Loading...
HomeMy WebLinkAbout7.2 Arroyo Vista Legis Action Attch 2 Exhibit D (4)~~~, ~=- X55 Long Term Cumulative -- ConditWed Apr 9,-2008 17:09:33 _ __ ___ -_ -_Page-1=1-__ ---------------- ------------------- Arroyo Vista Housing Redevelopment Traffic Impact Study - Long Term Cumulative Condition - AM --------------------------------------------- ---------- ---------- ---- Scenario Report Scenario: Long Term Cumulative Conditions AM 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 Paths: Default Path Routes: Default Route Configuration: Future PHF 0.97 Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA `BOG ~' ~(~c 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) *++***~***,r++****+****,r**+~+.,r*+**********+*,r**+++*++.~**,r,r*****,r*+~****,r*****++*+ Intersection #1 Dougherty Road/Amador Valley Boulevard **+*..**++*********,r**+****+*****~****+*************~****~****~**++*****+,r******* 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 *,r+*,tw++*,rr*,t***++**++~*,~++,t*t,t+,t**+,r,t*t,r+,t*t++***+~*t,r+**,r,r*+,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---------------~~---------------~~-----'----------~~---------------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 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 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 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 ~b~o ~ ~5~ ~- 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) ~,t******++*****+,t**t*,tt*+*****+,r**+***+t**+r*******,rt**t*+t*****~***+,t***t****** Intersection #2 Dougherty Road/Scarlett Drive *++,r,r*+**+********w******,r***,r*+*+***,r+*,r********+***,r*+***~***,r*«**«*****+***,r* 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: 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: *********«*+**+*****~**,r**~~****~*****,r*+********,r,r****,r*++*****+************+** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~.~ , ~ J 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~---------------~ 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 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 -------------- 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 gp$ ~ ~5y .. Long Term Cumulative ConditWed Apr 9, 2008 17:09:34 Page 5-1 ------------------ ------------ -------------------------------------------------- wp Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative Condition - AM ------------------ ------------ ---------------------------------- ---------------- wF Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) R, **+,r**+***+************+***+** +****+**,r+***+*******~**+w*+*~**** *+****~*****++** 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: Nor th Bound South Bound East Bound We st Bound Movement : L - T - R L - T - R L - T - R L - T - R ---~----- ----------~~ ---------------II---------------~~ ----- ----------~ Control: Pr otected 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 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 ~s 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 k Final Sat.: 4307 4950 3000 3000 6240 360 3000 4950 3000 4307 4950 1650 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: !I~ ~*******,r******** **,r+******** ******~**++*,r***+*********+***+*** **+** *+***~*+***+ Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA L. ~: ~~ ~ ~ ~~ ~~ 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): ~~ 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 II---------------II---P------- ----II--------------- Control: Protected Protected S lit 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---------------II---------------II---------------II---------------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 ------------I---------------II--------------- Saturation Flow Module: II -II---------------I 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---------------II---------------I 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) ++**w*+******************+****************+***++**,r********,e*********+***+*+*+** Intersection #6 Hopyard Road/Eastbound I-580 off-ramp 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---P-----------~~---------------I Control: Protected Protected S lit 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 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 0.0.0 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: '+******~****+********+**+**,r*,r****+*****~***+*****,r*+**+*+**~******a***********~ Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 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---------------~~------------- -------- --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 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 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 ~~a ~- a55 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---------------~ 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 ~~13 ~ X55 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): O,g78 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~---------------~~---P------- Control: Protected Protected S lit 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 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---------------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 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) ***+*++*w****,r***,t,t*****+***+*,t,r***,t**++**+*+**+**t**t**,t*,t~***+*****t**,t*****w,t 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): ~~ Optimal Cycle: 75 Level Of Service: Approach: North Bound South Bound East Bound West Bovnd Movement : L - T - R L - T - R L - T - R L T R ___ --~~---p-----------~~---p-----------~ Control: I Protected Protected S lit Phase S lit 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 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: 1.001.00 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 OI 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 OI ------------~---------------~~---------------~~---------------~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 Crit Moves: Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA g~5 4~ ~~ 55 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 ***~**+***,r+*+*************~**+****+*,r******+*«*,r*******+******+****+*~******~** 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 ---------------II- 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 8 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 ------------~---------------II---------------I~---------------I~---------------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 ------------I---------------~~---------------~~---------------~~---------------~ 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 ~~ 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 xxxxrx 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 ------------~---------------~~---------------~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 ------------I---------------I---------------I~---------------II---------------~ Capacity Module: 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 Service Module: 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 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 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 ----~~------P---g----~~------p---g---- Control: Uncontrolled Uncontrolled Sto Si n Sto Si n 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: 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 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 0 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) ****+****+**+******+****~*************+*******+*****+****+,r***********+********* Intersection #13 Dougherty Road/S. Mariposa Drive ***++**********+**+********+*+*****w+*+**+**+**********+**~**+****************** 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 ********..**+****,r*****+**********+*+++****+,r****+****~+****+*******************+ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L T R --~~---------------~~---p-----------~~---p-----------~ Control: Protected Protected S lit Phase S lit 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 OI 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 OI 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: *+*~*****************+******++**,r*+,r++*****,~*.*+**********+*+*+****+**+*****+**** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~ l ~ o f ~~15 ~ 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~---------------II---------------~ 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: 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 ------------~---------------~~---------------~~---------------~I---------------~ 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 8 2 292 xxxx xxxx 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 -------=----~---------------II---------------~~---------------I~---------------I 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 * * * ,r 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 Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~a ~ ~ f- ass 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 1.00, 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---------------~~---------------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 2.81 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 ------------~---------------~~---------------~~---------------~~---------------I 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 ~a~ ~ ~~s Long Term Cumulative ConditWed Apr 9, 2008 17:07:44 ------------------------------------ Page 3-1 ---------------- ----------- Arroyo Vista Housing Redevelopment ----- -----'------ aa,; Traffic Impact Study Long Term Cumulative Conditions PM ----------------- ---------------------------------------------- Level Of Service Computation Report ----- ------------ CCTALOS Method (Future Volume Alternative) ,~, ***************** *************************************************** ************ Intersection #2 D ougherty 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: 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 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---- -----------II---------------II---------------I I---- -----------I ~A' 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 ~!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: 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 wr 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 ~,4 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: 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 ------------I---- 5160 1720 3127 5160 1720 300 13 1407 1720 6 1714 ~., Capacity Analysis -----------~~---------------I~---------------~ Module: I---- -----------~ ~-' 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 ~„ 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 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~---------------~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 8 109 116 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: 1.001.00 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 1.002.85 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---------------~~---------------~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 $a~{ ~ X55 .~ 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) +***+~**+****~*******+**+**********+*******+*****,r**+**+*******+*****+***+****** Intersection #4 Dougherty Road/Dublin Boulevard +************~~**,r**~*****+*****,r,r**+******++**+++*+**,r+**+****+************«*~* Cycle (sec): 150 Critical Vol./Cap.(X): 0.944 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E ******+*****************+*,~**+***+*************+***+w****************++**+****** 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: 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 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 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 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 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 3.64 0.36 2.00 3.00 2.00 3.00 3.00 1..00. Final Sat.: 430.7 4950 3000 3000 6002 598 3000 4950 3000 43074950 .1650 ------------~---------------~~---------------~I---------------~~---------------~ Capacity Analysis Module: Vol/Sat: 0.23 0.39 0.07 0.02 0.23 0.23 0.09 0.30 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 ~~~.