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SP 07-02; Ventana; Focus Traffic Study; 2008-04-22
4~~ ... _______ 'CC Table 4 summarizes the level of service analysis for the Year 2020 without and with the project. Table 4 Year 2020 Baseline Plus Project HCM Intersection Level of Service Summary Year 2020 2020 Baseline Baseline Plus Change Revised Pro_jec1 in delay Significant Peak Delay1 Delay1 (sec) ? Intersection Hour (sec/veh) LOS2 'sec/veh' LOS2 1 Palomar Airport Road @ I-5 NB AM 21.1 C 21.4 C 0.4 No Ramps PM 12.8 B 12.9 B 0.3 No 2 Palomar Airport Road @ Paseo Del AM 20.8 C 21.5 C 0.9 No Norte PM 24.2 C 24.8 C 0.7 No 3 College Blvd @ Palomar Airport Rd AM 22.8 C 23.4 C 0.6 No PM 27.9 C 29.0 C 1.2 No 4 College Blvd@Faraday Ave AM 25.9 C 30.3 C 4.4 No PM 29.1 C 29.5 C 0.5 No AM 277.5 F OVRFLW F -Yes 5 College Blvd @ Salk Ave PM 67.4 F OVRFLW F Yes - 6 College Blvd @ El Camino Real AM 23.0 C 45.9 D 14.7 No PM 28.7 C 34.3 C 7.3 No 7 El Camino Real @ Tamarack Ave AM 26.5 C 28.0 C 1.5 No PM 38.0 D 41.0 D 3.4 No 8 El Camino Real @ Palomar Airport AM 28.0 C 30.6 C 3.0 No Rd PM 28.5 C 29.4 C 0.8 No 9 El Camino Real @Faraday Ave AM 27.8 C 31.8 C 4.1 No PM 24.6 C 26.1 C 1.8 No 10 El Camino Real @ Cannon Rd AM 22.7 C 22.0 C -0.6 No PM 25.3 C 24.9 C -0.4 No 11 College Blvd @ Cannon Rd AM 22.3 C 22.7 C 0.4 No PM 22.1 C 22.0 C -0.2 No 12 El Camino Real @ A viara Pkwy AM 20.4 C 21.1 C 0.5 No /Alga Road PM 31.0 C 31.1 C 0.3 No 13 El Camino Real @ La Costa Ave AM 46.8 D 52.1 D 5.4 No PM 21.9 C 22.1 C 0.3 No 14 Pa~omar Airport Road @ Melrose AM 46.3 D 50.6 D 5.3 No Dnve PM 34.5 C 35.5 D 1.2 No 15 Melrose Drive @ Faraday Ave/Park AM 26.3 C 34.1 C 10.1 No Center Drive PM 26.5 C 27.2 C 0.6 No Notes: !Bold values indicate intersection operating at LOS E or F or those have significant impacts. I -Delay refers to average control delay for the entire intersection, measured in seconds per vehicle. 12 -LOS calculations are based on methodology outlined in the 2000 Highway Capacity Manual and performed using Traffix 7.8. Ventana Real Project Focus Study (Lot 4) Page 7 FIGURES ICU LOS Worksheets HCM LOS Worksheets Mitigated HCM LOS Worksheets Queue Analysis Worksheet 11111 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY· CARLSBAD INTERVAL: AM PEAK HOUR INTERSECTION: Palomar Airport Road @ 1-5 NB Ramps ------------- 11111 Ill 11111 Ill 11111111111 Ill Ill 11111 Ill Ill EXISTING Ill Ill EX.+OTHER 111 111 EX.+OTHER 111 11111 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2005 Ill OTHER II PROJECT 11111 2005 Ill lll+OTHER Ill 111 +PROJECT 111 111 +PROJECT Ill 11111 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111 VIG Ill Ill VIC Ill Ill VIG Ill Ill V/C-W_IMP Ill 11111 2005 + PROJECT 11111-------111-------11111 11 ---------11111111111= ________ 11111 ---------111---111=== ---------111---111 ---------111---11111 AM PEAK HOUR 11111 1111 o 11111 1800 o 11111111111 162 0 11111 0.09 111· 0.09 111· o.o9 111 • 111 Ill ' 11111 162 11111 1111 o 11111 2000 o 11111111111 0 0 11111 o.oo 111 0.00 Ill o.oo 111 111 Ill 11111 11111 2111 o 11111 3600 o 11111111111 1330 31 11111 o.37 111 0.37 Ill o.38 111 111 111 11111 1,361 11111 o Ill 011111 0 o 11111111111 0 0 11111 Ill Ill Ill Ill Ill 11111 11111 01 011111 0 o 11111111111 0 0 11111 111 • 111· Ill' Ill 111· 11111 11111 0 011111 0 o 11111111111 0 0 11111 Ill Ill 111 Ill Ill 11111 11111 0 011111 0 o 11111111111 0 0 11111 111 • 111· 111· Ill Ill' 11111 11111 3 011111 6000 o 11111111111 590 21 11111 0.10 Ill 0.10 Ill 0.10 111 111 111 11111 611 11111 2 011111 3600 o 11111111111 456 0 11111 0.13 Ill 0.13 Ill 0.13 111 111 111 11111 456 11111 2 011111 3600 011111111111 82 0 11111 0.02 Ill 0.02 Ill 0.02 111 111 111 11111 82 11111 3 011111 6000 o 11111111111 1199 4 11111 0.20 111· 0.20 111· 0.20 111 • 111 111 • 11111 1,203 11111 0 0 11111 0 o 11111111111 0 0 11111 Ill Ill Ill Ill Ill 11111 ------------11111-------------========== = == ========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.09 0.09 o.o9 I o.oo 11111 Palomar Airport Road @ 1-5 NB Ramps ICU LOS 11111 -----11111 Analysis Year 2005 EAST/WEST CRITICAL SUMS= CLEARANCE= ICU VALUE= LOS= INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY• CARLSBAD INTERVAL: PM PEAK HOUR INTERSECTION: Palomar Airport Road @ 1-5 NB Ramps ---------------------- 11111 0.20 0.20 0.20 0.00 11111 11111 -----11111 11111 0.05 0.05 o.o5 I o.o5 11111 11111 -------------========== = == ========== = == = ========== = == 11111 11111 0.34 0.34 o.34 I o.o5 11111 11111 --------11111 11111 A A A A ~ == ========== = == ------------- Ill 11111111111 Ill 111 11111 Ill Ill EXISTING III Ill EX.+OTHER 111 111 EX.+OTHER 111 11111 Ill PROPOSED 11111111111 2005 Ill OTHER Ill PROJECT 11111 2005 Ill Ill+ OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 Ill 11111 11111 EXIST Ill PROP 11111 11111 LANES Ill LANES 11111 11111-------111------· 11111 EXISTING CAPACITY I CAPACITY 11111111111 VOLUME Ill VOLUME Ill VOLUME 11111 V/C Ill Ill VIC Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2005 + PROJECT 11111 1 111 o 11111 11111 1 I o 11111 11111 2 0 11111 11111 0 0 11111 11111 0 0 11111 11111 0 0 11111 11111 0 011111 11111 3 011111 11111 2 0 11111 11111 2 011111 11111 3 011111 11111 o I o 11111 1800 2000 3600 0 0 0 0 6000 3600 3600 6000 0 ---------11111111111=--------111 ---------Ill ---------11111 ---------111------------111---111 ---------111---111 ---------111---11111 PM PEAK HOUR o 11111111111 96 111 111 o 11111 o.o5 111 ' o.o5 111 • 111 o.o5 111 ' 111 111 • 11111 96 o 11111111111 o 11 111 o 11111 o.oo III o.oo 111 111 o.oo 111 111 Ill 11111 o 11111111111 604 111 13 11111 0.11 111 0.11 111 111 0.11 111 111 111 11111 o 11111111111 o III o 11111 111 Ill Ill Ill Ill 11111 o 11111111111 o II o 11111 111' Ill ' Ill ' Ill Ill' 11111 o 11111111111 o o 11111 Ill Ill Ill Ill Ill 11111 o 11111111111 o o 11111 111 Ill Ill Ill Ill' 11111 o 11111111111 1874 9 11111 o.31 111' o.31 111' 0.31 111' 111 111 11111 o 11111111111 1051 o 11111 0.29 111 0.29 111 0.29 111 111 111 11111 o 11111111111 295 o 11111 0.08 111' 0.08 111 • 0.08 111 • 111 111 11111 o 11111111111 971 2s 11111 0.16 111 0.16 111 0.11 111 111 111· 11111 o 11111111111 o o 11111 111 Ill Ill Ill Ill 11111 --------------11111 -------------========== = == -========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.05 0.05 I 0.05 0.00 11111 617 1,883 1,051 295 996 Palomar Airport Road @ 1-5 NB Ramps ICU LOS 11111 ----------11111 Analysis Year 2005 EAST/WEST CRITICAL SUMS= CLEARANCE= ICU VALUE= LOS= 11111 o.39 o.39 I o.39 o.oo 11111 11111 --11111 11111 0.05 0.05 0.05 0.05 11111 11111 -------------========== = == ---------== = == -------------11111 11111 0.49 0.49 I o.49 o.o5 11111 11111 --11111 IIIIIA A IA A 11111 11111 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: 11111 Ill 11111 11111 EXIST Ill PROP 11111 11111 LANES Ill LANES 11111 11111--------------11111 11111 2 0 11111 11111 2 0 11111 11111 1 0 11111 11111 2 0 11111 11111 2 0 11111 11111 1 0 11111 11111 2 0 11111 11111 3 0 11111 11111 1 0 11111 11111 2111 o 11111 11111 3 Ill O 11111 11111 1 111 o 11111 FOX-MILLER PROPERTY -CARLSBAD AM PEAK HOUR Palomar Airport Road @ Paseo Del Norte Ill 11111111111 Ill EXISTING Ill PROPOSED 11111111111 2005 Ill OTHER CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME 111---------1111111111~-------- 3600 0 11111111111 207 4000 0 11111111111 120 1800 0 11111111111 130 3600 0 11111111111 154 4000 0 11111111111 54 1800 0 11111111111 85 3600 0 11111111111 91 6000 0 11111111111 726 1800 0 11111111111 156 3600 0 11111111111 170 6000 0 11111111111 2101 1800 0 11111111111 221 PROJECT VOLUME 0 0 31 0 0 0 0 52 0 5 9 0 11111 Ill Ill EXISTING Ill III EX.+OTHER III Ill EX.+OTHER Ill 11111 11111 2005 Ill Ill+ OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 V/C Ill Ill V/C Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2005 + PROJECT 11111 ---------111---111=== ========= 111=== 111=== 11111 AM PEAK HOUR 11111 0.06 111 • 0.06 111 • 0.06 111 • 111 • 11111 207 11111 o.o3 111 o.o3 111 o.o3 111 111 11111 120 11111 0.01 111 0.01 111 o.o9 111 111 11111 161 11111 o.o4 111 o.o4 111 o.o4 111 111 11111 154 11111 0.01 111 • 0.01 Ill • 0.Q1 111 • 111 • 11111 54 11111 o.o5 111 o.o5 111 o.o5 111 111 11111 85 11111 0.03 111 • 0.03 111 • 0.03 111 • 111 • 11111 91 11111 0.12 111 0.12 111 0.13 111 111 11111 118 11111 o.o9 111 o.o9 111 o.o9 111 111 11111 156 11111 o.05 111 o.o5 111 o.o5 111 111 11111 115 11111 0.35 111 • 0.35 111 • 0.35 111 • 111 • 11111 2,110 11111 0.12 111 0.12 111 0.12 111 111 11111 221 --------11111 ----------------------------------------------------11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.07 0.07 0.07 0.00 11111 Palomar Airport Road @ Paseo Del Norte ICU LOS ~ ~ Analysis Year 2005 EAST/WEST CRITICAL SUMS = CLEARANCE= ICU VALUE= LOS= 11111 0.38 0.38 0.38 0.00 11111 ~ ~ 11111 o.o5 I o.o5 I o.o5 I o.os 11111 11111 ========== = == = ========== = == = -----------------11111 11111 o.5o I o.5o I o.50 I o.o5 11111 11111---------11111 11111 A A I A A 11111 ------------------------------==== ------------------- INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: 11111 Ill 11111 11111 EXIST Ill PROP 11111 11111 LANES Ill LANES 11111 11111-------111-------11111 11111 2 111 o 11111 11111 2 I o 11111 11111 1 0 11111 11111 2 0 11111 11111 2 0 11111 11111 1 0 11111 11111 2 0 11111 11111 3 0 11111 11111 1 0 11111 11111 2 I o 11111 11111 3 111 o 11111 11111 1 111 o 11111 FOX-MILLER PROPERTY• CARLSBAD PM PEAK HOUR Palomar Airport Road @ Paseo Del Norte EXISTING CAPACITY 3600 4000 1800 3600 4000 1800 3600 6000 1800 3600 6000 1800 Ill 11111111111 Ill IIIPROPOSEDIIIIIIIIIII 2005 Ill Ill CAPACITY 11111111111 VOLUME Ill ---------1111111111~-------- o 11111111111 284 0 11111111111 151 0 11111111111 111 0 11111111111 217 011111111111 147 011111111111 319 0 11111111111 264 0 11111111111 2387 011111111111 212 0 11111111111 315 011111111111 1020 011111111111 182 OTHER VOLUME 111 11111 111 111 EXISTING III Ill EX.+OTHER Ill III EX.+OTHER 111 11111 Ill PROJECT 11111 2005 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 Ill VOLUME 11111 V/C 111 111 V/C Ill Ill VIC 111 111 V/C-W_IMP Ill 11111 2005 + PROJECT Ill ---------11111 ---------111---111=== 111=== 111 ========= 111=== 11111 PM PEAK HOUR 111 o 11111 0.08 111 • 0.08 111 • 0.08 111 • 111 111 • 11111 284 111 o 11111 o.04 111 o.o4 111 o.o4 111 111 111 11111 151 111 13 11111 0.06 111 0.06 111 0.01 111 111 111 11111 124 111 o 11111 0.06 111 0.06 111 0.06 111 111 111 11111 211 Ill o 11111 o.04 111 • O.Q4 111 • o.o4 111 • Ill 111 • 11111 147 111 o 11111 0.18 111 0.18 111 0.1s 111 111 111 11111 319 111 o 11111 0.01 111 0.01 111 0.01 111 111 111' 11111 264 111 22 11111 0.40 111 ' o.4o 111 • o.4o 111 • 111 111 11111 2,409 111 o 11111 0.12 111 0.12 111 0.12 111 111 111 11111 212 111 37 11111 o.o9 111 ' o.o9 111 • 0.1 o 111 ' 111 111 11111 352 111 01 11111 0.11 111 0.11 111 0.18 111 111 111' 11111 1,081 111 o 11111 0.10 111 0.10 111 0.10 111 111 111 11111 182 ----11111 ========== = == -========== = == ========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.12 I 0.12 0.12 I o.oo 11111 Palomar Airport Road @ Paseo Del Norte ICU LOS 11111---------------11111 Analysis Year 2005 EAST/WEST CRITICAL SUMS = CLEARANCE= ICU VALUE= LOS= 11111 0.49 I 0.49 o.5o o.oo 11111 11111------ -------11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.00 I o.86 I o.67 I o.o5 11111 11111-------------11111 11111 B B B A 11111 11111 11111 MOVEMENT 11111 11111 ========= 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS MOVEMENT NL NT NR SL ST SR EL ET ER WL WT WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY· CARLSBAD INTERVAL: AM PEAK HOUR INTERSECTION: College Blvd @ Palomar Airport Road 11111 Ill 11111 Ill 11111111111 Ill 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2004 Ill OTHER PROJECT 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111-------111-------11111 ---------1111111111~-------- 11111 2 Ill 0 11111 3600 o 11111111111 214 0 11111 2111 0 11111 4000 o 11111111111 358 21 11111 1111 0 11111 1800 o 11111111111 412 0 11111 1111 011111 1800 o 11111111111 81 I o 11111 1111 o 11111 2000 o 11111111111 90 II 4 11111 1111 o 11111 1800 o 11111111111 144 Ill 16 11111 2111 0 11111 3600 o 11111111111 564 Ill 94 11111 3 Ill o 11111 6000 o 11111111111 1687 Ill 0 11111 1 111 0 11111 1800 o 11111111111 82 Ill 0 11111 2 111 0 11111 3600 o 11111111111 75 Ill 0 11111 3 111 0 11111 6000 111 o 11111111111 760 Ill 0 11111 1111 o 11111 1800 111 o 11111111111 50 Ill 0 11111 Ill III EXISTING 111 111 EX.+OTHER Ill Ill EX.+OTHER Ill 11111 11111 2004 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 V/C Ill Ill V/C Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2004 + PROJECT 11111 ---------111---111---Ill ---------111---Ill ---------111=== 11111 AM PEAK HOUR 11111 0.06 111 0.06 111 111 0.06 111 111 111' 11111 214 11111 o.o9 111 • o.o9 111 • 111 o.o9 111 • 111 111 11111 379 11111 0.23 111 0.23 111 I 0.23 111 111 111 11111 412 11111 o.o5 111 • o.o5 111 • o.o5 111 • 111 Ill 11111 81 11111 o.o5 111 o.o5 111 o.o5 111 111 Ill' 11111 78 11111 0.08 111 0.08 111 o.o9 111 111 111 11111 160 11111 0.16 111 0.16 111 0.18 111• 111 111• 11111 658 11111 0.28 111 • 0.28 111 • 0.28 111 111 111 11111 1,687 11111 o.o5 111 o.o5 111 o.o5 111 111 111 11111 82 11111 0.02 111 • 0.02 111 • 0.02 111 111 111 11111 75 11111 0.13 111 0.13 111 0.13 111 • 111 111 ' 11111 760 11111 o.o3 111 o.o3 111 o.o3 111 111 111 11111 50 --------11111 ------==-----========== = == = ========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS= 11111 0.14 0.14 I 0.14 I 0.00 11111 College Blvd @ Palomar Airport Road ICU LOS Analysis Year 2004 EAST/WEST CRITICAL SUMS = CLEARANCE= ICU VALUE= LOS= INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: 11111 Ill 11111 11111 EXIST Ill PROP 11111 11111 LANES Ill LANES 11111 11111-------111-------11111 11111 2 Ill 11111 11111 2 Ill 11111 11111 1 Ill 11111 11111 1 Ill 11111 11111 1111 11111 11111 1 Ill 11111 11111 2 Ill 11111 11111 3 Ill 11111 11111 1111 11111 11111 2111 11111 11111 3 111 11111 11111 1 111 11111 FOX-MILLER PROPERTY• CARLSBAD PM PEAK HOUR College Blvd @ Palomar Airport Road Ill 11111111111 Ill EXISTING Ill PROPOSED 11111111111 2004 Ill OTHER CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME 111---------1111111111~-------- 3600 111 o 11111111111 96 4000 111 o 11111111111 147 1800 111 o 11111111111 236 1800 111 o 11111111111 64 2000 111 o 11111111111 375 1800 111 o 11111111111 570 3600 111 o 11111111111 149 6000 111 o 11111111111 1032 1800 111 o 11111111111 202 3600 111 o 11111111111 236 6000 111 o 11111111111 1238 1800 111 o 11111111111 134 PROJECT VOLUME 0 9 0 0 25 110 40 0 0 0 0 0 College Blvd @ Palomar Airport Road ICU LOS NORTH/SOUTH CRITICAL SUMS = EAST/WEST CRITICAL SUMS = CLEARANCE= Analysis Year 2004 ICU VALUE= LOS= 11111--------------11111 11111 o.3o o.3o 0.31 I o.oo 11111 11111------------11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.49 I 0.49 I 0.50 I o.o5 11111 11111------- -------11111 11111 A I A I A A 11111 11111 Ill Ill EXISTING Ill Ill EX.+OTHER Ill Ill EX.