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HomeMy WebLinkAbout3 Arroyo Vista Legis Action Attch 2 D (3)60'1 ~ $o ~ Short Term Cumulative CondiThu Apr 10, 2008 14:53:58 Page 5-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Dougherty Road/Dublin Boulevard ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.872 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 178 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------I~---------------~~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 3 0 3 0 2 2 0 3 1 0 2 0 3 0 2 3 0 3 0 1 Volume Module: Base Vol: 633 1647 456 281 1324 133 206 1158 535 650 1735 396 Growth 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 Initial Bse: 633 1647 456 281 1324 133 206 1158 535 650 1735 396 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 633 1647 456 281 1324 133 206 1158 535 650 1735 396 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 653 1698 470 290 1365 137 212 1194 552 670 1789 408 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 653 1698 470 290 1365 137 212 1194 552 670 1789 408 RTOR Reduct: 0 0 257 0 0 0 0 0 250 0 0 159 RTOR Vol: 653 1698 213 290 1365 137 212 1194 301 670 1789 249 PCE 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 MLF 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 FinalVolume: 653 1698 213 290 1365 137 212 1194 301 670 1789 249 ---------------------------~~---------------~~---------------~~---------------I Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.87 1.00 1.00 Lanes: .3.00 3.00 2.00 2.00 3.63 0.37 2.00 3.00 2.00 3.00 3.00 1.00 Final Sat.: 4307 4950 3000 3000 5998 602 3000 4950 3000 4307 4950 1650 Capacity Analysis Module: Vol/Sat: 0.15 0.34 0.07 0.10 0.23 0.23 0.07 0.24 0.10 0.16 0.36 0.15 Crit Volume: 566 145 106 596 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 6 © ~ ~~' , ~r Short Term Cumulative CondiThu Apr 10, 2008 14:53:58 Page 6-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative Conditions PM ~& ------------- ---- ----------- Level ---------------------------------- Of Service Computation Report. ------ ------ ------ CCTALOS Me thod (Future Volume Alternative) ***************,r* *********** ********************************** ****** ************ Intersection #5 D ougherty Road/Westbound I-580 off-ramp ***************** *********** ********************************** ****** ************ Cycle (sec): 100 Critical Vol./Cap.(X): 0.679 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh ): xxx xxx Optimal .Cycle: 71 Level Of Service: B ***************** *********** ********************************** ****** ************ Approach: No rth Bound South Bound East Bound W est Bound Movement : ------------~ L ---- - T - R -- L - T - R L - T - R L - T - R ~"" Control: P --------- rotected I~---------------I~--------------- Protected Split Phase ~~---- Sp -----------~ lit Phase !ar Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 2 -----------.-I ---- ----------- II---------------II--------------- II---- -----------I ~' Volume Module: Base Vol: 0 2131 0 0 1601 0 0 0 0 410 0 605 ~- Growth 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 Initial Bse: 0 2131 0 0 1601 0 0 0 0 410 0 605 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2131 0 0 1601 0 0 0 0 410 0 605 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2197 0 0 1651 0 0 0 0 423 0 624 Y* Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2197 0 0 1651 0 0 0 0 423 0 624 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 ~© RTOR Vol: 0 2197 0 0 1651 0 0 0 0 423 0 624 PCE 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 MLF 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 FinalVolume: 0 2197 0 0 1651 0 0 0 0 423 0 624 ~"' Saturation Flow M odule: '""`°' Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Lanes: 0.00 3.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: ------------~ 0 ---- 5160 0 --- 0 3440 0 0 0 0 - 3127 0 3127 '" Capacity Analysis -------- Module: ~---- ----------II--------------- ~~---- ------ -----~ ,,,~ Vol/Sat: 0.00 0.43 0.00 0.00 0.48 0.00 0.00 0.00 0.00 0.14 0.00 0.20 Crit Volume: 0 825 0 312 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA leH ~©~F~ ~~ . Short Term Cumulative CondiThu Apr 10, 2008 14:53:58 Page 7-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative Conditions PM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #6 Hopyard Road/Eastbound I-580 off-ramp ************************w******************************************************* Cycle (sec): 100 Critical Vol./Cap.(X): 0.833 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 136 Level Of Service: D r,t**,r*,rw****,r*,t,r***************,t,t,t,t,t*,t,r****,t****,t**,t*****,t,t**,r,t*,t**,t*,t***,t,t***** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~~---------------~~---------------I Control: Protected Protected Split Phase Split Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 ------------I---------------I~---------------~~---------------I~---------------~ Volume Module: Base Vol: 0 2361 0 0 1563 0 875 0 1095 0 0 0 Growth 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 Initial Bse: 0 2361 0 0 1563 0 875 0 1095 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2361 0 0 1563 0 875 0 1095 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2434 0 0 1611 0 902 0 1129 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2434 0 0 1611 0 902 0 1129 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2434 0 0 1611 0 902 0 1129 0 0 0 PCE 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 MLF 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 FinalVolume: 0 2434 0 0 1611 0 902 0 1129 0 0 0 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 .1.00 0.91 1.00 0.91 1.00 1.00 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 5160 0 0 5160 0 3127 0 3127 0 0 0 Capacity Analysis Module: Vol/Sat: 0.00 0.47 0.00 0.00 0.31 0.00 0.29 0.00 0.36 0.00 0.00 0.00 Crit Volume: 811 0 564 0 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~ ~ o ~ ~~~ Short Term Cumulative CondiThu Apr 10, 2008 14:53:58 Page 8-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #7 Dublin Boulevard/Scarlett Drive ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.593 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 56 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~~---------------~I---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 3 0 1 1 0 3 0 0 Volume Module: Base Vol: 120 0 45 0 0 0 15 1720 60 70 2565 0 Growth 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 Initial Bse: 120 0 45 0 0 0 15 1720 60 70 2565 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 120 0 45 0 0 0 15 1720 60 70 2565 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 124 0 46 0 0 0 15 1773 62 72 2644 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 124 0 46 0 0 0 15 1773 62 72 2644 0 RTOR Reduct: 0 0 46 0 0 0 0 0 62 0 0 0 RTOR Vol: 124 0 0 0 0 0 15 1773 0 72 2644 0 PCE 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 MLF 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 FinalVolume: 124 0 0 0 0 0 15 1773 0 72 2644 0 Saturation Flow Module: Sat/Lane:. 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 1.00 3.00 0.00 Final Sat.: 1720 0 .1720 0 0 0 1720 5160 1720 1720 5160 0 ------------~---------------~~---------------I~---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.07 0.00' 0.00 0.00 0.00 0.00 0.01 0.34 0.00 0.04 0.51 0.00 Crit Volume: 124 0 15 881 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.. Licensed to TJKM, PLEASANTON, CA ~a ~„ ~ I I ~~ col Short Term Cumulative CondiThu Apr 10, 2008 14:53:56 Page 9-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Hacienda Drive/Dublin Boulevard ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.683 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 72 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------~~---------------~~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 3 0 2 0 2 2 0 3 0 1 2 0 3 0 2 2 0 2 1 0 ------------I---------------II---------------~I---------------~~---------------I Volume Module: Base Vol: 509 697 597 276 448 251 250 1287 490 298 852 27 Growth 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 Initial Bse: 509 697 597 276 448 251 250 1287 490 298 852 27 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 509 697 597 276 448 251 250 1287 490 298 852 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0.0 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 525 719 615 285 462 259 258 1327 505 307 878 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 525 719 615 285 462 259 258 1327 505 307 878 28 RTOR Reduct: 0 0 169 0 0 142 0 0 201 0 0 0 RTOR Vol: 525 719 446 285 462 117 258 1327. 304 307 878 28 PCE 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 MLF 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 FinalVolume: 525 719 446 285 462 117 258 1327 304 307 878 28 ------------~---------------~I---------------I---------------~~---------------~ Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.91 1.00. 1.00 Lanes: 3.00 2.00 2.00 2.00 3.00 1.00 2.00 3.00 2.00 2.00 2.91 0.09 Final Sat.: 4307 3300 3000 3000 4950.. 1650 3000 4950 .3000 3000 4798 152 Capacity Analysis Module: Vol/Sat: 0.12 0.22 0.15 0.09 0.09. 0.07 0.09 0.27 0.10 0.10 0.18. 0.18 Crit Volume: 359 142 442 154 Crit Moves: **** **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~„ Ala ~~ol Short Term Cumulative CondiThu Apr 10, 2008 14:53:58 Page 10-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level.Of Service Computation Report CCTALOS Method (Future Volume Alternative) +,r*,t+****+++*+***,t**tt***tw*+,r+,t+a*+*************,t***,t*+,r,r*******,t*****,t****,tt** Intersection #9 Hacienda Drive/westbound I-580 off-ramp *++***.*****~**~************~********+~~*+++..+*********~**********,r************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.822 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 128 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------~~---------------~~---------------~ Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 2 0 0 0 2 Volume Module: Base Vol: 0 1966 0 0 1417 0 0 0 0 1303 0 489 Growth 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 Initial Bse: 0 1966 0 0 1417 0 0 0 0 1303 0 489 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1966 0 0 1417 0 0 0 0 1303 0 489 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2027 0 0 1461 0 0 0 0 1343 0 504 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2027 0 0 1461 0 0 0 0 1343 0 504 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2027 0 0 1461 0 0 0 0 1343 0 504 PCE'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 MLF 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 FinalVolume: 0 2027 0 0 1461 0 0 0 0 1343 0. 504 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720. 1720 1720 1720 1720 1720 1720 1720 :1720 Adjustment:. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 T.00 1.00 0.91 1..00 0.91 .Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0:00 2.00 0.:00 2.00 Final-Sdt.: 0 5160. 0 0 5160 0 0 0 0 3127 0 3127 ------------~---------------~~---------------II---------------~~---------------~ .Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.00 0.-00 0.28 0.00 0.00 0.00 0.00 .0..43 0.00- 0.16 Grit Volume:' 676 _ 0 0 672 ..Grit Moves: *~~* **** +*** ~~****+**,r*************,r******************,r************************************* Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~; 613~P801 -t Short Term Cumulative CondiThu Apr 10, 2008 14:53:58 Page 11-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ****.******************************************************,r********************* Intersection #10 Hacienda Drive/Eastbound I-580 off-ramp Cycle (sec): 100 Critical Vol./Cap.(X): 0.710 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 79 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~~---------------~~---------------I Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 Volume Module: Base Vol: 0 2545 0 0 2179 0 610 0 590 0 0 0 Growth 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 Initial Bse: 0 2545 0 0 2179 0 610 0 590 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0- 0 0 0 0 0 0 0 0 Initial Fut: 0 2545 0 0 2179 0 610 0 590 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.970.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2624 0 0 2246 0 629 0 608 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2624 0 0 2246 0 629 0 608 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2624 0 0 2246 0 629 0 608 0 0 0 PCE 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 MLF 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 FinalVolume: 0.2624 0 0 2246 0 629 0 608 0 0 0 Saturation Flow Module: Sat/,Lane:. 1720 1720 1720. 1720.172.0 1720 1720 1720 .1720 1720 1720 1720 Adjustmentd 1.00 1.00 1.00 .1.00 1.00 1.00, 0.91 1.00 0.91 1.00 1.00 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0:00' 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 5160 0 0 5160 0 3127 0 3127 0 0 0 Capacity Analysis Module: Vol/Sat: 0.00 0.51 0.00 0.00 0:44 0.00 0.20 0.00 0.19.. 0.00 0.`00 0..00 Crit Volume: 875 0 314 0 Crit Moves •, **** **** **** Traffix 7.9:0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 6iu~~°i Short Term Cumulative CondiThu Apr 10, 2008 14:53:58 Page 12-1 Arroyo Vista Housing Redevelopment Traffic Impact Study ,, Short Term Cumulative Conditions PM Level O~f Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) **,r*********,t*******,t***************,r*************,t*****,r,r*,r,t,t********w,t******** Intersection #11 Dougherty Road/Ventura Drive Average Delay (sec/veh): 0.1 Worst Case Level Of Service: F[135.5] ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ---------- ~ = ""~` -- ---------------~~-------------- ~I---------------~~---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 2 0 0 0 0 1 1 0 0 0 1! 0 0 0 0 0 0 0 ------------~------------- --I~---------------~~---------------~~---------------~ Volume Module: Base Vol: 1 1851 0 0 1584 4 2 0 1 0 0 0 Growth 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 Initial Bse: 1 1851 0 0 1584 4 2 0 1 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 1851 0 0 1584 4 2 0 1 0 0 0 . User 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 PHF Adj: 0.97 0.97 0.97 0.97 0,.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 1 1908 0 0 1633 4 2 0 1 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 1908 0 0 1633 4 2 0 1 0 0 0 ------------~---------------~I---------------~I---------------~~---------------~ Critical Gap Module: , Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx Capacity Module: Cnflict Vol: 1637 xxxx xxxxx xxxx xxxx xxxxx 2591 3545 819' xxxx xxxx xxxxx Potent Cap.: 401 xxxx xxxxx xxxx xxxx xxxxx 21 6 323 xxxx xxxx xxxxx Move Cap.:. 401 xxxx xxxxx xxxx xxxx xxxxx 21 6 323 xxxx xxxx xxxxx Volume/Cap: 0.00 xxxx xxxx xxxx xxxx xxxx 0.10 0.00 0.00 xxxx xxxx xxxx Level Of .Service Module: ~*°~r.`:-<_ + 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx. xxxx xxxx xxxxx Control Del: 34.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx '~, ~ 'LOS by Matre : B * _ * * * * * * * * * * , Movement: LT -:LTR - RT LT - LTR - RT LT '- LTR - RT LT - LTR - RT Shared Cap.: xxxx x~xx xxxxx xxxx xxxx xxxxx xxxx 31 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx=~xxxxx xxxxx 0.3 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 136 xxxxx'xxxxx xxxx xxxxx Shared LOS: * * * * * * * F ApproachDel: xxxxxx xxxxxx 135.5 xxxxxx ApproachLOS: * * F * w- Note: Queue reported is the number of cars per lane. ~,,, *,r***,r**,t,t************,t*************,r,t,r****+w,t,t,t*,r,t***,t,t****w****,r*****,t******,t* Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA I ~ r Q~ Short Term Cumulative CondiThu Apr 10, 2008 14:53:58 Page 13-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Dougherty Road/N. Mariposa Drive Average Delay (sec/veh): 0.5 Worst Case Level Of Service: F[139.7] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------~~----:----------I---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 2 0 0 0 0 1 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: Base Vol: 10 1846 0 0 1583 2 6 0 6 0 0 0 Growth 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 Initial Bse: 10 1846 0 0 1583 2 6 0 6 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 10 1846 0 0 1583 2 6 0 6 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 10 1903 0 0 1632 2 6 0 6 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 10 1903 0 0 1632 2 6 0 6 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------~---------------II---------------I~---------------~I---------------I Capacity Module: Cnflict Vol: 1634 xxxx xxxxx xxxx xxxx xxxxx 2605 3557 817 xxxx xxxx xxxxx Potent Cap.: 402 xxxx xxxxx xxxx xxxx xxxxx 21 6 324 xxxx xxxx xxxxx`` Move Cap.: 402 xxxx xxxxx xxxx xxxx xxxxx 20 6 324 xxxx xxxx xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.31 0.00 0.02 xxxx xxxx xxxx ------------~---------------~--------------=II---------------~I---------------~ Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx.,.?cxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 14.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xx~ocx xxxx xxxxx LOS by MOVe: B * * * * * * *. * * * * , Movement: LT - LTR - RT LT = LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx, xxxx xxxx,,xxxxx xxxx 38 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 140 xxxxx x~xxx xxxx xxxxx Shared LOS: * * * * * * * F ApproachDel: xxxxxx xxxxxx 139.7 xxxxxx ApproachLOS: * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA Glb~gol Short Term Cumulative CondiThu Apr 10, 2008 14:53:58 Page 14-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Average Delay (sec/veh): 1.6 Worst Case Level Of Service: F[246.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------I~---------------~I---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 2 0 0 0 0 1 1 0 0 0 1! 0 0 0 0 0 0 0 ------------~---------------~I---------------~I---------------I~---------------~ Volume Module: Base Vol: 12 1843 0 0 1583 6 13 0 9 0 0 0 Growth 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 Initial Bse: 12 1843 0 0 1583 6 13 0 9 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol:. 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 1843 0 0 1583 6 13 0 9 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 12 1900 0 0 1632 6 13 0 9 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 12 1900 0 0 1632 6 13 0 9 0 0 0 ------------I---------------~~---------------~~---------------I~---------------~ Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ---------------------------II---------------I~---------------I~---------------~ Capacity Module: Cnflict Vol: 1638 xxxx xxxxx xxxx xxxx xxxxx 2610 3560 819 xxxx xxxx xxxxx Potent Cap.: 401 xxxx xxxxx xxxx xxxx xxxxx 20 6 323 xxxx xxxx xxxxx Move Cap.: 401 xxxx xxxxx xxxx xxxx xxxxx 20 6 323 xxxx xxxx xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.67 0.00 0.03 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: O.l xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 14.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by MOVe: B. * * * + * ,+ * * * * * Movement: LT - LTR - RT LT --LTR - RT LT - LTR - RT LT - LTR.- RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 32 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 2°.4 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 247 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * F * * * ApproachDel: xxxxxx xxxxxx 246.8 xxxxxx ApproachLOS: * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~ r~ ~~ poi ,.. Short Term Cumulative CondiThu Apr 10, 2008 14:53:58 Page 15-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative Conditions PM ------- -------------------------------------------------------------- Level Of Service Computation Report ----------- 2000 HCM Unsignalized Method (Future Volume Alternative) .Intersection #14 Dougherty Road/Monterey Drive ******************************************************************************** Average Delay (sec/veh): 0.2 Worst Case Level Of Service: C[ 16.7] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------I~--------------- Control: Uncontrolled Uncontrolled Stop Sign ~~---------------) Stop Sign Rights: Include Include Include Include Lanes : 1 0 2 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 ~~---------------~ ------------~---------------I~---------------~I--------------- Volume Module: Base' Vol: 23 1855 0 0 1589 3 0 0 14 0 0 0 Growth 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 Initial Bse: 23 1855 0 0 1589 3 0 0 14 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 1855 0 0 1589 3 0 0 14 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 24 1912 0 0 1638 3 0 0 14 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 24 1912 0 0 1638 3 0 0 14 0 0 0 ------------~---------------II---------------~~--------------- Critical Gap Module: ~~---------------I Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------~------------------------------I~--------------- Capacity Module: ~~---------------~ Cnflict Vol: 1641 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 821 xxxx xxxx xxxxx Potent Cap.: 400 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 322 xxxx xxxx xxxxx Move Cap.: 400 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 322 xxxx xxxx xxxxx Volume/Cap: 0.06 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.04 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx,xXxX 0.1 xxxx xxxx xxxxx Control Del: 14.6 xxxx xxxxx xxxxx xxxx xx~xx xxxxx xxxx 16.7 xxxxx xxxx xxxxx THOS by Move : B * * u * •.; . * * * * ~ * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 16.7 xxxxxx ApproachLOS: * * C Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~$ ~ ~Ol a ~~~~P~~1 Short Term Cumulative + Prj Thu Apr 10, 2008 14:51:29 Page 1-1 -------------------------------------------------------------------------------- Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Scenario Report Scenario: Short Term Cumulative + Prj. Conditions AM Command: Short Term Cumulative + Prj. Conditions AM Volume: Baseline + Prj. AM Geometry: 2015 lanes wp Impact Fee: Default Impact Fee Trip Generation: Default Trip Generation Trip Distribution: Default Trip Distribution Paths: Default Path Routes: Default Route Configuration: Existing PHF Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~c~4 ~ ~ ~ ~`J Short Term Cumulative + PrjThu Apr 10, 2008 14:51:29 Page 2-1 ------------ ---------------- Arroyo ------------------------------------ Vista Housing Redevelopment ----- ----- ------ Traffic Impact Study Short Term Cumulative + Project Conditions AM Level Of Service Computation Report CCTALOS Me thod (Future Volume Alternative) } **************************** ************************************ *******,r******** Intersection #1 Dougherty Road/Amador Valley Boulevard Cycle (sec): 100 Critical Vol./Cap.(X): 1.112 Loss Time (sec): 0 (Y+ R=4.0 sec) Average Delay (sec/veh): xxxx xx } Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement : ------------ L - T - R {---- L - T - R L - T - R L - T - R Control: ----------- Protected I~---------------~~---------------~~ Protected Split Phase ---------------I Split Phase +e~ Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 *'y Lanes : 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------ ~--------------- ~I---------------~I---------------~~ ----- ----------I +err Volume Module: Base Vol: 378 759 0 0 1860 390 352 0 502 0 0 0 Growth 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 Initial Bse: 378 759 0 0 1860 390 352 0 502 0 0 0 . Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ~~, PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 378 759 0 0 1860 390 352 0 502 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 ~ PHF Volume: 390 782 0 0 1918 402 363 0 518 0 0 0 ~„ Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 390 782 0 0 1918 402 363 0 518 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 390 0 0 0 nek RTOR Vol: 390 782 0 0 1918 402 363 0 128 0 0 0 PCE 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 MLF 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 FinalVOlume: 390 7,82 0 0 1918 402 363 0 128 0 0 0 """ Saturation Flow Module: Sat/Lane:. 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: I.00 2.00 0.00 0.00 1.65 0.35 1.00 0.00 1.'00 0.00 .0.00 0.00 Final Sat.: ----- 1720 3440 0 - 0 2844 596 1720 0 1720. - - 0 0 0 -------~-------- ------ Capacity Analysis. Module: ~~---------=--- -~~-- ------------~~ ----- ----- -----I Vol/Sat: 0.23 0.23 0.00 0.00 0.67 0.67 0.21 0.00 0.07 0.00 0.00 0.00 Crit Volume: 390 1160 363 0 Crit Moves: **** _ **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA Short Term Cumulative + PrjThu Apr 10, 2008 14:51:29 Page 3-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #2 Dougherty Road/Scarlett Drive ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.816 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 101 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Protected Protected Permitted Permitted Rights: Include Include. Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 2 0 1 2 0 2 0 1 0 0 1! 0 0 1 0 0 1 0 Volume Module: Base Vol: 24 1113 51 16 2405 6 17 0 84 34 1 15 Growth 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 Initial Bse: 24 1113 51 16 2405 6 17 0 84 34 1 15 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 24 1113 51 16 2405 6 17 0 84 34 1 15 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 25 1147 53 16 2479 6 18 0 87 35 1 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 1147 53 16 2479 6 18 0 87 35 1 15 RTOR Reduct: 0 0 35 0 0 6 0 0 0 0 0 0 RTOR Vol: 25 1147 18 16 2479 0 18 0 87 35 1 15 PCE 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 MLF 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 FinalVolume: 25 1147 18 16 2479 0 18 0 87 35 1 15 ------------~---------------~~---------------~~---------------I~---------------~ Saturation Flow Module: Sat/Lane: 1720 1720 _1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 0.17 0.00 0.83 1.00 0.06 0.94 Final Sat.: 1720 3440 1720 3127 3440 -1720 290 0 1430 1720 108 1612 Capacity Analysis Module: Vol/Sat: 0.01 0.33 0.01 0.01 0.72 0.00 0.06 0.00 0.06 0.02 0.01 0.01 Crit Volume: 25 1240 104 35 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~~oi r Short Term Cumulative + PrjThu Apr 10, 2008 14:51:29 Page 4-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) *******************************************************************,r************ Intersection #3 Dougherty Road/Sierra Lane ******************************************************************************** Cycle (sec): _ 100 Critical Vol./Cap.