~~ 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---------------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---------------~~---------------~~---------------~ Volume Module: Base Vol: 0 2435 0 0 1740 0 0 0 0 420 0 895 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 ------------~---------------~~---------------~~---------------II---------------~ 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---------------~~---------------~I---------------I~---------------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: 837 0 0 461 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~a~ ~~ ~s5 0 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/E astbound 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): xxxxxx Optimal Cycle• 118 Level Of Service: D Approach: Nor th 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 Spl it Phase Rights: Ignore Ignore Include Include y 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 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 w~ 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 *p 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 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 .00 0.00 3.00 0.00 2.00 0.00 2 0.00 0.00 0.00 r Final Sat.: 0 5676 0 0 5160 ,. 0 3127 0 3127 0 0 0 - ----------..--I--:c-. -----------I I---------------I'---------------I I---- I ---.------- IIR~ 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 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---------------~~---------------~ 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: 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 1.0,0 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---------------~~---------------~I---------------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 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 ------------~---------------~~---------------~~---------------~I---------------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 ~~~ °~" ~I~S ; 0 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) ***+***~+~*,r******,r,r,r*,r**+****+*+**********,r+***+******+**************+*****~+** Intersection #B Hacienda Drive/Dublin Boulevard *+****++****+.+******~*++****,,******,r**..*+****,r~*~**+*,r+*******w*****~*****+***** 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---------------~~---------------~~---------------~ 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: 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: 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: **** ***'` *'`** **** **,r***+*+*****+****+****+****,r*+**********~++****~**********+***~**********++**~ Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~. 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 ------------~---------------II---------------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 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 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.$7 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~---------------~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) ********************************,r*********************************************** Intersection #10 Hacienda 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: 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: 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 0 618 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: 0.003.00 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 ------------~---------------~~---------------~~---------------~I---------------I 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 ~~/~ ~ ~ ~~ 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 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: 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 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 5.5 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: 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 x~x xxxx ~~ ~~ xxxx ~~ 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 : * * * * * * * E * * * * 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 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 ~**«******++*+**+***,~***************,r+**~**++***********++****+~*******~~***+*** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: D[ 31.8] **+,r*t**,t******,r****+**,t**+a*+r~,t**+t*+*~+****,t**+,r,r+*******~**~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: 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 ------------~---------------~~---------------I~---------------~~---------------~ 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 xrxxx xxxx xxxx xx~ 88 50 xxxxx 45 48 xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.07 0.00 0.01 xxxx xxxx xxxx ------------~---------------~~---------------II---------------~~---------------~ Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx ~~ xxxx xxxx xxxxx Control Del: 16.2 xxxx xxxxx xxxxx xxxx xxxxx ~~ xxxx ~~ 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 ~'~ ~'~ 0.3 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx ~xx 31.8 xxxxx xxxxx xxxx xxxxx Shared LOS: * "` * * * * * D ApproachDel: xxxxxx xxxxxx 31.8 xxx~ ApproachLOS: * * D Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASAlVTON, CA ~~~ ~- ~~5 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 #k13 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---------------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: 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 ------------I---------------II---------------~~---------------I---------------~ 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 ------------~---------------~~---------------II---------------~~---------------~ 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: * * g * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~: MITIG8 - 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 Roa d/S. Mariposa Drive ************* ***************** ********************************** ***** *********** Cycle (sec): 100 Critical Vol./Cap.(X): 0.414 Loss Time (se c): 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: ---------------II Protected ---------------I~---------------~~ 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 ' ------------I ---------------II ---------------II---------------II ----- ----------I !AF 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 r= 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 --------I ------------ ~---------------~ ~---------------~~---------------~ ~---- --- s~= 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 $35 df- q55 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 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 ------------~---------------~~---------------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 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 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 ~~~ ~ ~~% Appendix J -Level of Service Worksheets: Long Term Cumulative plus Project Conditions ~,3~ ~ ~f 55 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 83~ ~ X 55 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 