+OTHER Ill 11111 11111 2004 Ill Ill+ OTHER Ill lll+PROJECT Ill lll+PROJECT Ill 11111 11111 VIC Ill Ill VIC Ill Ill VIC Ill 111 V/C-W_IMP Ill 11111 2004 + PROJECT 11111 ---------111---111=== ---------111---Ill ---------111=== 11111 PM PEAK HOUR 11111 0.03 111· 0.03 111· 0.03 111· Ill 111· 11111 96 11111 o.04 111 0.04 Ill o.o4 111 Ill Ill 11111 156 11111 0.13 111 0.13 Ill 0.13 111 Ill Ill 11111 236 11111 o.o4 111 0.04 Ill o.o4 111 Ill Ill 11111 64 11111 0.19 111· 0.19 111· 0.20 111· Ill 111· 11111 290 11111 o.32 111 0.32 Ill o.38 111 Ill Ill 11111 680 11111 0.04 111· 0.04 Ill. 0.05 111· Ill 111· 11111 189 11111 0.11 111 0.17 Ill 0.11 111 Ill Ill 11111 1,032 11111 0.11 111 0.11 Ill 0.11 111 Ill Ill 11111 202 11111 0.01 111 0.07 Ill 0.01 111 Ill Ill 11111 236 11111 0.21 111 • 0.21 111· 0.21 111· Ill 111· 11111 1,238 11111 0.01 111 0.07 Ill 0.01 111 Ill Ill 11111 134 11111 -------------========== = == ========== = == = ========== = == 11111 11111 0.22 0.22 0.23 I 0.00 11111 11111 -11111 11111 0.25 0.25 0.26 0.00 11111 11111 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.52 I 0.52 I 0.54 I 0.05 11111 11111 -----11111 11111 A I A A I A 11111 11111 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: FOX-MILLER PROPERTY· CARLSBAD AM PEAK HOUR Faraday Ave. @ College Blvd. ----------- 11111 111 11111 111 11111111111 111 11111 111 111 EXISTING Ill Ill EX.+OTHER Ill III EX.+OTHER 111 11111 Ill 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2004 Ill OTHER 11111 2004 Ill Ill+ OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 I PROJECT VOLUME 11111 LANES III LANES 11111 CAPACITY III CAPACITY 11111111111 VOLUME III VOLUME 11111 V/C Ill Ill V/C Ill Ill V/C Ill III V/C-W_IMP 111 11111 2004 + PROJECT 11111·-----· Ill·-----· 11111 111---------llllllllll~--------111 ---------11111 ---------111---111=== Ill ========= 111=== 111=== 11111 AM PEAK HOUR 11111 2 I o 11111 3600 111 o 11111111111 105 111 11111 o.o3 111 o.o3 111 111 o.o3 111 111 • 11111 106 11111 2 o 11111 4000 111 o 11111111111 161 111 ___.. 233 11111 0.10 111 • 0.16 111 • 0.20 111 • Ill 11111 327 11111 o o 11111 o 111 o 11111111111 233 111---11111 111 Ill Ill Ill 11111 233 166 9 11111 2 o 11111 3600 111 o 11111111111 309 111 11111 o.o9 111 • o.o9 111 • o.o9 111 • Ill 11111 318 11111 2 o 11111 4000111 o 11111111111 306 II! ______.. 105 11111 0.10 111 0.13 111 0.14 111 111• 11111 319 11111 o o 11111 o III o 11111111111 105 111---11111 111 111 111 Ill 11111 121 29 16 94 11111 1 o 11111 1800 111 o 11111111111 48 111 11111 o.o3 111 o.o3 111 0.08 111 111 • 11111 142 11111 2 o 11111 4000 111 o 11111111111 417 111 ___.. 98 11111 0.13 111• 0.15 111• 0.15 111• Ill 11111 417 11111 o o 11111 o III o 11111111111 98 111---11111 111 Ill Ill Ill 11111 98 11111 1 I o 11111 1800 111 o 11111111111 64 111 11111 o.04 111 • o.o4 111 • o.04 111 • Ill Ill 11111 64 11111 2 111 o 11111 4000 111 o 11111111111 249 111 ___.. 23 11111 0.01 111 0.01 111 o.o9 111 111 111 • 11111 249 11111 o III o 11111 o III o 11111111111 23 111---52 11111 111 Ill Ill Ill Ill 11111 75 --------------------------11111 --------------------------========== = == = ========== = == 11111 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS = 11111 0.19 0.25 0.29 I 0.00 11111 Faraday Ave.@ College Blvd. ICU LOS 11111---------- ----11111 Analysis Year 2004 EAST/WEST CRITICAL SUMS = CLEARANCE= ICU VALUE= LOS= 11111 0.17 0.19 0.19 0.00 11111 11111--------------11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 o.41 I o.49 I o.53 I o.o5 11111 11111------ --------11111 11111 A A A A 11111 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY· CARLSBAD INTERVAL: PM PEAK HOUR INTERSECTION: Faraday Ave. @ College Blvd. 11111 Ill 11111 Ill 11111111111 Ill Ill 11111 Ill III EXISTING Ill Ill EX.+OTHER 111 111 EX.+OTHER 111 11111 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2004 Ill OTHER Ill PROJECT 11111 2004 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME Ill VOLUME 11111 V/C Ill Ill V/C Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2004 + PROJECT 11111-------111-------11111 II ---------1111111111~--------11111 ---------111---111---111 ---------111---111 ---------111=== 11111 PM PEAK HOUR 11111 2 111 11111 3600 o 11111111111 130 11111 o.04 111 o.o4 111 111 o.o4 111 • I 111 • 11111 130 11111 2111 11111 4000 o 11111111111 340 86 71 11111 0111 11111 0 o 11111111111 86 _____. 11111 0.11 111• 0.13 111• 0.15 111 111 11111 411 11111 111 Ill 111 111 11111 86 11111 2 Ill 11111 3600 o 11111111111 55 61 11111 0.02 111 • 0.02 111 • o.o3 111 111 11111 116 11111 2111 11111 4000 o 11111111111 172 _____. 82 196 11111 o 111 11111 0 o 11111111111 82 110 11111 0.06 111 0.08 111 0.16 111 • 111 • 11111 258 11111 111 111 111 111 11111 192 11111 1111 11111 1800 o 11111111111 60 40 11111 o.o3 111 o.o3 111 0.06 111 • 111 • 11111 100 11111 2 111 11111 4000 o 11111111111 243 _____. 158 11111 0111 11111 0 o 11111111111 158 11111 0.10 111• 0.14 111· 0.14 111 111 11111 243 11111 Ill Ill 111 Ill 11111 158 11111 1111 11111 1800 o 11111111111 197 11111 0.11 111• 0.11 111• 0.11 111 111 11111 191 11111 2 111 11111 4000 0 11111111111 384 11 _____. 115 11111 o 111 11111 0 0 11111111111 175111 22 11111 o.14 111 0.18 111 0.19 111• 111· 11111 384 11111 111 111 111 111 11111 191 --------11111 -------------========== = == ========== = == -------------11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.13 0.15 0.20 0.00 11111 Faraday Ave.@ College Blvd. ICU LOS 11111--------------11111 Analysis Year 2004 EAST/WEST CRITICAL SUMS= CLEARANCE= ICU VALUE= LOS= 11111 0.21 0.25 0.25 0.00 11111 11111--------------11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 o.39 I o.45 I 0.50 I o.o5 11111 11111------ -------11111 11111 A A A A 11111 11111 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS MOVEMENT NL NT NR SL ST SR EL ET ER WL WT WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY· CARLSBAD INTERVAL: AM PEAK HOUR INTERSECTION: Salk Ave. @ College Blvd. 11111 Ill 11111 Ill 11111111111 Ill Ill 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2005 Ill OTHER Ill PROJECT 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME I VOLUME 11111--------------11111 ---------1111111111~--------111 --------- 11111 0 11111 0 o 11111111111 0111 11111 1.5 0 11111 3000 o 11111111111 89 Ill 11111 0.5 011111 900 o 11111111111 153111 ________. 312 11111 1 0 11111 1800 o 11111111111 267111 728 11111 2 0 11111 4000 o 11111111111 658llv 11111 011111 0 o 11111111111 o II I 11111 111 111 EXISTING 111 111 EX.+OTHER III Ill EX.+OTHER 111 11111 11111 2005 Ill Ill+ OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 V/C Ill Ill V/C Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2005 + PROJECT 11111 ---------111---I 111------------111---111 ---------111=== 11111 AM PEAK HOUR 11111 Ill Ill Ill Ill 111 • 11111 11111 o.o3 111 • o.o3 111 • o.o3 111 • 111 Ill 11111 89 11111 0.17 111 0.17 111 o.52 111 111 111 11111 465 11111 0.15 111• o.15 111• o.55 111• 111 111 11111 995 11111 0.16 111 0.16 111 0.16 111 111 111' 11111 658 11111 111 Ill Ill Ill Ill 11111 11111 0 11111 0 o 11111111111 0111 II 11111 0 11111 0 o 11111111111 0 111________. Ill 11111 0 11111 0 0 11111111111 0111 Ill 11111 0 11111 1800 o 11111111111 15 Ill Ill 54 11111 Ill Ill Ill Ill Ill' 11111 11111 Ill' Ill' Ill' Ill Ill 11111 11111 Ill Ill Ill Ill Ill 11111 11111 0.01 111 ' 0.01 111 ' o.o4 111 • 111 111 11111 69 11111 0 11111 0 o 11111111111 0111 Ill 11111 0 11111 1800 o 11111111111 11 111 __.-----. Ill 47 11111 Ill Ill Ill Ill Ill' 11111 11111 0.01 111 0.01 111 o.o3 111 111 111 11111 58 --------11111 -------------========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.18 0.18 0.58 I 0.00 11111 Salk Ave. @ College Blvd. ICU LOS EAST/WEST CRITICAL SUMS= CLEARANCE= ICU VALUE= LOS= INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY. CARLSBAD INTERVAL: PM PEAK HOUR INTERSECTION: Salk Ave, @ College Blvd. 11111 Ill 11111 Ill 11111111111 Ill 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2005 Ill OTHER PROJECT 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111-------111-------11111 ---------1111111111~-------- 11111 Ill 11111 0 o 11111111111 0 11111 1.5111 11111 3000 o 11111111111 527 ________. 11111 o.5 111 11111 900 o 11111111111 6 111 11111 1 11111 1800 o 11111111111 12 258 11111 2 11111 4000 o 11111111111 176 ________. 11111 11111 0 o 11111111111 1 11111 11111 0 o 11111111111 0 11111 11111 0 o 11111111111 0 ________. 11111 11111 0 o 11111111111 0 11111 11111 1800 o 11111111111 115 316 11111 11111 0 o 11111111111 0 ________. 11111 11111 1800 o 11111111111 205 274 ------ Salk Ave. @ College Blvd. ICU LOS NORTH/SOUTH CRITICAL SUMS = EAST/WEST CRITICAL SUMS = CLEARANCE= Analysis Year 2004 ICU VALUE= LOS= 11111---------------11111 11111 0.01 0.01 o.o4 I o.oo 11111 11111---------------11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.24 I 0.24 I o.67 I o.o5 11111 11111--------------11111 11111 A A B I A 11111 11111 Ill Ill EXISTING Ill Ill EX.+OTHER Ill Ill EX.+OTHER Ill 11111 11111 2005 Ill ll!+OTHER Ill lll+PROJECT Ill Ill +PROJECT Ill 11111 11111 V/C Ill Ill V/C Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2005 + PROJECT 11111 ---------111---111=== ---------111---111=== 11111 PM PEAK HOUR 11111 Ill Ill Ill 111· 11111 11111 0.18 111 • 0.18 111· 0.18 111· Ill 11111 527 11111 0.01 111 0.01 Ill 0.13 111 Ill 11111 117 11111 0.01 111· 0.01 111· 0.15 111· Ill 11111 270 11111 o.o4 111 0.04 Ill o.o4 111 111· 11111 176 11111 Ill Ill Ill Ill 11111 1 11111 Ill Ill Ill 111· 11111 11111 111· 111· 111· Ill 11111 11111 Ill Ill Ill Ill 11111 11111 0.06 111 • 0.06 111· 0.24 111· Ill 11111 431 11111 Ill Ill Ill 111· 11111 11111 0.11 111 0.11 Ill 0.27 111 I Ill 11111 479 11111 --------------------------========== = == = ========== = == 11111 11111 0.19 0.19 0.33 I 0.00 11111 11111 11111 11111 0.06 0.06 0.24 0.00 11111 11111 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.30 I 0.30 I 0.62 I 0.05 11111 11111 -------11111 11111 A A I B I A 11111 11111 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS 11111 MOVEMENT 11111 11111 =-=----== 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: 11111 Ill 11111 11111 EXIST Ill PROP 11111 11111 LANES Iii LANES 11111 11111-------111-------11111 11111 1 111 o 11111 11111 3 Ill o 11111 11111 1 111 o 11111 11111 1 Ill o 11111 11111 2 111 o 11111 11111 free Ill 0 11111 11111 2 111 o 11111 11111 1.5 111 o 11111 11111 o.5 111 o 11111 11111 2 111 o 11111 11111 1.5 111 o 11111 11111 o.5 111 o 11111 FOX-MILLER PROPERTY· CARLSBAD AM PEAK HOUR College Blvd @ El Camino Real Ill 11111111111 Ill 11111 Ill III EXISTING Ill Ill EX.+OTHER 111 111 EX.+OTHER 111 11111 EXISTING Ill PROPOSED 11111111111 2004 Ill OTHER PROJECT 11111 2004 Ill Ill+ OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111 V/C 111 Ill V/C Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2004 + PROJECT N.S. Ill---------1111111111~--------11111 ---------111---111---Ill ---------111---Ill ---------111---11111 AM PEAK HOUR 1800 111 o 11111111111 124 458 11111 0.01 111 • 0.01 111 • 111 o.32 111 • 111 111 • 11111 582 6000 111 o 11111111111 448 o 11111 0.01 111 0.01 111 111 0.01 111 111 Ill 11111 448 1800 I o 11111111111 10 o 11111 0.01 111 0.01 111 111 0.01 111 I 111 11111 10 1800 o 11111111111 46 o 11111 o.o3 111 o.o3 111 111 o.o3 111 111 11111 46 4000 o 11111111111 1997 o 11111 o.5o 111 • o.5o 111 • 111 o.50 111 • 111 • 11111 1,997 3600 3000 900 3600 3000 900 0 11111111111 917 166 11111 N.S. Ill N.S. Ill II N.S. Ill Ill 11111 1,083 o 11111111111 11 29 11111 0.02 111 • 0.02 111 • o.o3 111 • 111 • 11111 106 o 11111111111 5 ! ---18 11111 o.oo III o.oo 111 0.01 111 111 11111 23 o 11111111111 15 i---o 11111 0.02 111 0.02 111 0.02 111 111 11111 15 o 11111111111 26 111 o 11111 0.01 111 0.01 111 0.01 111 111 11111 26 o 11111111111 31 111----104 11111 0.01 111• 0.01 111• o.o5 111" I 111· 11111 135 o 11111111111 57 111 o 11111 0.06 111 0.06 111 0.06 111 111 111 11111 57 ------------------------11111 -------------========== = == ========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.57 0.57 0.82 j 0.00 11111 College Blvd @ El Camino Real ICU LOS Analysis Year 2004 EAST/WEST CRITICAL SUMS = CLEARANCE= ICU VALUE= LOS= INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: FOX-MILLER PROPERTY· CARLSBAD PM PEAK HOUR College Blvd@ El Camino Real ---------- 11111--------------11111 11111 0.03 0.03 0.08 0.00 11111 11111------------11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 o.65 I o.65 I o.95 I o.o5 11111 11111------ ------11111 11111 B B E A 11111 11111 111 11111 Ill 11111111111 Ill 11111 Ill III EXISTING Ill Ill EX,+OTHER III Ill EX,+OTHER 111 11111 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2004 Ill OTHER PROJECT 11111 2004 Ill Ill+ OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 LANES III LANES 11111 CAPACITY III CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111 V/C Ill III V/C Ill III V/C Ill III V/C-W_IMP 111 11111 2004 + PROJECT 11111·------111-------11111 Ill---------1111111111~--------11111 ---------111---111---Ill ---------111---Ill ---------111=== 11111 PM PEAK HOUR 11111 1 111 11111 1800 111 o 11111111111 32 195 11111 0.02 111 0.02 111 111 0.13 111 111 111• 11111 221 11111 3111 11111 5000111 o 11111111111 1610 o 11111 0.28 111• 0.28 111" 111 0.28 111• 111 111 11111 1,610 11111 1 111 11111 1800 111 o 11111111111 37 o 11111 0.02 111 0.02 111 111 0.02 111 111 111 11111 37 11111 1 111 11111 1800 111 o 11111111111 45 o 11111 o.o3 111• o.o3 111· 111 o.o3 111· 111 111 11111 45 11111 2111 11111 4000 111 o 11111111111 587 o 11111 0.15 111 0.15 111 111 0.15 111 111 111• 11111 587 11111 free Ill 11111 N.S. Ill 0 11111111111 260 71 11111 N.S. Ill N.S. Ill Ill N.S. Ill Ill Ill 11111 331 11111 2111 11111 3600111 o 11111111111 648 196 11111 0.18 111• 0.18 111• 111 0.23 111• 111 111" 11111 844 11111 1.5 Ill 11111 3000 Ill 0 11111111111 49 I ____. 123 11111 0.02 Ill 0.02 Ill Ill 0,06 Ill Ill Ill 11111 172 11111 o.5 111 11111 900 111 o 11111111111 126 i---o 11111 0.14 111 0.14 111 111 0.14 111 111 111 11111 126 11111 2 111 11111 3600 111 o 11111111111 16 111 o 11111 o.oo 111 o.oo 111 111 o.oo 111 111 111 11111 16 11111 1.5 111 11111 3000 111 o 11111111111 13 111 _. 44 11111 o.oo 111 • o.oo 111 • 111 0.02 111 • 111 111 • 11111 57 11111 o.5 111 11111 900 111 o 11111111111 63 111 __.-o 11111 0.01 111 0.01 111 111 0.01 111 111 111 11111 63 11111 WR -----------------------------111111-------------========== = == = ========== = == = ========== = == 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS College Blvd @ El Camino Real ICU LOS Analysis Year 2004 NORTH/SOUTH CRITICAL SUMS= 11111 0.31 0.31 j 0.31 j 0.00 11111 11111---___ , --------11111 EAST/WEST CRITICAL SUMS = 11111 0.18 0.18 0.25 0.00 11111 11111---------------11111 CLEARANCE= 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 ICU VALUE= 11111 o.54 I o.54 I o.61 I o.o5 11111 11111---------------11111 LOS= 11111 A A B A 11111 L 11111 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY -CARLSBAD INTERVAL: AM PEAK HOUR INTERSECTION: Tamarack Ave. @ El Camino Real 11111 Ill 11111 Ill 11111111111 Ill 11111 EXIST ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2004 Ill OTHER PROJECT 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111--------------11111 111---------1111111111~-------- 11111 1 011111 1800 111 o 11111111111 178 3 11111 2 0 11111 4000 111 o 11111111111 1539 14 11111 1 011111 1800 111 o 11111111111 227 3 11111 1 011111 1800 111 o 11111111111 28 11111 2 0 11111 4000 111 o 11111111111 648 84 11111 1 011111 1800 111 o 11111111111 35 11111 1 011111 1500 111 o 11111111111 33 11111 1 011111 2000111 o 11111111111 196 11111 1 0 11111 1800 111 o 11111111111 63 19 11111 1 0 11111 1800 111 o 11111111111 127 19 11111 2 0 11111 4000 111 o 11111111111 134 _______. 30 11111 0 0 11111 0111 o 11111111111 30 11111 Ill Ill EXISTING III Ill EX.+OTHER Ill III EX.+OTHER 111 11111 11111 2004 Ill Ill+ OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 V/C Ill Ill V/C Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2004 + PROJECT 11111 ---------111---Ill ---------111---Ill ---------111---111=== 11111 AM PEAK HOUR 11111 0.10 111 I 0.10 111 111 0.10 111 111 • 11111 181 11111 o.38 111 • o.38 111 • 111 o.39 111 • 111 11111 1,553 11111 0.13 111 0.13 111 111 0.13 111 Ill 11111 230 11111 0.02 111 • 0.02 111 • 111 0.02 111 • 111 11111 28 11111 0.16 111 0.16 111 111 0.18 111 111• 11111 732 11111 0.02 111 0.02 111 111 0.02 111 111 11111 35 11111 0.02 111 0.02 111 111 0.02 111 111 • 11111 33 11111 0.10 111 • 0.10 111 • 111 0.10 111 • 111 11111 195 11111 o.04 111 o.o4 111 111 o.o5 111 111 11111 82 11111 0.01 111 • 0.01 111 • 111 0.08 111 • 111 11111 146 11111 o.04 111 o.o5 111 111 o.o5 111 111 • 11111 134 ---11111 ========== ~I == ========== ~I == ~I ========== ~I== === ~I== 11111 30 NORTH/SOUTH CRITICAL SUMS = 11111 0.40 0.40 I 0.41 0.00 11111 Tamarack Ave.@ El Camino Real ICU LOS 11111--------- ---11111 EAST/WEST CRITICAL SUMS = 11111 0.17 0.17 0.18 0.00 11111 Analysis Year 2004 CLEARANCE= ICU VALUE= LOS= INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: FOX-MILLER PROPERTY -CARLSBAD PM PEAK HOUR Tamarack Ave. @ El Camino Real 11111--------- ---11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.62 I o.62 I o.64 I o.o5 11111 11111---, ------ ---11111 11111 B B B A 11111 --------------------------- 11111 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 Ill 11111 Ill 11111111111 Ill 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2004 Ill 11111 LANES Ill LANES 11111 CAPACITY 111 CAPACITY 11111111111 VOLUME 111 11111--------------11111 ---------1111111111~-------- 11111 1 11111 1800 o 11111111111 88 11111 2 11111 4000 o 11111111111 533 11111 1 11111 1800 o 11111111111 62 11111 1 11111 1800 o 11111111111 41 11111 2 11111 4000 o 11111111111 1520 11111 1 11111 1800 o 11111111111 25 11111 1 11111 1800 o 11111111111 40 11111 1 11111 2000 o 11111111111 132 11111 1 11111 1800 I o 11111111111 185 11111 1 11111 1800 111 o 11111111111 266 11111 2 11111 4000 111 o 11111111111 227 11111 0 11111 o 111 o 11111111111 42 Ill 11111 Ill III EXISTING III Ill EX.+OTHER III Ill EX.+OTHER 111 11111 OTHER Ill PROJECT 11111 2004 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 VOLUME Ill VOLUME 11111 V/C Ill Ill V/C Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2004 + PROJECT Ill ---------11111 ---------111---111---111 ---------111---111 ---------111---11111 PM PEAK HOUR 111 21 11111 o.o5 111 • o.o5 111 • 111 0.06 111 • 111 111 • 11111 109 111 95 11111 0.13 111 0.13 111 111 0.16 111 111 111 11111 628 111 21 11111 o.o3 111 o.o3 111 I o.o5 111 111 111 11111 83 111 11111 0.02 111 0.02 111 0.02 111 111 111 11111 41 111 33 11111 o.38 111 • o.38 111 • o.39 111 • 111 111 • 11111 1,553 111 11111 0.01 111 0.01 111 0.01 111 111 111 11111 25 111 11111 0.02 111 0.02 111 0.02 111 111 111 • 11111 40 111 11111 0.01 111 • 0.01 111 • 0.01 111 • 111 111 11111 132 111 7 11111 0.10 111 0.10 111 0.11 111 111 111 11111 192 111 7 11111 0.15 111• 0.15 111• 0.15 111• 111 111 11111 213 ---42 111 11111 0.01 111 0.08 111 0.08 111 111 111 • 11111 221 ----------------------------111 ____ 11111 Ill Ill Ill Ill Ill 11111 42 ----11111 -------------========== = == ========== = == = ========== = == 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS Tamarack Ave.@ El Camino Real ICU LOS Analysis Year 2004 NORTH/SOUTH CRITICAL SUMS = 11111 0.43 0.43 0.45 I 0.00 11111 11111--------- ---11111 EAST/WEST CRITICAL SUMS= 11111 0.22 0.22 0.22 0.00 11111 11111--------- ---11111 CLEARANCE = 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 ICU VALUE= 11111 0.70 I 0.70 I 0.72 I 0.05 11111 11111---------------11111 LOS = 11111 B B I C A 11111 11111 11111 MOVEMENT 11111 11111 =-===---= 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: FOX-MILLER PROPERTY -CARLSBAD AM PEAK HOUR Palomar Airport Road @ El Camino Real --------- 11111 Ill 11111 11111 EXIST Ill PROP 11111 11111 LANES Ill LANES 11111 11111-------111-------11111 11111 1 111 o 11111 11111 3 111 o 11111 11111 2 111 o 11111 11111 2 111 o 11111 11111 3 111 o 11111 11111 1 111 o 11111 11111 2 111 o 11111 11111 3 Ill o 11111 11111 o 111 o 11111 11111 2 Ill o 11111 11111 3 111 o 11111 11111 2 111 o 11111 EXISTING CAPACITY 1800 6000 3600 3600 6000 1800 3600 6000 0 3600 6000 3600 111 11111111111 111 11111 Ill III EXISTING 111 111 EX.+OTHER Ill III EX.+OTHER Ill 11111 Ill PROPOSED 11111111111 2004 Ill OTHER PROJECT 11111 2004 Ill Ill+ OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 Ill CAPACITY 11111111111 VOLUME III VOLUME VOLUME 11111 V/C Ill III V/C 111 111 V/C Ill III V/C-W_IMP Ill 11111 ---------1111111111~--------11111 ---------111---111=== 111---111 ---------111---11111 o 11111111111 84 11111 o.o5 111 o.o5 111 o.05 111 Ill Ill ' 11111 o 11111111111 546 37 11111 o.o9 111· o.o9 111• 0.10 111" 111 Ill 11111 o 11111111111 558 11111 0.16 111 0.16 111 0.16 111 111 Ill 11111 011111111111 360 17 11111 0.10111· 0.10111· 0.10111· Ill Ill 11111 o 11111111111 784 6 11111 0.13 111 0.13 111 0.13 111 I Ill• 11111 o 11111111111 278 17 11111 0.15 111 0.15 111 0.16 111 Ill 11111 o 11111111111 152 103 11111 o.o4 111 o.o4 111 o.o7 111 Ill• 11111 o 11111111111 839 ! ______. 99 11111 0.16 111· 0.17 111· 0.17 111· Ill 11111 o 11111111111 99 i---11111 111 Ill Ill Ill 11111 o 11111111111 639 111 11111 0.18 111 • 0.18 111 • 0.18 111' Ill 11111 o 11111111111 1044 111 11111 o.17 111 0.17 111 I 0.17 111 Ill' 11111 o 11111111111 979 111 103 11111 0.27 111 0.27 111 111 o.3o 111 111 11111 ------------11111----===------========== = == = ======---= = == -------------11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.19 0.19 I 0.20 0.00 11111 Palomar @ El Camino Real ICU LOS 11111-----------------11111 Analysis Year 2004 EAST/WEST CRITICAL SUMS= CLEARANCE= ICU VALUE= LOS= 11111 0.34 0.35 0.35 0.00 11111 11111-----------------11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 o.58 I o.59 I 0.60 I o.o5 11111 11111----------------11111 11111 A A A A 11111 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY. CARLSBAD INTERVAL: PM PEAK HOUR INTERSECTION: Palomar Airport Road @ El Camino Real 11111 Ill 11111 Ill 11111111111 Ill 11111 111 Ill EXISTING Ill Ill EX.+OTHER 111 111 EX.+OTHER Ill 11111 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2004 Ill OTHER PROJECT 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111 2004 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 V/C Ill III V/C 111 111 V/C Ill Ill V/C-W_IMP Ill 11111 11111--------------11111 ---------1111111111~--------11111 ---------111---111---Ill ---------111---Ill ---------111---11111 11111 1 11111 1800 o 11111111111 65 0 11111 o.o4 111 o.o4 111 I o.04 111 111 111 • 11111 11111 3 11111 6000 o 11111111111 635 15 11111 0.11 111• 0.11 111• 0.11 111• 111 111 11111 11111 2 11111 3600 o 11111111111 692 0 11111 0.19 111 0.19 111 0.19 111 111 111 11111 11111 2 11111 3600 o 11111111111 921 116 11111 0.26 111' 0.26 111' 0.29 111' 111 111 11111 11111 3 11111 6000 o 11111111111 754 42 11111 0.13 111 o.13 111 0.13 111 111 111 • 11111 11111 1 11111 1800 o 11111111111 109 116 11111 0.06 111 0.06 111 0.13 111 111 Ill 11111 11111 2 11111 3600 o 11111111111 228 41 11111 0.06 111 0.06 111 o.o7 111 111 111 • 11111 11111 3 11111 6000 o 11111111111 1273 -----62 0 11111 0 11111 0 o 11111111111 62 111 0 11111 0.22 111 ' 0.23 111 ' 0.23 111' 111 111 11111 11111 111 Ill I Ill Ill Ill 11111 11111 2 111 11111 3600 111 o 11111111111 516111 0 11111 0.14 111' 0.14 111' 111 o.14 111' 111 111 11111 11111 3 111 11111 6000 111 o 11111111111 901 111 0 11111 0.15 111 0.15 111 111 o.15 111 111 111 ' 11111 11111 2 Ill 11111 3600 111 o 11111111111 613 Ill 41 11111 o.17 111 0.17 111 111 0.18 111 111 111 11111 --------11111 -------------========== = == = ========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.37 0.37 I 0.40 I 0.00 11111 Palomar @ El Camino Real ICU LOS 11111--------·----------11111 Analysis Year 2004 EAST/WEST CRITICAL SUMS= CLEARANCE= ICU VALUE= LOS= 11111 o.36 o.37 I o.37 o.oo 11111 11111----------------11111 11111 o.o5 I o.o5 I 0.05 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 o.78 I o.79 I 0.82 I o.o5 11111 11111------------------11111 11111 c c I D I A 11111 2004 + PROJECT AM PEAK HOUR 84 583 558 377 790 295 255 839 99 639 1,044 1,082 2004 + PROJECT PM PEAK HOUR 65 650 692 1,037 796 225 269 1,273 62 516 901 654 11111 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE ' DENOTES CRITICAL MOVEMENTS MOVEMENT NL NT NR SL ST SR EL ET ER WL WT WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND. W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE ' DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY· CARLSBAD INTERVAL: AM PEAK HOUR INTERSECTION: Faraday Ave.@ El Camino Real 11111 Ill 11111 Ill 11111111111 Ill 11111 Ill Ill EXISTING Ill III EX.+OTHER Ill III EX.+OTHER 111 11111 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2004 Ill OTHER PROJECT 11111 2004 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111 V/C Ill Ill VIC Ill Ill VIC Ill III V/C-W_IMP Ill 11111 2004 + PROJECT 11111--------------11111 ---------1111111111~--------111 ---------11111 ---------111---Iii=== Ill ========= 111=== Iii=== 11111 AM PEAK HOUR 11111 2 011111 3600 o 11111111111 871 111 11111 0.24 111 ' o.24 111 ' 111 0.24 111 • 111' 11111 871 11111 2.5 0 11111 5000 o 11111111111 487lllr 242 11111 0.5 0 11111 900 o 11111111111 189 II 11111 0.10 111 0.10 111 111 0.15 111 111 11111 729 11111 0.21 111 0.21 111 111 0.21 111 111 11111 189 11111 2 0 11111 3600 o 11111111111 260 111 22 11111 0.01 111 0.01 111 111 0.08 111 111 11111 282 11111 2.5 0 11111 5000 o 11111111111 1305 Ill~ 40 11111 0.5 0 11111 900 o 11111111111 169 Ill 37 11111 0.26 111 ' 0.26 111 ' 111 0.21 111 " 111 ' 11111 1,345 11111 0.19 111 0.19 111 111 0.23 111 111 11111 200 11111 2 0 11111 3600 o 11111111111 28 Ill 11111 0.01 111 0.01 111 111 0.01 111 111' 11111 28 11111 1.5 0 11111 3000 o 11111111111 108 111 11111 o.04 111 ' o.o4 111 • 111 o.o4 111 ' I 111 11111 108 11111 1.5 0 11111 2700 o 11111111111 119111 6 11111 o.04 111 o.o4 111 111 o.o5 111 111 111 11111 125 11111 1 0 11111 1800 o 11111111111 61 111 11111 o.o3 111' o.o3 111 • 111 o.o3 111 • 111 111 11111 61 11111 1.5 0 11111 3000 o 11111111111 45111~ 11111 0.5 0 11111 900 o 11111111111 14111 130 11111 0.02 111 0.02 111 111 0.02 111 111 111 ' 11111 45 11111 0.02 111 I 0.02 111 111 0.10 111 111 111 11111 144 --------11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS= 11111 0.50 I 0.50 I 0.51 I 0.00 11111 Faraday Ave. @ El Camino Real ICU LOS Analysis Year 2004 EAST/WEST CRITICAL SUMS= CLEARANCE= ICU VALUE= LOS= INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY· CARLSBAD INTERVAL: PM PEAK HOUR INTERSECTION: Faraday Ave. @ El Camino Real 11111 Ill 11111 Ill 11111111111 Ill 11111 EXIST Ill PROP 11111 EXISTING 111 PROPOSED 11111111111 2004 Ill OTHER PROJECT 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Iii VOLUME VOLUME 11111--------------11111 111---------1111111111~--------111 --------- 11111 2 11111 3600 111 o 11111111111 141 111 11111 2.5 11111 5000 111 o 11111111111 1275 111 96 11111 0.5 11111 900111 0 11111111111 72111~ 11111 2 11111 3600 111 o 11111111111 64 111 148 11111 2.5 11111 5000 111 o 11111111111 633lllr 274 11111 0.5 11111 900 111 o 11111111111 7 11 15 11111 2 11111 3600 111 o 11111111111 212 111 11111 1.5 I 11111 3000 111 o 11111111111 96 Ill 11111 1.5 JII 11111 2100 111 o 11111111111 799 111 42 11111 1111 11111 1800 111 o 11111111111 349 Ill 11111 1,5111 11111 3000 111 o 11111111111 181111~ 11111 o.5 111 11111 900 111 o 11111111111 62 111 52 NORTH/SOUTH CRITICAL SUMS = Faraday Ave.@ El Camino Real ICU LOS EAST/WEST CRITICAL SUMS= Analysis Year 2004 CLEARANCE= ICU VALUE= LOS= 11111---------------11111 11111 0.01 0.01 I 0.01 o.oo 11111 11111------------11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = === = == = ========== = == 11111 11111 0.02 I 0.02 I o.63 I o.o5 11111 11111------------11111 11111 B B B A 11111 11111 Ill Ill EXISTING Ill Ill EX.+OTHER Ill Ill EX.+OTHER Ill 11111 11111 2004 Ill Ill+ OTHER Ill lll+PROJECT Ill lll+PROJECT Ill 11111 11111 VIC Ill Ill VIC Ill Ill VIC Ill Ill V/C-W_IMP Ill 11111 2004 + PROJECT 11111 ---------111---111=== 111---Ill ---------Iii=== 11111 PM PEAK HOUR 11111 o.04 111 0.04 Ill 0.04 Ill Ill 111· 11111 141 11111 0.26 111' 0.26 Ill' 0.27 111· Ill Ill 11111 1,371 11111 0.08 111 0.08 Ill 0.08 Ill Ill Ill 11111 72 11111 0.02 111' 0.02 Ill' 0.06 111· Ill Ill 11111 212 11111 0.13 111 0.13 Ill 0.18 111 Ill 111· 11111 907 11111 0.01 111 0.01 Ill 0.02 111 Ill Ill 11111 22 11111 0.00 111 0.06 Ill 0.00 111 Ill 111· 11111 212 11111 o.o3 111' 0.03 111· 0.03 111· Ill Ill 11111 96 11111 o.3o 111 0.30 Ill o.31 111 Ill Ill 11111 841 11111 0.19 Ill' 0.19 Ill' 0.19 111' Ill Ill 11111 349 11111 0.06 Ill 0.06 Ill 0.00 111 Ill 111· 11111 181 11111 0.01 111 0.01 111 0.13 111 Ill Ill 11111 114 11111 -------------========== = == -========== = == = ========== = == 11111 11111 0.28 0.28 I 0.33 I 0.00 11111 11111 11111 11111 0.22 0.22 0.22 0.00 11111 11111 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.55 I 0.55 I 0.60 I 0.05 11111 11111 ---11111 11111 A I A A A 11111 == ========== = == = =========== = == = ========== = == = ========== = == == 11111 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS MOVEMENT NL NT NR SL ST SR EL ET ER WL WT WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY -CARLSBAD INTERVAL: AM PEAK HOUR INTERSECTION: Cannon Road @ El Camino Real 11111 Ill 11111 Ill 11111111111 Ill 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2004 Ill OTHER PROJECT 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111--------------11111 ---------1111111111~-------- 11111 1 011111 1800 o 11111111111 124 0 11111 3 011111 6000 o 11111111111 448 20 11111 011111 1800 o 11111111111 10 0 11111 011111 1800 o 11111111111 46 0 11111 2 o 11111 4000 o 11111111111 1997 121 11111 FREE 0 11111 N.S. o 11111111111 917 0 11111 2 o 11111 3600 o 11111111111 77 0 11111 2 o 11111 4000 o 11111111111 5 ~ 15 0 11111 0 0 11111 0 o 11111111111 15 0 11111 2 0 11111 3600 o 11111111111 26 111 0 2 0 11111 4000 o 11111111111 0 11111 111 Ill EXISTING 111 111 EX.+OTHER 111 111 EX.+OTHER Ill 11111 11111 2004 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 V/C Ill Ill V/C Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2004 + PROJECT 11111 ---------Ill___ Iii=== 111=== 111=== 11111 AM PEAK HOUR 11111 0.01 111 • 0.01 111 • 0.01 111 • 111' 11111 124 11111 0.01 111 0.01 111 0.08 111 111 11111 468 11111 0.01 111 0.01 111 0.01 111 111 11111 1 o 11111 o.o3 111 o.o3 111 om III Ill 11111 46 11111 o.5o 111 • o.50 111 • o.53 111 • 111' 11111 2,118 11111 N.S. Ill N.S. Ill N.S. Ill Ill 11111 917 11111 0.02 111 • 0.02 111 • 0.02 111 • 111 ' 11111 11 11111 0.01 111 o.o1 111 0.01 111 Ill 11111 5 11111 Ill Ill 111 111 11111 15 11111 0.01 111 0.01 111 0.01 111 111 11111 26 11111 0.02 111 • o.o4 111 • o.o4 111 • 111' 11111 31 11111 31 111-----57 11111 o 11 0 11111 o 111 o 11111111111 57111 0 ____ ----11111----------~I__ _ _________ ~I__ === Ill __________ ~I __ 11111 51 NORTH/SOUTH CRITICAL SUMS = 11111 0.57 0.57 0.60 0.00 11111 Cannon Road @ El Camino Real ICU LOS Analysis Year 2004 EAST/WEST CRITICAL SUMS = CLEARANCE= ICU VALUE= LOS= INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: 11111 Ill 11111 11111 EXIST Ill PROP 11111 11111 LANES Ill LANES 11111 11111--------------11111 11111 1 11111 11111 3 11111 11111 1 11111 11111 1 11111 11111 2 11111 11111 FREE 11111 11111 2 11111 11111 2 11111 11111 o 11111 11111 2 11111 11111 2 11111 11111 o 11111 FOX-MILLER PROPERTY -CARLSBAD PM PEAK HOUR Cannon Road @ El Camino Real Ill 11111111111 Ill EXISTING Ill PROPOSED 11111111111 2004 Ill OTHER CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME 111---------1111111111~-------- 1800 111 o 11111111111 32 6000 111 o 11111111111 1510 1800 111 o 11111111111 37 1800 111 o 11111111111 45 4000 111 o 11111111111 587 N.S. Ill O 11111111111 260 3600 111 o 11111111111 648 4000 111 o 11111111111 49 ! ____. 126 o 111 o 11111111111 126 Ii------ 3500 111 o 11111111111 16 111 4000 111 o 11111111111 13 111 ___. 63 o III o 11111111111 63 111-- PROJECT VOLUME 0 137 0 0 48 0 0 0 0 0 0 0 Cannon Road @ El Camino Real ICU LOS NORTH/SOUTH CRITICAL SUMS = EAST/WEST CRITICAL SUMS = CLEARANCE= Analysis Year 2004 ICU VALUE= LOS= 11111-----------------11111 11111 0.04 0.06 0.06 0.00 11111 11111--------------11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = === -----------------11111 11111 o.66 I o.68 I 0.11 I o.o5 11111 11111----------------11111 11111 B B C A 11111 11111 Ill Ill EXISTING Ill Ill EX.+OTHER Ill Ill EX.+OTHER Ill 11111 11111 2004 Ill Ill+ OTHER Ill lll+PROJECT Ill lll+PROJECT Ill 11111 11111 VIC Ill Ill VIC Ill Ill VIC Ill Ill V/C-W_IMP Ill 11111 2004 + PROJECT 11111 ---------111---111=== 111---Ill ---------iii=== 11111 PM PEAK HOUR 11111 0.02 111 0.02 Ill 0.02 Ill Ill 111· 11111 32 11111 0.28 111· 0.28 111· 0.30 111· Ill Ill 11111 1,807 11111 0.02 111 0.02 Ill 0.02 Ill Ill Ill 11111 37 11111 0.03 111· 0.03 111· 0.03 111· Ill Ill 11111 45 11111 0.15 111 0.15 Ill 0.16 Ill Ill 111· 11111 635 11111 N.S. Ill N.S. Ill N.S. Ill Ill Ill 11111 260 11111 0.18 111 • 0.18 Ill. 0.18 111· Ill 111· 11111 648 11111 0.04 Ill 0.08 Ill 0.08 Ill Ill Ill 11111 49 11111 Ill Ill Ill Ill Ill 11111 126 11111 0.00 Ill 0.00 Ill 0.00 Ill Ill Ill 11111 16 11111 0.02 111 • 0.03 111· 0.03 111· Ill 111· 11111 13 11111 Ill Ill Ill Ill Ill 11111 63 11111 -------------========== = == = ========== = == = ========== = == 11111 11111 0.31 0.31 I 0.33 I 0.00 11111 11111 11111 11111 0.20 0.21 0.21 0.00 11111 11111 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.56 I 0.57 I 0.59 I 0.05 11111 11111 ----11111 11111 A A I A I A 11111 == ========== = == = ========== = == = ========== = == = ========== = == == 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 MOVEMENT NL NT NR SL ST SR EL ET ER WL WT WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY• CARLSBAD INTERVAL: AM PEAK HOUR INTERSECTION: El Camino Real @ Avlara/Alga 11111 Ill 11111 Ill 11111111111 Ill Ill 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2005 Ill OTHER Ill PROJECT 11111 LANES ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME Ill VOLUME 11111-------111-------11111 111---------1111111111~--------II 11111 2111 011111 3500 111 o 11111111111 896 0 11111 3 Ill 0 11111 6000 111 o 11111111111 370 56 11111 1111 0 11111 1800 111 011111111111 141 0 11111 2111 0 11111 3500 111 o 11111111111 84 2 11111 3 111 0 11111 6000 111 o 11111111111 889 9 11111 1111 0 11111 1800 111 o 11111111111 53 I 2 11111 2111 0 11111 3600 111 o 11111111111 195 II 9 11111 2 111 0 11111 4000 111 o 11111111111 1022 II 0 11111 1111 0 11111 1500 111 o 11111111111 308 Ill 0 11111 2111 0 11111 3600 111 o 11111111111 130 Ill 0 11111 2111 0 11111 4000 111 o 11111111111 161 Ill 0 11111 1111 0 11111 1800 111 o 11111111111 293 Ill 9 11111 Ill Ill EXISTING Ill Ill EX.+OTHER Ill Ill EX.+OTHER Ill 11111 11111 2005 Ill 111+ OTHER Ill lll+PROJECT Ill lll+PROJECT Ill 11111 11111 VIC Ill Ill VIC Ill Ill VIC Ill 111 V/C-W_IMP Ill 11111 2005 + PROJECT 11111 ---------111---111---111 ---------111---111=== 11111 AM PEAK HOUR 11111 0.25 111· 0.25 111· Ill 0.25 111· 111· 11111 896 11111 0.06 111 0.06 111 Ill 0.01 111 Ill 11111 426 11111 0.08 111 0.08 111 Ill 0.08 111 Ill 11111 141 11111 0.02 111 0.02 111 Ill 0.02 111 Ill 11111 86 11111 0.15 111· 0.15 111· Ill 0.15 111· 111· 11111 896 11111 o.o3 111 o.o3 111 Ill o.o3 111 I Ill 11111 55 11111 o.o5 111 o.o5 111 Ill 0.06 111 Ill 111· 11111 204 11111 0.26 111· 0.26 111· Ill 0.26 111· II Ill 11111 1,022 11111 0.11 111 0.11 111 Ill 0.11 111 Ill Ill 11111 308 11111 0.04 111· 0.04 111· Ill 0.04 111· Ill Ill 11111 130 11111 o.04 111 o.o4 111 Ill 0.04 Ill Ill 111· 11111 161 11111 0.16 111 0.16 111 Ill 0.11 111 Ill Ill 11111 302 11111-------------========== = == = ========== = == = ========== = == 11111 11111 0.40 0.40 I 0.40 I 0.00 11111 El Camino Real @ Aviara/Alga ICU LOS NORTH/SOUTH CRITICAL SUMS = EAST/WEST CRITICAL SUMS = CLEARANCE= 11111 ---11111 Analysis Year 2005 ICU VALUE= LOS= 11111 0.30 0.30 0.30 I 0.00 11111 11111 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 = == = ========== = == = ========== = == = ========== = == 11111 11111 0.75 I 0.75 I 0.75 I 0.05 11111 11111 --11111 11111 C C C A 11111 == ========== = == = ======--------==== = == = ========== = == == INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: 11111 Ill 11111 11111 EXIST Ill PROP 11111 11111 LANES Ill LANES 11111 11111--------------11111 11111 2 0 11111 11111 3 0 11111 11111 1 0 11111 11111 2 0 11111 11111 3 0 11111 11111 1 0 11111 11111 2 0 11111 11111 2 0 11111 11111 1 0 11111 11111 2 0 11111 11111 2 0 11111 11111 o 11111 FOX-MILLER PROPERTY• CARLSBAD PM PEAK HOUR El Camino Real @ Aviara/Alga Ill 11111111111 Ill EXISTING Ill PROPOSED 11111111111 2005 Ill CAPACITY Ill CAPACITY 11111111111 VOLUME Ill 111---------1111111111~-------- 3600 111 o 11111111111 521 6000 111 o 11111111111 859 1800 111 o 11111111111 866 3500 111 o 11111111111 203 6000 111 o 11111111111 1233 1800 111 o 11111111111 58 3500 111 o 11111111111 349 4000 111 o 11111111111 255 1800 111 o 11111111111 97 3500 111 o 11111111111 102 4000 111 o 11111111111 433 1800 111 o 11111111111 438 OTHER VOLUME Ill 11111 Ill Ill EXISTING Ill Ill EX.+OTHER Ill Ill EX.+OTHER Ill 11111 Ill PROJECT 11111 2005 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 Ill VOLUME 11111 V/C Ill Ill V/C Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2005 + PROJECT Ill ---------11111 ---------111---111---Ill ---------111---111 ---------111=== 11111 PM PEAK HOUR 111 o 11111 0.15 111· 0.15 111· 111 0.15 111· 111 111· 11111 521 111 22 11111 0.14 111 0.14 111 111 0.15 111 111 111 11111 881 11 o 11111 0.48 111 o.48 111 111 0.48 111 111 111 11111 866 11 11111 0.06 111 0.06 111 111 0.06 111 111 111 11111 214 63 11111 0.21 111 • 0.21 111 • 111 0.22 111 • 111 111 • 11111 1,285 11 11111 o.o3 111 o.o3 111 111 o.04 111 111 111 11111 69 4 11111 0.10 111· 0.10 111· 111 0.10 111· 111 111· 11111 353 o 11111 0.06 111 0.06 111 111 0.06 111 111 111 11111 255 o 11111 o.o5 111 o.o5 111 111 o.o5 111 111 111 11111 97 o 11111 o.o3 111 o.o3 111 111 o.o3 111 111 111 11111 102 11 o 11111 0.11 111· 0.11 111• 111 0.11 111· 111 111• 11111 433 111 4 11111 0.24 111 0.24 111 111 0.25 111 111 111 11111 442 --------11111-------------========== = == = ========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.36 0.36 I 0.37 I 0.00 11111 El Camino Real @ Aviara/Alga ICU LOS 11111----------- ---11111 Analysis Year 2005 EAST/WEST CRITICAL SUMS = CLEARANCE= ICU VALUE= LOS= 11111 0.21 0.21 0.21 0.00 11111 11111----------- ---11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.62 I 0.62 I o.63 I o.o5 11111 11111---------------11111 11111 B B B A 11111 11111 11111 MOVEMENT 11111 11111 ====--=== 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY -CARLSBAD INTERVAL: AM PEAK HOUR INTERSECTION: El Camino Real @ La Costa Ave ------ 11111 Ill 11111 Ill 11111111111 Ill Ill 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2005 Ill OTHER I PROJECT 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111-------111-------11111 ---------1111111111t-------- 11111 2 Ill o 11111 3600 o 11111111111 176 0 11111 3 Ill 0 11111 6000 o 11111111111 729 19 11111 1111 011111 1800 0 11111111111 32 0 11111 2111 o 11111 3600 o 11111111111 167 2 11111 3111 0 11111 6000 o 11111111111 842 3 11111 1111 0 11111 1800 o 11111111111 259 2 11111 1111 0 11111 1800 o 11111111111 145 9 11111 2 111 0 11111 4000 o 11111111111 520 0 11111 1 111 0 11111 1800 o 11111111111 290 0 11111 2 111 0 11111 3600 o 11111111111 515 0 11111 2 111 0 11111 4000 o 11111111111 331 0 11111 1111 0 11111 1800 111 o 11111111111 180 9 11111 111 Ill EXISTING Ill Ill EX.+OTHER Ill Ill EX.+OTHER Ill 11111 11111 2005 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 V/C 111 111 V/C III Ill V/C III Ill V/C-W_IMP Ill 11111 2005 + PROJECT 11111 ---------111---111---Ill ---------111---Ill ---------Iii=== 11111 AM PEAK HOUR 11111 o.o5 111 • o.o5 111 • 111 o.o5 111 • 111 111 • 11111 116 11111 0.12 111 0.12 111 111 0.12 111 111 111 11111 748 11111 0.02 111 0.02 111 111 0.02 111 111 Ill 11111 32 11111 o.o5 111 o.o5 111 111 o.o5 111 111 111 11111 169 11111 0.14 111• 0.14 111• 111 0.14 111• 111 111• 11111 843 11111 0.14 111 o.14 111 111 0.15 111 111 111 11111 261 11111 0.08 111 0.08 111 111 o.o9 111 111 111 • 11111 154 11111 0.13 111• 0.13 111• I 0.13 111· 111 111 11111 520 11111 0.16 111 0.16 111 0.16 111 111 111 11111 290 11111 0.14 111· 0.14 111· 0.14 111• 111 111 11111 515 11111 0.08 111 0.08 111 0.08 111 111 111 • 11111 331 11111 0.10 111 0.10 111 0.11 111 111 111 11111 189 --------11111 --------------------------========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.19 0.19 0.19 I 0.00 11111 El Camino Real @ La Costa Ave ICU LOS 11111------------11111 Analysis Year 2005 EAST/WEST CRITICAL SUMS= CLEARANCE= ICU VALUE= LOS= 11111 0.27 0.27 0.27 0.00 11111 11111--------------11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 o.51 I o.51 I o.51 I o.o5 11111 11111---, ---------11111 11111 A A A A 11111 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY• CARLSBAD INTERVAL: PM PEAK HOUR INTERSECTION: El Camino Real @ La Costa Ave 11111 Ill 11111 Ill 11111111111 Ill 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2005 Ill OTHER PROJECT 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111-------111-------11111 111---------1111111111t-------- 11111 2 111 0 11111 3500 111 o 11111111111 253 0 11111 3 Ill 0 11111 6000 111 o 11111111111 1309 7 11111 1111 0 11111 1800 I o 11111111111 82 0 11111 2111 011111 3600 o 11111111111 325 11 11111 3 111 0 11111 6000 o 11111111111 656 21 11111 1111 011111 1800 o 11111111111 314 11 11111 1111 011111 1800 o 11111111111 133 4 11111 2 111 0 11111 4000 o 11111111111 409 0 11111 1 Ill 0 11111 1800 o 11111111111 137 0 11111 2 Ill 0 11111 3600 o 11111111111 557 0 11111 2 111 0 11111 4000 o 11111111111 468 0 11111 1 Ill 0 11111 1800 o 11111111111 122 4 11111 Ill III EXISTING Ill III EX.+OTHER Ill Ill EX.+OTHER 111 11111 11111 2005 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 V/C Ill Ill V/C Ill Ill V/C Ill Ill V/C-W_IMP Ill 11111 2005 + PROJECT 11111 ---------Ill___ Iii=== ---------111---111 ---------111=== 11111 PM PEAK HOUR 11111 0.01 111 0.01 111 0.01 111 111 111 • 11111 253 11111 0.22 111 • 0.22 111 • 0.22 111 • 111 111 11111 1,316 11111 o.o5 111 o.o5 111 o.o5 111 111 111 11111 82 11111 o.o9 111 • o.o9 111 • o.o9 111 • 111 111 11111 335 11111 0.11 111 0.11 111 0.11 111 111 111 • 11111 666 11111 0.11 111 0.11 111 0.18 111 111 111 11111 325 11111 0.01 111 0.01 111 0.08 111 111 111 • 11111 137 11111 0.10 111· 0.10 111· 0.10 111· 111 111 11111 409 11111 0.08 111 0.08 111 0.08 111 111 111 11111 137 11111 0.15 111• 0.15 111• 111 0.15 111• 111 111 11111 557 11111 0.12 111 0.12 111 111 0.12 111 111 111 • 11111 468 11111 0.01 111 0.01 111 111 0.01 111 111 111 11111 126 --------11111-------------========== = == = ========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS= 11111 0.31 0.31 I 0.31 I 0.00 11111 El Camino Real @ La Costa Ave ICU LOS 11111---------· ---11111 Analysis Year 2005 EAST/WEST CRITICAL SUMS = CLEARANCE= ICU VALUE= LOS= 11111 0.25 0.25 0.25 0.00 11111 11111----------- ---11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.61 I o.61 I 0.61 I o.o5 11111 11111------ -------11111 11111 B B B A 11111 11111 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: 11111 Ill 11111 11111 EXIST Ill PROP 11111 11111 LANES Ill LANES 11111 11111-------111------· 11111 11111 2 Ill o 11111 11111 1 0 11111 11111 2 0 11111 11111 1 0 11111 11111 1 0 11111 11111 1 0 11111 11111 2 0 11111 11111 3 0 11111 11111 1 0 11111 11111 1 0 11111 11111 3 0 11111 11111 1 0 11111 FOX-MILLER PROPERTY· CARLSBAD AM PEAK HOUR Melrose Dr @ Palomar Airport Road Ill 11111111111 Ill EXISTING CAPACITY Ill PROPOSED 11111111111 2005 Ill Ill CAPACITY 11111111111 VOLUME Ill 3600 2000 3600 1800 2000 1800 3600 6000 1800 111 1800 111 6000 111 1800 111 ---------1111111111~-------- o 11111111111 419 0 11111111111 0 011111111111 287 0 11111111111 0 0 11111111111 0 011111111111 0 011111111111 341 0 11111111111 2620 o 11111111111 o 0 11111111111 0 0 11111111111 1138 0 11111111111 118 OTHER VOLUME 111 11111 111 111 EXISTING Ill III EX.+OTHER Ill Ill EX.+OTHER 111 11111 Ill PROJECT 11111 2005 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 Ill VOLUME 11111 VIC Ill Ill VIC Ill Ill VIC Ill Ill VIC-W_IMP Ill 11111 2005 + PROJECT Ill ---------11111 ---------111---111=== 111 ========= 111=== 111=== 11111 AM PEAK HOUR 111 9 11111 0.12 111· 0.12 111· 111 0.12 111· 111' 11111 428 111 o 11111 o.oo III o.oo 111 111 o.oo Ill Ill 11111 111 o 11111 0.08 111 0.08 111 111 0.08 111 Ill 11111 111 o 11111 o.oo III o.oo 111 111 o.oo III Ill 11111 111 o 11111 o.oo 111' o.oo 111 • 111 o.oo 111 ' Ill ' 11111 111 9 11111 o.oo 111 o.oo 111 111 0.01 111 Ill 11111 111 2 11111 o.o9 111 o.o9 111 111 0.10 111 111' 11111 111 8 11111 0.44 111 • 0.44 111 ' 111 0.44 111 ' Ill 11111 111 2 11111 o.oo III o.oo 111 111 o.oo 111 111 11111 111 o 11111 o.oo 111 • o.oo 111 ' 111 o.oo 111 • 111 11111 111 47 11111 0.19 111 0.19 111 111 0.20 111 111 111' 11111 111 o 11111 0.01 111 0.01 111 111 0.01 111 111 111 11111 287 (9) 9 343 2,628 2 1,185 118 -------11111-------------========== = == = ========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS= 11111 0.12 0.12 I 0.12 I 0.00 11111 Melrose Dr @ Palomar Airport Road ICU LOS EAST/WEST CRITICAL SUMS= Analysis Year 2005 CLEARANCE= ICU VALUE= LOS= INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: FOX-MILLER PROPERTY. CARLSBAD PM PEAK HOUR Melrose Dr@ Palomar Airport Road ------------ 11111 Ill 11111 11111 EXIST Ill PROP 11111 11111 LANES Ill LANES 11111 11111-------111-------11111 11111 2 111 o 11111 11111 1 111 o 11111 11111 2 Ill o 11111 11111 1 111 o 11111 11111 1 111 o 11111 11111 1 111 o 11111 11111 2111 o 11111 11111 3 Ill o 11111 11111 1 111 o 11111 11111 1 111 o 11111 11111 3 111 o 11111 11111 1 111 o 11111 Ill 11111111111 Ill EXISTING Ill PROPOSED 11111111111 2005 Ill CAPACITY Ill CAPACITY 11111111111 VOLUME Ill 111---------1111111111~-------- 3600 111 o 11111111111 224 2000 I 011111111111 0 3600 o 11111111111 309 1800 o 11111111111 0 2000 o 11111111111 2 1800 o 11111111111 0 3600 o 11111111111 312 6000 o 11111111111 1252 1800 o 11111111111 7 1800 o 11111111111 0 6000 o 11111111111 2452 1800 o 11111111111 302 OTHER PROJECT VOLUME VOLUME 4 0 0 I 0 II 0 Ill 4 Ill 11 Ill 53 Ill 11 Ill 0 Ill 18 Ill 0 11111----------- ----11111 11111 0.44 0.44 0.44 0.00 11111 11111----------- ----11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.61 I 0.61 I 0.61 I o.o5 11111 11111-------------11111 11111 B B B A 11111 11111 111 Ill EXISTING Ill Ill EX.+OTHER Ill III EX.+OTHER 111 11111 11111 2005 Ill Ill+ OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 VIC Ill Ill VIC Ill Ill VIC Ill Ill V/C-W_IMP Ill 11111 2005 + PROJECT 11111 ---------111---Iii=== ========= 111=== 111=== 11111 PM PEAK HOUR 11111 0.06 111 • 0.06 111 • 0.06 111 • 111 ' 11111 228 11111 o.oo 111 o.oo III o.oo 111 111 11111 11111 o.o9 111 o.o9 111 o.o9 111 111 11111 11111 o.oo III o.oo 111 o.oo 111 111 11111 11111 0.00 111 • 0.00 111 • 0.00 111 • 111 • 11111 11111 o.oo III o.oo III o.oo 111 111 11111 11111 0.09 111 • 0.09 111 • 0.09 111 • 111 • 11111 11111 0.21 111 0.21 111 0.22 111 111 11111 11111 o.oo 111 o.oo 111 0.01 111 111 11111 11111 o.oo III o.oo 111 o.oo 111 111 111 11111 11111 o.41 111 • 0.41 111 • o.41 111 ' 111 111 ' 11111 11111 0.11 111 0.11 111 0.11 111 111 111 11111 309 (2) 4 323 1,305 18 2,470 302 -----------------11111 -------------========== = == ========== = == = ========== = == 11111 Melrose Dr @ Palomar Airport Road ICU LOS Analysis Year 2005 NORTH/SOUTH CRITICAL SUMS = 11111 0.06 0.06 0.06 I 0.00 11111 11111-------- --------11111 EAST/WEST CRITICAL SUMS = 11111 0.50 0.50 0.50 0.00 11111 11111-------------11111 CLEARANCE= 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 ICU VALUE= 11111 0.61 I 0.61 I 0.61 I 0.05 11111 11111-----------------11111 LOS= 11111 B I B I B A 11111 11111 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR 11111 ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE ' DENOTES CRITICAL MOVEMENTS 11111 MOVEMENT 11111 11111 11111 NL 11111 NT 11111 NR 11111 SL 11111 ST 11111 SR 11111 EL 11111 ET 11111 ER 11111 WL 11111 WT 11111 WR ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY -CARLSBAD INTERVAL: AM PEAK HOUR INTERSECTION: Melrose Dr@ Park Center Dr 11111 Ill 11111 Ill 11111111111 Ill 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2005 Ill OTHER PROJECT 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111-------111-------11111 ---------1111111111~--------111 --------- 11111 1111 0 11111 1800 o 11111111111 1111 47 11111 3111 0 11111 6000 o 11111111111 am 2 11111 1111 0 11111 1800 o 11111111111 6 2 11111 1111 0 11111 1800 o 11111111111 219 0 11111 3 Ill 011111 6000 o 11111111111 97 9 11111 1111 0 11111 1800 o 11111111111 1 0 11111 2 111 0 11111 3600 o 11111111111 1 0 11111 2 111 0 11111 4000 o 11111111111 26 0 11111 1111 0 11111 1800 o 11111111111 2 47 11111 1111 0 11111 1aoo 111 o 11111111111 0 9 11111 2 111 0 11111 4000 111 o 11111111111 1 0 11111 1111 0 11111 1aoo 111 o 11111111111 20 0 11111 Ill III EXISTING 111 111 EX.+OTHER 111 111 EX.+OTHER 111 11111 11111 2005 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 VIC Ill Ill VIC Ill Ill VIC Ill Ill V/C-W_IMP Ill 11111 2005 + PROJECT 11111 ---------111---111---Ill ---------111---Ill ---------111=== 11111 AM PEAK HOUR 11111 o.oo 111 o.oo 111 111 o.o3 111 111 Ill ' 11111 48 11111 o.oo 111' o.oo 111 ' 111 o.oo 111 ' 111 111 11111 1 o 11111 o.oo III o.oo 111 111 o.oo 111 111 111 11111 a 11111 0.12 111' 0.12 111' 111 0.12 111' 111 111 11111 219 11111 0.02 111 0.02 111 111 0.02 111 111 111' 11111 106 11111 o.oo 111 o.oo 111 111 o.oo 111 111 Ill 11111 1 11111 o.oo III o.oo 111 111 o.oo 111 111 111 ' 11111 1 11111 0.01 111 ' 0.01 111' 111 0.01 111' 111 111 11111 26 11111 o.oo III o.oo 111 111 o.03 111 111 111 11111 49 11111 o.oo 111' o.oo 111' 111 0.01 111' 111 111 11111 9 11111 o.oo 111 o.oo 111 111 o.oo 111 111 111 ' 11111 1 11111 0.01 111 I 0.01 111 111 0.01 111 111 111 11111 20 --------11111 ========== = == -========== = == = ========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS= 11111 0.12 I 0.12 I 0.12 I 0.00 11111 Melrose Dr @ Park Center Dr ICU LOS 11111---------------11111 Analysis Year 2005 EAST/WEST CRITICAL SUMS= CLEARANCE= ICU VALUE= LOS= 11111 0.01 O.Q1 I 0.02 0.00 11111 11111---------- ----11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.1a I 0.1a I 0.19 I o.o5 11111 11111------ -------11111 11111 A A A A 11111 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: FOX-MILLER PROPERTY• CARLSBAD INTERVAL: PM PEAK HOUR INTERSECTION: Melrose Dr@ Park Center Dr 11111 Ill 11111 Ill 11111111111 Ill 11111 Ill III EXISTING Ill Ill EX.+OTHER III Ill EX.+OTHER 111 11111 11111 EXIST Ill PROP 11111 EXISTING Ill PROPOSED 11111111111 2005 Ill OTHER PROJECT 11111 LANES Ill LANES 11111 CAPACITY Ill CAPACITY 11111111111 VOLUME Ill VOLUME VOLUME 11111 2005 Ill Ill + OTHER Ill Ill +PROJECT Ill Ill +PROJECT Ill 11111 11111 VIC Ill Ill VIC Ill Ill VIC Ill Ill VIC-W_IMP Ill 11111 2005 + PROJECT 11111--------------11111 ---------1111111111~-------- 11111 1 0 11111 1800 o 11111111111 22 18 11111 ---------111---111---111 ---------111---111 ---------Iii=== 11111 PM PEAK HOUR 11111 0.01 111 0,01 Ill Ill 0.02 111 111 111 ' 11111 40 11111 3 0 11111 6000 o 11111111111 115 11 11111 1 o 11111 1800 o 11111111111 16 11 11111 1 0 11111 1800 o 11111111111 83 0 11111 3 0 11111 6000 o 11111111111 70 4 11111 0.02 111' 0.02 111' 111 0.02 111' 111 111 11111 126 11111 0.01 111 0,01 111 111 0.02 111 Ill Ill 11111 27 11111 o.o5 111' o.o5 111' 111 o.o5 111 • 111 111 11111 83 11111 0.01 111 0.01 111 111 0.01 111 111 111' 11111 74 11111 1 0 11111 1800 o 11111111111 4 II 0 11111 2 0 11111 3600 o 11111111111 11 Ill 0 11111 o.oo III o.oo 111 111 o.oo 111 111 111 11111 4 11111 o.oo 111 o.oo 111 111 o.oo 111 111 111' 11111 11 11111 2 0 11111 4000 o 11111111111 50 Ill 0 11111 1111 0 11111 1800 o 11111111111 253 Ill 18 11111 0,01 111' 0.01 111' Ill 0.01 111' 111 111 11111 50 11111 0.14 111 0.14 111 111 0.15 111 111 111 11111 211 11111 1111 0 11111 1800 o 11111111111 5 Ill 4 11111 o.oo 111 ' o.oo 111' Ill 0,01 Ill ' Ill Ill 11111 9 11111 2111 0 11111 4000 111 o 11111111111 4 Ill 0 11111 o.oo 111 o.oo 111 111 o.oo 111 111 111' 11111 4 11111 1111 0 11111 1aoo 111 o 11111111111 6 Ill 0 11111 o.oo III o.oo 111 111 o.oo 111 111 111 11111 e --------11111 ---======= = == -========== = == = ========== = == = ========== = == 11111 NORTH/SOUTH CRITICAL SUMS = 11111 O.o7 I 0.07 I 0.07 I 0.00 11111 Melrose Dr@ Park Center Dr ICU LOS 11111-------------11111 Analysis Year 2005 EAST/WEST CRITICAL SUMS= CLEARANCE= ICU VALUE= LOS= 11111 0.01 0.01 0.02 0.00 11111 11111------- ---- ----11111 11111 o.o5 I o.o5 I o.o5 I o.o5 11111 11111 ========== = == = ========== = == = ========== = == = ========== = == 11111 11111 0.13 I 0.13 I 0.14 I o.o5 11111 11111---------------11111 11111 A A A I A 11111 2020 with proj am Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Wed Apr 23, 2008 03:19:09 Ventana Real (Lots 1-4) Year 2020 Analysis Scenario Report 2020 with proj am Default Command 2020 with proj am 2020 geometry Default Impact Fee Default Trip Generation Default Trip Distribution Default Paths Default Routes Default Configuration Page 1-1 Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:17 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report Page 2-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 O (Y+R=4. 0 sec) 49 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.535 21.4 C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 2 0 0 0 0 0 2 0 3 0 0 0 0 3 0 2 ------------1---------------I 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 160 0 1150 0 0 0 70 1093 0 0 1018 563 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: 160 0 1150 0 0 0 70 1093 0 0 1018 563 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 168 0 1211 0 0 0 74 1151 0 0 1072 593 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 0 1211 0 0 0 74 1151 0 0 1072 593 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 Final Vol.: 168 0 1211 0 0 0 74 1151 0 0 1072 593 ------------1---------------I 1---------------I 1---------------1 1---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 2.00 Final Sat.: 1800 0 3600 0 0 0 3600 6000 0 0 6000 3600 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.34 0.00 0.00 0.00 0.02 0.19 0.00 0.00 0.18 0.16 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: 0.63 0.00 0.15 0.00 7.7 0.0 1. 00 1. 00 7.7 0.0 A A 4 0 **** 0.63 0.54 10.7 1.00 10.7 B 14 0.00 0.00 0.00 0.00 0.0 0.0 1. 00 1. 00 0.0 0.0 A A 0 0 0.00 0.00 0.0 1.00 0.0 A 0 **** 0.04 0.37 0.54 0.52 51.3 24.6 1.00 1. 00 51.3 24.6 D C 2 14 0.00 0.00 0.0 1.00 0.0 A 0 **** 0.00 0.33 0.00 0.54 0.0 27.3 1. 00 1. 00 0.0 27.3 A C 0 14 0.33 0.49 26.9 1.00 26.9 C 11 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:17 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 3-1 ******************************************************************************** Intersection #2 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. 0 sec) 47 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.516 21. 5 C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 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: 2 0 1 1 0 2 0 1 1 0 2 0 2 1 0 2 0 4 0 1 ------------1---------------I 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 446 258 337 74 41 86 94 1097 231 206 1895 104 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: 446 258 337 74 41 86 94 1097 231 206 1895 104 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 469 272 355 78 43 91 99 1155 243 217 1995 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 469 272 355 78 43 91 99 1155 243 217 1995 109 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 Final Vol.: 469 272 355 78 43 91 99 1155 243 217 1995 109 ------------1---------------1 1---------------I 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 1.00 1.00 2.00 1.00 1.00 2.00 2.43 0.57 2.00 4.00 1.00 Final Sat.: 3600 2000 1800 3600 2000 1800 3600 4862 1024 3600 8000 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.13 0.14 0.20 0.02 0.02 0.05 0.03 0.24 0.24 0.06 0.25 0.06 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: 0.31 0.38 0.43 0.36 28.0 22.2 1. 00 1. 00 28.0 22.2 C C 9 10 **** 0.38 0.52 24.2 1.00 24.2 C 13 **** 0.04 0.12 0.52 0.18 50.0 39.9 1. 00 1. 00 50.0 39.9 D D 2 2 0.12 0.43 41. 9 1.00 41. 9 D 4 **** 0.06 0.46 0.48 0.52 47.5 19.3 1.00 1. 00 47.5 19.3 D B 3 15 0.46 0.52 19.3 1.00 19.3 B 14 **** 0.12 0.52 0.52 0.48 42.6 15.5 1. 00 1. 00 42.6 15.5 D B 5 14 0.56 0 .11 10.3 1.00 10.3 B 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:17 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 4-1 ******************************************************************************** Intersection #3 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4.0 sec) 86 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.734 23.4 C ******************************************************************************** Street Name: College Blvd Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 1 2 0 0 1 1 2 0 3 0 1 2 0 3 0 1 ------------1---------------1 1---------------I 1---------------1 1---------------1 Volume Module: Base Vol: 260 700 214 0 116 485 1120 1420 64 61 903 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: 260 700 214 0 116 485 1120 1420 64 61 903 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 274 737 225 0 122 511 1179 1495 67 64 951 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 274 737 225 0 122 511 1179 1495 67 64 951 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 Final Vol.: 274 737 225 0 122 511 1179 1495 67 64 951 0 ------------1---------------I 1---------------I 1---------------1 1---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 2.00 1.00 2.00 0.35 1.65 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3600 4000 1800 3600 708 2962 3600 6000 1800 3600 6000 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.18 0.13 0.00 0.17 0.17 0.33 0.25 0.04 0.02 0.16 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.10 0.34 0.73 0.54 50.9 27.3 1. 00 1. 00 50.9 27.3 D C 7 14 0.34 0.37 25.4 1.00 25.4 C 9 **** 0.00 0.23 0.00 0.73 0.0 38.7 1. 00 1. 00 0.0 38.7 A D 0 15 0.68 0.25 6.2 1.00 6.2 A 6 **** 0.45 0.62 0.73 0.40 24.6 9.8 1.00 1. 00 24.6 9.8 C A 20 11 0. 72 0.05 4 .1 1.00 4 .1 A 1 **** 0.04 0.22 0.40 0.73 48.2 38.8 1. 00 1. 00 48.2 38.8 D D 2 14 0.00 0.00 0.0 1.00 0.0 A 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:17 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 5-1 ******************************************************************************** Intersection #4 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. 0 sec) 127 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.820 30.3 C ******************************************************************************** Street Name: College Blvd Faraday Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 231 1085 417 460 727 269 240 191 98 205 325 179 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: 231 1085 417 460 727 269 240 191 98 205 325 179 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 243 1142 439 484 765 283 253 201 103 216 342 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 243 1142 439 484 765 283 253 201 103 216 342 188 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 Final Vol.: 243 1142 439 484 765 283 253 201 103 216 342 188 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 1.40 0.60 2.00 1.42 0.58 1.00 1.27 0.73 1.00 1.24 0.76 Final Sat.: 3600 2803 1077 3600 2834 1049 1800 2547 1307 1800 2481 1367 ------------1---------------1 1---------------I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.41 0.41 0.13 0.27 0.27 0.14 0.08 0.08 0.12 0.14 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.50 0.50 0.16 0.53 0.70 0 .17 0.13 0.27 0.20 0.17 0.33 Volume/Cap: 0.51 0.82 0.82 0.82 0.51 0.39 0.82 0.59 0.30 0.59 0.82 0.42 Delay/Veh: 41. 3 24.3 24.3 49.3 15.4 6.3 55.8 42.4 29.3 38.4 48.3 26.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41. 3 24.3 24.3 49.3 15.4 6.3 55.8 42.4 29.3 38.4 48.3 26.1 LOS by Move: D C C D B A E D C D D C DesignQueue: 6 26 23 12 15 9 12 8 6 10 13 10 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:18 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Page 6-1 ******************************************************************************** Intersection #5 ******************************************************************************** Average Delay (sec/veh): OVERFLOW Worst Case Level Of Service: F[xxxxx] ******************************************************************************** Street Name: College Blvd Salk Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 874 364 1053 1341 0 0 0 0 80 0 59 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: 0 874 364 1053 1341 0 0 0 0 80 0 59 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 920 383 1108 1412 0 0 0 0 84 0 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 920 383 1108 1412 0 0 0 0 84 0 62 ------------1---------------I 1---------------1 1---------------1 1---------------1 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1303 xxxx xxxxx xxxx xxxx xxxxx 3843 xxxx 920 Potent Cap.: xxxx xxxx xxxxx 538 xxxx xxxxx xxxx xxxx xxxxx 4 xxxx 331 Move Cap.: xxxx xxxx xxxxx 538 xxxx xxxxx xxxx xxxx xxxxx O xxxx 331 Volume/Cap: xxxx xxxx xxxx 2.06 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.19 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 76.7 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.7 Control Del:xxxxx xxxx xxxxx 501.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 18.4 LOS by Move: * * * F * * * * * * * 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 xxxxxx xxxxxx ApproachLOS: * * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:18 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 7-1 ******************************************************************************** Intersection #6 ******************************************************************************** Cycle (sec) : Loss Time (sec): Optimal Cycle: 100 O (Y+R=4. O sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 1.008 45.9 D ******************************************************************************** Street Name: El Camino Real College Blvd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 O Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 1 1 0 2 0 1 1 O ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 593 1449 745 8 1726 825 341 524 67 688 812 19 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: 593 1449 745 8 1726 825 341 524 67 688 812 19 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 624 1525 784 8 1817 0 359 552 71 724 855 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 624 1525 784 8 1817 0 359 552 71 724 855 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 624 1525 784 8 1817 0 359 552 71 724 855 20 ------------1---------------1 1---------------I 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 1.75 0.25 2.00 1.95 0.05 Final Sat.: 1800 6000 1800 1800 6000 1800 3600 3502 448 3600 3899 91 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.35 0.25 0.44 0.00 0.30 0.00 0.10 0.16 0.16 0.20 0.22 0.22 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.34 0.63 1.01 0.40 71.0 9.1 1. 00 1. 