(X): 0...714 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycler 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------~~---------------I~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 2 1 0 1 0 2 1 0 1 0 1 0 1 1 0 0 1 0 Volume Module: Base Vol: 256 1137 99 15 2417 91 40 2 51 51 5 11 Growth 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 Initial Bse: 256 1137 99 15 2417 91 40 2 51 51 5 11 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 256 1137 99 15 2417 91 40 2 51 51 5 11 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 264 1172 102 15 2492 94 41 2 53 53 5 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 264 1172 102 15 2492 94 41 2 53 53 5 11 RTOR Reduct: 0 0 0 0 0 0 0 0 53 0 0 0 RTOR Vol: 264 1172 102 15 2492 94 41 2 0 53 5 11 PCE 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 MLF 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 FinalVolume: 264 1172 102 15 2492 94 41 2 0 53 5 11 Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650.1650 1650 1650 1650 1650 Adjustment:. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.76 0.24 1.00 2.89 0.11 1.00 1.00 1.00 1.00 0.31 0.69 Final Sat.: 1650 4554 396 1650 4770 180 1650 1650 1650 1650 516 1134 Capacity Analysis Module: Vol/Sat: 0.16 0.26 0.26 0.01 0.52' 0.52 0.02 0.00 0.00 0.03 0.01 0.01 Crit Volume:- 264 862 0 53 Crit Moves• **** **** **** **** ******************************************************************************** ;a:, Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~ ~a~,~~Df Short Term Cumulative + PrjThu Apr 10, 2008 14:51:29 Page 5-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) *****************************************+r.*,r************************************ Intersection #4 Dougherty Road/Dublin Boulevard ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.796 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 112 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------II---------------I~---------------~---------------I Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 3 0 3 0 2 2 0 3 1 0 2 0 3 0 2 3 0 3 0 1 Volume Module: Base Vol: 390 1205 937 366 2110 122 164. 856 391 278 1427 327 Growth 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 Initial Bse: 390 1205 937 366 2110 122 164 856 391 278 1427 327 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 390 1205 937 366 2110 122 164 856 391 278 1427 327 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 402 1242 966 377 2175 126 169 882 403 287 1471 337 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 402 1242 966 377 2175 126 169 882 403 287 1471 337 RTOR Reduct: 0 0 110 0 0 0 0 0 154 0 0 208 RTOR Vol: 402 1242 856 377 2175 126 169 882 249 287 1471 130 PCE 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 MLF 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 FinalVolume: 402 1242 856 377 2175 126 169 882 249 287 1471 130 ------------I---------------~~---------------~I---------------~~---------------~ Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.03 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.67 1.00 1.00 Lanes: 3.00 3.00 2.00 2.00 3.78 0.22 2.00 3.00 2.00 3.00 3.00 1.00 Final Sat.: 4307 5099 3000 3000 6239 361 3000 4950 3000 4307 4950 1650 ------------~---------------~I---------------~~---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.09 0.24 0.29 0.13 0.35 0.35 0.06 0.18 0.08 0.07 0.30 0.08 Crit Volume: 134 575 85 490 Crit Moves• **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~, ~a~ ~~oi Short Term Cumulative + PrjThu Apr 10, 2008 14:51:29 Page 6-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #5 Dougherty Road/Westbound I-580 off-ramp ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.801 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 115 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Protected Protected Split Phase Split Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 2 ------------~---------------I~---------------I~---------------~~---------------I Volume Module: Base Vol: 0 1751 0 0 1814 0 0 0 0 552 0 781 Growth 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 Initial Bse: 0 1751 0 0 1814 0 0 0 0 552. 0 781 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1751 0 0 1814 0 0 0 0 552 0 781 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1805 0 0 1870 0 0 0 0 569 0 805 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1805 0 0 1870 0 0 0 0 569 0 805 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 1805 0 0 1870 0 0 0 0 569 0 805 PCE 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 MLF 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 FinalVolume: 0 1805 0 0 1870 0 0 0 0 569 0 805 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Lanes: 0.00 3.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00. 2.00 Final Sat.: 0 5160 0 0 3440 0 0 0 0 3127 0 3127 ------------~---------------II---------------~~---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.00 0.00 0.54 0.00 0.00 0.00 0.00 0.18 0.00 0.26 Crit Volume: 0 935 0 403 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA Aee* ~S~ ~~ . Short Term Cumulative + PrjThu Apr 10, 2008 14:51:29 Page 7-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #6 Hopyard Road/Eastbound I-580 off-ramp ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.858 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 160 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------~I---------------~~---------------~ Control: Protected Protected Split Phase Split Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 ------------~---------------~~---------------~~---------------II---------------~ Volume Module: Base Vol: 0 1228 0 0 1695 0 888 0 1575 0 0 0 Growth 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 Initial Bse: 0 1228 0 0 1695 0 888 0 1575 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1228 0 0 1695 0 888 0 1575 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1266 0 0 1747 0 915 0 1624 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1266 0 0 1747 0 915 0 1624 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 1266 0 0 1747 0 915 0 1624 0 0 0 PCE 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 MLF 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 FinalVOlume: 0 1266 0 0 1747 0 915 0 1624 0 0 0 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 1.00 1.00' 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 5160 0 0 5160 0 3127 0 3127 0 0 0 ------------~---------------~~---------------I~---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.00 0.00 0.34 0.00 0.29 0.00 0.52 0.00 0.00 0.00 Crit Volume: 0 582 812 0 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~C7v`~ ~~ ~i Short Term Cumulative + PrjThu Apr 10, 2008. 14:51:29 Page 8-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dublin Boulevard/Scarlett Drive ******************************************************************************** Cycle {sec): 100 Critical Vol./Cap.(X): 0.361 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------II---------------~~---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 3 0 1 1 0 3 0 0 Volume Module: Base Vol: 109 0 41 0 0 0 16 1247 49 70 1431 0 Growth 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 Initial Bse: 109 0 41 0 0 0 16 1247 49 70 1431 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 109 0 41 0 0 0 16 1247 49 70 1431 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 112 0 42 0 0 0 16 1286 51 72 1475 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 0 42 0 0 0 16 1286 51 72 1475 0 RTOR Reduct: 0 0 42 0 0 0 0 0 51 0 0 0 RTOR Vol: 112 0 0 0 0 0 16 1286 0 72 1475 0 PCE 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 MLF 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 FinalVolume: 112 0 0 0 0 0 16 1286 0 72 1475 0 Saturation Flow Module: - _ Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 1.00 3.00 0.00 Final Sat.: 1720 0 1720 0 0 0 1720 5160 1720 1720 5160 0 ------------~---------------I~---------------~~---------------~~---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.00 0.00 0.00 0.00 0.00 0.01 0.25 0.00 0.04 0.29 0.00 Crit Volume: 112 0 16 492 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ,~sn Short Term Cumulative + PrjThu Apr 10, 2008 14:51:29 Page 9-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Hacienda Drive/Dublin Boulevard Cycle (sec): 100 Critical Vol./Cap.(X): 0.698 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 75 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------I~---------------~~---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 3 0 2 0 2 2 0 3 0 1 2 0 3 0 2 2 0 2 1 0 Volume Module: Base Vol: 568 902 201 53 989 369 162 450 136 684 1323 118 Growth 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 Initial Bse: 568 902 201 53 989 369 162 450 136 684 1323 118 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 568 902 201 53 989 369 162 450 136 684 1323 118 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 586 930 207 55 1020 380 167 464 140 705 1364 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 586 930 207 55 1020 380 167 464 140 705 1364 122 RTOR Reduct: 0 0 207 0 0 92 0 0 140 0 0 0 RTOR Vol: 586 930 0 55 1020 289 167 464 0 705 1364 122 PCE 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 MLF 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 FinalVOlume: 586 930 0 55 1020. 289 167 464 0 705 1364 122 Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.91 1.00 1.00 Lanes: 3.00 2.00 2.00 2.00 3.00 1.00 2.00 3.00 2.00 2.00 2.75 0.25 Final Sat.: 4307 3300 3000 3000 4950 1650 3000 4950 3000 3000 4545 405 ------------~---------------~I---------------~~---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.14 0.28 0.00 0.02 0.21 0.17 0.06 0.0.9 0.00 0.24 0.30 0.30 Crit Volume: 195 340 84 495 Crit Moves• **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~g ~ col Short Term Cumulative + PrjThu Apr 10, 2008 14:51:29 Page 10-1 Arroyo_Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Hacienda Drive/Westbound I-580 off-ramp ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.992 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~I---------------~~---------------~~---------------~ Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 2 0 0' 0 2 Volume Module: Base Vol: 0 2189 0 0 1043 0 0 0 0 1683 0 314 Growth 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 Initial Bse: 0 2189 0 0 1043 0 0 0 0 1683 0 314 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2189 0 0 1043 0 0 0 0 1683 0 314 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2257 0 0 1075 0 0 0 0 1735 0 324 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2257 0 0 1075 0 0 0 0 1735 0 324 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2257 0 0 1075 0 0 0 0 1735 0 324 PCE 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 MLF 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 FinalVolume: 0 2257 0 0 1075 0 0 0 0 1735 0 324 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 2.00 0..00 2.00 Final Sat.: 0 5160 0 0 5160 0 0 0 0 3127 0 3127 ------------~---------------I~---------------~~---------------I~---------------~ Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.00 0.00 0.21 0.00 0.00 0.00 0.00 0.55 0.00 0.10 Crit Volume: 752 0 0 868 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling.. Assoc. Licensed to TJKM, PLEASANTON, CA «ne -~' Short Term Cumulative + PrjThu Apr 10, 2008 14:51:30 Page it-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative). ******************************************************************************** Intersection #10 Hacienda Drive/Eastbound I-580 off-ramp ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.898 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------~~---------------~ Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 Volume Module: Base Vol: 0 1344 0 0 2529 0 1190 0 1101 0 0 0 Growth 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 Initial Bse: 0 1344 0 0 2529 0 1190 0 1101 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1344 0 0 2529 0 1190 0 1101 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1386 0 0 2607 0 1227 0 1135 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1386 0 0 2607 0 1227 0 1135 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 1386 0 0 2607 0 1227 0 1135 0 0 0 PCE 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 MLF 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 FinalVOlume: 0 1386 0 0 2607 0 1227 0 1135 0 0 0 ------------~---------------~~---------------~---------------~I---------------I Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 1.00 1.00 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 5160 0 0 5160 0 3127 0 3127 0 0 0 ------------~---------------~~---------------~I---------------I~---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.00 0.00 0.51 0.00 0.39 0.00 0.36 0.00 0.00 0.00 Crit Volume: 0 869 613 0 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA X30 ~ ~~ Short Term Cumulative + PrjThu Apr 10, 2008 14:51:30 Page 12-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Dougherty Road/Ventura Drive ******************************************************************************** Average Delay (sec/veh): 0.2 Worst Case Level Of Service: D[ 28.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 0 0 2 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 0 1137 0 0 2359 3 0 0 24 0 0 0 Growth 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 Initial Bse: 0 1137 0 0 2359 3 0 0 24 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1137 0 0 2359 3 0 0 24 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1172 0 0 2432 3 0 0 25 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1172 0 0 2432 3 0 0 25 0 0 0 ------------~---------------~~---------------I~---------------~~---------------~ Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx Fo1lowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------~---------------I---------------~I---------------~~---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1218 xxxx xxxx xxxxx Potent Cap.: xrxx xxxx xxx~ex,.xxxx xxxx xxxxx xxxx xxxx 176 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 176 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.14 xxxx xxxx xxxx ------------~---------------~I---------------~~---------------~~---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.5 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 28.8 xxxxx xxxx xxxxx LOS by MOVe: * * * * * * * * D Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * ApproachDel: xxxxxx xxxxxx 28.8 xxxxxx ApproachLOS: * * D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ww X31 ~' gO~ Short Term Cumulative + PrjThu Apr 10, 2008 14:51:30 Page 14-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive ***********************,r******************************************************** Average Delay (sec/veh): 57.5 Worst Case Level Of Service: F[2094.2] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~~---------------I~---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 2 0 0 0 0 1 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: Base Vol: 41 1104 0 0 2378 5 33 0 66 0 0 0 Growth 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 Initial Bse: 41 1104 0 0 2378 5 33 0 66 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 41 1104 0 0 2378 5 33 0 66 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 42 1138 0 0 2452 5 34 0 68 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 42 1138 0 0 2452 5 34 0 68 0 0 0 ------------~---------------~~-----T---------~~---------------~~---------------~ Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------I---------------I~---------------~I---------------~I---------------~ Capacity Module: Cnflict Vol: 2457 xxxx xxxxx xxxx xxxx xxxxx 3108 3677 1228 xxxx xxxx xxxxx Potent Cap.: 193 xxxx xxxxx xxxx xxxx xxxxx 9 5 173 xxxx xxxx xxxxx Move Cap.: 193 xxxx xxxxx xxxx xxxx xxxxx 8 4 173 xxxx xxxx xxxxx Volume/Cap: 0.22 xxxx xxxx xxxx xxxx xxxx 4.44 0.00 0.39 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: 0.8 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 28.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: D * * * * * * * * * * * Movement: LT - LTR -'RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 21 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 13.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 2094 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * F ApproachDel: xxxxxx xxxxxx 2094.2 xxxxxx ApproachLOS: * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA '! MITIG8 - Short Term CumulatThu May 1, 2008 17:42:10 Page 1-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive Cycle (sec): 85 Critical Vol./Cap.(X): 0.798 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 71 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------~~---------------~I---------------~ Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 1 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------I~---------------~I---------------I~---------------I Volume Module: Base Vol: 41 1104 0 0 2378 5 33 0 66 0 0 0 Growth 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 Initial Bse: 41 1104 0 0 2378 5 33 0 66 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 42 1138 0 0 2452 5 34 0 68 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 1138 0 0 2452 5 34 0 68 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 42 1138 0 0 2452 5 34 0 68 0 0 0 PCE 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 MLF 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 FinalVolume: 42 1138 0 0 2452 5 34 0 68 0 0 0 ------------~---------------~~---------------~~---------------I~---------------~ Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 1.99 0.01 0.33 0.00 0.67 0.00 0.00 0.00 Final Sat.: 1720 3440 0 0 3433 7 573 0 1147 0 0 0 ------------~---------------~~---------------~I---------------~I---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.33 0.00 0.00 0.71 0.71 0.06 0:00 0.06 0.00 0.00 0.00 Crit Volume: 42 1228 102 0 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~,: ~ ~ ,~ ~o r Short Term Cumulative + PrjThu Apr 10, 2008 14:51:30 Page 15-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Dougherty Road/Monterey Drive ******************************************************************************** Average Delay (sec/veh): 0.2 Worst Case Level Of Service: D[ 30.7] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~~---------------I~---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 '1 1 0 0 0 0 0 1 0 0 0 0 0 ------------~---------------~~---------------I~---------------~~---------------~ Volume Module: Base Vol: 0 1145 0 0 2442 2 0 0 24 0 0 0 Growth 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 Initial Bse: 0 1145 0 0 2442 2 0 0 24 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1145 0 0 2442 2 0 0 24 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1180 0 0 2518 2 0 0 25 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1180 0 0 2518 2 0 0 25 0 0 0 ------------~---------------~~---------------I~---------------~~---------------~ Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx Fo1lowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------~---------------II---------------~~---------------~~---------------~ Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1260 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 164 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 164 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.15 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.5 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 30.7 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * D Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 30.7 xxxxxx ApproachLOS: * * D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~3~ ~ k o~ ~~~ ~ ,~ Short Term Cumulative + Prj Thu Apr 10, 2008 14:38:54 Page 1-1 -------------------------------------------------------------------------------- Arroyo Vista Housing Redevelopment Traffic Impact Study t+ Short Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Scenario Report ~` Scenario: Short Term Cumulative + Prj. Conditions PM Command: Short Term Cumulative + Prj. Conditions PM Volume: Baseline + Prj. PM ~"' Geometry: 2015 lanes wp Impact Fee: Default Impact Fee ' Trip Generation: Default Trip Generation Trip Distribution: Default Trip Distribution ^r' Paths: Default Path Routes: Default Route Configuration: Future PHF 0.97 Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~. ~~., // l Short Term Cumulative + PrjThu Apr 10, 2008 14:38:54 Page 2-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) *+~*++~*+*++*+****+*****+~*******+*+**++~****~*+****++*+~++,~*+***************,r** Intersection #1 Dougherty Road/Amador Valley Boulevard Cycle (sec): 100 Critical Vol./Cap.(X): 1.006 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F *******,r***********+~*******************+******************,r*********+********+~ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------I---------------~~---------------~I---------------~~---------------I Volume Module: Base Vol: 472 1392 0 0 1205 519 345 0 401 0 0 0 Growth 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 Initial Bse: 472 1392 0 0 1205 519 345 0 401 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 472 1392 0 0 1205 519 345 0 401 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 487 1435 0 0 1242 535 356 0 413 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 487 1435 0 0 1242 535 356 0 413 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 413 0 0 0 RTOR Vol: 487 1435 0 0 1242 535 356 0 0 0 0 0 PCE 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 MLF 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 FinalVolume: 487 1435 0 0 1242 535 356 0 0 0 0 0 ------------I---------------~~---------------~~---------------I~---------------~ Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 1.40 0.60 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1720 3440 0 0 2404 1036 1720 0 1720 0 0 0 ------------I---------------I~---------------~~---------------~I---------------~ Capacity Analysis Module: Vol/Sat: 0.28 0.42 0.00 0.00 0.52 0.52 0.21 0.00 0.00 0.00 0.00 0.00 Crit Volume: 487 889 356 0 Crit Moves: **** **** **** ~~**~tt+*t***t***t*tt,t,tt+,r*+****w****,t**,tt*,t+tt~+,t*+,t*+,t~**************,t ,t*,t*,t +,t+ Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~3~ ~ ~~ Short Term Cumulative + PrjThu Apr 10, 2008 14:38:54 Page 3-1 ..Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dougherty Road/Scarlett Drive ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.441 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 2 1 0 2 0 2 1 0 0 0 1! 0 0 1 0 0 1 0 ------------~---------------I~---------------~~---------------~~---------------~ Volume Module: Base Vol: 64 1903 22 17 1580 22 12 1 44 27 1 20 Growth 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 Initial Bse: 64 1903 22 17 1580 22 12 1 44 27 1 20 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 64 1903 22 17 1580 22 12 1 44 27 1 20 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 66 1962 23 18 1629 23 12 1 45 28 1 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 1962 23 18 1629 23 12 1 45 28 1 21 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 66 1962 23 18 1629 23 12 1 45 28 1 21 PCE 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 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.OD FinalVolume: 66 1962 23 18 1629 23 12 1 45 28 1 21 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.97 0.03 2.00 2.96 0.04 0.21 0.02 0.77 1.00 0.05 0.95 Final Sat.: 1720 5101 59 3127 5089 71 362 30 1328 1720 82 1638 Capacity Analysis Module: Vol/Sat: 0.04 0.38 0.38 0.01 0.32 0.32 0.03 0.03 0.03 0.02 0.01 0.01 Crit Volume: 662 9 59 28 Crit Moves• **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~a . ~37~ ~o~ Short Term Cumulative + PrjThu Apr 10, 2008 14:38:54 Page 4-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Dougherty Road/Sierra Lane ******************************************************************************** Cycle (sec): loo Critical Vol./Cap.(X): 0.500 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 46 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------I~---------------I~---------------~ Control: Protected Protected Protected Protected , Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 0 1 1 0 0 1 0 ------------~---------------~~---------------~~---------------II--------------- Volume Module: Base Vol: 70 1859 70 21 1562 67 101 6 106 20 6 30 Growth 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 Initial Bse: 70 1859 70 21 1562 67 101 6 106 20 6 30 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 70 1859 70 21 1562 67 101 6 106 20 6 30 User 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 PHF Adj: 0.97, 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 72 1916 72 22 1610 69 104 6 109 21 6 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 1916 72 22 1610 69 104 6 109 21 6 31 RTOR Reduct: 0 0 0 0 0 0 0 0 72 0 0 0 RTOR Vol: 72 1916 72 22 1610 69 104 6 37 21 6 31 PCE 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 MLF 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 FinalVOlume: 72 1916 72 22 1610 69 104 6 37 21 6 31 ------------~---------------II---------------II---------------~~---------------~ Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.89 0.11 1.00 2.88 0.12 1.00 1.00 1.00 1.00 0.17 0.83 Final Sat.: 1650 4770 180 1650 4746 204 1650 1650 1650 1650 275 1375 ------------~---------------~~---------------~~---------------~I---------------~ Capacity Analysis Module: Vol/Sat: 0.04 0.40 0.40 0.01 0.34 0.34 0.06 0.00 0.02 0.01 0.02 0.02 Crit Volume: 663 22 104 37 Crit Moves• **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~3~ a ~ 0~ , 1 Short Term Cumulative + PrjThu Apr 10, 2008 14:38:55 Page 5-1 Arroyo Vista Housing Redevelopment Traffic Impact Study ,~, Short Term Cumulative + Project Conditions PM ------------- ----- ---------- Level ---------------------------------- Of Service Computation Report ------ ------ ------ ~' CCTALOS Me thod (Future Volume Alternative) z ****************** ********** **************************************** ************ Intersection #4 Dougherty Ro ad/Dublin Boulevard Cycle (sec): 100 Critical Vol./Cap.