (vph) 1678 34 46 655 493 476 445
v/c Ratio 0.88 0.05 0.51 0.42 0.75 0.74 0.64
Control Delay 46.8 1.8 87.9 25.1 43.5 37.6 23.0
Queue Delay 0.0 0.0 0.0 1.2 0.0 0.0 0.0
Total Delay 46.8 1.8 87.9 26.3 43.5 37.6 23.0
Queue Length 50th (ft) 567 0 44 212 417 364 208
Queue Length 95th (ft) 609 5 87 251 548 500 318
Internal Link Dist (ft) 1079 342 2047
Turn Bay Length (ft) 150 250 350 350
Base Capacity (vph) 1909 630 106 1671 697 677 726
Starvation Cap Reductn 0 0 0 747 0 0 0
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.88 0.05 0.43 0.71 0.71 0.70 0.61
Intersection Summary
Queues Cumulative Conditions with Mitigation
7: SR 41 Southbound Ramps & Fresno St A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT SBL SBT SBR
Lane Group Flow (vph) 1445 315 837 401 414 652
v/c Ratio 0.99 1.18 0.39 0.86 0.85 0.67
Control Delay 57.0 157.0 12.1 60.2 58.8 24.2
Queue Delay 0.0 1.1 5.4 0.0 0.0 0.0
Total Delay 57.0 158.2 17.4 60.2 58.8 24.2
Queue Length 50th (ft) 573 ~292 159 310 320 139
Queue Length 95th (ft) #746 #475 200 #491 #500 214
Internal Link Dist (ft) 174 202 327
Turn Bay Length (ft) 200
Base Capacity (vph) 1453 267 2170 466 485 967
Starvation Cap Reductn 0 22 1255 0 0 0
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.99 1.29 0.91 0.86 0.85 0.67
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions with Mitigation
8: SR 99 Northbound Ramps & Fresno St A.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 500 1283 902 304 522 511
v/c Ratio 1.02 0.60 0.64 0.53 0.56 1.04
Control Delay 85.6 13.9 35.8 14.9 35.6 84.4
Queue Delay 29.6 46.3 0.0 0.0 0.0 0.0
Total Delay 115.2 60.2 35.8 14.9 35.6 84.4
Queue Length 50th (ft) ~359 257 194 55 158 ~328
Queue Length 95th (ft) #561 319 241 140 213 #535
Internal Link Dist (ft) 202 182 382
Turn Bay Length (ft)
Base Capacity (vph) 488 2146 1405 573 932 490
Starvation Cap Reductn 147 972 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.47 1.09 0.64 0.53 0.56 1.04
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions with Mitigation
1: SR 41 Southbound Ramps & Jensen Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBT WBR SBL SBR
Lane Group Flow (vph) 2226 968 129 97 1527
v/c Ratio 0.56 0.95 0.08 0.46 0.96
Control Delay 5.7 54.2 0.1 47.1 34.4
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 5.7 54.2 0.1 47.1 34.4
Queue Length 50th (ft) 192 318 0 57 452
Queue Length 95th (ft) 244 #469 0 108 #674
Internal Link Dist (ft) 971 670
Turn Bay Length (ft) 500
Base Capacity (vph) 3946 1014 1520 255 1587
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.56 0.95 0.08 0.38 0.96
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions with Mitigation
3: East Ave/SR 99 SB Off Ramp & Jensen Ave P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT WBR NBT NBR SBL SBT SBR
Lane Group Flow (vph) 1065 109 946 152 152 478 1033 250 87 v/c Ratio 0.81 0.47 0.62 0.10 0.93 1.14 1.01 0.45 0.16
Control Delay 52.6 63.0 31.2 0.1 116.0 114.0 78.5 41.8 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 52.6 63.0 31.2 0.1 116.0 114.0 78.5 41.8 2.3 Queue Length 50th (ft) 330 93 338 0 140 ~302 ~497 183 0 Queue Length 95th (ft) 387 157 410 0 #280 #569 #644 268 15 Internal Link Dist (ft) 827 540 665 1741
Turn Bay Length (ft) 225 225 75 350 350