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~---------------I~---------------I 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 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 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 1.00 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 ---------------------------~~---------------~~---------------I---------------~ Capacity Analysis 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 ~_, ~ 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 **,r***************************************************************************** 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 ------------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---------------~~---------------~~---------------~~---------------I 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---------------~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 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 Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 4-1 Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Dougherty Road/Sierra Lane ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap.(X): 0.711 Loss Time (sec): 12 (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 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 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 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 2.84 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---------------~I---------------I Capacity Analysis 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 U I F ~ ~ ~J 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~---------------~~---------------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 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 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 ~~a ~ X55 Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 Page 6-1 -------------------------------------------------------------------------------- Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions AM -------------------------------------------------------------------------------- Level Of Service Computation Report CCTALOS Method (Future Volume Alternative) Intersection #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~---------------~~---------------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 0 0 2 ------------~---------------~~---------------~~---------------I~---------------~ Volume Module: Base Vol: 0 1792 0 0 1858 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 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 PasserByVol: 0 0 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 0 Reduced Vol: 0 1847 0 0 1915 0 0 0 0 582 0 607 RTOR Reduct: 0 0 0 0 0 0 0 0 0 0 0 0 RTOR Vol: 0 1847 0 0 1915 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 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 3127 ------------~---------------~~---------------~~---------------~I---------------~ 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: 616 0 0 304 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA Ci~ J ~~" ~`.1 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 Cycler 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 ------------ --- --~~---------------~~---p------- Control: Protected Protected S lit 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 ~I---------------~~---------------I 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 ~~~ ~f ~~~ 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) +*+***+*+**+*+***,r*****+********+**,r*****+**+***,r+***~*,r*************~***++**+** Intersection #7 Dublin Boulevard/Scarlett Drive Cycle (sec): 100 Critical Vol./Cap.(X): 0.783 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 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 41 733 126 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 1988 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 30001 ------------~---------------~~---------------~~---------------II--------------- 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: ****,r****+******+**+****,r*******+*************+**********~***+****,r*,r******++**+ 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 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 t******,t**,t,r,r****,t*,t,t***,t****,t,t,t*,r********,r***,t*,r,t,r,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 ------II----------- ----II---------------~~--------------- 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---------------II--------------- Volume Module: II---------------~~---------------~ 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---------------II---------------~~--------------- II---------------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: **** **** **** **** ******************************************************************************** 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 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) **+*+*+*~*+**+*****+***+*+*****,r**~*********++***********+*,r+***+**********~**+* Intersection #9 Hacienda Drive/Westbound I-580 off-ramp *,++****,r***~~*+*,+***********+***+*+***+*+.*+********w*******.,*****+**+**+****+*** Cycle (sec): 55 Critical Vol./Cap.(X): 0.878 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): ~~ 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 --~~---------------~~---p-----------~~---p-----------~ Control: Protected Protected S lit Phase S lit 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 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 Re duct 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 FinalVolume: 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 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: ***,r********,r*********,r+**+*******,r******************+*******+*****+,r**+*,r*****,r 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 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 ------------~------------- ----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 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 ------------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 1.20 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 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 ~~g ~ ass Long Term Cumulative + Prj.Wed Apr 9, 2008 18:35:48 --Page-12=1--- Arroyo Vista Housing Redevelopment - Traffic Lmpact Study Long Term Cumulative + Project Conditions AM Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) *****,r******,t*+**+*,r***************a***,r**~*++*+**+~*,r**,r*****+*****+**+******** Intersection #11 Dougherty Road/Ventura Drive **,r,r+*+*****+***~*****,r*+**w**~********+**+**~*****++*+**+**+**,+*+***,r***,r***+** Average Delay (sec/veh): 0.1 Worst Case Level Of Service: D[ 27.8] ***~+***********+****++*+*~***+**,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 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 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 xxxx 3.3 xxxxx xxxx xxxxx ------------I---------------~~---------------~~---------------~~---------------~ 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 xxxxl Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xx~ xxxx xxxx 0.3 xxxx xxxx xxxxx Control Del: 27.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 18.5 xxxxx xxxx xxxxx * * * * + * * C 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 ~~ ~~ xxxx ~~ xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx * * * * * * * * * * * * Shared LOS: ApproachDel: xxxxxx xxxxxx 18.5 xxxx~ * * C ApproachLOS: 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 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] ******************************************************************************** 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 ------------~---------------~~---------------~I---------------~I---------------~ 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 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 50 ~ ~~~ ~. MITIG8 - Long Term CumulatiThu May 1, 2008 17:55:13 Page 1-1 '------------------------------------------------ AA! 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 (se c): 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 -----------~~ --------------~~--- -------------- Control: Protected P Protected S lit 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 !r= 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 F low 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: **** ***** **** **** ********************************** ***************** e ************ ************ 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 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---------- -----~~------p---g----~ Control: Uncontrolled Uncontrolled Stop Sign Sto Si n 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 ------------~---------------I~---------------~~---------------~~---------------I 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 ~~---------------~~---------------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 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---------------~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 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 19.2 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 rt. Long Term Cumulative + Prj .Wed Apr 9, 2008 17:12:34 Page 1-1 ------------ w- 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 E- Impact Fee: Default Impact Fee Trip Generation: Default Trip Generation ter, 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 `~~~ ~ ~~~ 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) *,++.**,r**,r*,r*,r,r+**~***++**+**,r*+**+***+,r,r**+**+***++***+**,r,rw*,r*+**,r*,r,r*,r*****+,r* Intersection #1 Dougherty Road/Amador Valley Boulevard **********+~******..**.,+..*****+*****..**+***+************+***w****+************+** 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 ****~***~****+******~+***********+,r*++,**x~****++.******~*******x~+**~*,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 : 2 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 0 1 0 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---------------~~---------------~~---------------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 ------------I---------------~~---------------~~------'=--------~~- -------------- 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 CY1t MOVES: **** *t** **** ~.*** **t,t*,t,t,tt**~,t**x~+***+***,t,k**~**,t+***+*t,t+**,t,t,t*~,t,t*,t,r**t*~,t ,t*t*,t *,t ,t*t,t +,t*t+*t,t** 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 3-1 xrr; Arroyo Vista Housing Redevelopment Traffic Impact Study Long Term Cumulative + Project Conditions PM - Level Of Servi=ee Computation Report CCTALOS Method (Future Volume Alteznative) ************* ****w************ *******************.,************** ******~***+***** Intersection #2 Dougherty Road /Scarlett Drive Cycle (sec): 80 Critical 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: 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 ---------------II Permitted ----- P ----------~ ermitted 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 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 per 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 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 0.17 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 Ana lysis Module: 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: **** **** **** **** ************ ******************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA X55 ~ ~I55 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---------------~---------------~---------------~~---------------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 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~---------------~ 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 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 Cycle (sec): 150 Critical Vol./Cap.(X): 0.947 Loss Time Csec?: 12 (Y+R=4.0 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 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 ------------~---------------~~---------------~~---------------~~---------------I 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 11R !1M aria 'L5~ ~f - X55 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). w,r*****,r***~*****,r*+*****+rr**~*w******,r****x~~*********,~********+*****+*+*~+.***+* Intersection #5 Dougherty Road/Westbound 2-580 off-ramp *************,~*******+~~*,r+*****+****~************,r***w***~*+****+*+********+*~* Cycle (see)d 60 Critical Vol../Cap.(X): 0.787 Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): Optimal Cycle: 68 ~~ Level Of Service: C **********,~*+***+**..x~,r*,r**~*+***,~*+************+*****~*+*~******+******+*+*****x~ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --~I-----=--------- ~~---p-----------~~---p--- Control: Protected Protected S lit Phase S lit 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 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 PasserByVol: _ 0 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 Reduced Vol: 0 2529 0 0 1801 0 p 0 RTOR Reduct: 0 0 0 0 0 433 0 929 RTOR Vol: 0 2529 0 0 18010 0 0 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 1400 1.00 1900 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 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 Crit Moves: **** 464 **+.* *+,r ,r +,r+,r*****+*+*+x~,r****~+******+****,r*+.,~*~*,~*~*~,r*,r***+*~***+*+***+*+***+*+,r+*****+ Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~y~ ~ ~~5 Long Term Cumulative + Prj.Wed Apr 9, 2008 17:12:35 Page 7-1 - ----------------------------------------- -------------- w ------------------------ 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.BO off-ramp ~ 60 x Critical:Vol./Cap.(X): 0.880 ~»- Cycle (sec): Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): ~~ Loss Optimal Cycle: 120 Level Of Service: Approach: North-Bound South Bound East Bound West Bound R ,~, - R L Movement: L- T - T- R L- T R L T ------------I--------------- ~` ntrol: Protected Protected Split Phase C Split Phase o Rights: Include Ignore Include Include 0 Min. Green: 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 O Lanes: 0 0 3 0 0 0 0 3 0 0 2 0 0 0 I ~ Volume Module: 0 0 1624 0 887 0 1164 0 0 0 Base Vol: 0 2731 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 0 0 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 1164 0 0 0 Initial Fut: 0 2731 0 0 1624 0 887 00 1.00 1.00 1.00 1.00 00 1 00 1 1 1.00 1.00 1.00 ~ . . . User Adj: 1.00 1.00 97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Adj: 0 0.97 0.97 0.97 ~ . PHF Volume: 0 2815 0 0 1674 0 914 0 1200 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 914 0 1200 0 0 0 0 Reduced Vol: 0 2815 0 0 1674 0 0 0 0 RTOR Reduct: 0 0 0 0 0 0 0 0 0 914 0 1200 0 0 0 ~ RTOR Vol: 0 2815 0 0 1674 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 0 ~ FinalVolume: 0 2815 0 0 1674 0 914 0 1200 ---------------~~---------------~~---------------~ 0 0 ~---------------~ a ------------~ 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 00 00 0 0 Lanes: 0.00 3.00 0.00 0.00 3.00 0.00 2.00 0.00 2.00 . . 0.00 O Final Sat.: 0 5676 0 0 5160 0 3127 0 3127 I 0 0 Capacity Analysis Module: 00 0.32 0.00 0.29 0.00 0 00 0 50 0 0 0 0.00 0.00 0.00 . . . Vol/Sat: 0.0 600 0 Crit Volume: 938 0 Crit Moves: Traffix 7.9.0215 (c) 2008 Dowling Assoc.~Licensed to TJKM, PLEASANTON, CA ~~~~ ~ f - ~'~ ~5 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): 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---------------~~--- ------ ------ 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: 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 --------------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 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 ~~o °~ ~~5 ~~: 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) ***+****+*+**,r****,r,r**+*****,r***+**+***+***,+***,r*,r*******+*+*~*****+**+**+***,r** Intersection #8 Hacienda Drive/Dublin Boulevard Cycle (sec); 90 Critical Vol./Cap.(X): 0.617 Loss Time (sec): 12 (Y+R=4.0 sec)' Average Delay (sec/veh): ~~~` Optimal Cycle: 125 Level Of Service: *w+**~**~****+***+**********+***~**********~***,******+**+*+***+*************++** Approach: .North Bound South Bound East Bound West Bound - R L Movement: L- T- R L- T - T R L T R --~~---------------I~--------------- ------------I--------------- Control: Protected Protected Pro~ited Protected Include Include Include Rights: 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 O 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 35I 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 1431 Capacity Analysis Module: Vol/Sat: 0.13 0.16 0.25 0.07 0.16 0.07 0.09 0495 0.10 0296 0.24 0.24 Crit Volume: 407 110 Crit Moves: Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~' ~ ®~ ~::1 ~ 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) ~*,rw*****+,**+*++*,r*+*~~*~*,~*****..****+****,r+**+*******~********+*+*+***+*+***,r** Intersection #9 Hacienda Drive/Westbound I-580 off-ramp +.****,r,.*****+****+*++***+,rx~**x~****,r**~~,r~*****+~***,r***,r************+*,~+*~****** Cycle (sec): 55 Critical Vol. Ca Loss Time / p•'(X) ~ 0.748 (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xx~x Optimal Cycle: 57 Level Of Service: *..+*,+****+*+.****+*****,r***+,r,r+*******+***,r~*~********+*****+****x~*****~***~,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 -II Protected -II Split Phase -II Split Phase -I Rights: WideBypass Ignore Include Min. Green: 0 p Include 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 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1300 1.00 1400 Initial Bse: 0 2242 0 0 1750 0 0 Added Vol: p 0 0 0 1305 0 490 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 Initial Fut: p 2242 0 0 0 0 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 Reduced Vol: 0 2311 p 0 0 0 0 RTOR Reduct: 0 0 0 1804 0 0 0 0 1345 0 505 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 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 0.45 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 Crit Moves: **** 448 *+** ******+*+***********+x~,rx~,r+*~**++*****+******+**,t****,~*********,~*+***+**+*~**+*+* Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~a °~ ~y5 ~. 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) +***+*+***~*+*+*~***~*+******,~,r**~*+*,r***+*****+*+*********+~**~***,r*+**+*****+* Intersection #10 Hacienda Drive/Eastbound I-580 off-ramp ***+******++***+*,r***,r~***+**~**+********+******+*********+++*****~************* 55 Critical Vol./Cap.(X): 0.715 Cycle (sec):. Loss Time (sec): 6 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle• 50 Level Of Service: 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 I nore WideBypass Include Include Rights: 5 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 O 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 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 0.67 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 OI Capacity Analysis Module: Vol/Sat: 0.00 0.51 0.00 0.00 0.41 0.00 0305 0.00 0.20 0.00 0.00 0.00 Crit Volume: 878 0 Crit Moves: ***+***+******************+,r**,r**********++****+*+****+++***+*+********,r*******+ 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 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 ~~---------------~~------P---g----~~--------------- Control: Uncontrolled Uncontrolled Sto Si n 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 ---=--------~---------------14---------------~~---------------~~---------------~ 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 0 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 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: 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 ------------~---------------~~---------------~~---------------~~---------------I 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 xxxx xxxxx SharedQueue:xxxxx xxxx xxx~-,x xxxxx xxxx xxxxx ~xx x~x ~~ 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 g~,~ ~ X55 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) *++**+**~*+***********,r,~*+**+**+**,r********+*+,r*+****,r*~+*+**+*+**+**+*+**+***** Intersection #13 Dougherty Road/S. Mariposa Drive ******+***+********************,r,r*+**+*****,r*+**+**,~**+***+~**+***+**+****+,r*+** Average Delay (sec/veh): 1.0 Worst Case Level Of Service: E[ 38.8] *,r*****+****+**+*****+****+***+*+***********+****,r**+****w*+,~*+**+*+****,r***+*** 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 36 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 2066 0 0 1866 14 21 0 39 0 0 OI ------------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: 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 Level Of Service Module: 2Way95thQ: 1.1 xxxx xxxxx xxxx xxxx xxxxx xx~ xxxx ~~ xxxx xxxx xxxxx Control Del: 20.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx ~~ xxxxx xxxx xxxxx * ~ ~ * ,r 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 xrxxx 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 xx~ Shared LOS : * * * * * * * E ApproachDel: xxxxxx xrxxxx 38'8 xxxx~ * * E ApproachLOS: Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA 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---------------~~---------------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--------------- 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~---------------~~---------------~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 `bbty °~" q55 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 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 ------------~---------------I---------------~~---------------I~---------------~ 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---------------~~---------------I~---------------II---------------~ 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 Appendix K -Level of Service Worksheets: Long Term Cumulative Conditions -Supplementary Analysis for Alternate Camp Parks Access ~~ ~ ~~5~ ~~~ 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 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 --------------------------------------------------------------- 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~----------- 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 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 `~~® X55 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) ***+**,r~********+*****+********+~*,r,r******+**,r**+**+++~*****+**+,r*++********w*+* Intersection #2 Dougherty Road/Scarlett Drive *+**+***********,+***************************+***,r**+**,r+***************~******** 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 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 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: ~**********+**a*~**************,r**+**,t******+****~**+*+*********,r*****,~~***,r***+ Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA :~-~~ ~ JJ 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~---------------~~--------- ~~--------- ------ ------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~---------------~ 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: 2071251 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 869 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 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 ------------ --------- 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 U~ ~' ~ G~ w J 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 ------------~---------------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 ------------~---------------~~---------------~~---------------I~---------------~ 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 ------------~---------------II---------------~~---------------~~---------------~ 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 ------------~---------------II---------------~~---------------~~---------------~ Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 887 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 291 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 291 xxxx xxxx xxxxx Total Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 35 37 xxxxx 110 37 xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.09 xxxx xxxx xxxx ------------~---------------II---------------~~---------------~~---------------~ 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 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 ~'~ xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxx~ xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * * "` * * * * * * * * ApproachDel: xxxxxx xxxxxx 18.5 x~xX 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 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------------- ____ --II------------- --II---------------II------p---gn Control: Uncontrolled Uncontrolled Stop Sign Sto Si -I 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 ------------I---------------II--------------- Volume Module: II---------------II---------------I 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--------------- II---------------II---------------II---------------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---------------II--------------- II---------------II---------------I Capacity Module: Cnflict Vol: 2657 xxxx xxxxx 1430 xxxx xxxxx 3198 4220 886 23474120 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 ------------I---------------II--------------- II---------------II- I 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 xxxxx xxxx xxxx xxxxx xxxx xxxx 291 xxxx xxxx 513 SharedQueue:xxxxx xxxx xxxxx 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 * * ApproachDel: xxxxxx B x3cxxxx 2 9 7. 0 4 8 .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 ~~~ ~ ~~5 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: 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 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 O 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 0 311 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 16501 Capacity Analysis Module: Vol/Sat: 0.03 0.29 0.29 0.02 0.54 0.54 0.02 0.00 0..68 0.13 0.00 0.02 Crit Volume: 42 886 Crit Moves: **** ***,r******.,t*******************~**************,t********,t*****************,t,r**,t*** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA v~ 5 ~- ~ 5s 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 ____ -----P---g----~~------p---g----~ Control: Uncontrolled Uncontrolled Sto Si n Sto Si n Include Include Include Include Rights: 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 OI 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 xxx3cx 31 33 xxxxx 89 33 xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.09 xxxx xxxx xxxx 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 * * * * * ,r * * C * * * 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 xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx.xx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xx3cxx xxxxx xxxx xxxxx * * * * * * * * * * * * Shared LOS: ApproachDel: xxxxxx xxxxxx 19'2 xxxxx* 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 g~~ ~ ~5~ 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 $11 ~ X155 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) ******************************************************************************** Intersection #1 Dougherty Road/Amador Valley Boulevard ******************************************************************************** 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 ******************************************************************************** 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: 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 I.00 1.00 1.00 1.10 1.00 .1.00 1.00 1.00 1.00 Lanes: x,.00 3.00 0.00 0.00 2.05 0.95 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 3127 5160 0 0 3531 1629 1892 0 1720 0 0 0 Capacity Analysis Module: Vol/Sat: 0.17 0.30 0..00 0.00 0.33 0.33 0.19 O.OOa 0.08 0.00 0.00 0.00 Crit Volume: 266, 568 361 p Crit Moves: **** **** ****' Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~ ~ D~ ~~ 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 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~---------------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 1.00.- 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 0.40 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: **** **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA ~~~ ~ ~~~~ 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 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---------------~ 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 518 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 1'922 37 ------------I---------------~~---------------II---------------~~---------------~ 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 --------,-_-,~.~:~-.:-------------~~---------------~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: **** **** **** **** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA F~~ °~ I ~ 5 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 ------------~---------------II--- ------------~~---------------~~---------------~ 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 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---------------~~---------------~~---------------~~---------------~ wA 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 * * * e 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 xxxx ,~ x Shared LOS : * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 12.5 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 ~.. ~~I ~ X155 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[7507.7J ******************************************************************************** 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 ------------~---------------~~---------------~I---------------~~---------------I 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 ------------~---------------~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 Capacity Module: Cnflict Vol: 1584 xxxx xxxxx 2068 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: * * * * * * * * B * * 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 ~~a ~ ~i ss 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) 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---------------II---------------~~---------------~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 ------------~---------------II---------------II---------------I~---------------~ 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 1.001.00 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 ------------~---------------~~------=--------I~---------------~~---------------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 ~g3 ~f X55 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 Movement: L - T - R L - T _ West Bound R L - T - R L - T - R ------------I-------------- ___ _ -II--------------- ---II---------------I Control: Uncontrolled Uncontrolled II Stop Sign Sto Si n Rights: Include Include p g Lanes: 0 0 3 0 0 Include Include 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 ------------I--------------- Volume Module: II---------------I~---------------II---------------I Base Vol: 0 2114 0 0 1841 7 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 Added Vol: 0 0 0 0 0 0 0 PasserByVol: p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2114 0 0 1841 7 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 ------------I--------------- Critical Gap Module: II---------------II---------------II---------------I Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx x~x xxxx 6 9 xxxxx ~~ ~~ Fo1lowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx II---------------~~--------------- Capacity Module: II--"------------~ 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 ~~ 83 47 xxxxx 41 46 xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx ----------?cxxx xxxx xxxx 0.04 xxxx xxxx xxxx -II--------------- Level Of Service Module: II ----------I 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 ~~ ~~ xxxx ~~ xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx ~~ xxxx ~~ xxxxx xxxx xxxxx Shared LOS: * * * * * * * ApproachDel: xxxxxx * * * ApproachLOS: * * 13.8 xxxxxx *******************************************************B************************ Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to TJKM, PLEASANTON, CA