(X): 0.873 , Loss Time (sec): 0 (Y+ R=4.0 sec) Average Delay (sec/veh): xxxx xx Optimal Cycle: 180 Level Of Service: D **************************** **************************************** ************ Approach: North Bound South Bound East Bound W est Bound Movement : L - T - R L - T - R L - T - R L - T - R '~' ------------ Control: ~--------------- Protected ~~---------------II--------------- Protected Protected ~~---- P -----------I rotected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 ""' Lanes : 3 0 3 0 2 2 0 3 1 0 2 0 3 0 2 3 0 3 0 1 Volume Module: Base Vol: 633 1670 457 281 1338 137 226 1158 535 650 1735 406 Growth 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 Initial Bse: 633 1670 457 281 1336 137 226 1158 535 650 1735 406 ~r Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 633 1670 457 281 1338 137 226 1158 535 650 1735 406 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 653 1722 471 290 1379 141 233 1194 552 670 1789 419 , Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 653 1722 471 290 1379 141 233 1194 552 670 1789 419 RTOR Reduct: 0 0 257 0 0 0 0 0 250 0 0 159 RTOR Vol: 653 1722 214 290 1379 141 233 1194 -301 670 1789 259 PCE 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 MLF 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 FinalVolume: 653 1722 214 290 1379 141 233 1194 301 670 1789 259 Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.03 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.87 1.00 1.00 Lanes: 3.00 3.00 2.00 2.00 3.63 0.37 2.00 3.00 2.00 3.00 3.00 1.00 Final Sat.: 4307 5099 3000 3000 5987 613 3000 4950 3000 4307 4950 1650 °""` ------------I----- Capacity Analysis ---------- Module: ~~---------------~~--------------- ~~---- ------ -----~ sir Vol/Sat: 0.15 0.34 0.07 0.10 0.23 0.23 0.08 0.24 0.10 0.16 0.36 0.16 Crit Volume: 574 145 116 596 ' Crit Moves: **** **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ,~ Short Term Cumulative + PrjThu Apr 10, 2008 14:38:55 Page 6-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Dougherty Road/Westbound I-580 off-ramp ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.683 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 72 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Protected Protected Split Phase Split Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 2 ------------~---------------~~---------------~~---------------~I---------------I Volume Module: Base Vol: 0 2149 0 0 1608 0 0 0 0 410 0 611 Growth 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 Initial Bse: 0 2149 0 0 1608 0 0 0 0 410 0 611 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2149 0 0 1608 0 0 0 0 410 0 611 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2215 0 0 1658 0 0 0 0 423 0 630 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2215 0 0 1658 0 0 0 0 423 0 630 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2215 0 0 1658 0 0 0 0 423 0 630 PCE 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 MLF 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 FinalVOlume: 0 2215 0 0 1658 0 0 0 0 423 0 630 ------------~---------------II---------------~I---------------~~---------------~ Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Lanes: 0.00 3.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5160 0 0 3440 0 0 0 0 3127 0 3127 Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.00 0.00 0.48 0.00 0.00 0.00 0.00 0.14 0.00 0.20 Crit Volume: 0 829 0 315 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 6~ ~,o i Short Term Cumulative + PrjThu Apr 10, 2008 14:38:55 Page 7-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative)- ~ ************* **** *********** ********************************** ****** ************ , Intersection #6 H opyard Road /Eastbound I-580 off-ramp ************* **** *********** ********************************** ****** ************ Cycle (sec): 100 Critical Vol./Cap.(X): 0.835 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh ): xxx xxx Optimal Cycle: 138 Level Of Service: D Approach: No rth Bound South Bound East Bound W est Bound Movement : ------------~ L - T - R L - T - R L - T - R L - T - R "~' Control: ---- P ----------- rotected ~~---------------~I--------------- Protected Split Phase ~~---- Sp -----------~ lit Phase an° Rights: W ideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 "{° Lanes : 0 0 3 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 ------------~ ---- ----------- II---------------~I--------------- I---- -----------I ~w Volume Module: Base Vol: 0 2372 0 0 1567 0 882 0 1095 0 0 0 Growth 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 Initial Bse: 0 2372 0 0 1567 0 882 0 1095 0 0 0 ~, Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2372 0 0 1567 0 882 0 1095' 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 wp PHF Volume: 0 2445 0 0 1615 0 909 0 1129 0 0 0 ~. Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2445 0 0 1615 0 909 0 1129 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 ~~ RTOR Vol: 0 2445 0 0 161.5 0 909 0 1129 0 0 0 PCE 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 ~ MLF 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 FinalVOlume: 0 2445 0 0 1615 0 909 0 1129 0 0 0 ~"`' Saturation Fl ow M odule: °'~' Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 1.00 1.00 1.00 ~ Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 5160 0 - 0 5160 0 3127 0 3127 0 0 0 `"'' ------------I Capacity Anal ---- ysis ------- --- Module: ~---------------~~--------------- ~~---- ------ -----~ r~ Vol/Sat: 0.00 0.47 0.00 0.00 0.31 0.00 0.29 0.00 0.36 0.00 0.00 0.00 Crit Volume: 815 0 564 0 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA e~ tier h 64~ ~ Cpl Short Term Cumulative + PrjThu Apr 10, 2008 14:38:55 Page 8-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dublin Boulevard/Scarlett Drive ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.597 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 57 Level Of Service: A **************,t********,t***********,r*******w***,t********,t*,t*,t*****,t********,t**,r* Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------I~---------------~~---------------) Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 3 0 1 1 0 3 0 0 Volume Module: Base Vol: 121 0 45 0 0 0 16 1720 60 70 2577 0 Growth 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 Initial Bse: 121 0 45 0 0 0 16 1720 60 70 2577 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 121 0 45 0 0 0 16 1720 60 70 2577 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 125 0 46 0 0 0 16 1773 62 72 2657 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 125 0 46 0 0 0 16 1773 62 72 2657 0 RTOR Reduct: 0 0 46 0 0 0 0 0 62 0 0 0 RTOR Vol: 125 0 0 0 0 0 16 1773. 0 72 2657 0 PCE 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 MLF 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 FinalVolume: 125 0 0 0 0 0 16 1773 0 72 2657 0 ------------I---------------I~---------------~~---------------~~---------------I Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 1.00 3.00 0.00 Final Sat.: 1720 0 1720 0 0 0 1720 5160 1720 1720 5160 0 ------------~---------------~~---------------~I---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.07 0.00 0.00 0.00 0.00 0.00 0.01 0.34 0.00 0.04 0.51 0.00 Crit Volume: 125 0 16 886 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA Short Term Cumulative + PrjThu Apr 10, 2008 14:38:55 Page 9-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM ------------ ----- --------------------------------------------- Level Of Service Computation Report ------ ------ ------ srr CCTALOS Method (Future Volume Alternative) ***************** *************************************************** ****** ****** Intersection #8 H acienda Drive/Dublin Boulevard ***************** *************************************************** ****** ****** Cycle (sec): 100 Critical Vol./Cap.(X): 0.6 83 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh ): xxxx xx Optimal Cycle: 72 Level Of Service: B ***************** *************************************************** ****** ****** M!t Approach: No rth Bound South Bound East Bound W est Bound Movement : L - T - R L- T - R L - T - R L - T - R Control: P rotected Protected Protected P rotect ed Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 "~° Lanes: 3 0 2 0 2 2 0 3 0 1 2 0 3 0 2 2 0 2 1 .0 ------------ I---- ----------- II---------------II--------------- II---- ------ -----I ~' Volume Module: Base Vol: 531 697 597. 276 448 251 250 1288 491 298 857 27 k Growth 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 Initial Bse: 531 697 597 276 448 251 250 1288 491 298 857 27 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ~, PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 , Initial Fut: 531 697 597 276 448 251 250 1288 491 298 857 27 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 ~ PHF Volume: 547 719 615 285 462 259 258 1328 506 307 884 28 , Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 547 719 615 285 462 259 258 1328 506 307 884 28 RTOR Reduct: 0 0 169 0 0 142 0 0 210 0 0 0 RTOR Vol: 547 719 446 285 462 117 258 1328 296 307 884 28 PCE 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 MLF 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 FinalVolume: 547 . 719 446 285 462 117 258 1328 296 307 884 28 " Saturation Flow Module: `` Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.91 1.00 1.00 Lanes: 3.00 2.00 2.00 2.00 3.00 1.00 2.00 3.00 2.00 2.00 2.91 0.09 Final Sat.: 4307 3300 3000 3000 4950 1650 3000 4950 3000. 3000 4799 151 Capacity Analysis Module: Vol/Sat: 0.13 0.22 0.15 0.09 0.09 0.07 0.09 0.27 0.10 0.10 0.18 0.18 Crit Volume: 359 142 443 154 =- Crit Moves• **** **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~g2~so~ Short Term Cumulative + PrjThu Apr 10, 2008 14:38:55 Page 10-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #9 Hacienda Drive/Westbound I-580 off-ramp ****************************************,r*************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.823 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 129 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------~~---------------~ Control: .Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 2 0 0 0 2 Volume Module: Base Vol: 0 1968 0 0 1417 0 0 0 0 1303 0 489 Growth 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 Initial Bse: 0 1968 0 0 1417 0 0 0 0 1303 0 489 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1968 0 0 1417 0 0 0 0 1303 0 489 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97. 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2029 0 0 1461 0 0 0 0 1343 0 504 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2029 0 0 1461 0 0 0 0 1343 0 504 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2029 0 0 1461 0 0 0 0 1343 0 504 PCE 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 MLF 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 FinalVolume: 0 2029 0 0 1461 0 0 0 0 1343 0 504 ------------~---------------~---------------~~---------------~~---------------I Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5160 0 0 5160 0 0 0 0 3127 0 3127 ------------~---------------~~---------------~~---------------~~---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.00 0.00 0.28 0.00 0.00 0.00 0.00 0.43 0.00 0.16 Crit Volume: 676 0 0 672 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~ ~~t r- Short Term Cumulative + PrjThu Apr 10, 2008 14:38:55 Page 11-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM ----------------- ----------- Level ------------------------------------ Of Service Computation Report ----- ----- ------ ~' CCTALOS Me thod (Future Volume Alternative) ***************** *********** ************************************ ***** ***** ****** Intersection #10 Hacienda Dr ive/Eastbound I-580 off-ramp ***************** *********** ************************************ ***** ***** ****** lei Cycle (sec): 100 Critical Vol./Cap.(X): 0.7 10 Loss Time (sec): 0 (Y+ R=4.0 sec) Average Delay (sec/veh): xxxx xx ~"` Optimal Cycle: 79 Level Of Service: C ***************** *********** ************************************ ********** ****** wr Approach: No rth Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ~`" ------------~---- Control: P ----------- rotected ~~---------------~~---------------II Protected Split Phase ---------------~ Split Phase Rights: Ignore Ignore Include Inclu de Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 ------------I---- ----------- II---------------II---------------II ----- ----- -----I ~ Volume Module: Base Vol: 0 2546 0 0 2180 0 610 0 591 0 0 0 Growth 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 Initial Bse: 0 2546 0 0 2180 0 610 0 591 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2546 0 0 2180 0 610 0 591 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 . 0.97 0.97 0.97 ~. PHF Volume: 0 2625 0 0 2247 0 629 0 609 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2625 0 0 2247 0 629 0 609 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2625 0 0 2247 0 629 0 609 0 0 0 PCE 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 :, MLF 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 FinalVolume: 0 2625 0 0 2247 0 629 0 609 0 0 0 ~` Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 1.00 1.00 1.00 ei" Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 5160 0 0 5160 0 3127 0 3127 0 0 0 ~"" ------------~---- Capacity Analysis ----------- Module: ~~---------------~I---------------~~ ----- ----- -----~ w~ Vol/Sat: 0.00 0.51 0.00 0.00 0.44 0.00 0.20 0.00 0.19 0.00 0.00 0.00 Crit Volume: 875 0 -,.3:14 0 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA eii ,; ~~s~~oi Short Term Cumulative + PrjThu Apr 10, 2008 14:38:55 Page 12-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Dougherty Road/Ventura Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: C[ 16.9] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~~---------------I~---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 0 1864 0 0 1599 7 0 0 15 0 0 0 Growth 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 Initial Bse: 0 1864 0 0 1599 7 0 0 15 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1864 0 0 1599 7 0 0 15 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1922 0 0 1648 7 0 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVOlume: 0 1922 0 0 1648 7 0 0 15 0 0 0 ------------~---------------~---------------~~---------------I~---------------~ Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx Fo1lowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------I---------------~~---------------II---------------~~---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 828 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 319 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 319 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.05 xxxx xxxx xxxx Level Of Service Module: 2Way95thO: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 16.9 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared `LOS : * * ApproachDel: xxxxxx xxxxxx 16.9 xxxxxx ApproachLOS: * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2006 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~--~ gad ~ r~ +~~ Short Term Cumulative + PrjThu Apr 10, 2008 14:38:55 Page 14-1 Arroyo Vista Housing Redevelopment Traffic Impact Study , Short Term Cumulative + Project Conditions PM Level Of Service Computation Report 2 000 HCM Unsignalized Method (Future Volume Alternative) Intersection #13 Dougherty Road/S. Mariposa Drive Average Delay (sec/veh): 12.1 Worst Case Level Of Service: F[725.2] Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ Control: ~---------------~~---------------~---------------~ Uncontrolled Uncontrolled Stop Sign I---------------~ Stop Sign Rights: Include Include Include Include Lanes : 1 0 2 0 0 0 0 1 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: ~~ Base Vol: 108 1844 0 0 1600 14 20 0 38 0 0 0 Growth 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 wr Initial Bse: 108 1844 0 0 1600 14 20 0 38 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 108 1844 0 0 1600 14 20 0 38 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 111 1901 0 0 1649 14 21 0 39 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 111 1901 0 0 1649 14 21 0 39 - 0 0 0 ------------ Critical Gap ~---------------~~---------------~----------- ---I Module: ~---------------~ Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------~---------------~~---------------~I---------------I Capacity Module: ~---------------~ ~.m Cnflict Vol: 1664 xxxx xxxxx xxxx xxxx xxxxx 2830 3780 832 xxxx xxxx xxxxx Potent Cap.: 392 xxxx xxxxx xxxx xxxx xxxxx 14 4 317 xxxx xxxx xxxxx cur Move Cap.: 392 xxxx xxxxx xxxx xxxx xxxxx 11 3 317 xxxx xxxx xxxxx Volume/Cap: 0.28 xxxx xxxx xxxx xxxx xxxx 1.83 0.00 0.12 xxxx xxxx xxxx "' Level Of Service Module: 2Way95thQ: 1.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 17.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ~""' LOS by Move: C * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT e Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 31 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 6.9 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 725 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * F * * * * ~r ApproachDel: xxxxxx xxxxxx 725.2 xxxxxx ApproachLOS: * * F * ************ ******************************************************************** Note: Queue reported is the number of cars per lane. ************ ******************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA *#; 6~-~ ~ 80~ M[ITIGB - Short Term CumulatThu May 1, 2008 17:43:24 Page 1-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Base Volume Alternative) Intersection #13 Dougherty Road/S. .Mariposa Drive ******************************************************************************** Cycle (sec): 85 Critical Vol./Cap.(X): 0.587 Doss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Crptimal Cycle: 35 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Klovement : L - T - R L - T - R L - T - R~ L - T - R ------------~---------------I~---------------~---------------~~---------------~ Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Main. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 2 0 0 0 0 1 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------~~---------------II---------------I~---------------I Volume Module: Base Vol: 108 1844 0 0 1600 14 20 0 38 0 0 0 Growth 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 Initial Bse: 108 1844 0 0 1600 14 20 0 38 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 111 1901 0 0 1649 14 21 0 39 0 0 0 R.educt Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 1901 0 0 1649 14 21 0 39 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 111 1901 0 0 1649 14 21 0 39 0 0 0 PCE 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 MLF 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 FinalVOlume: 111 1901 0 0 1649 14 21 0 39 0 0 0 ------------~---------------~I---------------~~---------------~~---------------~ Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 1.98 0.02 0.34 0.00 0.66 0.00 0.00 0.00 Final Sat.: 1720 3440 0 0 3410 30 593 0 1127 0 0 0 ------------~---------------I~---------------~~---------------~~---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.55 0.00 0.00 0.48 0.48 0.03 0.00 0.03 0.00 0.00 0.00 Crit Volume: 951 0 60 0 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~ Short Term Cumulative + PrjThu Apr 10, 2008 14:38:55 Page 15-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Short Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Dougherty Road/Monterey Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: C[ 17.2] Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------I~---------------~I---------------) Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 0 1952 0 0 1631 7 0 0 15 0 0 0 Growth 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 Initial Bse: 0 1952 0 0 1631 7 0 0 15 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1952 0 0 1631 7 0 0 15 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2012 0 0 1681 7 0 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVOlume: 0 2012 0 0 1681 7 0 0 15 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx Fo1lowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------I---------------~~---------------II---------------~~---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 844 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 311 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 311 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.05 xxxx xxxx xxxx ------------I---------------~~---------------~~---------------~~---------------~ Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 17.2 xxxxx xxxx xxxxx LOS by MOVe: * * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 17.2 xxxxxx ApproachLOS: * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~ ~-~ poi e /d ~-_' ~,J I ~~ Long Term Cumulative ConditWed Apr 9, 2008 17:09:33 Page l-1 -------------------- ------------------------------------------- Arroyo Vista Housing Redevelopment ----------------- Traffic Impact Study Long Term Cumulative Condition - AM -------------------- ------------------------------------------- Scenario Report ----------------- wr Scenario: Long Term Cumulative Conditions AM a. Command: Long Term Cumulative Conditions AM Volume: Buildout with CP AM ~` Geometry: Future_mit Impact Fee: Default Impact Fee ~~ Trip Generation: Default Trip Generation Trip Distribution: Default Trip Distribution w Paths: Default Path Routes: Default Route ~; Configuration: Future PHF 0.97 Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA .. ~~) Q~ 801 Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 2-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Dougherty Road/Amador Valley Boulevard ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap.(X): 0.911 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------~~-----'----------I---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 2 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 0 1 0 ------------~---------------~~---------------I~---------------~~---------------I Volume Module: Base Vol: 385 825 200 10 1949 552 380 15 597 25 25 5 Growth 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 Initial Bse: 385 825 200 10 1949 552 380 15 597 25 25 5 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 385 825 200 10 1949 552 380 15 597 25 25 5 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 397 851 206 10 2009 569 392 15 615 26 26 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 397 851 206 10 2009 569 392 15 615 26 26 5 RTOR Reduct: 0 0 0 0 0 0 0 0 218 0 0 0 RTOR Vol: 397 851 206 10 2009 569 392 15 397 26 26 5 PCE 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 MLF 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 FinalVolume: 397 851 206 10 2009 569 392 15 397 26 26 5 ------------I---------------I~---------------~~---------------~I---------------~ Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.91 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.00 1.00 1.10 1.10 Lanes: 2.00 2.41 0.59 1.00 2.34 0.66 0.96 0.04 1.00 1.00 0.83 0.17 Final Sat.: 3000 3984 966 1650 3857 1093 1746 69 1650 1650 1513 303 ------------~---------------~~---------------~I---------------~---------------~ Capacity Analysis Module: Vol/Sat: 0.13 0.21 0.21 0.01 0.52 0.52 0.22 0.22 0.24 0.02 0.02 0.02 Crit Volume: 198 859 397 31 Crit Moves• **** **** **** **** ******************************************************************************** -~/ Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~a ~ ~~ Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 3-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term. Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dougherty Road/Scarlett Drive ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.568 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------~~---------------~ Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 3 0 1 2 0 3 0 1 0 0 1! 0 0 1 0 0 1 0 Volume Module: Base Vol: 26 1219 60 336 2239 6 34 0 84 57 1 130 Growth 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 Initial Bse: 26 1219 60 336 2239 6 34 0 84 57 1 130 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 26 1219 60 336 2239 6 34 0 84 57 1 130 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 27 1257 62 346 2308 6 35 0 87 59 1 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 1257 62 346 2308 6 35 0 87 59 1 134 RTOR Reduct: 0 0 59 0 0 6 0 0 0 0 0 0 RTOR Vol: 27 1257 3 346 2308 0 35 0 87 59 1 134 PCE Adj: it 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF 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 FinalVolume: 27 1257 3 346 2308 0 35 0 87 59 1 134 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 0.29 0.00 0.71 1.00 0.01 0.99 Final Sat.: 1720 5160 1720 3127 5160 1720 496 0 1224 1720 13 1707 Capacity Analysis Module: Vol/Sat: 0.02 0.24 0.00 0.11 0.45 0.00 0.07 0.00 0.07 0.03 0.08 0.08 Crit Volume: 27 769 122 59 Crit Moves: **** **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ^ ~+ Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 4-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Dougherty Road/Sierra Lane ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap.(X): 0.700 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------I~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 2 1 0 1 0 2 1 0 1 0 1 0 1 1 0 0 1 0 Volume Module: Base Vol: 275 1252 103 18 2232 130 41 2 51 53 5 12 Growth 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 Initial Bse: 275 1252 103 18 2232 130 41 2 51 53 5 12 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 275 1252 103 18 2232 130 41 2 51 53 5 12 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 284 1291 106 19 2301 134 42 2 53 55 5 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 284 1291 106 19 2301 134 42 2 53 55 5 12 RTOR Reduct: 0 0 0 0 0 0 0 0 53 0 0 0 RTOR Vol: 284 1291 106 19 2301 134 42 2 0 55 5 12 PCE 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 MLF 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 FinalVolume: 284 1291 106 19 2301 134 42 2 0 55 5 12 ------------I---------------~~---------------~~---------------~I--------------- Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.77 0.23 1.00 2.83 0.17 1.00 1.00 1.00 1.00 0.29 0.71 Final Sat.: 1650 4574 376 1650 4678 272 1650 1650 1650 1650 485 1165 ------------I---------------~~---------------II---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.17 0.28 0.28 0.01 0.49 0.49 0.03 0.00 0.00 0.03 0.01 0.01 Crit Volume: 284 812 42 18 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~5u ~ goy Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 5-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Dougherty Road/Dublin Boulevard ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.795 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 111 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------~---------------I~---------------I Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 3 0 3 0 2 2 0 3 1 0 2 0 3 0 2 3 0 3 0 1 Volume Module: Base Vol: 201 1211 967 87 2079 120 175 1228 394 324 1650 102 Growth 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 Initial Bse: 201 1211 967 87 2079 120 175 1228 394 324 1650 102 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 201 1211 967 87 2079 120 175 1228 394 324 1650 102 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 207 1248 997 90 2143 124 180 1266 406 334 1701 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 207 1248 997 90 2143 124 180 1266 406 334 1701 105 RTOR Reduct: 0 0 128 0 0 0 0 0 79 0 0 49 RTOR Vol: 207 1248 869 90 2143 124 180 1266 327 334 1701 56 PCE 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 MLF 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 FinalVolume: 207 1248 869 90 2143 124 180 1266 327 334 1701 56 Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.87 1.00 1.00 Lanes: 3.00 3.00 2.00 2.00 3.78 0.22 2.00 3.00 2.00 3.00 3.00 1.00 Final Sat.: 4307 4950 3000 3000 6240 360 3000 4950 3000 4307 4950 1650 ------------~---------------~I---------------II---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.05 0.25 0.29 0.03 0.34 0.34 0.06 0.26 0.11 0.08 0.34 0.03 Crit Volume: 69 567 90 567 Crit Moves• **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~.r~ ~ ~I :~ Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 6-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Dougherty Road/Westbound I-580 off-ramp ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap.(X): 0.552 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 32 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------~I---------------~~---------------) Control: Protected Protected Split Phase Split Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 2 0 0 0 2 ------------~---------------~~---------------~I---------------~~---------------I Volume Module: Base Vol: 0 1790 0 0 1832 0 0 0 0 565 0 589 Growth 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 Initial Bse: 0 1790 0 0 1832 0 0 0 0 565 0 589 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1790 0 0 1832 0 0 0 0 565 0 589 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1845 0 0 1889 0 0 0 0 582 0 607 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1845 0 0 1889 0 0 0 0 582 0 607 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 1845 0 0 1889 0 0 0 0 582 0 607 PCE 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 MLF 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 FinalVolume: 0 1845 0 0 1889 0 0 0 0 582 0 607 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.20 1.00 1.20 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5160 b 0 6192 0 0 0 0 3127 0 3127 Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.00 0.00 0.31 0.00 0.00 0.00 0.00 0.19 0.00 0.19 Crit Volume: 615 0 0 304 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~ ~~ Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 7-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Hopyard Road/Eastbound I-580 off-ramp ********************,t***,t******************,t****w,t*************,t*,t********,t***,t* Cycle (sec): 60 Critical Vol./Cap.(X): 0.867 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 109 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------~~---------------~~---------------I Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 ------------~---------------I~---------------~~---------------~~---------------~ Volume Module: Base Vol: 0 1243 0 0 1728 0 920 0 1584 0 0 0 Growth 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 Initial Bse: 0 1243 0 0 1728 0 920 0 1584 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1243 0 0 1728 0 920 0 1584 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1281 0 0 1781 0 948 0 1633 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1281 0 0 1781 0 948 0 1633 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 1281 0 0 1781 0 948 0 1633 0 0 0 PCE 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 MLF 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 FinalVolume: 0 1281 0 0 1781 0 948 0 1633 0 0 0 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.10 1.00 1.00 1.00 1.00 0.91 1.00 0.91 1.00 1.00 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 5676 0 0 5160 0 3127 0 3127 0 0 0 Capacity Analysis Module: Vol/Sat: 0.00 0.23 0.00 0.00 0.35 0.00 0.30 0.00 0.52 0.00 0.00 0.00 Crit Volume: 0 594 816 0 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~s7 ~ ~o~ Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 8-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dublin Boulevard/Scarlett Drive ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.780 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 104 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------~~---------------~~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 2 0 0 1 0 1 0 3 0 1 1 0 3 0 2 Volume Module: Base Vol: 109 34 41 725 126 40 20 2104 52 73 1987 361 Growth 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 Initial Bse: 109 34 41 725 126 40 20 2104 52 73 1987 361 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 109 34 41 725 126 40 20 2104 52 73 1987 361 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 112 35 42 747 130 41 21 2169 54 75 2048 372 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 35 42 747 130 41 21 2169 54 75 2048 372 RTOR Reduct: 0 0 0 0 0 0 0 0 54 0 0 372 RTOR.Vol: 112 35 42 747 130 41 21 2169 0 75 2048 0 PCE 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 MLF 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 FinalVOlume: 112 35 42 747 130 41 21 2169 0 75 2048 0 ------------~---------------~I---------------~~---------------~~--------------- Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 Lanes: 1.00 0.45 0.55 2.00 0.76 0.24 1.00 3.00 1.00 1.00 3..00 2.00 Final Sat.: 1650 748 902 3000 1252,;_ -398 '.1650 4950 1650 1650 4950 3000 ------------~---------------~~---------------I..I---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.07 0.05 0.05 0.25 0.10 0.10 0.01 0.44 0.00 0.05 0.41 0.00 Crit Volume: 77 374 723 75 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~~~~~~ Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 9-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Hacienda Drive/Dublin Boulevard ******************************************************************************** Cycle (sec): 90 Critical Vol./Cap.(X): 0.874 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------II---------------II---------------~~---------------I Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 3 0 3 0 1 2 0 3 0 1 2 0 3 0 2 2 0 2 1 0 Volume Module: Base Vol: 571 1064 240 61 1441 376 170 564 290 710 1654 164 Growth 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 Initial Bse: 571 1064 240 61 1441 376 170 564 290 710 1654 164 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 571 1064 240 61 1441 376 170 564 290 710 1654 164 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 589 1097 247 63 1486 388 175 581 299 732 1705 169 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 589 1097 247 63 1486 388 175 581 299 732 1705 169 RTOR Reduct: 0 0 247 0 0 96 0 0 226 0 0 0 RTOR Vol: 589 1097 0 63 1486 291 175 581 73 732 1705 169 PCE 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 MLF 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 FinalVolume: 589 1097 0 63 1486 291 175 581 73 732 1705 169 Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 1.00 0.91 1.00 1.00 0.91 1.00 0.91 0.91 1.00 1.00 Lanes: 3.00 3.00 -1.00 2.00 3.00 1.00 2.00 3.00 2.00 2.00 2.73 0.27 Final Sat.: 4307 4950 1650 3000 4950 1650 3000 4950 3000 3000 4503 447 ------------~---------------~~---------------~~---------------I~---------------~ Capacity Analysis Module: Vol/Sat: 0.14 0.22 0.00 0.02 0.30 0.18 0.06 0.12 0.02 0.24 0.38 0.38 Crit Volume: 196 495 88 625 Crit Moves• **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~ G~~'`~~-~~01 ~. Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 10-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Hacienda Drive/Westbound I-580 off-ramp ******************************************************************************** Cycle (sec): 55 Critical Vol./Cap.(X): 0.878 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 118 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~~---------------~I---------------~ Control: Protected Protected Split Phase Split Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 2 0 1! 0 2 Volume Module: Base Vol: 0 2453 0 0 1331 0 0 0 0 1690 0 360 Growth 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 Initial Bse: 0 2453 0 0 1331 0 0 0 0 1690 0 360 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2453 0 0 1331 0 0 0 0 1690 0 360 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2529 0 0 1372 0 0 0 0 1742 0 371 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2529 0 0 1372 0 0 0 0 1742 0 371 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2529 0 0 1372 0 0 0 0 1742 0 371 PCE 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 MLF 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 FinalVolume: 0 2529 0 0 1372 0 0 0 0 1742 0 371 ------------~---------------~~---------------~I---------------~---------------I Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 0.87 1.00 0.87 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 3.00 0.00 2.00 Final Sat.: 0 5160 0 0 5160 0 0 0 0 4489 0 2993 Capacity Analysis Module: Vol/Sat: 0.00 0.49 0.00 0.00 0.27 0.00 0.00 0.00 0.00 0.39 0.00 0.12 Crit Volume: 843 0 0 581 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA b~ Q ~' ~ Q t _ r'~ Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 11-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Hacienda Drive/Eastbound I-580 off-ramp ******************************************************************************** Cycle (sec): 55 Critical Vol./Cap.(X): 0.808 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh) xxxxxx Optimal Cycle: 75 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------II---------------~~---------------~ Control: Protected Protected Split Phase Split Phase Rights: Ignore WideBypass Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 2 0 1! 0 2 0 0 0 0 0 ------------~---------------I~---------------~I---------------~~---------------~ Volume Module: Base Vol: 0 1353 0 0 2704 0 1450 0 1145 0 0 0 Growth 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 Initial Bse: 0 1353 0 0 2704 0 1450 0 1145 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1353 0 0 2704 0 1450 0 1145 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97.0.97. 0.97 0.97 0.97 0.97 PHF Volume: 0 1395 0 0 2788 0 1495 0 1180 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1395 0 0 2788 0 1495 0 1180 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 1395 0 0 2788 0 1495 0 1180 0 0 0 PCE 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 MLF 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 FinalVolume: 0 1395 0 0 2788 0 1495 0 1180 0 0 0 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720. 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.20 1.00 0.87 1.00 0.87 1.00 1.00 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.79 0.01 2.20 0.00 0.00 0.00 Final Sat.: 0 5160 0 0 6192 0 4181 0 3301 0 0 0 ------------~---------------~I---------------~~---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.00 0.00 0.45 0.00 0.36 0.00 0.36 0.00 0.00 0.00 Crit Volume: 0 929 535 0 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~ 66i ~~D~ Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 12-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Dougherty Road/Ventura Drive ******************************************************************************** Average Delay (sec/veh): 0.3 Worst Case Level Of Service: F[124.0] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L -. T - R L - T - R ------------~---------------~~---------------~I---------------~I---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: Base Vol: 0 1402 0 0 2569 2 8 0 1 0 0 0 Growth 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 Initial Bse: 0 1402 0 0 2569 2 8 0 1 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1402 0 0 2569 2 8 0 1 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1445 0 0 2648 2 8 0 1 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1445 0 0 2648 2 B 0 1 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------~---------------~~---------------~~---------------~I---------------~ Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 3131 4095 884- xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 9 3 293 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 9 3 293 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 35 37 xxxxx 96 36 xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.23 0.00 0.00 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 39 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.8 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 124 xxxxx xxxxx xxxx xxxxx Shared LOS : * * * * * * * F ApproachDel: xxxxxx xxxxxx 124.0 xxxxxx ApproachLOS; * * F Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 13-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Dougherty Road/N. Mariposa Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: F( 68.3] ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------~~---------------~~---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: Base Vol: 3 1399 0 0 2565 5 3 0 3 0 0 0 Growth 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 Initial Bse: 3 1399 0 0 2565 5 3 0 3 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 1399 0 0 2565 5 3 0 3 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 3 1442 0 0 2644 5 3 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 3 1442 0 D 2644 5 3 0 3 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ~ ------------~---------------~~---------------~~ Capacity Module: ----- ----- -----I ~---- ------ ----- Cnflict Vol: 2649 xxxx xxxxx xxxx xxxx xxxxx 3134 4095 884 xxxx xxxx xxxxx Potent Cap.: 162 xxxx xxxxx xxxx xxxx xxxxx 9 3 292 xxxx xxxx xxxxx Move Cap.: 162 xxxx xxxxx xxxx xxxx xxxxx 9 2 292 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 35 36 xxxxx 94 34 xxxxx Volume/Cap: 0.02 xxxx xxxx xxxx xxxx xxxx 0.09 0.00 0.01 xxxx xxxx xxxx ------------ Level Of Ser ~---------------~~---------------~I vice Module: ----- ----- -----~ ~---- ------ -----I 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 27.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move : D * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 63 xxxxx xxxx xxxx xxxxx SharedQueue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.3 xxxxx xxxxx xxxx xxxxx Shrd ConDel: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 68.3 xxxxx xxxxx xxxx xxxxx Shared LOS : * * * * * * * F ApproachDel: xxxxxx xxxxxx 68.3 xxxxxx ApproachLO5: * * F ************ **************************************** ***** ****** *********** ****** Note: Queue reported is the number of cars per lane. ************ **************************************** ***** ****** *********** ****** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA E6a~~~ Q Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 14-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM ------------------------------------ Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive Average Delay (sec/veh): 3.1 Worst Case Level Of Service: F[268.2) ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------I~---------------I~---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------~I---------------~I---------------~~---------------~ Volume Module: Base Vol: 18 1374 0 0 2557 11 28 0 16 0 0 0 Growth 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 Initial Bse: 18 1374 0 0 2557 11 28 0 16 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 1374 0 0 2557 11 28 0 16 0 0 0 User 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 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 19 1460 0 0 2718 12 30 0 17 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVOlume: 19 1460 0 0 2718 12 30 0 17 0 0 0 ------------~---------------~I---------------~I---------------~~---------------~ Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx Capacity Module: Cnflict Vol: 2729 xxxx xxxxx xxxx xxxx xxxxx 3248 4222 912 xxxx xxxx xxxxx Potent Cap.: 150 xxxx xxxxx xxxx xxxx xxxxx 7 2 280 xxxx xxxx xxxxx Move Cap.: 150 xxxx xxxxx xxxx xxxx xxxxx 7 2 280 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 32 33 xxxxx 78 20 xxxxx Volume/Cap: 0.13 xxxx xxxx xxxx xxxx xxxx 0.94 0.00 0.06 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: 0.4 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 32.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: D * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 47 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4.2 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 268 xxxxx xxxxx xxxx xxxxx Shared LOS : * * * * * * * F * * * * ApproachDel: xxxxxx xxxxxx 268.2 xxxxxx ApproachLOS: * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~ ~~©[ MITIGB - Long Term CumulatiThu May 1, 2008 17:50:04 Page 1-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Cycle (sec):. 100 Critical Vol./Cap.(X): 0.567 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------~~---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include .Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: Base Vol: 18 1374 0 0 2557 11 28 0 16 0 0 0 Growth 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 Initial Bse: 18 1374 0 0 2557 11 28 0 16 0 0 0 User 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 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 19 1460 0 0 2718 12 30 0 17 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 1460 0 0 2718 12 30 0 17 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 19 1460 0 0 2718 12 30 0 17 0 0 0 PCE 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 MLF 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 FinalVolume: 19 1460. 0 0 2718 12 30 0 17 0 0 0 ------------~---------------~~---------------~~---------------~~---------------I Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 0.00 2.99 0.01 0.64 0.00 0.36 0.00 0.00 0.00 Final Sat.: 1720 5160 0 0 5138 22 1095 0 625 0 0 0 ------------~---------------~~---------------~~---------------~I---------------~ Capacity Analysis Module: Vol/Sat: 0.01 0.28 0.00 0.00 0.53 0.53 0.03 0.00 0.03 0.00 0.00 0.00 Crit Volume: 19 910 47 0 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA x`65 ~~~ l~ Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 15-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM ------------------------------------ Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Dougherty Road/Monterey Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: D[ 30.0] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------~~---------------~~---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 ------------~---------------~~---------------~~---------------~~---------------I Volume Module: 1 Base Vol: 9 1392 0 0 2573 0 1 0 7 0 0 0. Growth 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 Initial Bse: 9 1392 0 0 2573 0 1 0 7 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0- 0 0 0 0 0 0 0 Initial Fut: 9 1392 0 0 2573 0 1 0 7 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 9 1435 0 0 2653 0 1 0 7 0 0 0 Reduct ~±Vol : 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 9 1435 0 0 2653 0 1 0 7 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx Capacity Module:. Cnflict Vol: 2653 xxxx xxxxx xxxx xxxx xxxxx 3149 4106 884 xxxx xxxx xxxxx Potent Cap.:. 161 xxxx xxxxx xxxx xxxx xxxxx 9 3 292 xxxx xxxx xxxxx Move Cap.: 161 xxxx xxxxx xxxx xxxx xxxxx B 2 292 xxxx xxocx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 35 36 xxxxx 90 30 xxxxx Volume/Cap: 0.06 xxxx xxxx xxxx xxxx xxxx 0.03 0.00 0.02 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 28.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by MOVe : D * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 152 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.2 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 30.0 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * D ApproachDel: xxxxxx xxxxxx 30.0 xxxxxx ApproachLOS: * * D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA Long Term Cumulative ConditWed Apr 9, 2008 17:07:43 Page 1-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM -------------------- ------------------------------------------------------------ Scenario Report Scenario: Long Term Cumulative Conditions PM Command: Long Term Cumulative Conditions PM Volume: Buildout with CP PM Geometry: Future_mit Impact Fee: Default Impact Fee Trip Generation: Default Trip Generation Trip Distribution: Default Trip Distribution Paths: Default Path Routes: Default Route Configuration: Future PHF 0.97 ~~ cY.©~ a Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA r~~, 6~ ~ ~~~~ r~ 3 Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 2-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Dougherty Road/Amador Valley Boulevard ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap.(X): 0.953 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~~---------------~I---------------~ Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 2 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 0 1 0 ------------~---------------~~.---------------~~---------------~I--------------- Volume Module: Base Vol: 470 1445 100 9 1215 522 350 10 395 188 370 27 Growth 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 Initial Bse: 470 1445 100 9 1215 522 350 10 395 188 370 27 Added Vol: ~ 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 470 1445 100 9 1215 522 350 10 395 188 370 27 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 485 1490 103 9 1253 538 361 10 407 194 381 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 485 1490 103 9 1253 538 361 10 407 194 381 28 RTOR Reduct: 0 0 0 0 0 0 0 0 266 0 0 0 RTOR Vol: 485 1490 103 9 1253 538 361 10 141 194 381 28 PCE 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 MLF Adj: 1..00 1.00 1.OD, 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 485 1490. 103- 9 1253 538 361 10 141 194 381 28 ------------~---------------~~---------------I~---------------~~---------------~ `Saturation Flow Module :K Sat/Lane: 1650 1654 1650 1650 1650. 1650 1650 1650 .1650 1650 1650 1650 Adjustment: 0.91 1.00 1.00 1.00 1.00 1.00 -1.10 1.10 1.-00 1.00 1.10 1.10 Lanes: 2.00 2.81 0.19 1.00 2.10. 0.90 0.97 0.03 1.00 1.00 0.93 0.07 Final Sat.: 3000 4630 320 1650 3462 1488 1765 50 1650 1650 1692 123 Capacity Analysis Module: Vol/Sat: 0.16 0.32 0.32 0.01 0.36 0.36 0.20 0.20 0.09 0.12 0.23 0.23 Crit Volume: 242 597 371 409 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA '1 ~ '~ ~~~ ~ ~. Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 3-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dougherty Road/Scarlett Drive ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.732 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------~~---------------~~---------------~ Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 3 0 1 2 0 3 0 1 0 0 1! 0 0 1 0 0 1 0 Volume Module: Base Vol: 65 1937 30 475 1299 39 23 1 108 34 1 290 Growth 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 Initial Bse: 65 1937 30 475 1299 39 23 1 108 34 1 290 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 65 1937 30 475 1299 39 23 1 108 34 1 290 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 67 1997 31 490 1339 40 24 1 111 35 1 299 Reduct Vol : 0' 0 0 0 0 0 0 0 0 0 -0 0 Reduced Vol: 67 1997 31 490 1339 40 24 1 111 35 1 299 RTOR Reduct: 0 0 31 0 0 24 0 0 0 0 0 0 RTOR Vol: 67 1997 0 490 1339 16 24 1 111 35 1 299 PCE 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 MLF 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 FinalVolume: 67 1997 0 490 1339 16 24 1 111 35 1 299 Saturation Flow Module: Sat/Lane: 172 0 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 3.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00.. Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 0.17 0.01 0.82. 1.00 0.01 0.99 Final Sat.:. 1720 5160 1720 3127 5160 1720 300 13 1407 1720 6 1714 Capacity Analysis Module: Vol/Sat: 0.04 0.39 0.00 0.16 0.26 0.01 0.08 0.08 0.08 0.02 0.17 0.17 Crit Volume: 666 245 24 300 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~p1 ~ ~~ Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 4-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Dougherty Road/Sierra Lane ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap.(X): 0.516 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 47 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------II---------------~~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 0 1 1 0 0 1 0 ------------~---------------~~---------------~~---------------I~---------------I Volume Module: Base Vol: 79 1888 74 22 1347 72 112 8 106 113 6 32 Growth 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 Initial Bse: 79 1888 74 22 1347 72 112 8 106 113 6 32 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 79 1888 74 22 1347 72 112 8 106 113 6 32 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 81 1946 76 23 1389 74 115 B 109 116. 