Base Capacity (vph) 1331 232 1535 1490 163 420 1021 554 550 Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.80 0.47 0.62 0.10 0.93 1.14 1.01 0.45 0.16 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions with Mitigation
4: SR 99 NB Off Ramp/East Ave & Jensen Ave P.M. Peak Hour Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT EBR WBT NBL NBT SBL SBR
Lane Group Flow (vph) 98 1750 359 1935 348 206 54 315
v/c Ratio 0.79 0.96 0.24 0.95 0.95 0.47 0.44 0.75
Control Delay 93.6 39.6 0.4 45.5 82.1 29.4 64.2 35.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 93.6 39.6 0.4 45.5 82.1 29.4 64.2 35.8
Queue Length 50th (ft) 76 656 0 528 266 88 41 124
Queue Length 95th (ft) #165 #853 0 #649 #447 168 84 #237 Internal Link Dist (ft) 580 815 1634
Turn Bay Length (ft) 150 150 150
Base Capacity (vph) 130 1831 1476 2033 373 440 134 411
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.75 0.96 0.24 0.95 0.93 0.47 0.40 0.77 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions with Mitigation
5: SR 41 Southbound Ramps & North Ave P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT EBR WBL WBT SBL SBT SBR
Lane Group Flow (vph) 1340 53 53 1064 229 363 365
v/c Ratio 0.71 0.08 0.37 0.63 0.42 0.67 0.66
Control Delay 27.7 1.6 49.7 18.5 25.8 25.0 24.2
Queue Delay 0.0 0.0 0.0 0.6 0.0 0.0 0.0
Total Delay 27.7 1.6 49.7 19.1 25.8 25.0 24.2
Queue Length 50th (ft) 265 0 32 245 107 141 135
Queue Length 95th (ft) 337 9 71 313 183 264 250
Internal Link Dist (ft) 1079 342 2047
Turn Bay Length (ft) 150 250 350 350
Base Capacity (vph) 1937 644 196 1958 659 630 650
Starvation Cap Reductn 0 0 0 461 0 0 0
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.69 0.08 0.27 0.71 0.35 0.58 0.56
Intersection Summary
Queues Cumulative Conditions with Mitigation
7: SR 99 Southbound Ramps & Fresno St P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBT WBL WBT SBL SBT SBR
Lane Group Flow (vph) 1458 543 1096 249 283 415
v/c Ratio 1.00 1.07 0.41 0.94 1.01 0.64
Control Delay 60.4 104.4 6.5 95.1 111.4 23.7
Queue Delay 0.0 15.5 5.4 0.0 0.0 0.0
Total Delay 60.4 119.9 11.9 95.1 111.4 23.7
Queue Length 50th (ft) 634 ~506 155 221 ~258 67
Queue Length 95th (ft) #808 #730 187 #393 #454 130
Internal Link Dist (ft) 174 202 327
Turn Bay Length (ft) 200
Base Capacity (vph) 1462 507 2648 266 279 649
Starvation Cap Reductn 0 189 1476 0 0 0
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.00 1.71 0.94 0.94 1.01 0.64
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Queues Cumulative Conditions with Mitigation
8: SR 99 Northbound Ramps & Fresno St P.M. Peak Hour
Southwest Fresno Specific Plan PEIR Synchro 9 Report
Fehr & Peers
Lane Group EBL EBT WBT WBR NBT NBR
Lane Group Flow (vph) 617 968 1404 479 745 330
v/c Ratio 1.05 0.39 0.82 0.84 1.05 0.73
Control Delay 97.3 8.7 47.1 50.3 99.5 35.5
Queue Delay 21.5 6.9 0.0 0.0 0.0 0.0
Total Delay 118.8 15.5 47.1 50.3 99.5 35.5
Queue Length 50th (ft) ~613 169 428 351 ~386 141
Queue Length 95th (ft) #849 203 489 #539 #516 260
Internal Link Dist (ft) 202 182 382
Turn Bay Length (ft)
Base Capacity (vph) 585 2510 1718 573 712 452
Starvation Cap Reductn 235 1485 0000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 1.76 0.94 0.82 0.84 1.05 0.73
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.