00 71.0 9.1 E A 25 11 0.83 0.52 2.8 1.00 2.8 A 8 **** 0.01 0.30 0.40 1.01 61.2 58.2 1. 00 1. 00 61.2 58.2 E E 0 26 0.00 0.00 0.0 1.00 0.0 A 0 **** 0.11 0.16 0.90 1.01 66.0 80.5 1. 00 1. 00 66.0 80.5 E F 9 15 0.16 1.01 80.5 1.00 80.5 F 14 **** 0.20 0.24 1.01 0.90 75.7 47.4 1. 00 1. 00 75.7 47.4 E D 17 20 0.24 0.90 47.4 1.00 47.4 D 18 ********************************~*********************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:18 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 8-1 ******************************************************************************** Intersection #7 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4.0 sec) 82 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.721 28.0 C ******************************************************************************** Street Name: El Camino Real Tamarack Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------I 1---------------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: 1 0 3 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 1 0 ------------1---------------I 1---------------I 1---------------I 1---------------1 Volume Module: Base Vol: 192 1696 90 38 1410 4 38 143 4 64 345 128 24 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: 192 1696 90 38 1410 4 38 143 4 64 345 128 24 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 202 1785 95 40 1484 4 40 151 488 363 135 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 1785 95 40 1484 4 40 151 488 363 135 25 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 Final Vol.: 202 1785 95 40 1484 4 40 151 488 363 135 25 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 3.00 1.00 1.00 2.99 0.01 1.00 1.00 1.00 1.00 1.66 0.34 Final Sat.: 1800 6000 1800 1800 5981 17 1800 2000 1800 1800 3310 621 ------------1---------------1 1---------------I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.30 0.05 0.02 0.25 0.25 0.02 0.08 0.27 0.20 0.04 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.46 0.46 0.03 0.34 0.34 0.18 0.22 0.38 0.28 0.32 0.32 Volume/Cap: 0. 72 0.64 0 .11 0.64 0. 72 0. 72 0.13 0.34 0. 72 0. 72 0 .13 0 .13 Delay/Veh: 49.0 20.9 15.2 67.8 29.9 29.9 34.8 33.3 30.5 37.6 23.9 23.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49. 0 20.9 15.2 67.8 29.9 29.9 34.8 33.3 30.5 37.6 23.9 23.9 LOS by Move: D C B E C C C C C D C C DesignQueue: 10 19 3 2 19 17 2 7 18 15 3 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:18 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 9-1 ******************************************************************************** Intersection #8 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4.0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.873 30.6 C ******************************************************************************** Street Name: El Camino Real Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 2 2 0 3 0 1 2 0 2 1 0 2 0 3 0 2 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 1 2005 615 709 638 392 231 908 22 384 1406 1306 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 2005 615 709 638 392 231 908 22 384 1406 1306 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 1 2111 647 746 672 413 243 956 23 404 1480 1375 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 2111 647 746 672 413 243 956 23 404 1480 1375 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 Final Vol.: 1 2111 647 746 672 413 243 956 23 404 1480 1375 ------------1---------------1 1---------------1 1---------------I 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 3.00 2.00 2.00 3.00 1.00 2.00 2.92 0.08 2.00 3.00 2.00 Final Sat.: 1800 6000 3600 3600 6000 1800 3600 5843 142 3600 6000 3600 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.18 0.21 0.11 0.23 0.07 0.16 0.16 0.11 0.25 0.38 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.00 0.40 0.25 0.87 79.6 31.3 1. 00 1. 00 79.6 31.3 E C 0 26 0.55 0.33 12.5 1.00 12.5 B 8 **** 0.24 0.64 0.87 0.18 46.6 7.4 1. 00 1. 00 46.6 7.4 D A 17 5 0. 72 0.32 5.4 1.00 5.4 A 7 **** 0.08 0.21 0.87 0.77 70.4 39.8 1. 00 1. 00 70.4 39.8 E D 6 15 0.21 0.77 39.8 1.00 39.8 D 13 **** 0.15 0.28 0.77 0.87 47.7 39.5 1. 00 1. 00 47.7 39.5 D D 10 21 0.52 0.73 20.2 1.00 20.2 C 20 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:18 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 10-1 ******************************************************************************** Intersection #9 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 O (Y+R=4. 0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.912 31. 8 C ******************************************************************************** Street Name: El Camino Real Faraday Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 1 1 1 1 0 2 0 1 ------------1---------------1 1---------------I 1---------------1 1---------------1 Volume Module: Base Vol: 796 2462 175 912 1443 197 71 292 207 61 524 522 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: 796 2462 175 912 1443 197 71 292 207 61 524 522 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 838 2592 184 960 1519 207 75 307 218 64 552 549 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 O Reduced Vol: 838 2592 184 960 1519 207 75 307 218 64 552 549 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 Final Vol.: 838 2592 184 960 1519 207 75 307 218 64 552 549 ------------1---------------1 1---------------I 1---------------I 1---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 2.78 0.22 2.00 2.60 0.40 1.00 1.68 1.32 1.00 2.00 1.00 Final Sat.: 3600 5561 395 3600 5210 711 1800 3356 2379 1800 4000 1800 ------------1--------------.1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.23 0.47 0.47 0.27 0.29 0.29 0.04 0.09 0.09 0.04 0.14 0.31 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.36 0.51 0.65 0.91 28.2 27.1 1. 00 1. 00 28.2 27.1 C C 16 29 0.51 0.91 27.1 1.00 27.1 C 26 **** 0.29 0.45 0.91 0.65 45.9 22.2 1. 00 1. 00 45.9 22.2 D C 20 20 **** 0.45 0.05 0.14 0.65 0.91 0.65 22.2 118.0 42.4 1.00 1.00 1.00 22.2 118.0 42.4 C 17 F 4 D 9 0.50 0.18 13. 9 1.00 13.9 B 5 0.06 0.65 60.2 1.00 60.2 E 3 **** 0.15 0.91 60.0 1.00 60.0 E 14 0.44 0.69 24.8 1.00 24.8 C 18 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:18 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 11-1 ******************************************************************************** Intersection #10 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 O (Y+R=4. 0 sec) 66 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.657 22.0 C ******************************************************************************** Street Name: El Camino Real Cannon Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 O 2 l 1 1 0 3 0 1 2 0 1 1 0 2 0 1 1 0 ------------1---------------1 I ---------------1 1---------------I 1---------------I Volume Module: Base Vol: 84 1619 87 136 2166 320 209 276 144 254 497 123 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: 84 1619 87 136 2166 320 209 276 144 254 497 123 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 88 1704 92 143 2280 337 220 291 152 267 523 129 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 1704 92 143 2280 337 220 291 152 267 523 129 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 Final Vol.: 88 1704 92 143 2280 337 220 291 152 267 523 129 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 1.27 0.73 2.00 1.57 0.43 Final Sat.: 1800 6000 1800 1800 6000 1800 3600 2532 1321 3600 3137 776 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.28 0.05 0.08 0.38 0.19 0.06 0.11 0.11 0.07 0.17 0.17 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.07 0.51 0.66 0.56 56.3 17.0 1. 00 1. 00 56.3 17.0 E B 5 17 0.65 0.08 6.6 1.00 6. 6 A 2 **** 0.14 0.58 0.56 0.66 42.6 14.8 1.00 1. 00 42.6 14.8 D B 7 20 0. 67 0.28 6.8 1.00 6.8 A 6 **** 0.09 0.21 0.66 0.54 48.5 36.0 1. 00 1. 00 48.5 36.0 D D 6 10 0.21 0.54 36.0 1.00 36.0 D 9 **** 0.14 0.25 0.54 0.66 41.6 35.0 1. 00 1. 00 41.6 35.0 D D 7 14 0.25 0.66 35.0 1.00 35.0 D 13 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:18 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 12-1 ******************************************************************************** Intersection #11 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 O (Y+R=4. O sec) 49 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.537 22.7 C ******************************************************************************** Street Name: College Blvd Cannon Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------I 1---------------I 1---------------I 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 2 0 1 2 O 2 O 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 74 931 520 34 810 331 210 384 22 584 504 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: 74 931 520 34 810 331 210 384 22 584 504 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 78 980 547 36 853 348 221 404 23 615 531 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 980 547 36 853 348 221 404 23 615 531 36 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 Final Vol.: 78 980 547 36 853 348 221 404 23 615 531 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1800 4000 1800 1800 4000 1800 3600 4000 1800 3600 4000 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.25 0.30 0.02 0.21 0.19 0.06 0.10 0.01 0.17 0.13 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.46 0.77 0.04 0.41 0.57 0.16 0.19 0.19 0.32 0.35 0.35 Volume/Cap: 0.52 0.54 0.39 0.54 0.52 0.34 0.38 0.54 0.07 0.54 0.38 0.06 Delay/Veh: 47.1 19.9 3.8 55.7 22.4 11. 6 38.0 37.4 33.5 28.5 24.8 21. 8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.1 19.9 3.8 55.7 22.4 11. 6 38.0 37.4 33.5 28.5 24.8 21. 8 LOS by Move: D B A E C B D D C C C C DesignQueue: 4 16 7 2 15 9 5 9 1 12 10 1 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:18 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report Page 13-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 ******************************************************************************** Cycle (sec) : Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. 0 sec) 77 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.704 21.1 C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 O Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 2 0 1 2 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 494 2667 734 131 936 46 71 235 192 425 256 303 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: 494 2667 734 131 936 46 71 235 192 425 256 303 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 520 2807 773 138 985 48 75 247 202 447 269 319 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 O Reduced Vol: 520 2807 773 138 985 48 75 247 202 447 269 319 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 Final Vol.: 520 2807 773 138 985 48 75 247 202 447 269 319 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 3.00 1.00 2.00 2.84 0.16 2.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 3600 6000 1800 3600 5689 280 3600 4000 1800 3600 2000 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.47 0.43 0.04 0.17 0.17 0.02 0.06 0.11 0.12 0.13 0.18 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.33 0.66 0.44 0.70 26. 7 11.2 1. 00 1. 00 26. 7 11.2 C B 10 20 0.66 0.65 11.1 1.00 11.1 B 16 **** 0.05 0.39 0.70 0.44 57.5 22.5 1. 00 1. 00 57.5 22.5 E C 4 12 0.39 0.44 22.5 1.00 22.5 C 11 **** 0.03 0.09 0.70 0.66 67.3 48.2 1.00 1. 00 67.3 48.2 E D 2 6 0.42 0.27 19.1 1.00 19.1 B 7 0.19 0.25 0.66 0.54 40.1 32.9 1. 00 1. 00 40.1 32.9 D C 10 12 **** 0.25 0.70 36.8 1.00 36.8 D 14 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:18 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 14-1 ******************************************************************************** Intersection #13 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 O (Y+R=4. 0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 1.007 52.1 D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------I 1---------------1 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 2 1 0 2 0 3 0 1 2 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 213 2438 33 96 925 687 964 135 140 45 227 447 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: 213 2438 33 96 925 687 964 135 140 45 227 447 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 224 2566 35 101 974 723 1015 142 147 47 239 471 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 224 2566 35 101 974 723 1015 142 147 47 239 471 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 Final Vol.: 224 2566 35 101 974 723 1015 142 147 47 239 471 ------------1---------------1 1---------------I 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 2.96 0.04 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3600 5911 80 3600 6000 1800 3600 4000 1800 1800 4000 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.43 0.43 0.03 0.16 0.40 0.28 0.04 0.08 0.03 0.06 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.43 0.43 0.03 0.40 0.40 0.28 0.41 0.41 0.13 0.26 0.26 Volume/Cap: 1.01 1.00 1.00 1.00 0.41 1.01 1. 01 0.09 0.20 0.20 0.23 1. 01 Delay/Veh: 109.1 46.9 46.9 139.2 21. 7 65.5 66.2 18.2 19.2 39.2 29.3 80.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 109.1 46.9 46.9 139.2 21. 7 65.5 66.2 18.2 19.2 39.2 29.3 80.5 LOS by Move: F D D F C E E B B D C F DesignQueue: 6 31 28 3 11 27 22 2 5 2 5 21 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:18 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 15-1 ******************************************************************************** Intersection #14 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. 0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 1.061 50.6 D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I---------------I I---------------I I ---------------1 I---------------I Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------1---------------1 1---------------I I ---------------1 1---------------1 Volume Module: Base Vol: 551 1691 502 189 422 656 728 1096 159 70 1729 215 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: 551 1691 502 189 422 656 728 1096 159 70 1729 215 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 580 1780 528 199 444 691 766 1154 167 74 1820 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 580 1780 528 199 444 691 766 1154 167 74 1820 226 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 Final Vol.: 580 1780 528 199 444 691 766 1154 167 74 1820 226 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3600 8000 1800 3600 6000 1800 3600 6000 1800 3600 6000 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.16 0.22 0.29 0.06 0.07 0.38 0.21 0.19 0.09 0.02 0.30 0.13 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.15 0.43 1.06 0.52 98.1 21.3 1.00 1. 00 98.1 21.3 F C 14 15 0.47 0.62 21. 0 1.00 21. 0 C 17 0.09 0.36 0.64 0.20 48.6 22.1 1. 00 1. 00 48.6 22.1 D C 5 5 **** 0.36 1.06 84.5 1.00 84.5 F 27 **** 0.20 0.44 1.06 0.44 90.8 19.5 1. 00 1. 00 90.8 19.5 F B 18 13 0.44 0.21 17.4 1.00 17.4 B 5 **** 0.05 0.29 0.44 1.06 48.2 75.7 1. 00 1. 00 48.2 75.7 D E 2 26 0. 29 0.44 29.8 1.00 29.8 C 9 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj am Wed Apr 23, 2008 03:19:18 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 16-1 ******************************************************************************** Intersection #15 ******************************************************************************** Cycle ( sec) : Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. 0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 1. 012 34.1 C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------I 1---------------I 1---------------I 1---------------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 O 3 0 1 1 0 3 O 1 2 0 2 0 1 2 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 261 1721 269 0 1124 1147 492 256 302 29 171 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: 261 1721 269 0 1124 1147 492 256 302 29 171 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 275 1812 283 0 1183 1207 518 269 318 31 180 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 275 1812 283 0 1183 1207 518 269 318 31 180 7 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 Final Vol.: 275 1812 283 0 1183 1207 518 269 318 31 180 7 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1800 6000 1800 1800 6000 1800 3600 4000 1800 3600 4000 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.15 0.30 0.16 0.00 0.20 0.67 0.14 0.07 0.18 0.01 0.05 0.00 Crit Moves: **** Green/Cycle: 0.15 Volume/Cap: 1.01 Delay/Veh: 100.3 User DelAdj: 1.00 AdjDel/Veh: 100.3 LOS by Move: F DesignQueue: 13 0.81 0.37 2.5 1.00 2.5 A 7 0.81 0.19 2.1 1.00 2 .1 A 3 0.00 0.00 o.o 1.00 0.0 A 0 0.66 0.30 7 .1 1.00 7.1 A 8 **** 0.66 1.01 46.0 1.00 46.0 D 27 **** 0.14 0.18 1.01 0.38 85.8 36.6 1. 00 1. 00 85.8 36.6 F D 13 6 **** 0.18 0.01 0.04 0.99 0.99 1.01 89.0 208.4 119 1.00 1.00 1.00 89.0 208.4 119 F 15 F 1 F 5 0.04 0.09 46. 3 1.00 46. 3 D 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Wed Apr 23, 2008 03:19:54 Ventana Real (Lots 1-4) Year 2020 Analysis Scenario Report 2020 with proj pm Default Command 2020 with proj pm 2020 geometry Default Impact Fee Default Trip Generation Default Trip Distribution Default Paths Default Routes Default Configuration Page 1-1 Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 2-1 ******************************************************************************** Intersection #1 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 O (Y+R=4. O sec) 39 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.421 12.9 B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 2 0 0 0 0 0 2 0 3 0 0 0 0 3 0 2 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 93 0 413 0 0 0 175 1200 0 0 1419 470 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: 93 0 413 0 0 0 175 1200 0 0 1419 470 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 98 0 435 0 0 0 184 1263 0 0 1494 495 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 0 435 0 0 0 184 1263 0 0 1494 495 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 Final Vol.: 98 0 435 0 0 0 184 1263 0 0 1494 495 ------------1---------------I I---------------I I---------------I I ---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 2.00 Final Sat.: 1800 0 3600 0 0 0 3600 6000 0 0 6000 3600 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.00 0.12 0.00 0.00 0.00 0.05 0.21 0.00 0.00 0.25 0.14 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: 0.29 0.00 0.19 0.00 27.1 0.0 1. 00 1. 00 27.1 0.0 C A 4 0 **** 0.29 0.42 29.2 1.00 29.2 C 9 0.00 0.00 0.0 1.00 0.0 A 0 0.00 0.00 0.0 1.00 0.0 A 0 0.00 0.00 0.0 1.00 0.0 A 0 **** 0.12 0.42 41. 3 1.00 41. 3 D 5 0. 71 0.30 5.3 1.00 5.3 A 7 0.00 0.00 0.0 1.00 0.0 A 0 **** 0.00 0.59 0.00 0.42 0.0 11.2 1. 00 1. 00 0.0 11.2 A B 0 12 0.59 0.23 9.7 1.00 9.7 A 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report Page 3-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 O (Y+R=4.0 sec) 60 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.621 24.8 C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 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: 2 0 1 1 0 2 0 1 1 0 2 0 2 1 0 2 0 4 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 178 137 142 213 457 238 373 1505 143 229 853 569 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: 178 137 142 213 457 238 373 1505 143 229 853 569 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 187 144 149 224 481 251 393 1584 151 241 898 599 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 144 149 224 481 251 393 1584 151 241 898 599 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 Final Vol.: 187 144 149 224 481 251 393 1584 151 241 898 599 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 1.00 1.00 2.00 1.27 0.73 2.00 2.71 0.29 2.00 4.00 1.00 Final Sat.: 3600 2000 1800 3600 2534 1320 3600 5427 516 3600 8000 1800 ------------1---------------I 1---------------I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.07 0.08 0.06 0.19 0.19 0.11 0.29 0.29 0.07 0.11 0.33 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.08 0.22 0.62 0.32 48.2 32.8 1. 00 1. 00 48.2 32.8 D C 5 6 0.22 0.37 33.3 1.00 33.3 C 7 **** 0.17 0.31 0.37 0.62 37.4 30.8 1. 00 1.00 37.4 30.8 D C 5 15 0.31 0. 62 30.8 1.00 30.8 C 14 **** 0.18 0.50 0.62 0.59 40.1 18.2 1. 00 1. 00 40.1 18.2 D B 9 18 0.50 0.59 18.2 1.00 18.2 B 16 0.11 0.44 0.59 0.26 44.3 18.0 1. 00 1. 00 44.3 18.0 D B 6 7 **** 0.60 0.55 12.5 1.00 12.5 B 14 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (C) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 4-1 ******************************************************************************** Intersection #3 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4.0 sec) 107 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.787 29.0 C ******************************************************************************** Street Name: College Blvd Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 O O O O O Lanes: 2 0 2 0 1 2 0 0 1 1 2 0 3 0 1 2 0 3 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 60 164 41 63 756 840 424 615 237 318 1146 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: 60 164 41 63 756 840 424 615 237 318 1146 O 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 63 173 43 66 796 884 446 647 249 335 1206 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 173 43 66 796 884 446 647 249 335 1206 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 Final Vol.: 63 173 43 66 796 884 446 647 249 335 1206 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 2.00 1.00 2.00 0.90 1.10 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3600 4000 1800 3600 1790 1989 3600 6000 1800 3600 6000 1800 ------------1---------------1 1---------------I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.04 0.02 0.02 0.44 0.44 0.12 0.11 0.14 0.09 0.20 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.02 0.41 0.79 0.10 87.7 18.1 1. 00 1. 00 87.7 18.1 F B 2 3 0.41 0.06 17.8 1.00 17.8 B 1 **** 0.18 0.56 0.10 0.79 34.7 19.1 1.00 1. 00 34.7 19.1 C B 2 25 0.72 0.62 7.4 1.00 7.4 A 14 **** 0.16 0.23 0.79 0.46 47.7 33.2 1.00 1. 00 47.7 33.2 D C 11 9 0.26 0.54 33.5 1.00 33.5 C 11 **** 0.18 0.26 0.52 0.79 37.9 37.5 1. 00 1. 00 37.9 37.5 D D 8 18 0.00 0.00 0.0 1.00 0.0 A 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 5-1 ******************************************************************************** Intersection #4 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 O (Y+R=4.0 sec) 78 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.706 29.5 C ******************************************************************************** Street Name: College Blvd Faraday Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 101 750 231 156 980 194 293 195 211 443 106 389 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: 101 750 231 156 980 194 293 195 211 443 106 389 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 106 789 243 164 1032 204 308 205 222 466 112 409 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 106 789 243 164 1032 204 308 205 222 466 112 409 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 Final Vol.: 106 789 243 164 1032 204 308 205 222 466 112 409 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 1.49 0.51 2.00 1.64 0.36 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 3600 2980 918 3600 3279 649 1800 2000 1800 1800 2000 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.26 0.26 0.05 0.31 0.31 0.17 0.10 0.12 0.26 0.06 0.23 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.04 0.42 0.71 0.64 61.5 24.1 1. 00 1. 00 61.5 24.1 E C 3 19 0.42 0.64 24.1 1.00 24.1 C 17 **** 0.07 0.45 0. 64 0. 71 50.4 23.8 1. 00 1. 00 50.4 23.8 D C 4 21 0.69 0.45 6.9 1.00 6.9 A 10 **** 0.25 0.15 0.69 0.71 38.6 44.5 1. 00 1. 00 38.6 44.5 D D 13 10 0.19 0.66 40.2 1.00 40.2 D 10 **** 0.37 0.26 0.71 0.21 30.5 28.7 1. 00 1. 00 30.5 28.7 C C 18 5 0.34 0.68 31. 0 1.00 31. 0 C 16 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Page 6-1 ******************************************************************************** Intersection #5 ******************************************************************************** Average Delay (sec/veh): 2464.6 Worst Case Level Of Service: F[ll016.8] ******************************************************************************** Street Name: College Blvd Salk Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------I 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 2 0 0 0 0 0 0 0 1 O O O 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 1298 153 339 922 0 0 0 0 409 0 371 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 1298 153 339 922 0 0 0 0 409 0 371 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1366 161 357 971 0 0 0 0 431 0 391 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 1366 161 357 971 0 0 0 0 431 0 391 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1527 xxxx xxxxx xxxx xxxx xxxxx 2565 xxxx 1366 Potent Cap.: xxxx xxxx xxxxx 442 xxxx xxxxx xxxx xxxx xxxxx 29 xxxx 182 Move Cap.: xxxx xxxx xxxxx 442 xxxx xxxxx xxxx xxxx xxxxx 10 xxxx 182 Volume/Cap: xxxx xxxx xxxx 0.81 xxxx xxxx xxxx xxxx xxxx 44.85 xxxx 2.15 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 7.4 xxxx xxxxx xxxx xxxx xxxxx 55.5 xxxx 30.8 Control Del:xxxxx xxxx xxxxx 39.3 xxxx xxxxx xxxxx xxxx xxxxx 20488 xxxx 575.7 LOS by Move: * * * E * * * * * 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 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 xxxxxx xxxxxx ApproachLOS: * * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 7-1 ******************************************************************************** Intersection #6 ******************************************************************************** Cycle ( sec) : Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4.0 sec) 142 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.840 34.3 C ******************************************************************************** Street Name: El Camino Real College Blvd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------I 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 O Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 1 1 0 2 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 222 1344 279 59 1371 838 684 898 87 710 644 6 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: 222 1344 279 59 1371 838 684 898 87 710 644 6 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 234 1415 294 62 1443 0 720 945 92 747 678 6 Reduct Vol: 0 0 0 0 0 0 0 O O O O O Reduced Vol: 234 1415 294 62 1443 0 720 945 92 747 678 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 234 1415 294 62 1443 0 720 945 92 747 678 6 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 1.81 0.19 2.00 1.98 0.02 Final Sat.: 1800 6000 1800 1800 6000 1800 3600 3611 350 3600 3959 37 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.13 0.24 0.16 0.03 0.24 0.00 0.20 0.26 0.26 0.21 0.17 0.17 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.15 0.38 0.84 0.61 60.8 25.3 1. 00 1. 00 60.8 25.3 E C 11 17 0.63 0.26 8.2 1.00 8.2 A 6 **** 0.06 0.29 0.61 0.84 56.7 37.4 1. 00 1. 00 56.7 37.4 E D 3 20 0.00 0.00 0.0 1.00 0.0 A 0 **** 0.30 0.31 0.66 0.84 32.1 37.4 1. 00 1. 00 32.1 37.4 C D 15 22 0.31 0.84 37.4 1.00 37.4 D 19 **** 0.25 0.26 0.84 0.66 42.9 34.9 1. 00 1. 00 42.9 34.9 D C 16 15 0.26 0.66 34.9 1.00 34.9 C 13 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 8-1 ******************************************************************************** Intersection #7 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4.0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0. 969 41. 0 D ******************************************************************************** Street Name: El Camino Real Tamarack Ave Approach: North Bound South Bound East Bound West Bound Movement : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 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: 1 0 3 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 720 785 320 52 1676 38 5 154 164 283 113 21 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: 720 785 320 52 1676 38 5 154 164 283 113 21 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 758 826 337 55 1764 40 5 162 173 298 119 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 758 826 337 55 1764 40 5 162 173 298 119 22 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 Final Vol.: 758 826 337 55 1764 40 5 162 173 298 119 22 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 3.00 1.00 1.00 2.93 0.07 1.00 1.00 1.00 1.00 1.66 0.34 Final Sat.: 1800 6000 1800 1800 5852 133 1800 2000 1800 1800 3315 616 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.42 0.14 0.19 0.03 0.30 0.30 0.00 0.08 0.10 0.17 0.04 0.04 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.43 0.64 0.97 0.21 52.3 7.5 1. 00 1. 00 52.3 7.5 D A 27 6 0.64 0.29 8.1 1.00 8.1 A 7 **** 0.10 0.31 0.29 0.97 42.2 48.2 1. 00 1. 00 42.2 48.2 D D 3 25 0.31 0.97 48.2 1.00 48.2 D 22 **** 0.02 0.08 0.15 0.97 50.3 106 1.00 1. 00 50.3 106 D F 0 8 0.52 0.19 12.9 1.00 12.9 B 5 **** 0.17 0.24 0.97 0.15 84.0 30.4 1. 00 1. 00 84.0 30.4 F C 14 3 0.24 0.15 30.4 1.00 30.4 C 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 9-1 ******************************************************************************** Intersection #8 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4.0 sec) 148 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.846 29.4 C ******************************************************************************** Street Name: El Camino Real Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 O O O Lanes: 1 0 3 0 2 2 0 3 0 1 2 0 2 1 0 2 0 3 0 2 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 20 588 192 1132 1551 136 310 895 3 869 725 859 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: 20 588 192 1132 1551 136 310 895 3 869 725 859 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 21 619 202 1192 1633 143 326 942 3 915 763 904 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 619 202 1192 1633 143 326 942 3 915 763 904 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 Final Vol.: 21 619 202 1192 1633 143 32 6 942 3 915 763 904 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 3.00 2.00 2.00 3.00 1.00 2.00 2.99 0.01 2.00 3.00 2.00 Final Sat.: 1800 6000 3600 3600 6000 1800 3600 5978 20 3600 6000 3600 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.06 0.33 0.27 0.08 0.09 0.16 0.16 0.25 0.13 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.02 0.12 0.42 0.39 0.49 0.69 0.20 0.19 0.19 0.30 0.28 0.68 Volume/Cap: 0.55 0.85 0.13 0.85 0.55 0 .11 0.45 0.85 0.85 0.85 0.45 0.37 Delay/Veh: 64.9 52.0 17.7 32.6 17.9 5.1 35.4 45.4 45.4 39.1 29.5 7 .1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.9 52.0 17.7 32. 6 17.9 5.1 35.4 45.4 45.4 39.1 29.5 7.1 LOS by Move: E D B C B A D D D D C A DesignQueue: 1 10 3 22 17 2 7 15 13 19 10 9 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report Page 10-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. 0 sec) 117 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.805 26.1 C ******************************************************************************** Street Name: El Camino Real Faraday Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 1 1 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 162 1542 36 391 2156 216 89 406 504 65 284 684 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: 162 1542 36 391 2156 216 89 406 504 65 284 684 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 171 1623 38 412 2269 227 94 427 531 68 299 720 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 1623 38 412 2269 227 94 427 531 68 299 720 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 Final Vol.: 171 1623 38 412 2269 227 94 427 531 68 299 720 ------------1---------------1 1---------------I 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 2.92 0.08 2.00 2.70 0.30 1.00 1.26 1.74 1.00 2.00 1.00 Final Sat.: 3600 5848 137 3600 5399 541 1800 2522 3130 1800 4000 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.28 0.28 0.11 0.42 0.42 0.05 0.17 0.17 0.04 0.07 0.40 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.06 0.41 0.81 0.67 66.3 24.7 1. 00 1. 00 66.3 24.7 E C 5 20 0.41 0.67 24.7 1.00 24.7 C 18 **** 0.17 0.52 0.67 0.81 41.9 21.3 1. 00 1. 00 41.9 21.3 D C 10 25 0.52 0.81 21. 3 1.00 21. 3 C 22 **** 0.06 0.34 0.81 0.49 78.4 26.2 1. 00 1. 00 78.4 26.2 E C 5 13 0.40 0.42 21. 7 1.00 21. 7 C 11 0.08 0.35 0.49 0.21 47.1 22.6 1. 00 1. 00 47.1 22.6 D C 4 5 **** 0.52 0.76 22.6 1.00 22.6 C 21 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 11-1 ******************************************************************************** Intersection #10 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. 0 sec) 61 Critical Vol. /Cap. (X) : Average Delay (sec/veh): Level Of Service: 0.628 24.9 C ******************************************************************************** Street Name: El Camino Real Cannon Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------I 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 1 1 0 3 0 1 2 0 1 1 0 2 0 1 1 0 ------------1---------------I 1---------------I 1---------------1 1---------------1 Volume Module: Base Vol: 162 1592 151 171 1510 292 247 614 128 13 478 172 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: 162 1592 151 171 1510 292 247 614 128 13 478 172 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 171 1676 159 180 1589 307 260 646 135 14 503 181 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 1676 159 180 1589 307 260 646 135 14 503 181 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 Final Vol.: 171 1676 159 180 1589 307 260 64 6 135 14 503 181 ------------1---------------1 1---------------I 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 1.62 0.38 2.00 1.43 0.57 Final Sat.: 1800 6000 1800 1800 6000 1800 3600 3248 677 3600 2857 1028 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.28 0.09 0.10 0.26 0.17 0.07 0.20 0.20 0.00 0.18 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.45 0.45 0.16 0.45 0.56 0.12 0.39 0.39 0.01 0.28 0.28 Volume/Cap: 0.60 0.63 0.20 0.63 0.60 0.30 0.63 0.51 0.51 0.51 0.63 0.63 Delay/Veh: 42.4 21. 8 16.5 43.6 21.3 11. 8 45.3 23.7 23.7 65.3 32.6 32.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.4 21. 8 16.5 43.6 21. 3 11. 8 45.3 23.7 23.7 65.3 32.6 32.6 LOS by Move: D C B D C B D C C E C C DesignQueue: ******************************************************************************** 8 19 5 9 18 8 7 14 13 0 15 13 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 12-1 ******************************************************************************** Intersection #11 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. 0 sec) 54 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.575 22.0 C ******************************************************************************** Street Name: College Blvd Cannon Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------I 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------I---------------I 1---------------I 1---------------1 I---------------I Volume Module: Base Vol: 32 834 657 28 1014 239 177 487 87 550 502 44 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: 32 834 657 28 1014 239 177 487 87 550 502 44 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 34 878 692 29 1067 252 186 513 92 579 528 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 878 692 29 1067 252 186 513 92 579 528 46 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 Final Vol.: 34 878 692 29 1067 252 186 513 92 579 528 46 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1800 4000 1800 1800 4000 1800 3600 4000 1800 3600 4000 1800 ------------1---------------I 1---------------I 1---------------I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.22 0.38 0.02 0.27 0.14 0.05 0.13 0.05 0.16 0.13 0.03 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.03 0.46 0.57 0.47 60.9 18.7 1. 00 1. 00 60.9 18.7 E B 2 14 0.74 0.52 5.7 1.00 5.7 A 11 **** 0.03 0.46 0.48 0.57 53.3 20.0 1. 00 1. 00 53.3 20.0 D C 2 17 0.61 0.23 9.1 1.00 9.1 A 6 **** 0.14 0.22 0.37 0.57 39.3 35.5 1. 00 1. 00 39.3 35.5 D D 5 11 0.22 0.23 32.1 1.00 32 .1 C 4 **** 0.28 0.36 0.57 0.37 31. 7 23. 7 1. 00 1. 00 31. 7 23. 7 C C 12 10 0.36 0.07 21. 0 1.00 21. 0 C 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 13-1 ******************************************************************************** Intersection #12 ******************************************************************************** Cycle (sec) : Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. 0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.883 31.1 C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------I 1---------------1 1---------------1 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: 2 0 3 0 1 2 0 2 1 0 2 0 2 0 1 2 0 1 1 0 ------------1---------------I 1---------------I 1---------------1 1---------------1 Volume Module: Base Vol: 324 819 499 223 2466 88 53 504 487 508 313 58 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: 324 819 499 223 2466 88 53 504 487 508 313 58 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 341 862 525 235 2596 93 56 531 513 535 329 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 341 862 525 235 2596 93 56 531 513 535 329 61 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 Final Vol.: 341 862 525 235 2596 93 56 531 513 535 329 61 ------------1---------------1 1---------------1 1---------------1 1---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 3.00 1.00 2.00 2.89 0.11 2.00 2.00 1.00 2.00 1.66 0.34 Final Sat.: 3600 6000 1800 3600 5771 206 3600 4000 1800 3600 3317 615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.14 0.29 0.07 0.45 0.45 0.02 0.13 0.28 0.15 0.10 0.10 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0 .11 0. 50 0.88 0.29 64.6 14.4 1. 00 1. 00 64.6 14.4 E B 9 8 0.50 0.58 18.3 1.00 18.3 B 16 **** 0.11 0.51 0.58 0.88 44.2 25.3 1.00 1.00 44.2 25.3 D C 6 28 0.51 0.88 25.3 1.00 25.3 C 25 0.05 0.22 0.30 0.62 46.6 36.9 1. 00 1. 00 46.6 36.9 D D 1 12 **** 0.32 0.88 46.9 1.00 46.9 D 21 **** 0.17 0.33 0.88 0.30 55.0 24.9 1. 00 1. 00 55.0 24.9 D C 13 8 0.33 0.30 24.9 1.00 24.9 C 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:02 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 14-1 ******************************************************************************** Intersection #13 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. O sec) 114 Critical Vol. /Cap. (X): Average Delay (sec/veh): Level Of Service: 0.800 22.1 C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 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 2 1 0 2 0 3 0 1 2 0 2 0 1 1 O 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 195 1156 50 331 2282 878 624 254 125 37 112 80 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: 195 1156 50 331 2282 878 624 254 125 37 112 80 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 205 1217 53 348 2402 924 657 267 132 39 118 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 205 1217 53 348 2402 924 657 267 132 39 118 84 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 Final Vol.: 205 1217 53 348 2402 924 657 267 132 39 118 84 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 2.86 0.14 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3600 5725 248 3600 6000 1800 3600 4000 1800 1800 4000 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.21 0.21 0.10 0.40 0.51 0.18 0.07 0.07 0.02 0.03 0.05 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.07 0.49 0.80 0.43 61.9 16.6 1. 00 1. 00 61.9 16.6 E B 5 13 0.49 0.43 16.6 1.00 16.6 B 11 0.22 0.64 0.43 0.62 33.8 11.0 1.00 1.00 33.8 11.0 C B 8 18 **** 0.64 0.80 17.2 1.00 17.2 B 21 **** 0.23 0.22 0.80 0.30 42.0 32.7 1. 00 1. 00 42.0 32.7 D C 15 6 0.22 0.33 33.2 1.00 33.2 C 6 0.07 0.06 0.33 0.50 46.3 47.4 1. 00 1. 00 46.3 47.4 D D 2 3 **** 0.06 0.80 80.3 1.00 80.3 F 4 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:03 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report Page 15-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. 0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.922 35.5 D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Rights: Min. Green: Protected Ovl 0 0 0 Protected Include 0 0 0 Protected Include 0 0 0 Protected Include 0 0 0 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 223 585 158 106 1590 729 351 1436 238 609 1314 61 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: 223 585 158 106 1590 729 351 1436 238 609 1314 61 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 235 616 166 112 1674 767 369 1512 251 641 1383 64 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 235 616 166 112 1674 767 369 1512 251 641 1383 64 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 Final Vol.: 235 616 166 112 1674 767 369 1512 251 641 1383 64 ------------1---------------I 1---------------I 1---------------I 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3600 8000 1800 3600 6000 1800 3600 6000 1800 3600 6000 1800 ------------1---------------1 1---------------I 1---------------I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.08 0.09 0.03 0.28 0.43 0.10 0.25 0.14 0.18 0.23 0.04 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.07 0.38 0.92 0.20 82.2 20.8 1. 00 1. 00 82.2 20.8 F C 6 5 0.57 0.16 10.1 1.00 10.1 B 4 0.15 0.46 0.20 0.60 37.2 20.4 1. 00 1. 00 37.2 20.4 D C 3 18 **** 0.46 0.92 40.6 1.00 40.6 D 26 **** 0.14 0.27 0. 71 0. 92 45.5 44.3 1. 00 1. 00 45.5 44.3 D D 9 22 0.27 0.51 31. 6 1.00 31. 6 C 10 **** 0.19 0.32 0. 92 0. 71 57.3 31.1 1. 00 1. 00 57.3 31.1 E C 15 19 0.32 0 .11 23.9 1.00 23.9 C 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING 2020 with proj pm Wed Apr 23, 2008 03:20:03 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 16-1 ******************************************************************************** Intersection *15 ******************************************************************************** Cycle (sec) : Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4.0 sec) 84 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.730 27.2 C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 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 3 0 1 1 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 117 1080 13 3 1710 528 946 107 138 382 289 125 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: 117 1080 13 3 1710 528 946 107 138 382 289 125 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 123 1137 14 3 1800 556 996 113 145 402 304 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 1137 14 3 1800 556 996 113 145 402 304 132 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 Final Vol.: 123 1137 14 3 1800 556 996 113 145 402 304 132 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1800 6000 1800 1800 6000 1800 3600 4000 1800 3600 4000 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.19 0.01 0.00 0.30 0.31 0.28 0.03 0.08 0.11 0.08 0.07 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.09 0.51 0.73 0.37 59.0 14.8 1. 00 1. 00 59.0 14.8 E B 6 11 0.51 0.01 12.0 1.00 12.0 B 0 0.00 0.42 0.37 0.71 74.7 24.7 1.00 1.00 74.7 24.7 E C 0 21 **** 0.42 0.73 27.7 1.00 27.7 C 19 **** 0.38 0.20 0.73 0.14 28.7 32.8 1. 00 1.00 28.7 32.8 C C 18 3 0.20 0.40 35.3 1.00 35.3 D 7 **** 0.28 0.10 0.40 0.73 29.4 49.9 1. 00 1. 00 29.4 49.9 C D 8 8 0.10 0.70 54.6 1.00 54.6 D 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING MITIG8 -2020 with proj am Wed Apr 23, 2008 03:14:59 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 1-1 ******************************************************************************** Intersection #5 ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4.0 sec) 123 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.815 18.0 B ******************************************************************************** Street Name: College Blvd Salk Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------I 1---------------1 1---------------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: 0 0 1 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 874 364 1053 1341 0 0 0 0 80 o 59 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: 0 874 364 1053 1341 0 0 0 0 80 0 59 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 920 383 1108 1412 0 0 0 0 84 0 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 920 383 1108 1412 0 0 0 0 84 0 62 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 Final Vol.: 0 920 383 1108 1412 0 0 0 0 84 0 62 ------------1---------------1 1---------------I 1---------------I 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 0.00 1.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1995 1805 3610 3990 0 0 0 0 1805 0 1805 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.46 0.21 0.31 0.35 0.00 0.00 0.00 0.00 0.05 0.00 0.03 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: DesignQueue: **** 0.00 0.57 0.00 0.81 0.0 22.2 1. 00 1. 00 0.0 22.2 A C 0 24 0.57 0.38 12.2 1.00 12.2 B 10 **** 0.38 0.94 0.81 0.38 31.9 0.3 1. 00 1.00 31.9 0.3 C A 22 2 0.00 0.00 0.0 1.00 0.0 A 0 0.00 0.00 0.00 0.00 0.0 0.0 1. 00 1. 00 0.0 0.0 A A 0 0 0.00 0.00 0.0 1.00 0.0 A 0 **** 0.06 0.81 83.9 1.00 83.9 F 5 0.00 0.00 0.0 1.00 0.0 A 0 0.06 0.60 55.5 1.00 55.5 E 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING MITIG8 -2020 with proj pm Wed Apr 23, 2008 03:17:19 Ventana Real (Lots 1-4) Year 2020 Analysis Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 1-1 ******************************************************************************** Intersection #5 ******************************************************************************** Cycle (sec) : Loss Time (sec): Optimal Cycle: 100 0 (Y+R=4. 0 sec) 180 Critical Vol. /Cap. (X) : Average Delay (sec/veh): Level Of Service: 1.022 45.4 D ******************************************************************************** Street Name: College Blvd Salk Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------I I---------------I 1---------------1 1---------------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: 0 0 1 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 1298 153 339 922 0 0 0 0 409 0 371 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 1298 153 339 922 0 0 0 0 409 0 371 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1366 161 357 971 0 0 0 0 431 0 391 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1366 161 357 971 0 0 0 0 431 0 391 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 Final Vol.: 0 1366 161 357 971 0 0 0 0 431 0 391 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 0.95 1.05 0.95 Lanes: 0.00 1.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1995 1805 3610 3990 0 0 0 0 1805 0 1805 ------------1---------------I 1---------------I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.68 0.09 0.10 0.24 0.00 0.00 0.00 0.00 0.24 0.00 0.22 Crit Moves: **** **** **** Green/Cycle: 0.00 0.67 0.67 0.10 0. 77 0.00 0.00 0.00 0.00 0.23 0.00 0.23 Volume/Cap: 0.00 1.02 0.13 1. 02 0.32 0.00 0.00 0.00 0.00 1.02 0.00 0.93 Delay/Veh: 0.0 46.9 6.0 99.1 3.7 0.0 0.0 0.0 0.0 88.0 0.0 64.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 46.9 6.0 99.1 3.7 0.0 0.0 0.0 0.0 88.0 0.0 64.1 LOS by Move: A D A F A A A A A F A E DesignQueue: ******************************************************************************** 0 29 3 10 6 0 0 0 0 21 0 19 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to PRIORITY ENGINEERING