6 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 81 1946 76 23 1389 74 115 8 109 116 6 33 RTOR Reduct: 0 0 0 0 0 0 0 0 81 0 0 0 RTOR Vol: 81 1946 76 23 1389 74 115 8 28 116 6 33 PCE 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 MLF 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 FinalVolume: 81 1946 76 23 1389 74 115- 8 28 116 6 33 ------------~---------------~I---------------~---------------~I---------------~ Saturation Flow Module: Sat/Lane: .1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment:. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.89 0.11 1.00 2.85 0.15 L 00 1.00. 1.00 1..00 0.16 0.84 Final Sat.: 1650 4763 187 1650 4699 251 16501650 1650 1650 261 1389 ------------~---------------~I---------------~~---------------~~----------'-----~ Capacity Analysis Module: Vol/Sat: 0.05 0.41 0.41 0.01 0.30 0.30 0.07 0.00. 0.02 0.07 0.02 0.02 Crit Volume: 674 23 115 39 Crit Moves• **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA .~~ 7~ ~~~~ , t Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 5-1 Arroyo Vista Housing Redevelopment Traffic Impact Study ~; Long Term Cumulative Conditions PM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ~, ************ ****** ********************************************** ***** *********** Intersection #4 Dougherty Road/Dublin Boulevard Cycle (sec): 150 Critical Vol./Cap.(X): 0.944 ; Loss Time (s ec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxx xx ~ Optimal Cycl e: 180 Level Of Service: E Approach: North Bound South Bound East Bound We st Bound Movement : L - T - R L - T - R L - T - R ~ L - ----- T ----- - R -----~ °~ ------------ Control: ~--------------- Protected ~~---------------~I---------------~ Protected Protected Pr otected ~! Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 3 0 3 0 2 2 0 3 1 0 2 0 3 0 2 3 0 3 0 1 Volume Modul e: Base Vol: 944 1885 501 65 1336 133 264 1450 580 780 1670 62 Growth 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 Initial Bse: 944 1885 501 65 1336 133 264 1450 580 780 1670 62 ~! Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 944 1885 501 65 1336 133 264 1450 580 780 1670 62 User Adj: 1 00 1 00 1 00 00 1 00 00 1 00 1 00 1 00 1 1 1 00 1.00 1.00 . . . . . . . . . . , PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 973 1943 516 67 1377 137 272 1495 598 804 1722 64 ,,,. Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 973. .1943 516 67 1377 137 272 1495 598 804 1722 64 RTOR Reduct: 0 0 308 0 0 0 0 0 373 0 0 37 RTOR Vol: 973 1943 208 67 1377 137 272 1495 225 804 1722 27 s PCE 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 MLF 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 FinalVolume: 973 1943 208 67 1377 137 272 1495 225 804 1722 27 Saturation F low Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.87 1.00 1.00 Lanes: 3.00 3.00. 2.00 2.00 3.64 0.36 2.00 3.00 2.00 3.00 3.00 1..00. Final Sat.: 4307 4950 3000 3000 6002 598 3000 4950 3000. 4307 4950 1650 '~' Capacity Ana lysis Module: ~" Vol/Sat: 0.23 0.39 0.07 0.02 0.23 0.23 0.09 0.3.0 0.07 0.19 0.35 0.02 Crit Volume: 324 379 498 268 ~` Crit Moves• **** **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 67- ~ aol Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 6-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Dougherty Road/westbound I-580 off-ramp ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap.{X): 0.782 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 66 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------~I---------------~I---------------~ Control: Protected Protected Split Phase Split Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 2 0 0 0 2 Volume Module: Base Vol: 0 2435 0 0 1740 0 0 0 0 420 0 89~ Growth 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 Initial Bse: 0 2435 0 0 1740 0 0 0 0 420 0 895 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2435 0 0 1740 0 0 0 0 420 0 895 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2510 0 0 1794 0 0 0 0 433 0 923 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2510 0 0 1794 0 0 0 0 433 0 923 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2510 0 0 1794 0 0 0 0 433 0 923 PCE 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 MLF 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 FinalVOlume: 0 2510 0 0 1794 0 0 0 0 433 0 923 ------------I---------------~~---------------~~---------------~~---------------~ Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720. 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.20 1.00 1.20 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Lanes: 0.00 3.00 0.00 0.00 3.00 0:00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5160 0 0 6192 0 0 0 0 3127 0 3127 Capacity Analysis Module: Vol/Sat: 0.00 0.49 0.00 0.00 0.29 0.00 0.00 0.00 0.00 0.14 0.00 0.30 Crit Volume: 837 0 0 461 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~- ~ ~~~ Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 7-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ,, Intersection #6 Hopyard Road/Eastbound I-580 off-ramp ****************** ********************************************** ***** *********** Cycle (sec): 60 Critical Vol./Cap.(X): 0.878 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxx xx Optimal Cycle: 118 Level Of Service: D ****************** ********************************************** ***** *********** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R ----I~ - L - ----- T ----- - R -----I '" ------------~--------------- Control: Protected -------------I~----------- I~- Protected Split Phase Spl it Phase Rights: Ignore Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 "~ Lanes : 0 0 3 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 ------------I----- ---------- II---------------II---------------II ----- ----- -----I Volume Module: Base Vol: 0 2720 0 0 1620 0 880 0 1164 0 0 0 Growth 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 Initial Bse: 0 2720 0 0 1620 0 880 0 1164 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2720 0 0 1620 0 880 0 1164 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2804 0 0 1670 0 907 0 1200 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2804 0 0 1670 0 907 0 1200 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 ~ RTOR Vol: 0 2804 0 0 1670 0 907 0 1200 0 0 0 PCE 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 MLF 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 FinalVOlume: 0 2804 0 0 1670 0 907 0 1200 0 0 0 !~' Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 172 0 1720 1720 Adjustment: 1.00 1.10 1.00 1.00 1.00 1.00 0.91 1.00 0.91 1.00 1.00 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.00 0.00 2'.00 0.00 0.00 0.00 Final Sat.: 0 5676 0 -- - 0 5160 -. 0 3127 0 3127 ~---------------~{---------------~~ 0 ----- 0 ---- 0 ------~ "" ------------I----- Capacity Analysis --- ---- Module: Vol/Sat: 0.00 0.49 0.00 0.00 0.32 0.00 0.29 0.00 0.38 0.00 0.00 0.00 Crit Volume: 935 0 600 0 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ,~*< ~~~o~ Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 8-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dublin Boulevard/Scarlett Drive ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.807 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh) xxxxxx Optimal Cycle: 118 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------I~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 0 1 0 2 0 0 1 0 1 0 3 0 1 1 0 3 0 2 ------------~---------------~~---------------~~---------------~I---------------~ Volume Module: Base Vol: 125 5 75 707 66 40 70 1830 65 75 2257 742 Growth 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 Initial Bse: 125 5 75 707 66 40 70 1830 65 75 2257 742 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 -0 0 0 0 Initial Fut: 125 5 75 707 66 40 70 1830 65 75 2257 742 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 129 5 77 729 68 41 72 1887 67 77 2327 765 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 5, 77 729 68 41 72 1887 67 77 2327 765 RTOR Reduct: 0 0 0 0 0 0 0 0 67 0 0 401 RTOR Vol: 129 5 77 729 68 41 72 1887 0 77 2327 364 PCE 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 MLF 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 FinalVolume: 129 5 77 729 68 41 72 1887 0 77 2327 364 ------------~---------------~~---------------~~---------------~I---------------~ Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 Lanes: 1.00 0.06 0.94 2.00 0.62 0.38 1.00 3.00 1.00 1.00 3.00 2.00 Final Sat.: 1650 103 1547 30001027- 623 1650 4950 1650 1650 4950 3000 ------------~---------------~~---------------~~---------------~I---------------~ Capacity Analysis Module: Vol/Sat: 0.08 0.05 0.05 0.24 0.07 0.07 0.04 0.38 0.00 0.05 0.47 0.12 Crit Volume: 82 364 72 776 Crit Moves• **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~~ ~ Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 9`=1 Arroyo Vista Housing Redevelopment Traffic Impact Study ~;,, Long Term Cumulative Conditions PM ------------------ ----------- --------------------------------- ------- ----- ------ Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ~,,, ****************** *************************************************** *********** Intersection #8 Ha cienda Drive/Dublin Boulevard ****************** *************************************************** *********** Cycle (sec): 90 Critical Vol./Cap.(X): 0.817 ~,. Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh ): xxxx xx Optimal Cycle: 125 Level Of Service: D Approach: Nor th Bound South Bound East Bound We st Bound Movement : L - T - R L - T - R L - T - R L - T - R ~ ------------~----- Control: Pr ---------- otected ~I---------------~~--------------- Protected Protected ~I----- Pr ---------- otected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 2 2 0 2 1 0 ------------~----- ---------- ~I---------------~I--------------- ~~----- ----------I Volume Module: Base Vol: 546 781 711 213 750 252 255 1438 491 575 1134 34 "~" Growth 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 Initial Bse: 546. 781 711 213 750 252 .255 1438 491 575 1134 34 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 546 781 711 213 750 252 255 1438 491 575 1134 34 User 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 ~, PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97.0.97 0.97 0.97 0.97 0.97 PHF Volume: 563 805 733 220 773 260 263 1482 506 593 1169 35 , Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 563 805 733 220 773 260 263 1482 506 593 1169 35 ~, RTOR Reduct: 0 0 326 0 0 145 0 0 216 0 0 0 RTOR Vol: 563 805 407 220 773 115 263 1482 290 593 1169 35 PCE 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 MLF 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 FinalVolume: 563 805 407 220 773 115 263 1482 290 - - ~ 593 ~~----- 1169 ---- 35 ------~ ~° ------------~--------------- Saturation Flow Module: ----------- -- ~~---------------~ n.; Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 "'"~I'650 1650 1650 Adjustment: 0.87 1.00 1.00 0.91 1.00 1.00 0.91 1.00 0.91 0.91 1.00 1.00 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 2.00 2.00 2.91 0.09 Final Sat.: 4307 4950 1650 3000 4950 1650 3000 4950 3000 3000 4806 144 Capacity Analysis Module: Vol/Sat: 0.13 0.16 0.25 0.07 0.16 0.07 0.09 0.30 0.10 0.20 0.24 0.24 Crit Volume: 407 110 494 296 Crit Moves: **** **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~;_ ~7.~ ~~ ©I ~~ Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 10-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Hacienda Drive/Westbound I-580 off-ramp ******************************************************************************** Cycle (sec): 55 Critical Vol./Cap.(X): 0.747 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 57 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------I~---------------I~---------------I Control: Protected Protected Split Phase Split Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 2 0 1! 0 2 ------------~---------------~~---------------I~---------------~~---------------~ Volume Module: Base Vol: 0 2240 0 0 1750 0 0 0 0 1305 0 490 Growth 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 Initial Bse: 0 2240 0 0 1750 0 0 0 0 1305 0 490 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2240 0 0 1750 0 0 0 0 1305 0 490 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2309 0 0 1804 0 0 0 0 1345 0 505 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2309 0 0 1804 0 0 0 0 1345 0 505 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2309 0 0 1804 0 0 0 0 1345 0 505 PCE 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 MLF 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 FinalVolume: 0 2309 0 0 1804 0 0 0 0 1345 0 505 ------------~---------------II---------------~I---------------~I---------------I Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 0.87 1.00 '0.87 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 3.00 0.00 2.00 Final Sat.: 0 5160 0 0 5160 0 0 0 0 4489 0 2993 ------------~---------------~~---------------~~---------------~I---------------~ Capacity Analysis Module: Vol/Sat: 0.00 0.45 0.00 0.00 0.35 0.00 0.00 0.00 0.00 0.30 0.00 0.17 Crit Volume: 770 0 0 448 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 11-1 Arroyo Vista Housing Redevelopment Traffic Impact Study ~~. Long Term Cumulative Conditions PM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ,. ****************** ********************************************** ***** *********** Intersection #10 H acienda Drive/Eastbound I-580 off-ramp Cycle (sec): 55 Critical Vol./Cap.(X): 0.714 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: C Approach: Nor th Bound South Bound East Bound We st Bound Movement : L - T - R L - T - R L - T - R L - T - R - ~ ------------I----- Control: Pr ----------~~---------------~~---------------~~ otected Protected Split Phase ----- Spl - -------- it Phase Rights: Ignore WideBypass Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 2 0 1! 0 2 0 0 0 0 0 Volume Module: Base Vol: 0 2555 0 0 2450 0 880 0 599 0 0 0 Growth 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 Initial Bse: 0 2555 0 0 2450 0 880 0 599 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 ~-? Initial Fut: 0 2555 0 0 2450 0 880 0 599 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2634 0 0 2526 0 907 0 618 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2634 0 0 2526 0 907 0 618 0 0 0 ~ RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2634 0 0 2526 0 907 0 616 0 0 0 PCE 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 MLF 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 FinalVolume: 0 2634 0 0 2526 0 907 0 618 ;.. 0 0 0 " Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.20 1.00 0.87 1.00 0.87 1.00 1.00 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.97 xxxx 2.03 0.00 0.00 0.00 Final Sat.: 0 5160 0 0 6192 0 4452 0 3030 0 0 0 ~' Capacity Analysis Module: '~ Vol/Sat: 0.00 0.51 0.00 0.00 0.41 0.00 0.20 0.00 0.20 0.00 0.00 0.00 Crit Volume: 878 0 305 0 '' Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA G~~BOi Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 12-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Dougherty Road/Ventura Drive ******************************************************************************** Average Delay (sec/veh): 0.0 Worst Case Level Of Service: E[ 35.6] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~~---------------~~---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: Base Vol: 1 2013 0 0 1794 4 2 0 1 0 0 0 Growth 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 Initial Bse: 1 2013 0 0 1794 4 2 0 1 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 2013 0 0 1794 4 2 0 1 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 1 2075 0 0 1849 4 2 0 1 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 2075 0 ~~ 0 1849 4 2 0 1 0 0 0 ------------I---------------~I---------------~~---------------~~---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx $o1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx Capacity Module: Cnflict Vol: 1854 xxxx xxxxx xxxx xxxx xxxxx 2545 3929 619 xxxx xxxx xxxxx Potent Cap.: 331 xxxx xxxxx xxxx xxxx xxxxx 23 3 437 xxxx xxxx xxxxx Move Cap.: 331 xxxx xxxxx xxxx xxxx xxxxx 23 3 437 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 89 51 xxxxx 47 51 xxxxx Volume/Cap: 0.00 xxxx xxxx xxxx xxxx xxxx 0.02 0.00 0.00 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 15.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by MOVe : C * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 121 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 35.6 xxxxx xxxxx xxxx xxxxx Shared LOS : * * * * * * * $ * * * * ApproachDel: xxxxxx xxxxxx 35.6 xxxxxx ApproachLOS: * * E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 6~ ~ ~ e~ Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 13-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM ------------------------------------------- ----------------- ------------ -------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Dougherty Road/N. Mariposa Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: D[ 31.8] *************************************************************** ***************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R -~ L - T - R ~---------------~ ------------ Control: ~---------------~~---------------~I-------------- Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: Base Vol: 10 2008 0 0 1793 2 6 0 6 0 0 0 Growth 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 Initial Bse: 10 2008 0 0 1793 2 6 0 6 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 10 2008 0 0 1793 2 6 0 6 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 10 2070 0 0 1848 2 6 0 6 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVOlume: 10 2070 0 0 1848 2 6 0 6 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx Capacity Module: Cnflict Vol: 1851 xxxx xxxxx xxxx xxxx xxxxx 2560 3940 617 xxxx xxxx xxxxx Potent Cap.: 332 xxxx xxxxx xxxx xxxx xxxxx 22 3 438 xxxx xxxx xxxxx Move Cap.: 332 xxxx xxxxx xxxx xxxx xxxxx 22 3 438 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 88 50 xxxxx 45 48 xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.07 0.00 0.01 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 16.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: C * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx- 146 xxxxx xxxx xxxx xxxxx SharedQueue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.3 xxxxx xxxxx xxxx xxxxx Shrd ConDel: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 31.8 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * D * * * * ApproachDel: xxxxxx xxxxxx 31..8 xxxxxx ApproachLOS: * * D * ************ *************************************************** ***************** Note: Queue reported is the number of cars per lane. ************ ******************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~»- ~"13~ col Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 14-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Average Delay (sec/veh): 0.3 Worst Case Level Of Service: E[ 38.4] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------~~---------------~~---------------~ Control: Uncontrolled Uncontrolled Stop Sign Sto Si n P 5 Rights: Include Include Include Include Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 ---------~---------------~I---------------~~---------------~~---------------~ Volume Module: Base Vol: 12 2005 0 0 1793 6 13 0 9 0 0 0 Growth 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 Initial Bse: 12 2005 0 0 1793 6 13 0 9 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 2005 0 0 1793 6 13 0 9 0 0 0 User 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' PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 12 2067 0 0 1848 6 13 0 9 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 12 2067 0 0 1848 6 13 0 9 0 0 0 ------------~---------------~I---------------~~---------------~I---------------~ Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx Capacity Module: Cnflict Vol: 1855 xxxx xxxxx xxxx xxxx xxxxx 2565 3943 619 xxxx xxxx xxxxx Potent Cap.: 331 xxxx xxxxx xxxx xxxx xxxxx 22 3 436 xxxx xxxx xxxxx Move Cap.: 331 xxxx xxxxx xxxx xxxx xxxxx 21 3 436 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 88 50 xxxxx 45 47 xxxxx Volume/Cap: 0.04 xxxx xxxx xxxx xxxx xxxx 0.15 0.00 0.02 xxxx xxxx xxxx ------------~---------------~~---------------I~---------------~~---------------~ Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 16.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: C * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT" Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 130 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.6 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 38.4 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * E * * * * ApproachDel: xxxxxx xxxxxx 38.4 xxxxxx ApproachLOS: * * E * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~ ~ ~ ~' MITIGB - Long Term CumulatiThu May 1, 2008 17:53:35 Page 1-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.414 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 25 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------~~---------------~ Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: Base Vol: 12 2005 0 0 1793 6 13 0 9 0 0 0 Growth 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 Initial Bse: 12 2005 0 0 1793 6 13 0 9 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 2005 0 0 1793 6 13 0 9 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 12 2067 0 0 1848 6 13 0 9 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 2067 0 0 1848 6 13 0 9 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 12 2067 0 0 1848 6 13 0 9 0 0 0 PCE 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 MLF 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 FinalVolume: 12 2067 0 0 1848 6 13 0 9 0 0 0 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 0.00 2.99 0.01 0.59 0.01 0.40 0.00 0.00 0.00 Final Sat.: 1720 5160 0 0 5143 17 1016 0 704 0 0 0 Capacity Analysis Module: Vol/Sat: 0.01 0.40 0.00 0.00 0.36 0.36 0.01 0.00 0.01 0.00 0.00 0.00 Crit Volume: 689 0 23 0 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA z ., R 6s' ~ col Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 Page 15-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Dougherty Road/Monterey Drive ******************************************************************************** Average Delay (sec/veh): 0.2 Worst Case Level Of Service: C[ 16.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 ------------~---------------~~---------------~~---------------I~---------------~ Volume Module: Base Vol: 23 2017 0 0 1799 3 1 0 13 0 0 0 Growth 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 Initial Bse: 23 2017 0 0 1799 3 1 0 13 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 2017 0 0 1799 3 1 0 13 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 24 2079 0 0 1855 3 1 0 13 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 24 2079 0 0 1855 3 1 0 13 0 0 0 ------------I---------------~~---------------II---------------I~---------------~ Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------~---------------~~---------------I~---------------~~---------------~ Capacity Module: Cnflict Vol: 1858 xxxx xxxxx xxxx xxxx xxxxx 2597 3983 620 xxxx xxxx xxxxx Potent Cap.: 330 xxxx xxxxx xxxx xxxx xxxxx 21 3 436 xxxx xxxx xxxxx Move Cap.: 330 xxxx xxxxx xxxx xxxx xxxxx 20 3 436 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 86 47 xxxxx 41 43 xxxxx Volume/Cap: 0.07 xxxx xxxx xxxx xxxx xxxx 0.01 0.00 0.03 xxxx xxxx xxxx ------------I---------------~~---------------~~---------------~~---------------~ Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 16.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: C * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 338 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 16.1 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * C * * * * ApproachDel: xxxxxx xxxxxx 16.1 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~ ~ X01 __ Appendix J -Level of Service Worksheets: Long Term .Cumulative plus Project Conditions Long Term Cumulative + Prj .Wed Apr 9, 2008 18:35:47 Page 1-1 -------------------------------------------------------------------------------- Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM Scenario Report Scenario: Long Term Cumulative + Prj. Conditions AM Command: Long Term Cumulative + Prj. Conditions AM Volume: Buildout with CP + Prj. AM Geometry: Future mit 2025 Impact Fee: _ _ Default Impact Fee Trip Generation: Default Trip Generation Trip Distribution: Default Trip Distribution Paths: Default Path Routes: Default Route Configuration: Future PHF 0.97 Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 0 ~g4 °~ g~ ~ Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 2-1 Arroyo Vista Housing Redevelopment Traffic Impact Study ~* Long Term Cumulative + Project Conditions AM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ***************************** *********************************** ***** *********** Intersection #1 Dougherty Road/Amador Valley Boulevard ~, **************************************************************** ***** *********** Cycle (sec): 60 Critical Vol./Cap.(X): 0.913 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E Approach: North Bound South Bound East Bound We st Bound Movement : L - T - R L - T - R L - T - R - L - - T - R ----------~ ------------~ Control: ---------------I Protected ---------~I I---------------~I----- Protected Split Phase ---- Spl it Phase ~` Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 2 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 0 1 0 Volume Module: Base Vol: 391 834 200 10 1959 552 380 15 597 25 25 5 "~" Growth 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 Initial Bse: 391 834 200 10 1959 552 380 15 597- 25 25 5 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 391 834 200 10 1959 552 380 15 597 25 25 5 User 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 mw PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 403 860 206 10 2020 569 392 15 615 26 26 5 r Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 403 860 206 10 2020 569 392 15 615 26 26 5 ~~ RTOR Reduct: 0 0 0 0 0 0 0 0 222 0 0 0 RTOR Vol: 403 860 206 10 2020 569 392 15 394 26 26 5 PCE 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 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 -3-.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 403' 860 206 10 2020 569 392 15 394 26 26 5 Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.91 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.00 1.00 1.10 1.10 Lanes: 2.00 2.42 0.58 1.00 2.34 0.66 0.96 0.04 1.00 1.00 0.83 0.17 Final Sat.: 3000 3993 957 1650 3862 1088 1746 69 1650 1650 1513 303 Capacity Ana lysis Module: Vol/Sat: 0.13 0.22 0.22 0.01 0.52 0.52 0.22 0.22 0.24 0.02 0.02 0.02 Crit Volume: 202 863 394 31 Crit Moves: **** **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~" ~- ~o ~ _~ Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 3-1 ------------------------------------------------------------------------- Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM ---------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dougherty Road/Scarlett Drive ******************************************************************************** Cycle (sec): 80 Critical vol./Cap.(X): 0.581 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 3 0 1 2 0 3 0 1 0 0 1! 0 0 1 0 0 1 0 Volume Module: Base Vol: 26 1251 60 336 2304 6 34 0 84 57 1 130 Growth 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 Initial Bse: 26 1251 60 336 2304 6 34 0 84 57 1 130 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 26 1251 60 336 2304 6 34 0 84 57 1 130 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 27 1290 62 346 2375 6 35 0 87 59 1 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 1290 62 346 2375 6 35 0 87 59 1 134 RTOR Reduct: 0 0 59 0 0 6 0 0 0 0 0 0 RTOR Vol: 27 1290 3 346 2375 0 35 0 87 59 1~ 134 PCE 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 MLF 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 FinalVolume: 27 1290 3 346 2375 0 35 0 87 59 1 134 ------------~---------------~I---------------~~---------------~~---------------~ Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 0.29 0.00 0.71 1.00 0.01 0.99 Final Sat.: 1720 5160 1720 3127 5160 1720 496 0 1224 1720 13 1707 Capacity Analysis Module: Vol/Sat: 0.02 0.25 0.00 0.11 0.46 0.00 0.07 0.00 0.07 0.03 0.08 0.08 Crit Volume: 27 792 122 59 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~ X01 , Long Term Cumulative + Prj.Wed Apr 9, 2006 18:35:48 Page 4-1 Arroyo Vista Housing Redevelopment Traffic Impact Study L ong Term Cumulative +, Project Conditions AM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ************* ***** ********************************************** **************** Intersection #3 Dougherty Road/Sierra Lane ~ ************* ***** ***************************** ***************** ***** *********** Cycle (sec): 60 Critica l Vol./Cap.(X): 0.711 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 79 Level O f Service: C ****************** ***************************** ***************** ***** *********** Approach: North Bound South Bound East Bound We st Bound Movement : L - T - R L - T - R L - T - R ~~ L - ----- T - R ----------~ ------------I Control: ---------------II---------------II Protected Protected --------------- Protected Pr otected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 0 1 1 0 0 1 0 ------------I ----- ----------II---------------II ---------------II ----- ----------I Imo' Volume Module: Base Vol: 275 1254 103 18 2284 131 41 2 51 53 5 12 "'~`' Growth 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 Initial Bse: 275 1254 103 18 2284 131 41 2 51 53 5 12 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 ~^° Initial Fut: 275 1254 103 18 2284 131 41 2 51 53 5 12 User 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 ~, PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 284 1293 106 19 2355 135 42 2 53 55 5 12 , Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 284 1293 106 19 2355 135 42 2 53 55 5 12 ~, RTOR Reduct: 0 0 0 0 0 0 0 0 53 0 0 0 RTOR Vol: 284 1293 106 19 2355 135 42 2 0 55 5 12 PCE 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 MLF 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 FinalVolume: 284 1293 106 19 2355 135 42 2 0 55 5 12 Saturation F low Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.77 0.23 1.00 2.84 0.16 1.00 1.00 1.00 1.00 0.29 0.71 Final Sat.: 1650 4574 376 1650 4681 269 1650 1650 1650 --------~ 1650 ~---- 485 1165 -----------I ------------ Capacity Ana ~---- lysis -----------~~---------------~ Module: ~------- Vol/Sat: 0.17 0.28 0.28 0.01 0.50 0.50 0.03 0.00 0.00 0.03 0.01 0.01 '"~ Crit Volume: 284 830 42 18 Crit Moves: **** **** **** **** ************ ***** ********************************************** ***************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~ ~ ~~~ Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 5-1 ----------------------------------------------------------------- Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM ---------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #4 Dougherty Road/Dublin Boulevard ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.804 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 116 Level Of Service: D ******************************************************************************** Approach: North Bound. South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------~I---------------~ Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 3 0 3 0 2 2 0 3 1 0 2 0 3 0 2 3 0 3 0 1 ~~---------------~I---------------~ Volume Module: Base Vol: 201 1213 967 87 2121 130 175 1228 394 324 1650 102 Growth 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 Initial Bse: 201 1213 967 87 2121 130 175 1228 394 324 1650 102 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 201 1213 967 87 2121 130 175 1228 394 324 1650 102 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 207 1251 997 90 2187 134 180 1266 406 334 1701 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 207 1251 997 90 2187 134 180 1266 406 334 1701 105 RTOR Reduct: 0 0 128 0 0 0 0 0 79 0 0 49 RTOR Vol: 207 1251 869 90 2187 134 180 1266 327 334 1701 56 PCE 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 MLF 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 FinalVolume: 207 1251 869 90 2187 134 180 1266 327 334 1701 56 ~~---------------~I---------------~ Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.87 1.00 1.00 Lanes: 3.00 3.00 2.00 2.00 3.77 0.23 2.00 3.00 2.00 3.00 3.00 1.00 Final Sat.: 4307 4950 3000 3000 6219 381 3000 4950 3000 4307 4950 1650 ------------ ------- Capacity Analysis Module: Vol/Sat: 0.05 0.25 0.29 0.03 0.35 0.35 0.06 0.26 0.11 0.08 0.34 0.03 Crit Volume: 69 580 90 567 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA big ~ 8~ I Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 6-1 ----- ----------------------------------------------------------------- ----- ----- Apr Arroyo Vista Housing Redevelopment Traffic Impact Study "~" Long Term Cumulative + Project Conditions AM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ~° Intersection #5 Dougherty Road/Westbound I-580 off-ramp ~.• ****************************** ************************************************** Cycle (sec): 60 Critical Vol./Cap.(X): 0.552 ~~ Loss Time (sec): 6 (Y+R= 4.0 sec) Average Delay (sec/veh) xxxxxx Optimal Cycle• 32 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L T R --------~ Control: Protected --~~---p-----------~~ Protected S lit Phase ---p- S l -- it Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 Lanes : 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 ~ Volume Module: 0 0 0 0 565 0 589 Base Vol: 0 1792 0 Growth Adj: 1.00 1.00 1.00 0 1858 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1792 0 0 1858 0 0 0 0 565 0 589 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1792 0 0 1858 0 0 0 0 565 0 589 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1847 0 0 1915 0 0 0 0 582 0 607 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 582 0 0 0 607 Reduced Vol: 0 1847 0 0 1915 0 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 582 0 0 607 ~, RTOR Vol: 0 1847 0 00 1.00 1.00 PCE Adj: 1 0 1915 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . MLF 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 FinalVolume: 0 1847 0 0 1915 0 0 0 0 582 0 607 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.20 1.00 1.20 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5160 0 0 6192 0 0 0 0 3127 - 0 31271 ----------- ------------~---------------~ ~---------------~~---------------I I--- ~ Capacity Analysis Module: 00 36 0 00 0 0 0.00 0.31 0.00 0.00 0.00 0.00 0.19 0.00 0 . . . Vol/Sat: 0 304 Crit Volume: 616 0 **** Crit Moves: **** *** **** ********************************** ***** ************ ************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA s Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 7-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #6 Hopyard Road/Eastbound I-580 off-ramp ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap.(X): 0.871 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 112 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------I~---------------I~---------------~ Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 Volume Module: Base Vol: 0 1244 0 0 1745 0 921 0 1584 0 0 0 Growth 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 Initial Bse: 0 1244 0 0 1745 0 921 0 1584 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1244 0 0 1745 0 921 0 1584 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1282 0 0 1799 0 949 0 1633 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1282 0 0 1799 0 949 0 1633 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 1282 0 0 1799 0 949 0 1633 0 0 0 PCE 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 MLF 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 FinalVolume: 0 1282 0 0 1799 0 949 0 1633 0 0 0 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.10 1.00 1.00 1.00 1.00 0.91 1.00 0.91 1.00 1.00 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 5676 0 0 5160 0 3127 0 3127 0 0 0 Capacity Analysis Module: Vol/Sat: 0.00 0.23 0.00 0.00 0.35 0.00 0.30 0.00 0.52 0.00 0.00 0.00 Crit Volume: 0 600 816 0 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 8-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dublin Boulevard/Scarlett Drive ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.763 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 105 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------~~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 0 1 0 2 0 0 1 0 1 0 3 0 1 1 0 3 0 2 ------------~---------------~~---------------~~---------------~I---------------~ Volume Module: Base Vol: 109 34 41 733 126 40 20 2105 52 73 1988 361 Growth 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 Initial Bse: 109 34 41 733 126 40 20 2105 52 73 1968 361 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 109 34 41 733 126 40 20 2105 52 73 1988 361 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 112 35 42 756 130 41 21 2170 54 75 2049 372 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 35 42 756 130 41 21 2170 54 75 2049 372 RTOR Reduct: 0 0 0 0 0 0 0 0 54 0 0 372 RTOR Vol: 112 35 42 756 130 41 21 2170 0 75 2049 0 PCE 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 MLF 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 FinalVolume: 112 35 42 756 130 41 21 2170 0 75 2049 0 Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 Lanes: 1.00 0.45 0.55 2.00 0.76 0.24 1.00 3.00 1.00 1.00 3.00 2.00 Final Sat.: 1650 748 902 3000 1252 398 1650 4950 1650 1650 4950 3000 ------------~---------------~~---------------~~---------------I~---------------~ Capacity Analysis Module: Vol/Sat: 0.07 0.05 0.05 0.25 0.10 0.10 0.01 0.44 0.00 0.05 0.41 0.00 Crit Volume: 77 378 723 75 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 6~~ n~ SDI Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 9-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Hacienda Drive/Dublin Boulevard Cycle (sec): 90 Critical Vol./Cap.(X): 0.874 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 2 2 0 2 1 0 Volume Module: Base Vol: 571 1064 240 61 1441 376 171 569 293 710 1654 164 Growth 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 Initial Bse: 571 1064 240 61 1441 376 171 569 293 710 1654 164 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 571 1064 240 61 1441 376 171 569 293 710 1654 164 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 589 1097 247 63 1486 388 176 587 302 732 1705 169 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 589 1097 247 63 1486 388 176 587 302 732 1705 169 RTOR Reduct: 0 0 247 0 0 97 0 0 226 0 0 0 RTOR Vol: 589 1097 0 63 1486 291 176 587 76 732 1705 169 PCE 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 MLF 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 FinalVolume: 589 1097 0 63 1486 291 176 587 76 732 1705 169 ------------I---------------~~----~----------~~---------------~~---------------~ Saturation Flow Module: Sat/Lane: 1650 1650, 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 1.00 0.91 1.00 1.00 0.91 1.00 0.91. 0.91 1.00 1.00 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 2.00 2.00 2.73 0.27 Final Sat.: 4307 4950 1650 3000 4950 1650 3000 4950 3000 3000 4503 447 ------------I---------------~~---------------~~---------------~~--------------- Capacity Analysis Module: Vol/Sat: 0.14 0.22 0.00 0.02 0.30 0.18 0.06 0.12 0.03 0.24 0.38 0.38 Crit Volume: 196 495 88 625 Crit Moves: **** **** **** **** **********,r**w,t***********,t*****,t,t**********,t**,r********,t****,t*,r,r*****,t********* Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA b9 ~ ~ v~l Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 10-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Hacienda Drive/Westbound I-580 off-ramp ******************************************************************************** Cycle (sec): 55 Critical Vol./Cap.(X): 0.878 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 118 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------I~---------------I~---------------~~---------------I Control: Protected Protected Split Phase Split Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 2 0 1! 0 2 ------------~---------------~{---------------~~---------------~I---------------~ Volume Module: Base Vol: 0 2453 0 0 1333 0 0 0 0 1690 0 360 Growth 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 Initial Bse: 0 2453 0 0 1333_ 0 0 0 0 1690 0 360 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2453 0 0 1333 0 0 0 0 1690 0 360 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2529 0 0 1374 0 0 0 0 1742 0 371 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2529 0 0 1374 0 0 0 0 1742 0 371 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2529 0 0 1374 0 0 0 0 1742 0 371 PCE 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 MLF 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 FinalUolume: 0 2529 0 0 1374 0 0 0 0 1742 0 371 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 0.87 1.00 0.87 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 3.00 0.00 2.00 Final Sat.: 0 5160 0 0 5160 0 0 0 0 4489 0 2993 ------------~---------------~---------------~~---------------~I---------------~ Capacity Analysis Module: Vol/Sat: 0.00 0.49 0.00 0.00 0.27 0.00 0.00 0.00 0.00 0.39 0.00 0.12 Crit Volume: 843 0 0 581 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~. eta K/~~ d~o~ Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 11-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Hacienda Drive/Eastbound I-580 off-ramp ******************************************************************************** Cycle (sec): 55 Critical Vol./Cap.(X): 0.808 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 75 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------~I---------------~~--------------- Control: Protected Protected Split Phase Split Phase Rights: Ignore WideBypass Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 2 0 1! 0 2 0 0 0 0 0 Volume Module: Base Vol: 0 1353 0 0 2705 0 .1450 0 1146 0 0 0 Growth 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 Initial Bse: 0 1353 0 0 2705 0 1450 0 1146 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1353 0 0 2705 0 1450 0 1146 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1395 0 0 2789 0 1495 0 1181 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1395 0 0 2789 0 1495 0 1181 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 1395 0 0 2789 0 1495 0 1181 0 0 0 PCE 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 MLF 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 FinalVolume: 0 1395 0 0 2789 0 1495 0 1181 0 0 0 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.20 1.00 0.87 1.00 0.87 1.00 1.00 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.79 0.01 2.20 0.00 0.00 0.00 Final Sat.: 0 5160 0 0 6192 0 4179 0 3303 0 0 0 ------------~---------------I---------------~I---------------~~---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.00 0.00 0.45 0.00 0.36 0.00 0.36 0.00 0.00 0.00 Crit Volume: 0 930 535 0 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~ ~ aoi Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 12-1 .Arroyo Vista Housing Redevelopment _ Traffic Impact Study Long Term Cumulative + Project Conditions AM Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Dougherty Road/Ventura Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: D[ 27.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Sound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~---------------~~---------------~I---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 2 1425 0 0 2578 3 0 0 24 0 0 0 Growth 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 Initial Bse: 2 1425 0 0 2578 3 0 0 24 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 1425 0 0 2578 3 0 0 24 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 2 1469 0 0 2658 3 0 0 25 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 2 1469 0 0 2658 3 0 0 25 0 0 0 ------------~---------------~~---------------~I---------------~~---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx Capacity Module: Cnflict Vol: 2661 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 887 xxxx xxxx xxxxx Potent Cap.: 160 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 291 xxxx xxxx xxxxx Move Cap.: 160 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 291 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 35 36 xxxxx 90 35 xxxxx Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.09 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.3 xxxx xxxx xxxxx Control Del: 27.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 18.5 xxxxx xxxx xxxxx LOS by Move : D * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * ApproachDel: xxxxxx xxxxxx 18.5 xxxxxx ApproachLOS: * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~ ~r `'~~ ~~~~ 1 Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48, _ Page 14-1 .Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM --------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Average Delay (sec/veh): 7.1 Worst Case Level Of Service: F[281.2] r*,r,t****,r,t****,t,t,t**,t**********,ttr,t***************,r*w*******,r*,t*********,t,r******** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------~~---------------~~---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: Base Vol: 39 1392 0 0 2597 5 33 0 66 0 0 0 Growth 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 Initial Bse: 39 1392 0 0 2597 5 33 0 66 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 39 1392 0 0 2597 5 33 0 66 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 40 1435 0 0 2677 5 34 0 68 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 40 1435 0 0 2677 5 34 0 68 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx Capacity Module: Cnflict Vol: 2682 xxxx xxxxx xxxx xxxx xxxxx 3239 4195 895 xxxx xxxx xxxxx Potent Cap.: 157 xxxx xxxxx xxxx xxxx xxxxx 7 2 288 xxxx xxxx xxxxx Move Cap.: 157 xxxx xxxxx xxxx xxxx xxxxx 6 2 288 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 33 33 xxxxx 62 6 xxxxx Volume/Cap: 0.26 xxxx xxxx xxxx xxxx xxxx 1.03 0.00 0.24 xxxx xxxx xxxx ------------~---------------~I---------------II---------------I---------------~ Level Of Service Module: 2Way95thQ: 1.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 35.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: E * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 80 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 7.7 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 281 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * F ApproachDel: xxxxxx xxxxxx 281.2 xxxxxx ApproachLOS: * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA -~~~ ~o ` MITIGB - Long Term CumulatiThu May 1, 2008 17:55:13 Page 1-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM Level Of Service. Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Cycle (sec): 65 Critical Vol./Cap.(X): 0.603 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 47 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~---------------~I---------------~~---------------~ Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: Base Vol: 39 1392 0 0 2597 5 33 0 66 0 0 0 Growth 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 Initial Bse: 39 1392 0 0 2597 5 33 0 66 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 39 1392 0 0 2597 5 33 0 66 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 40 1435 0 0 2677 5 34 0 68 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 1435 0 0 2677 5 34 0 68 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 40 1435 0 0 2677 5 34 0 68 0 0 0 PCE 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 MLF 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 FinalVolume: 40 1435 0 0 2677 5 34 0 68 0 0 0 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 0.00 2.99 0.01 0.33 0.00 0.67 0.00 0.00 0.00 Final Sat.: 1720 5160 0 0 5150 10 573 0 1147 0 0 0 ------------~---------------I~---------------~~---------------I---------------~ Capacity Analysis Module: Vol/Sat: 0.02 0.28 0.00 0.00 0.52 0.52 0.06 0.00 0.06 0.00 0.00 0.00 Crit Volume: 40 894 102 0 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~.. ~~ ~ ~. o .~~ Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 15-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Dougherty Road/Monterey Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: C[ 19.2] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------I~---------------II---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 0 0 3 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 0 1433 0 0 2661 2 0 0 24 0 0 0 Growth 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 Initial Bse: 0 1433 0 0 2661 2 0 0 24 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1433 0 0 2661 2 0 0 24 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1477 0 0 2743 2 0 0 25 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1477 0 0 2743 2 0 0 25 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx Fo1lowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------I----------- Capacity Module: ----~I---------------I I---------- -----~ ~----- ----- -----I Cnflict Vol: xxxx xxxx x xxxx xxxx xxxx xxxxx xxxx xxxx 915 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx x xxxx xxxx xxxx xxxxx xxxx xxxx 279 xxxx xxxx xxxxx Move Cap.: xxxx xxxx x xxxx xxxx xxxx xxxxx xxxx xxxx 279 xxxx xxxx xxxxx Total Cap: xxxx xxxx x xxxx xxxx xxxx xxxxx 31 33 xxxxx 89 33 xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.09 xxxx xxxx xxxx ------------I----------- Level Of Service Module: ----II---------------~ ~---------- ----- I----- ----- -----I 2Way95thQ: xxxx xxxx x xxxx xxxx xxxx xxxxx xxxx xxxx 0.3 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 19.2 xxxxx xxxx xxxxx LOS by Move : * * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx x xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 19.2 xx xxxx ApproachLOS: * * C ************************ ********************************* ****** *********** ****** Note: Queue reported is the number of cars per lane. ************************ ********************************* ****** *********** ****** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~ ~ ~r o ~ Long Term Cumulative + Prj .Wed Apr 9, 2008 17:12:34 .Page 1-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM Scenario Report Scenario: ~ Long Term Cumulative + Prj. Conditions PM Command: Long Term Cumulative Conditions PM Volume: Buildout with CP + Prj. PM Geometry: Future_mit_2025 Impact Fee: Default Impact Fee Trip Generation: Default Trip Generation Trip Distribution: Default Trip Distribution Paths: Default Path Routes: Default Route Configuration: Future PHF 0.97 Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~,. 6°~ ~ soy Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 2-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #1 Dougherty Road/Amador Valley Boulevard ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap.(x): 0.957 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 0 1 0 ------------~---------------~~---------------I~---------------~I---------------~ Volume Module: Base Vol: 476 1450 100 9 1222 522 350 10 406 188 370 27 Growth 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 Initial Bse: 476 1450 100 9 1222 522 350 10 406 188 370 27 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 476 1450 100 9 1222 522 350 10 406 188 370 27 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 491 1495 103 9 1260 538 361 10 419 194 381 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 491 1495 103 9 1260 538 361 10 419 194 381 28 RTOR Reduct: 0 0 0 0 0 0 0 0 270 0 0 0 RTOR Vol: 491 1495 103 9 1260 538 361 10 149 194 381 28 PCE 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 MLF 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 FinalVOlume: 491 1495 103 9 1260 538 361 10 149 194 381 28 ------------~---------------~I---------------~~---------------~~---------------~ Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.91 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.00 1.00 1.10 1.10 Lanes: 2.00 2.81 0.19 1.00 2.10 0.90 0.97 0.03 1.00 1.00 0.93 0.07 Final Sat.: 3000 4631 319 1650 3468 1482 1765 50 1650 1650 1692 123 Capacity Analysis Module: Vol/Sat: 0.16 0.32 0.32 0.01 0.36 0.36 0.20 0.20 0.09 0.12 0.23 0.23 Crit Volume: 245 599 371 409 Crit Moves• **** **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~ ~ o ~~}~ Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 3-1 Arroyo Vista Housing Redevelopment uY Traffic Imp act Stu dy , Long Term Cumulative + Project Conditions PM .Level Of Serve-ce C omputat ion Report CCTALOS Method (Future Volume Alternative) *******'*******+** ,w**************,r******* ******* **i.*+**~********* ***** *****~***** Intersection #2 D ougherty Road/Scarlett Drive ' Cycle (sec): 80 Critica l Vol./Cap.(X): 0.746 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx ~ Optimal Cycle: 73 Level O f Service: C Approach: No rth Bound South Bound East Bound We st Bound Movement : L - T - R L - T - R L - T - R L - T - R ~`` ------------~---- Control: P ----------- rotected ~~---------- Protect -----I~ ed ---------------~~ Permitted ---------------~ Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 3 0 1 2 0 3 0 1 0 0 1! 0 0 1 0 0 1 0 ------------~---- ----------- ~~---------- -----~I ---------------~~ ----- ----------I Volume Module: Base Vol: 65 1990 30 480 1318 39 23 1 108 34 1 294 Growth 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 Initial Bse: 65 1990 30 480 1318 39 23 1 108 34 1 294 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ~, PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 ;; Initial Fut: 65 1990 30 480 1318 39 23 1 108 34 1 294 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 ~ PHF Volume: 67 2052 31 495 1359 40 24 1 111 35 1 303 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 67 2052 31 495 1359 40 24 1 111 35 1 303 RTOR Reduct: 0 0 31 0 0 24 0 0 0 0 0 0 RTOR Vol: 67 2052 0 495 1359 16 24 1 111 35 1 303 PCE 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 MLF 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 FinalVOlume: 67 2052 0 495 1359 16 24 1 111 35 1 303 Saturation Flow M odule: "~` Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 0.17 0.01 0.82 1.00 0.01 0.99 Final Sat.: 1720 5160 1720 3127 5160 1720 300 13 1407 1720 6 1714 ------------~---- Capacity Analysis -----------~ Module: ~---------- -----~~ ---------------I~ ----- ----------~ Vol/Sat: 0.04 0.40 0.00 0.16 0.26 0.01 ' 0'.08 0.08 0.08 0.02 0.18 0.18 Crit Volume: 684 247 24 304 ~' Crit Moves: **** **** **** **** ***************** *********************** ******* ***************** ***** *********** s, Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~w 5 a F 4 ~~' ~- ~ ~~~ A Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 4-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM Level Of Service Computation Report CCTALOS Method .(Future Volume Alternative) '` Intersection #3 Dougherty Road/Sierra. Lane Cycle (sec): 60 Critical Vol./Cap.(X): 0.528 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------~I---------------~~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 2 1 0 1 0 2 1 0 1 0 1 0 1 1 0 0 1 0 ------------I---------------~---------------~~---------------~~---------------~ Volume Module: Base Vol: 79 1941 74 22 1365 72 113 8 106 113 6 32 Growth 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 Initial Bse: 79 1941 74 22 1365 72 113 8 106 113 6 32 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 79 1941 74 22 1365 72 113 8 106 113 6 32 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 81 2001 76 23 1407 74 116 8 109 116 6 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 81 2001 76 23 1407 74 116 8 109 116 6 33 RTOR Reduct: 0 0 0 0 0 0 0 0 81 0 0 0 RTOR Vol: 81 2001 76 23 1407 74 116 8 28 116 6 33 PCE 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 MLF 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 FinalVolume: 81 2001 76 23 1407 74 116 8 28 116 6 33 ------------~---------------~~---------------II---------------~I---------------~ Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.89 0.11 1.00 2.85 0.15 1.00 1.00 1.00 1.00 0.16 0.84 Final Sat.: 1650 4768 182 1650 4702 248 1650 1650 1650 1650 261 1389 ------------~---------------I~---------------II---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.05 0.42 0.42 0.01 0.30 0.30 0.07 0.00 0.02 0.07 0.02 0.02 Crit Volume: 692 23 116 39 Crit Moves: **** **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA -~p~ o~ Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 5-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #4 Dougherty Road/Dublin Boulevard- **************************************************~a:,±**************************** Cycle (sec): 150 Critical:VOL /Cap.(x): 0.947 Loss Time (sec): 12 (Y+R=4.O sec) Average Delay (sec/veh): xxxxxx Optimal Cycle r 180 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------I~---------------~~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 3 0 3 0 2 2 0 3 1 0 2 0 3 0 2 3 0 3 0 1 ------------~---------------I~---------------~I---------------~---------------I Volume Module: Base Vol: 944 1908 502 65 1350 137 284 1450 580 780 1670 72 Growth 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 Initial Bse: 944 1908 502 65 1350 137 284 1450 580 780 1670 72 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 944 1908 502 65 1350 137 284 1450 580 780 1670 72 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 973 1967 518 67 1392 141 293 1495 598 804 1722 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 973 1967 518 67 1392 141 293 1495 598 804 1722 74 RTOR Reduct: 0 0 308 0 0 0 0 0 373 0 0 37 RTOR Vol: 973 1967 209 67 1392 141 293 1495 225 804 1722 37 PCE 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 MLF 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 FinalVolume: 973 1967 209 67 1392 141 293 1495 225 804 1722 37 Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.87 1.00 1.00 Lanes: 3.00 3.00 2.00 2.00 3.63 0.37 2.00 3.00 2.00 3.00 3.00 1.00 Final Sat.: 4307 4950 3000 3000 5992 608 3000 4950 3000 4307 4950 1650 Capacity Analysis Module: Vol/Sat: 0.23 0.40 0.07 0.02 0.23 0.23 0.10 0.30 0.07 0.19 0.35 0.02 Crit Volume: 324 383 498 268 Crit Moves• **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA .~ :~: r Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 6-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative.). ******************************************************************************** Intersection #5 Dougherty Road/Westbound I-580 off-ramp Cycle (sec): 60 Critical Vol./Cap.(X): 0.787 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 68 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Protected Protected Split Phase Split Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 2 0 0 0 2 Volume Module: Base Vol: 0 2453 0 0 1747 0 0 0 0 420 0 901 Growth 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 Initial Bse: 0 2453 0 0 1747 0 0 0 0 420 0 901 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: _ 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2453 0 0 1747 0 0 0 0 420 0 901 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2529 0 0 1801 0 0 0 0 433 0 929 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2529 0 0 1801 0 0 0 0 433 0 929 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2529 0 0 1801 0 0 0 0 433 0 929 PCE 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 MLF 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 FinalVolume: 0 2529 0 0 1801 0 0 0 0 433 0 929 ------------~---------------~~---------------I---------------I~---------------I Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.20 1.00 1.20 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5160 0 0 6192 0 0 0 0 3127 0 3127 ------------~---------------~~---------------I~---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.00 0.49 0.00 0.00 0.29 0.00 0.00 0.00 0.00 0.14 0.00 0.30 Crit Volume: 843 0 0 464 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~. ~~~ ~~~~ ~~ Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 7-1 -------------------------------------------------------------------------------- Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service. Computation Report CCTALOS Method (Future Volume Alternative) Intersection #6 Hopyard Road/Eastbound I-5.80 off-ramp Cycle (sec): 60 ~ Critical. Vol../Cap.(X): ~ 0.880 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 120 Lever Of Service:- D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------~~---------------I---------------~ Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 ------------~---------------~~---------------I~---------------II---------------I Volume Module: Base Vol: 0 2731 0 0 1624 0 887 0 1164 0 0 0 Growth 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 Initial Bse: 0 2731 0 0 1624 0 887 0 1164 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2731 0 0 1624 0 887 0 1164 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2815 0 0 1674 0 914 0 1200 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2815 0 0 1674 0 914 0 1200 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2815 0 0 1674 0 914 0 1200 0 0 0 PCE 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 MLF 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 FinalVOlume: 0 2815 0 0 1674 0 914 0 1200 0 0 0 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.10 1.00 1.00 1.00 1.00 0.91 1.00 0.91 1.00 1.00 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 5676 0 0 5160 0 3127 0 3127 0 0 0 Capacity Analysis Module: Vol/Sat: 0.00 0.50 0.00 0.00 0.32 0.00 0.29 0.00 0.38 0.00 0.00 0.00 Crit Volume: 938 0 600 0 Crit Moves: **** **** **** ~ ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.~.Licensed to TJKM, PLEASANTON, CA ~F~Y ~ 7d <'~ Q ..~ Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 8-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #7 Dublin Boulevard/Scarlett Drive Cycle (sec): 100 Critical Vol./Cap.(X): 0.811 Loss Time (sec): 12 (Y+R=4.O sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 121 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~---------------~~---------------~I---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 0 1 0 2 0 0 1 0 1 0 3 0 1 1 0 3 0 2 ------------~---------------I~---------------~~---------------~~---------------I volume Module: Base Vol: 126 5 75 710 66 40 71 1830 65 75 2269 742 Growth 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 Initial Bse: 126 5 75 710 66 40 71 1830 65 75 2269 742 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 126 5 75 710 66 40 71 1830 65 75 2269 742 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 130 5 77 732 68 41 73 1887 67 77 2339 765 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 130 5 77 732 68 41 73 1887 67 77 2339 765 RTOR Reduct: 0 0 0 0 0 0 0 0 67 0 0 403 RTOR Vol: 130 5 77 732 68 41 73 1887 0 77 2339 362 PCE 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 MLF 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 FinalVOlume: 130 5 77 732 68 41 73 1887 0 77 2339 362 Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 Lanes: 1.00 0.06 0.94 2.00 0.62 0.38 1.00 3.00 1.00 1.00 3.00 2.00 Final Sat.: 1650 103 1547 3000 1027 623 1650 4950 1650 1650 4950 3000 Capacity Analysis Module: Vol/Sat: 0.08 0.05 0.05 0.24 0.07 0.07 0.04 0.38 0.00 0.05 0.47 0.12 Crit Volume: 82 366 73 780 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~ ~~~a~ r Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 9-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Hacienda Drive/Dublin Boulevard ******************************************************************************** Cycle (sec): 90 Critical Vol./Cap.(X): 0.817 Loss Time (sec): 12 (Y+R=4.0 sec) Average. Delay (sec/veh): xxxxxx Optimal Cycle: 125 Level Of Service: D Approach: .North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------~I---------------~ Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 3 0 3 0 1 2 0 3 0 1 2 0 3 0 2 2 0 2 1 0 ---------------------------I~---------------~~---------------~I---------------~ Volume Module: Base Vol: 548 781 711 213 750 252 255 1439 492 575 1139 34 Growth 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 Initial Bse: 548 781 711 213 750 252 255 1439 492 575 1139 34 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 548 781 711 213 750 252 255 1439 492 575 1139 34 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 565 805 733 220 773 260 263 1484 507 593 1174 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 565 805 733 220 773 260 263 1484 507 593 1174 35 RTOR Reduct: 0 0 326 0 0 145 0 0 217 0 0 0 RTOR Vol: 565 805 407 220 773 115 263 1484 291 593 1174 35 PCE 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 MLF 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 FinalVolume: 565 -805 407 220 773 115 263 1484 291 593 1174 35 Saturation Flow Module: Sat/Lane: 1650 1650. 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 1.00 0.91 1.00 1.00 0.91 1.00 0.91 0.91 1.00 1.00 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 2.00 2.00 2.91 0.09 Final Sat.: 4307 4950 1650 3000 4950 1650 3000 4950 3000 3000 4807 143 Capacity Analysis Module: Vol/Sat: 0.13 0.16 0.25 0.07 0.16 0.07 0.09 0.30 0.10 0.20 0.24 0.24 Crit Volume: 407 110 495 296 Crit Moves: **** **** **** **** Yt**********Yr**Yr tt**it Yt*~k Yt*iF***Yr*Yt'k**ye*Yr*yr***************Yt*******Yr*tk*****Yt Yt****Yr Yr tt* Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA C ~D7 ~~o~ Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 10-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Hacienda Drive/Westbound I-580 off-ramp ******************************************************************************** Cycle (sec): 55 Critical Vol./Cap..(X): 0.748 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal• Cycle: 57 Level Of Service: C Approach: North Bound South Bound ~ East Bound West Bound Movement : L - T - R L - T - R L - T - R ~ L - T - R ------------I---------------~I---------------II---------------~~---------------I Control: Protected Protected Split Phase Split Phase Rights: WideBypass Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 2 0 1! 0 2 Volume Module: Base Vol: 0 2242 0 0 1750 0 0 0 0 1305 0 490 Growth 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 Initial Bse: 0 2242 0 0 1750 0 0 0 0 1305 0 490 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2242 0 0 1750 0 0 0 0 1305 0 490 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2311 0 0 1804 0 0 0 0 1345 0 505 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2311 0 0 1804 0 0 0 0 1345 0 505 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2311 0 0 1804 0 0 0 0 1345 0 505 PCE 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 MLF 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 FinalVOlume: 0 2311 0 0 1804 0 0 0 0 1345 0 505 ------------~---------------~~---------------~~---------------I---------------I Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 0.87 1.00 0.87 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 3.00 0.00 2.00 Final Sat.: 0 5160 0 0 5160 0 0 0 0 4489 0 2993 ------------~---------------~~---------------~~---------------~~---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.45 0.00 0.00 0.35 0.00 0.00 0.00 0.00 0.30 0.00 0.17 Crit Volume: 770 0 0 448 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA t::~ 1~`~ ~~©~ r Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 11-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Hacienda Drive/Eastbound I-580 off-ramp ******************************************************************************** Cycle (sec):. 55 Critical Vol./Cap.(X): 0.715 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T -~ R L - T - R ------------~---------------~~---------------~~------'---------I~---------------~ Control: Protected Protected Split Phase Split Phase Rights: Ignore WideBypass Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 0 0 3 0 0 0 0 3 0 0 2 0 1! 0 2 0 0 0 0 0 ------------I---------------I~--------'------~---------------~---=-----------~ Volume Module: Base Vol: 0 2556 0 0 2451 0 880 0 600 0 0 0 Growth 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 Initial Bse: 0 2556 0 0 2451 0 880 0 600 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2556 0 0 2451 0 880 0 600 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 .0.97 0.97 0.97 0.97 PHF Volume: 0 2635 0 0 2527 0 907 0 619 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2635 0 0 2527 0 907 0 619 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 2635 0 0 2527 0 907 0 619 0 0 0 PCE 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 MLF 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 FinalVOlume: 0 2635 0 0 2527 0 907 0 619 0 0 0 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.20 1.00 0.87 1.00 0.87 1.00 1.00 1.00 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.97 xxxx 2.03 0.00 0.00 0.00 Final Sat.: 0 5160 0 0 6192 0 4449 0 3033 0 0 0 Capacity Analysis Module: Vol/Sat: 0.00 0.51 0.00 0.00 0.41 0.00 0.20 0.00 0.20 0.00 0.00 0.00 Crit Volume: 878 0 305 0 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~ ~ ~I .~ Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 12-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Dougherty Road/Ventura Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case. Level Of Service: C[ 16.8] Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ~ ------------~---------------~I---------------II---------.------~I---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: IncludeInclude Include Include Lanes: 1 0 3 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 20 2026 0 0 1809 7 0 0 15 0 0 0 Growth Adjs. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 2026 d 0 1809 7 0 0 15 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 2026 0 0 1809 7 0 0 15 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 21 2089 0 0 1865 7 0 0 15 0 0 0 Reduct Vol.: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 21 2089 0 0 1865 7 0 0 15 0 0 0 ------------~---------------~I---------------I~---------------~~---------------~ Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------~---------------~~---------------~~---------------I~---------------~ Capacity Module: Cnflict Vol: 1872 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 625 xxxx xxxx xxxxx Potent Cap.: 326 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 432 xxxx xxxx xxxxx Move Cap.: 326 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 432 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 85 47 xxxxx 41 44 xxxxx Volume/Cap: 0.06 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.04 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.1 xxxx'xxxx xxxxx Control Del: 16.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 13.6 xxxxx xxxx xxxxx LOS by MOVe : C * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 13.6 xxxxxx ApproachLOS: * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~ ~~ ~ ~~ Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 14-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Average Delay (sec/veh): 1.0 Worst Case Level Of Service: E[ 38.8] ******************************************************************************** Approach: North Bound South ,.Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0. 0 0 Volume Module: Base Vol: 88 2006 0 0 1810, 14 20 0 38 0 0 0 Growth 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 Initial Bse: 88 2006 0 0 1810 14 20 0 38 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 88 2006 0 0 1810 14 20 0 38 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 91 2068 0 0 1866 14 21 0 39 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 91 2068 0 0 1866 14 21 0 39 0 0 0 ------------~---------------~~---------------~~---------------I~---------------~ Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 xxxxx xxxx xxxxx Fo1lowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------~---------------~I---------------I~---------------~~---------------I Capacity Module: Cnflict Vol: 1880 xxxx xxxxx xxxx xxxx xxxxx 2744 4123 629 xxxx xxxx xxxxx Potent Cap.: 323 xxxx xxxxx xxxx xxxx xxxxx 17 2 430 xxxx xxxx xxxxx Move Cap.: 323 xxxx xxxxx xxxx xxxx xxxxx 13 2 430 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 76 36 xxxxx 27 19 xxxxx Volume/Cap: 0.28 xxxx xxxx xxxx xxxx xxxx 0.27 0.00 0.09 xxxx xxxx xxxx ------------~---------------II---------------~~---------------~~---------------~ Level Of Service Module: 2Way95thQ: 1.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 20.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: C * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 165 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.5 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 38.8 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * E ApproachDel: xxxxxx xxxxxx 38.8 xxxxxx ApproachLOS: * * E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA w~= ~.:- °~~~/~ ~- of A MITIG8 - Long Term CumulatiThu May 1, 2008 17:55:57 Page 1-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Cycle (sec): 65 Critical Vol./Cap.(X): 0.452 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 34 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------~~---------------~I---------------~ Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 0 0 0 0 0 Volume Module: Base Vol: 88 2006 0 0 1810 14 20 0 38 0 0 0 Growth 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 Initial Bse: 88 2006 0 0 1810 14 20 0 38 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 88 2006 0 0 1810 14 20 0 38 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 91 2068 0 0 1866 14 21 0 39 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 91 2068 0 0 1866 14 21 0 39 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 91 2068 0 0 1866 14 21 0 39 0 0 0 PCE 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 MLF 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 FinalVolume: 91 2068 0 0 1866 14 21 0 39 0 0 0 ------------I---------------~~---------------~~---------------~~---------------I Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 0.00 2.98 0.02 0.34 0.00 0.66 0.00 0.00 0.00 Final Sat.: 1720 5160 0 0 5120 40 593 0 1127 0 0 0 ------------I---------------~---------------~~---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.05 0.40 0.00 0.00 0.36 0.36 0.03 0.00 0.03 0.00 0.00 0.00 Crit Volume: 91 ~ 627 60 0 Crit Moves: **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA r ~~~ ~ ~ I Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 15-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Dougherty Road/Monterey Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: B[ 13.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Sound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------~I---------------~I---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop -Sign Rights: Include Include Include Include Lanes: 0 0 3 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 0 2114 0 0 1841 7 0 0 15 0 0 0 Growth 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 Initial Bse: 0 2114 0 0 1841 7 0 0 15 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2114 0 0 1841 7 0 0 15 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2179 0 0 1898 7 0 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 2179 0 0 1898 7 0 0 15 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx Fo1lowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------~---------------~---------------~---------------~~---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 636 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 425 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 425 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 83 47 xxxxx 41 46 xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.04 xxxx xxxx xxxx Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.1 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 13.8 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 13.8 xxxxxx ApproachLOS: * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 713 ~80~ Appendix K -Level of Service Worksheets: Long Term Cumulative Conditions -Supplementary Analysis for Alternate Camp Parks Access 1 `7 ~a®~ Long Term Cumulative + Prj .Wed Apr 9, 2008 20:03:39 Page 1-1 --------------------- ----------------------------------------------------- Arroyo Vista Housing Redevelopment ------ Traffic Impact Study Long Term Cumulative + Project Conditions AM (Alternate Access) --------------------- ----------------------------------------------------- Scenario Report ------ Scenario: Long Term Cumulative + Prj. Conditions AM Command: Default Command Volume: Buildout with CP + Prj. AM Geometry: Future_mit_2025 Impact Fee: Default Impact Fee Trip Generation: Default Trip Generation Trip Distribution: Default Trip Distribution r Paths: Default Path Routes: Default Route Configuration: Default Configuration Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA Long Term Cumulative + Prj.Wed Apr 9, 2008 20:03:40 Page 2-1 ~15~8D~ Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM (Alternate Access) -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection.#1 Dougherty Road/Amador Valley Boulevard ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap.(X): 0.871 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 144 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------I~---------------~~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 2 0 3 0 0 0 0 2 1 0 1 0 0 0 1 0 0 0 0 0 volume Module: Base Vol: 411 839 0 0 1969 552 380 0 612 0 0 0 Growth 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 Initial Bse: 411 839 0 0 1969 552 380 0 612 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 411 839 0 0 1969 552 380 0 612 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 424 865 0 0 2030 569 392 0 631 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 424 865 0 0 2030 569 392 0 631 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 233 0 0 0 RTOR Vol: 424 865 0 0 2030 569 392 0 398 0 0 0 PCE 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 MLF 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 FinalVOlume: 424 865 0 0 2030 569 392 0 398 0 0 0 ------------I---------------~~---------------~I---------------~~---------------~ Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 0.91 1.00 1.00 1.00 1.00 1.00 1.10 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 2.34 0.66 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 3127 5160 0 0 4030 1130 1892 0 1720 0 0 0 ------------~---------------~I---------------~---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.14 0.17 0.00 0.00 0.50 0.50 0.21 0.00 0.23 0.00 0.00 0.00 Crit Volume: 212 866 398 0 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~i6 ~ aoi Long Term Cumulative + Prj.Wed Apr 9, 2008 20:03:40 Page 3-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM (Alternate Access) -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dougherty Road/Scarlett Drive Cycle (sec): 80 Critical Vol./Cap.(X): 0.589 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 45 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------~---------------~ Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 3 0 1 2 0 3 0 1 0 0 1! 0 0 1 0 0 1 0 ------------~---------------~~---------------~I---------------~~---------------~ Volume Module: Base Vol: 26 1251 60 336 2343 6 34 0 84 57 1 130 Growth 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 Initial Bse: 26 1251 60 336 2343 6 34 0 84 57 1 130 Added Vol: 0 0 0 0 0 0 0~ 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 26 1251 60 336 2343 6 34 0 84 57 1 130 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 27 1290 62 346 2415 6 35 0 87 59 1 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 1290 62 346 2415 6 35 0 87 59 1 134 RTOR Reduct: 0 0 59 0 0 6 0 0 0 0 0 0 RTOR Vol: 27 1290 3 346 2415 0 35 0 87 59 1 134 PCE 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 MLF 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 FinalVolume: 27 1290 3 346 2415 0 35 0 87 59 1 134 Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 0.29 0.00 0.71 1.00 0.01 0.99 Final Sat.: 1720 5160 1720 3127 5160 1720 496 0 1224 1720 13 1707 ------------I---------------I~---------------~~---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.02 0.25 0.00 0.11 0.47 0.00 0.07 0.00 0.07 0.03 0.08 0.08 Crit Volume: 27 805 122 59 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~7 ~ ~o~ Long Term Cumulative + Prj.Wed Apr 9, 2008 20:03:40 Page 4-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM (Alternate Access) -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Dougherty Road/Dublin Boulevard ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.810 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 120 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------~~---------------~~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 3 0 3 0 2 2 0 3 1 0 2 0 3 0 2 3 0 3 0 1 Volume Module: Base Vol: 201 1213 967 87 2121 169 175 1228 394 324 1650 102 Growth Adj: 1.00 1.00 1.00 T.00 1.00- 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 201 1213 967 87 2121 169 175 1228 394 324 1650 102 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 201 1213 967 87 2121 169 175 1228 394 324 1650 102 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 207 1251 997 90 2187 174 180 1266 406 334 1701 105 Reduct Vol.: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 207 1251 997 90 2187 174 180 1266 406 334 1701 105 RTOR Reduct: 0 0 128 0 0 0 0 0 79 0 0 49 RTOR Vol: 207 1251 669 90 2187 174 180 1266 327. 334 1701 56 PCE 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 MLF 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 FinalVolume: 207 1251 869 90 2187 174 180 1266 327 334 1701 56 ------------~---------------~I---------------I~---------------~I---------------I Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.87 1.00 1.00 Lanes: 3.00 3.00 2.00 2.00 3.70 0.30 2.00 3.00 2.00 3.00 3.00 1.00 Final Sat.: 4307 4950 3000 3000 6113 487 3000 4950 3000 4307 4950 1650 ------------I---------------~~---------------~~---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.05 0.25 0.29 0.03 0.36 0.36 0.06 0.26 0.11 0.08 0.34 0.03 Crit Volume: 69 590 90 567 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA „~, ~Ig~~~1 Long Term Cumulative + Prj.Wed Apr 9, 2008 20:03:40 Page 5-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM (Alternate Access) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Dougherty Road/Ventura Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: C[ 18.5] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------~---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 0 0 3 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 0 1250 0 0 2578 3 0 0 24 0 0 0 Growth 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 Initial Bse: 0 1250 0 0 2578 3 0 0 24 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1250 0 0 2578 3 0 0 24 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1289 0 0 2658 3 0 0 25 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1289 0 0 2658 3 0 0 25 0 0 0 ------------~---------------~~---------------~~ Critical Gap Module: ----------- ----~ ~----- ------ ----I Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx x xxxx Fo1lowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx Capacity Module Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 887 xxxx xxxx x xxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 291 xxxx xxxx x xxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 291 xxxx xxxx x xxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 35 37 xxxxx 110 37 x xxxx° Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx - 0.09 xxxx xxxx xxxx ------------~---------------~~---------------~~ Level Of Service Module: - --------- ---- I----- ------ ----~ 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.3 xxxx xxxx x xxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 18.5 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx x xxxx xxxx xxxx x xxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * ApproachDel: xxxxxx xxxxxx 18.5 xx xxxx ApproachLOS: * * C ***************************************************,r****** ***************** ***** Note: Queue reported is the number of cars per lane. ********************************************************** ***************** ***** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA wry per- ~r i ~ ~~ o, Long Term Cumulative + Prj.Wed Apr 9, 2008 20:03:40 Page 6-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM (Alternate Access) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Average Delay (sec/veh): 8.1 Worst Case Level Of Service: F[297.0] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------~---------------~~---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 2 0 0 1 0 Volume Module: Base Vol: 41 1187 200 25 2572 5 33 0 66 25 0 30 Growth 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 Initial Bse: 41 1187 200 25 2572 5 33 0 66 25 0 30 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 41 1187 200 25 2572 5 33 0 66 25 0 30 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 42 1224 206 26 2652 5 34 0 68 26 0 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 42 1224 206 26 2652 5 34 0 68 26 0 31 ------------~---------------I~---------------I~---------------~I---------------~ Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 ..: 6.9 7.5 6.5 6.9 Fo1lowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------I------------------------------~I---------------~I---------------~ Capacity Module: Cnflict Vol: 2657 xxxx xxxxx 1430 xxxx xxxxx 3198 4220 88b 2347 4120 511 Potent Cap.:. 161 xxxx xxxxx 482 xxxx xxxxx 4 2 291 20 2 513 Move Cap.: 161 xxxx xxxxx 482 xxxx xxxxx 3 1 291 12 2 513 Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 18 29 xxxxx 65 0 xxxxx Volume/Cap: 0.26 xxxx xxxx 0.05 xxxx xxxx 1.87 0.00 0.23 0.39 xxxx 0.06 Level Of Service Module: 2Way95thQ: 1.0 xxxx xxxxx 0.2 xxxx xxxxx 4.7 xxxx xxxxx 1.3 xxxx xxxxx Control Del: 35.2 xxxx xxxxx 12.9 xxxx xxxxx 848.9 xxxx xxxxx 92.3 xxxx xxxxx LOS by Move : E * * B * * F * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxx xxxx xxxxx xxxx xxxx 291 xxxx xxxx 513 SharedQueue:xxxxx xxxx ~~cxx xxxxx xxxx xxxxx xxxxx xxxx 0.9 xxxxx xxxx 0.2 Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 21.1 xxxxx xxxx 12.5 Shared. LOS: * * * * * * * * C * * B ApproachDel: xxxxxx xxxxxx 297.0 48.8 ApproachLOS: * * F E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA `1 o~r~ ~~ MITIG8 - Long Term CumulatiThu May 1, 2008 18:37:18 Page 1-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM (Alternate Access) Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Cycle (sec): 45 Critical Vol./Cap.(X): 0.612 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 59 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------I~---------------~I---------------~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 2 0 0 1 0 ------------~---------------I~---------------~~---------------I~---------------I Volume Module: Base Vol: 41 1187 200 25 2572 5 33 0 66 25 0 30 Growth 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 Initial Bse: 41 1187 200 25 2572 5 33 0 66 25 0 30 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 41 1187 200 25 2572 5 33 0 66 25 0 30 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 42 1224 206 26 2652 5 34 0 68 26 0 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 1224 206 26 2652 5 34 0 68 26 0 31 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 42 1224 206 26 2652 5 34 0 68 26 0 31 PCE 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 MLF 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 FinalVolume: 42 1224 206 26 2652 5 34 0 68 26 0 31 Saturation Flow Module: .Sat/Lane: 1650 1650 1650 1650 1650. 1650 1650 1650 1650 1650 1650 1650 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 Lanes: 1.00 2.57 0.43 .1.00 2.99 0.01 1.00 0.00 1.00 2.00 0.00 1.00 Final Sat.: 1650 4236 714 1650 4940 10 1650 0 1650 3000 0 1650 ------------~---------------~~---------------II---------------~~---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.29 0.29 0.02 0.54 0.54 0.02 0.00 0..04 0.01 0.00 0.02 Crit Volume: 42 886 68 13 Crit Moves: **** *'*** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~ ~ ~n~ Long Term Cumulative + Prj.Wed Apr 9, 2008 20:03:40 Page 7-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM (Alternate Access) Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #14 Dougherty Road/Monterey Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: C[ 19.2] ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~~---------------I~---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 0 0 3 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 0 1428 0 0 2661 2 0 0 24 0 0 0 Growth 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 Initial Bse: 0 1428 0 0 2661 2 0 0 24 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1428 0 0 2661 2 0 0 24 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 1472 0 0 2743 2 0 0 25 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1472 0 0 2743 2 0 0 25 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx Fo1lowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------~---------------~~---------------~I---------------~~---------------~ Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 915 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 279 xxxx xxxx xxxxx .Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 279 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 31 33 xxxxx 89 33 xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.09 xxxx xxxx xxxx ------------~---------------I~---------------~~---------------~~---------------~ Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.3 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 19.2 xxxxx xxxx xxxxx LOS by MOVe : * * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx~:,exxxx . Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * ApproachDel: xxxxxx xxxxxx 19.2 xxxxxx ApproachL05: * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 1aa ~ col Long Term Cumulative + Prj .Wed Apr 9, 2008 20:06:06 Page 1-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term ------ Cumulative + Project Conditions PM (Alternate Access) ------------ -------------------------------------------------------------- SCenario Report Scenario: Long Term Cumulative + Prj. Conditions PM Command: Default Command Volume: Buildout with CP + Prj. PM Geometry: Future_mit_2025 Impact Fee: Default Impact Fee Trip Generation: Default Trip Generation Trip Distribution: Default Trip Distribution Paths: Default Path Routes: Default Route Configuration: Default Configuration Traffix 7.9.0215 (c), 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 7d3 ~ SDI. Long Term Cumulative + Prj.Wed Apr 9, 2008 20:06:07 Page 2-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM (Alternate Access) -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) **************+*********+~***+***~+*+,r*+**+,r*+**+**********************,r*++*+~+* Intersection #1 Dougherty Road/Amador Valley Boulevard ***++******+,r***+,.**+.******,r*************,r*,.***+****+*****+*~*~**~*~**********+* Cycle (sec): 60 Critical Vol./Cap.(X): 0.691 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 60 Level Of Service: B ++++*+~+*~*,r*+***+*******,r*******+*****,r**********************************++,r+++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------I~---------------II---------------~ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 0 0 0 2 1 0 1 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 516 1477 0 0 1131 522 350 0 416 0 0 0 Growth 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 Initial Bse: 516 1477 0 0 1131 522 350 0 416 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 516 1477 0 0 1131 522 350 0 416 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 532 1523 0 0 1166 538 361 0 429 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 532 1523 0 0 1166 538 361 0 429 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 293 0 0 0 RTOR Vol: 532 1523 0 0 1166 538 361 0 136 0 0 0 PCE 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 MLF 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 FinalVolume: 532 1523 0 0 1166 538 361 0 136 0 0 0 ------------~---------------~~---------------~I---------------~~---------------I Saturation Flow Module: Sat/Lane: 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 0.91 1.00 1.00 1.00 1.00 1.00 1.10 1.00 .1.00 1.00 1.00 1.00 Lanes: 2,.00 3.00 0.00 0.00 2.05 0.95 1.00 0.00 1.00 0.00 O.OA 0.00 Final Sat.: 3127 5160 0 0 3531. 1629 1892 0 1720 0 0 0 ------------I---------------~~---------------~~---------------~-=-------------~ Capacity Analysis Module: ~+ Vol/Sat:' 0.17 0.30 0,.00 0.00 0.33 0.33 0.19 0.00 0.08 0.00 0.00 0.00 Crit Volume: 266 568 361 0 Crit Moves: **** **** ****~ *+++**+,~++*+***+,r*+***,r,r***,r+*****,r************+*******+***+,r***+*,r******,r****** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~a~ ~ ~6~ R Long Term Cumulative + Prj.Wed Apr 9, 2008 20:06:07 Page 3-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM (Alternate Access) Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Dougherty Road/Scarlett Drive ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.750 Loss Time (sec): 9 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 74 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------~~---------------I~---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 3 0 1 0 0 1! 0 0 1 0 0 1 0 ------------~---------------~~---------------~~---------------~~---------------I Volume Module: Base Vol: 65 2007 30 480 1567 39 23 1 108 34 1 294 Growth 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 Initial Bse: 65 2007 30 480 1567 39 23 1 108 34 1 294 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 65 2007 30 480 1567 39 23 1 108 34 1 294 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 67 2069 31 495 1615 40 24 1 111 35 1 303 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 67 2069 31 495 1615 40 24 1 111 35 1 303 RTOR Reduct: 0 0 31 0 0 24 0 0 0 0 0 0 RTOR Vol: 67 2069 0 495 1615 16 24 1 111 35 1 303 PCE 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 MLF 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 FinalVolume: 67 2069 0 495 1615 16 24 1 111 35 1 303 Saturation Flow Module: Sat/Lane: 1720 1720 1720. 1720 1720 1720 1720 1720 1720 1720 1720 1720 Adjustment: 1.00.1.00 1.OQ 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3..00 1.00 2.00 3.00 1.00 0.17 0.01 0.82 1.00 0.01 0.99 Final Sat.: 1720 5160 1720 3127 5160 1720 300 13 1407 1720 6 1714 ------------~---------------~~---------------{~---------------~---------------I Capacity Analysis Module:. Vol/Sat:. 0.04 0:40 0.00 0.16 0.31 0:01 0:08 0.08 0.08 0.02 0.18. 0.18 Crit Volume: 690 247 24 304 Crit Moves• **** **** **** **** ***********************,r*****~************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~ ~7 ~yO Long Term Cumulative + Prj.Wed Apr 9, 2008 20:06:07 Page 4-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM (Alternate Access) -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Dougherty Road/Dublin Boulevard ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 1.006 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------~I---------------~~---------------~ Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 3 0 3 0 2 2 0 3 1 0 2 0 3 0 2 3 0 3 0 1 Volume Module: Base Vol: 944 1908 502 65 1350 467 284 1450 580 780 1670 72 Growth 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 Initial Bse: 944 1908 502 65 1350 467 284 1450 580 780 1670 72 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 944 1908 502 65 1350 467 284 1450 580 780 1670 72 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 973 1967 516 67 1392 481 293 1495 598 804 1722 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 973 1967 518 67 1392 481 293 1495 598 804 1722 74 RTOR Reduct: 0 0 308 0 0 0 0 0 373 0 0 37 RTOR Vol: 973 1967 209 67 1392 481 293 1495 225 804 1722 37 PCE 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 MLF 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 FinalVOlume: 973 1967 209 67 1392 481 293 1495 225 804 1922 37 ------------~---------------~~---------------I~---------------I~---------------I Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 0.87 1.00 0.91 0.91 1.00 1.00 0.91 1.00 0.91 0.87 1.00 1.00 Lanes: 3.00 3.00 2.00 2.00 3.00 1.00 2.00 3.00 2.00 3.00 3.00 1.00 Final Sat.: 4307 4950 3000 3000 4950 1650 3000 4950 3000 4307 4950 1650 --------.,---F~:.-~-------------~~---------------I~---------------~~---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.40 0.07 0.02 0.28 0.29 0.10 0.30 0.07 0.19 0.35 0.02 Crit Volume: .324 481 498 268 Crit Moves: **** **** **** **** *******************************,r************************************************ Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~d6~ Bob Long Term Cumulative + Prj.Wed Apr 9, 2008 20:06:07 Page 5-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM (Alternate Access) Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Dougherty Road/Ventura Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: B[ 12.5] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~~---------------~~---------------~~---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 0 0 3 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 0 1993 0 0 1540 7 0 0 15 0 0 0 Growth 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 Initial Bse: 0 1993 0 0 1540 7 0 0 15 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1993 0 0 1540 7 0 0 15 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2055 0 0 1588 7 0 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVOlume: 0 2055 0 0 1588 7 0 0 15 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------~---------------~~---------------~~---------------I~---------------~ Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 533 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 497 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 497 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 118 59 xxxxx 49 59 xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.03 xxxx xxxx xxxx ------------~---------------~I---------------~~---------------~~---------------I Level Of Service Module: 2Way95thQ: xxxx.xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.1 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.5 xxxxx xxxx xxxxx LOS by MOVe : * * * * * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 12.5 xxxxxx ApproachLOS: * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA a -~a~~ say Long Term Cumulative + Prj.Wed Apr 9, 2008 20:06:07 Page 6-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM (Alternate Access) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Average Delay (sec/veh): 1019.6 Worst Case Level Of Service: F(7507.7) ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~~---------------I~---------------~~---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 2 0 0 1 0 Volume Module: Base Vol: 108 1906 100 19 1522 14 20 0 38 518 0 67 Growth 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 Initial Bse: 108 1906 100 19 1522 14 20 0 38 518 0 67 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 108 1906 100 19 1522 14 20 0 38 518 0 67 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 111 1965 103 20 1569 14 21 0 39 534 0 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 111 1965 103 20 1569 14 21 0 39 534 0 69 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 7.5 6.5 6.9 Fo1lowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------I---------------I~---------------II---------------I~---------------) Capacity Module: Cnflict Vol: 1584 xxxx xxxxx 2066 xxxx xxxxx 2493 3906 530 2801 3862 707 Potent Cap.: 421 xxxx xxxxx 273 xxxx xxxxx 15 3 499 9 4 383 Move Cap.: 421 xxxx xxxxx 273 xxxx xxxxx 9 2 499 6 3 383 Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 62 27 xxxxx 28 23 xxxxx Volume/Cap: 0.26 xxxx xxxx 0.07 xxxx xxxx 0.33 0.00 0.08 19.24 0.00 0.18 Level Of Service Module: 2Way95thQ: 1.1 xxxx xxxxx 0.2 xxxx xxxxx 1.2 xxxx xxxxx 34..5 xxxx xxxxx Control Del: 16.6 xxxx xxxxx 19.2 xxxx xxxxx 89.1 xxxx xxxxx 8477 xxxx xxxxx LOS by Move: C * * C * * F * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 499 xxxx xxxx 383 SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0.3 xxxxx xxxx 0.7 Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.8 xxxxx xxxx 16.5 Shared LOS : * * * * * * * * g * * C ApproachDel: xxxxxx xxxxxx 39.1 7507.7 ApproachLOS: * * E F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA MITIGB - Long Term CumulatiThu May 1, 2008 18:35:31 Page 1-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM (Alternate Access) ~~~ ~?~o~ Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Dougherty Road/S. Mariposa Drive ******************************************************************************** Cycle (sec): 45 Critical Vol./Cap.(X): 0.631 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 62 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------~---------------~I---------------~~---------------~~---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes : 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 2 0 0 1 0 Volume Module: Base Vol: 108 1906 100 19 1522 14 20 0 38 518 0 67 Growth 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 Initial Bse: 108 1906 100 19 1522 14 20 0 38 518 0 67 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 108 1906 100 19 1522 14 20 0 38 518 0 67 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97. 0.97 0.97 0.97 PHF Volume: 111 1965 103 20 1569 14 21 0 39 534 0 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 1965 103 20 1569 14 21 0 39 534 0 69 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 111 1965 103 20 1569 14 21 0 39 534 0 69 PCE 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 MLF 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 FinalVolume: 111 1965 103 20 1569 14 21 0 39 534 0 69 Saturation Flow Module: Sat/Lane: 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 Lanes: 1.00 2.85 0.15 1.00 2.97 0.03 1.00 0.00 1.00 2.00 0.00 1.00 Final Sat.: 1650 4703 247 1650 4905 45 1650 0 1650 3000 0 1650 ------------~---------------~~---------------II---------------I~---------------~ Capacity Analysis Module: Vol/Sat: 0.07 0.42 0.42 0.01 0.32 0.32 0.01 0.00 0.-02 0.18..0.00 0.04 Crit Volume: "~89 20 39 267' Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~> 7~ X801 Long Term Cumulative + Prj.Wed Apr 9, 2008 20:06:07 Page 7-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM (Alternate Access) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Dougherty Road/Monterey Drive ******************************************************************************** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: B[ 13.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------~I---------------I~---------------II---------------~ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes : 0 0 3 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 Volume Module: Base Vol: 0 2114 0 0 1841 7 0 0 15 0 0 0 Growth 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 Initial Bse: 0 2114 0 0 1841 7 0 0 15 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2114 0 0 1841 7 0 0 15 0 0 0 User 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 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 2179 0 0 1898 7 0 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 2179 0 0 1898 7 0 0 15 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx Fo1lowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 636' xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 425 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 425 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 83 47 xxxxx 41 46 xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.04 xxxx xxxx xxxx ------------~---------------~~---------------~~---------------I~---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.1 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 13.8 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 13.8 xxxxxx ApproachLOS: * * g * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA