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HomeMy WebLinkAboutSDP 09-04A; PLAZA CAMINO REAL SHOPPING CENTER; COMPARISON OF 2009 TO 2010 PEAK HOUR TRAFFIC VOLUMES APPENDIX I;Appendix I Comparison, of 2009 to .2010 Peak Hour Traffic Volumes Appendix I Comparison of 2009 to 2010 Traffic Peak Hour Traffic Volumes Because there has been a delay, due to the uncertain economy, in the production of the Draft Environmental Impact Report (DEIR) concern has been expressed regarding the validity of the base traffic data used in the analysis. The traffic impact report procedures in Carlsbad rely on future traffic levels predicted by the San Diego Association of Governments (SANDAG) transportation planning model and therefore the future projections used in the DEIR do not change because the base SANDAG model has not changed. The "existing conditions" base data could have changed as a result of the delay in the project. This Appendix provides an analysis of the change in peak hour traffic volumes from the original 2009 traffic counts used in the June 2010 report to the most current available peak hour counts. The purpose of this analysis is to determine whether or not updated peak hour and 24-hour traffic counts would be required for re-submittal of this traffic study. JUNE 2010 REPORT TRAFFIC COUNTS (September 2009) AM/PM peak hour traffic volumes used in the study submitted in June 2010 were collected in September 2009 at 17 of the 18 study intersections, and in March 2010 for the remaining intersection. The City of Carlsbad was contacted to ascertain the availability of more current data, and it was found that more recent data had been collected at seven of the project's study intersections. Data at the seven intersections analyzed in this Appendix was collected in September 2009 and more recently in July 2010. I-I CURRENT TRAFFIC COUNTS (July 2010) The most recent traffic counts available to GTC were conducted by Rick Engineering Company in July 2010 as part of the City of Carlsbad Traffic Monitoring Program. Of the 18 intersections included in this traffic study, only seven are included in the traffic monitoring program, as such, the comparative analysis was conducted on those seven intersections. A copy of those traffic count sheets can be found at the end of this Appendix. AM/PM PEAK HOUR TRAFFIC VOLUME COMPARISON As shown in Table I-I, at the seven intersections analyzed, AM/PM peak hour traffic volumes have actually decreased from September 2009 to July 2010. All seven intersections show a decline in overall traffic volumes, with morning peak hour volumes decreasing between 0.6% and 24.9% and afternoon peak hour volumes decreasing by 2.2% to 18.5%. While some individual turning movement volumes showed a slight increase between the two counts, the overall volumes at the intersections went down from 2009 to 2010. Given this overall decrease in traffic volumes, the 2009 traffic counts used in the June 2010 report present a worse-case scenario when compared to the option of conducting new counts. AM/PM PEAK HOUR V/C AND LOS COMPARISON The current AM/PM peak hour traffic volumes at the seven intersections studied in this Appendix were analyzed using the same methodologies as described in the report. The results of this analysis were then compared to the results of the June 2010 Existing Conditions analysis to determine if there are any significant changes in the volume-to-capacity ration (V/C) ratio or intersection Level of.Service (LOS). Table 1-2 shows the results of this analysis. Only one intersection sees an increase in V/C and LOS when comparing July 2010 to September 2009 results. El Camino Real & Plaza Drive sees, an increase in V/C of 0.014 and 0.070 in the AM and PM peak hours, respectively; in the PM peak hour, the LOS increases from A to B. This slight increase of V/C and LOS occurred because the westbound traffic increased IFA slightly during the year between the counts as did the southbound and eastbound left turn demand. The remaining intersections have a decrease in V/C in both peak hours when comparing September 2009 to July 2010 traffic volumes. Given this overall decrease in V/C ratios and LOS, the traffic counts used in the June 2010 report present a worse-case scenario and suggest that conducting new counts would not change the results of the DEIR traffic study. SUMMARY In summary, when comparing September 2009 to July 2010 traffic. volumes All seven intersections show at least a 0.620/6 decline in overall traffic volumes, while some have as high a decrease as 24.9% in a given peak hour. Only one intersection sees an increase in V/C and LOS when comparing July 2010 to September 2009 results. El Camino Real at Plaza Drive sees an increase in V/C of 0.014 and 0.070 in the AM and PM peak hours. However, the LOS of this intersection is A in the AM peak hour and B in the PM peak hour, a significant impact at this intersection will not be likely under any scenario. The analysis would not produce any different results if new traffic counts were conducted for the project. The traffic counts used in the June 2010 report represent a worse-case scenario as compared to taking new counts because the new counts would show lower traffic volumes than those measured in September 2009. 1-3 TABLE I-I 2009 -2010 PEAK HOUR VOLUME COMPARISON AM Peak Hour Intersection 1 2 3 4 • 5 6 7 I 9 10 11 12 tnt 101 Ne'S Street EM Street SBR SOT SBL WBR WBT VV NOR NOT NBL EBR EST EBL mt Total 9 El Camino Reid Plaza Drive 2009 Vole 26 1043 166 7 0 15 47 724 12 3 2 7 2112 2010Vots 27 1021 201 78 6 42 39 660 9 2 2 12 2099 Percent Chang. In Vol -0.62% 10 Jefferson StreetlMarron Road Jefferson Street 2009 Vole 338 142 88 28 9 1 1 7 1 109 1 56 1 16 1 10 1 60 864 2010 Vols 283 152 69 30 1 6 1 1 1 3 1 107 1 37 1 24 1 12 1 70 794 Percent Change In Vol -8.10% 11 Monroe Street Marion Road 2009 Vole 4 7 14 14 70 54 73 11 114 80 53 19 513 2010 Vole 13 7 11 34 53 52 43 II 82 62 86 16 470 Percent Change In Vol 4.38% 13 • El Camino Real ______________________ Marion Road ________________________ 2009Vols I 52 950 43 106 34 108 60 828 34 29 22 42 2308 2010 Vol. I 71 898 87 107 41 93 29 585 27 47 30 33 2048 Percent Ch,g. In Vol -11.35% 14 1.5 SB Ramps Carlsbad Village DrIve 2009 Vats 216 0 92 0 689 1 249 1 0 0 0 226 457 0 1929 2010 Vote 268 6 83 0 608 0 0 0 0 246 391 0 1600 Percent Chug. In Vail -17.05% • 15 1-5 NO Ramps Carlsbad Village Drive 2009 Vots 0 0 0 128 645 0 157 0 271 0 295 237 1733 2010 Vats 0 0 0 122 483 0 151 9 304 0 228 300 1597 Percent Change In Vol -7.85% 17 El Canino Real Carlsbad Village Drive 2009 Vols 169 1042 70 66 102 33 24 890 93 91 145 162 2887 2010Vols 61 1 818 1 93 1 129 1 307 1 66 I 15 1 368 1 38 1 55 99 119 2168 Percent Chung. In Vol -24.90% PM Peak Hour Intersection 1 2 1 3 1 4 1 5 8 7 I 9 10 11 12 lnt 104 Ne'S Street EM Street SBR SOT SBL WBR WBT WBL NBR NOT NBL EBR EBT EBL lnt Total 9 ______ El Camino Real ______________________ • Plaza Drive • 2009 Vola 64 1099 203 100 64 142 72 1265 133 96 78 137 3453 2010 Vole 148 908 359 186 13 53 28 1305 24 27 24 302 3377 Percent Change In Vol -2.20% 10 JeffersonSlreaUMa,ronRoad Jefferson Street 2009 Vole 151 519 194 287 43 8 35 409 92 73 47 203 2041 2010Vols 186 365 265 247 45 5 8 1 345 1 71 1 72 1 55 1 222 1886 Percent Change In Vol -7.59% 11 Monroe Street Marron Road 2009 Vole 74 95 81 80 281 84 37 1 86 1 168 162 309 74 1531 2010Vols 1 73 1 48 1 66 1 92 1 214 1 72 1 61 1 66 1 106 114 259 76 1247 Percent Change In Vol -18.55% 13 El Camino Real Marron Road 2009 Vole 140 909 273 180 96 89 61 1181 150 80 58 269 3488 2010Vols 132 662 241 174 106 137 93 1072 159 92 1 139 160 3167 Percent Change In Vol -9.15% 14 • 1-5 SO Ramps Carlsbad Village DrIve 2009 Vote 369 0 144 0 762 179 0 0 0 475 792 0 2721 2010 Vots 409 7 115 0 I 757 0 0 0 0 343 795 0 2427 - Percent Change In Vol -10.90% 15 1-5 NO Ramps Carlsbad Village DrIve 2009 Vats 0 0 0 181 I 558 0 252 0 356 0 1 545 386 2278 2010 Vote 0 0 0 116 I 533 0 233 1 387 0 I 535 388 2173 Percent Change In Vol -4.61% 17 El Camino Real Carlsbad Village Drive 2009 Vole 155 617 174 123 209 45 73 1135 107 66 315 135 3154 2 010VoIs 120 585 179 130 202 37 57 1094 105 60 257 143 2969 9 Percent Change In Vol TABLE 1-2 EXISTING CONDITIONS COMPARISON (YEAR 2009 TO 2010) INTERSECTION PEAK HOUR LEVELS OF SERVICE - Peak Year 2009 Year 2010 Change in V/C from No. Jurisdiction Intersection V/C LOS [a] V/C LOS [a] Hour 2009 to 2010 9. [b] El Camino Real & A.M. 0.291 A 0.305 A 0.014 Plaza Drive P.M. 0.541 A 0.611 B 0.070 10. [b] Jefferson Street/Marion Road & A.M. 0.357 A 0.320 A -0.037 Jefferson Street P.M. 0.542 A 0.503 A -0.039 11. [b] Monroe Street& A.M. 0.241 A 0.219 A -0.022 Marron Road P.M.. 0.400 A 0.333 A -0.067 13. [b] El Camino Real & A.M. 0.359 . A 0.346 A -0.013 Marion Road P.M. 0.632 B 0.547 A -0.085 14. [b] 1-5 SB Ramps & A.M. 0.486 A 0.341 A -0.145 Carlsbad Village Drive P.M. 0.654 B 0.527 A -0.127 15. [b] 1-5 NB Ramps & . A.M. 0.560 A 0.574 A 0.014 Carlsbad Village Drive P.M. 0.677 B 0.661 B -0.016 17. [b] El Camino Real & A.M. 0.486 A 0.443 A -0.043 = . Carlsbad Village Drive P.M. 0.518 A 0.554 A 0.036 Notes: [a] LOS Analysis is based on ICU methodology for City of Carlsbad intersections LbJ Intersection falls under City of Carlsbad jurisdiction. Attachment Count Sheets CITY -OF CARLSBAD I . S iLl •.a.* TRAFFIC MONITORING'PROG RAM INTERSECTION ANALYSIS SUMMAR Intersection Number: 47 Intersection Location: Jefferson Street & Marron Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram Ll ENGINEEafNG GOMPANY TráüDivikn( RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS Pagel of3 City: Carlsbad Intersection of: N/S Street: Matron Road File: 2010lnt#47 E/W Street: Jefferson Street Data Collected by: Deanna, Dale Count Date: Day: Tuesday Traffic Control: Signalized 07/13/10 Weather: Sunny End of 15 South Approach (NB) North Approach (SB) West Approach (EB) East Approach (WB) 15 min Total mm. prd. Left U-Tin ibm Right Peds Left U-Tm Thru Right Peds Left U-Tm Thin Right Peds Left U-Tm Thin Right Peds Vehicles Peds 6:15 AM 3 0 14 1 0 7 0 11 16 1 1 0 0 0 0 0 0 2 2 0 57 1 6:30 AM 0 0 16 1 0 6 0 11 30 0 0 0 0 0 0 0 0 0 1 0 65 0 6:45 AM 1 0 19 1 0 4 0 16 51 2 5 0 1 2 0 I 0 0 2 1 103 3 7:00 AM 5 0 25 0 0 6 1 17 50 0 8 0 0 1 0 0 0 1 0 0 114 0 7:15 AM 12 0 19 0 0 6 0 28 85 0 12 0 0 10 0 0 0 0 1 0 173 0 7:30 AM 7 0 29 0 0 7 0 25 83 2 13 0 1 2 0 0 0 2 00 169 2 7:45 AM 14 0 17 2 0 8 0 28 87 0 4 0 2 4 0 0 0 1 2 0 169 0 8:00 AM 12 0 26 0 0 11 0 37 103 0 18 0 3 3 0 0 0 0 0 0 213 0 8:15 AM • 8 0 29 0 0 12 0 34 75 1 16 0 2 5 0 0 0 1 4 0 186 1 8:30 AM * 10 0 28 3 0 l • 1 48 71 0 14 0 4 8 0 1 0 0 1 0 205 0 8:45 AM- * 11 0 26 0 0 19 0 28 52 0 25 0 1 9 0 0 0 3 8 0 182 0 9:00 AM * 8 0. 24 0 0 21 0 42 85 15 0 5 2 0 0 0 2 17 0 221 0 Max. 15 mm. 14 0 29 3 0 21 1 48 103 0 r25 2 0 5 10 0 1 0 . 3 17 1 1 221 3 Pk.Hr.Vo1. 37 0 107 3 0 68 1 152 283 170 0 12 24 0 1 0 6 30 0 794 1 9:00 AM Hour inicrsiion Intersection irrniiu in Pdstrns in rK. fir. Pk. H. = ,'. 1 reaK I-Il. ractor u.0 3:45 PM 20 0 75 3 0 53 2 77 45 8 47 0 16 8 3 1 0 7 43 0 397 11 4:00 PM 26 0 83 5 1 63 3 84 52 0 45 0 19 24 2 0 0 9 53 1 466 4 4:15 PM 27 0 94 1 0 65 2 89 55 0 35 6 13 13 0 1 0 12 53 0 466 0 4:30 PM 14 0 56 1 0 56 1 96 58 0 57 0 1 15 0 0 0 4 71 1 430 1 4:45 PM 0 16 0 91 1 0 42 1 98 46 1 60 0 15 15 0 0 2 12 62 1 . 461 2 5:00 PM' * 15 0 68 4 0 68 0 84 47 3 50 0 14 18 0 2 0 13 70 0 453 3 5:15 PM * 19 0 87 1 1 74 0 83 41 1 52 0 17 17 2 1 0 15 68 1 475 5 5:30 PM * 21 0 99 2 0 80 0 100 52 1 60 0 9 22 0 0 0 5 47 0 497 1 5:45 PM 22 0 90 0 1 53 2 88 41 1 48 0 8 22 0 1 0 3 52 0 430 2 6:00 PM 19 0 84 1 0 58 0 91 35 0 50 0 12 11 0 0 0 9 61 0 431 0 6:15 PM 15 0 73 2 0 53 1 76 45 2 48 0 9 16 0 0 0 4 .40 0 382 2 6:30 PM 20 0 67 1 0 48 1 67 48 2 34 0 10 14 1 1 0 7 44 2 362 5 Max. 15 min. 27 0 99 5 1 80 3 100 58 8 60 6 19 24 3 2 2 15 71 2 497 ii Pk. Hr. Vol. 71 0 345 8 1 264 1 365 186 6 222 0 55 72 2 3 2 45 247 2 1886 11 4:30 PM Peak Intersection Traffic in Pk. Hr. = 1886 Peak Hr. Factor 0.95 5:30 PM Hour Intersection Pdstrns in Pk. Hr. = 11 Marron Road at Jefferson Street Lane Configuration for Intersection Capacity Utilization . Page 2 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 1 6 . Outside 7 Free-flow Lane Settings 1 2 0 2 2 1 1 1 0 1 . 1 1 Capacity 1800 4000 0 3600 4000 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 37 107 3 69 1 152 283 70 12 24 1 6 30 Adjusted Hourly Volume 37 110 0 69 152 283 70 36 0 1 6 30 Utilization Factor 0.02 0.03 0.00 0.02 0.04 0.16 0.04 0.02 0.00 0.00 0.00 0.02 Critical Factors 0.02 0.16 0.04 0.02 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of: Marron Road and Jefferson Street Time: 8:00 AM to 9:00 AM North Approach Marron Road Date: 07/13/10 Day: Tuesday 712 Total Name: Deanna, Dale 504 208 Subtotals 1 Sub- . . 283 152. 69 Sub- Totals totals totals e 326 s 432 0 70 A 30 t 106 12 10 ¶4 6 37 24 I 1 0 A .. North 83 37 107 3 Jefferson Street 0 Subtotals 177 147 Total 324 Totals E a S 120 A p P r South Approach Note: Left-turn volumes include U-turns. U-turns in bold. Marron Road at Jefferson Street Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:30 PM to 5:30 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 1 urations 3 1 1 1 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 1 2 0 2 2 1 1 1 0 1 1 1 Capacity 1800 4000 0 3600 4000 1800 1800 2000 0 1800 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor .0.10 Hourly Volume 71 345 8 265 365 186 222 55 72 5 45 247 Adjusted Hourly Volume 71 353 0 265 365 186 222 127 0 5 45 247 Utilization Factor 0.04 0.09 0.00 0.07 0.09 0.10 0.12 0.06 0.00 0.00 0.02 0.14 Critical Factors 0.09 0.07 . 0.12 0.14 ICU Ratio = 0.52 . LOS = A Turning Movements at Intersection of: Marron Road and Jefferson Street Time: 4:30 PM to 5:30 PM North Approach Marron Road Date: 07/13/10 Day: Tuesday 1631 . Total Name: Deanna, Dale 816 815 Subtotals 1 Sub- 186 365 265 Sub- Totals totals totals Totals E e 302 . a s 651 0 222 A 247 t 349 55 ¶ 4 45 297 72 I 5 2 626 A. North A 329 i—]. 71- 345 8 Jefferson Street 0 Subtotals 440 424 Total 864 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. 'Vol. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2010 INTERSECTION ANALYSIS SUMMARY Intersection Number: 48 Intersection Location: Monroe Street & Marron Road Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram I -47 .t . _ ENGINEERING COMPANY Tra,1,orraüou Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS Page lof3 City: Carlsbad Intersection of: N/S Street: Monroe Street File: 2010 mt #48 E/W Street: Marion Road Data Collected by: Lizzy, Jordan Count Date: Day: Tuesday Traffic Control: Signalized 07/13/10 Weather: Sunny South Approach (NB) North Approach (SB) West Approach (EB) East Approach (WB) 15 min Total End of 15 mm. prd. Left U-Tm Thru Right • Peds Left U-Tin Thru Right Peds Left U-Tm Thru Right Peds Left U-Tin Thru Right Peds Vehicles Peds 6:15 AM 8 0.2 2 0 4 0 0 3 0 3 0 4 7 0 3 0 5 2 0 43 0 6:30 AM 11 0 1 5 0 1 0 1 2 0 1 0 3 4. 0 5 0 5 2 0 41 0 6:45 AM 13 0 1 4 0 1 0 0 2 0 4 0 6 13 0 10 0 2 2 0 58 0 7:00 AM 18 0 2 6 0 1 0 •0 1 0 0 0 11 11 0 10 0 10 5 0 75 0 7:15 AM 12 0 2 11 0 4 0 1 1 0 4 0 23 29 0 6 0 20 2 0 115 0 7:30 AM 19 0 1 9 0 0 0 2 2 0 0 0 10 16 0 5 0 12 2 0 78 0 7:45 AM 9 0 4 7 1 2 0 1 2 0 3 0 17 12 0 11 0 17 1 0 86 1 8:00 AM 16 0 1 7 0 2 0 1 3 0 4 0 14 12 0 17 0 15 5 0 97 0 8:15AM * 250 5 5 0 2 0 2 1 0 3 0 23 9 0 16 0 9 6 0 106 0 8:30 AM 0 25 0 0 8 0 2 0 2 3 0 4 0 24 23 0 7 0 16 8 0 122 0 8:45 AM * 15 0 4 11 0 2 0 2 4 1 4 0 16 14 0 8 0 16 6 0 102 1 9:00 AM * 17 0 2 19 0 4 1 1 5 0 5 0 .23 16 0 19 2 12 14 0 140 0 Max. 15 mm. 25 0 5 19 ' 1 4 1 2 5 1 5 0 24 29 0 19 2 20 14 0 140 1 Pk. Hr. Vol. 82 0 11 43 0 10 1 7 13 1 16 0 86 62 0 50 2 53 34 0 470 1 ow rtivi 9:00 AM i~.Cm Hour IiIIIGLIUII II411II III rIL. fil. - Intersection Pdstrns in Pk. Hr. = -*IV I roL (11. rW4Ur 3:45 PM 24 0 13 13 5 12 0 15 13 0 17 0 46 42 1 18 0 46 16 0 275 6 4:00 PM a 25 0 14 18 0 9 0 11 25 0 16 0 80 24 0 22 0 63 27 6 334 6 4:15 PM a 31 0 13 8 0 15 0 13 26 0 13 0 64 26 0 19 0 .53 16 0 297 0 4:30 PM • 23 0 14 19 0 17 0 15 11 0 25 0 53 31 0 17 0 45 25 1 295 1 4:45 PM a 27 0 25 16 0 25 0 9 11 0 22 0 62 33 0 14 0 53 24 0 321 0 5:00 PM 30 0 10 23 0 21 0 15 11 0 12 0 49 43 0 16 0 60 17 0 307 0 5:15 PM 19 0 17 16 0 17 0 17 11 0 23 0 46 35 0 17 0 53 17 0 288 0. 5:30 PM 28 0 7 24 4 7 0 11 11 0 17 0 64 40 0 17 0 68 28 0 322 4 5:45 PM , 34 0 7 16 0 21 0 22 14 0 12 0 51 36 0 14 0 55 21 1 303 1 6:00PM 20 0 9 26 0 18 0 12 24 0 23 1 52 35 0 11 0 58 12 0 301 0 6:15 PM 23 0 14 17 0 28 0 15 24 0 16 0 42 31 0 21 0 37 15 1 283 1 6:30PM. 10 0 13 17 0 13 0 8 11 0 14 0' 39 23 1 19 0 51 12 0 230 1 Max. 15 mm. 34 0 25 26 5 28 0 22 26 0 1 25 1 80 43 1 1 22 0 68 28 6 1 334 6 Pk. Hr. Vol. 106 0 66 61 . 0 66 0 48 73 0 76 0 259. 114 0 72 0 214 92 7 1247 7 3:45 PM Peak Intersection Traffic in Pk. Hr. = 1247 Peak Hr. Factor 0.93 4:45 PM Hour Intersection Pdstrns in Pk. Hr. = 7 Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 0 1 2 0 1 2 0 Capacity 1800 4000 0 1800 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 82 11 43 11 7 13 16 86 62 52 53 34 Adjusted Hourly Volume 82 54 0 11 20 0. 16 148 0 52 87 0 Utilization Factor 0.05 0.01 0.00 0.01 0.01 0.00 0.01 0.04 0M0 0.03 0.02 0.00 Critical Factors 0.05 0.01 0.04 0.03 ICU Ratio = 0.23 LOS = A Turning Movements at Intersection of: Monroe Street and Marron Road Time: 8:00 AM to 9:00 AM North Approach Monroe Street Date: 07/13/10 Day: Tuesday 93 Total Name: Lizzy, Jordan 31 62 Subtotals 1 Sub- 13 7 11 Sub- Totals totals totals e 148 s 312 0 16 34 t 164 86 * 53 139 62 I 52 2 A North 141 82 11 43 . Marron Road 0 Subtotals 119 136 Total 255 Totals E a S 280 A p P r South Approach Note: Left-turn volumes include U-turns. U-turns in bold. Monroe Street at Marron Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 3:45 PM to 4:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 uratiôns 3 1 1 1 1 4 1 1 1 1 1 1 1 1 5 • 6 Outside 7 Free-flow Lane Settings 1 2 0 1 2 0.1 2 0 1 2 0 Capacity . 1800 4000 0 1800 4000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (YIN)? . N Efficiency Lost Factor 0.10 . Hourly Volume 106 66 61 66 48 73 76 259 114 72 214 92 Adjusted Hourly Volume 106 127 0 66 121 0 76 373 0 72 306 0 Utilization Factor 0.06 0.03 0.00 0.04 0.03 0.00 0.04 0:09 0.00 0.04 0.08 0.00 Critical Factors 0.06 0.03 0.09 0.04 ICU Ratio = 0.32 LOS= A Turning Movements at Intersection of: Monroe Street and Marron Road Time: 3:45 PM to 4:45 PM North Approach Monroe Street Date: 07/13/10 Day: Tuesday 421 Total Name: Lizzy, Jordan 187 234 Subtotals 0• Sub- 73 48 66 . • Sub - Totals totals totals e 393 . s 842 • 0 76 A 92 t 449 259 0 ¶ 4 214 378 114 I 72 0 A . North 386. 106 66 61 Marron Road 0 Subtotals 134 233 Total 467 Totals E a 5 764 A p p r South Approach Note: Left-turn volumes include U-turns. U-turns in bold. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM . SUMMER 2010 INTERSECTION ANALYSIS SUMMARY Intersection Number: 57 .4 Intersection Location: 1-5/Carlsbad Village Drive Southbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) J A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram - ENcINEliauio COMPANY TanI.orauioti Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS Page 1 of City: Carlsbad Intersection of: N/S Street: E/W Street Count Date: 07/21/10 1-5 Southbound Ramps Carlsbad Village Drive Day: Wednesday Weather: Light Rain File: 20101nt#57 Data Collected by: Deanna, Dale Traffic Control: Signalized South Approach (NB) North Approach (SB) West Approach (ER) East Approach (WB) 15 min Total End of 15 mm. prd. Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Vehicles Pads 6:15 AM 0 0 0 0 0 8 0 0 20 0 0 0 35 21 0 27 0 27 0 2 138 2 6:30 AM 0 0 0 0 0 5 0 0 26 0 0 0 42 37 3 44 0 34 0 3 188 6 6:45 AM 0 0 0 0 0 7 0 0 30 0 0 0 49 38 1 48 0 40 0 0 212 1 7:00 AM* 0 0 0 0 0 8 0 0 30 0 0 0 56 41 1 46 0 60 0 1 241 2 7:15 AM 0 0 0 0 0 15 0 0 46 0 0 0 70 58 3 54 0 73 '0 0 316 3 7:30 AM 0 0 0 0 0 13 0 1 35 0 0 0 72 47 4 57 0 84 0 0 309 4 7:45 AM 0 0 0 0 0 13 0 1 80 0 0 0 91 54 1 50 0 101 0 0 390 1 8:00 AM 0 0 0 0 0 14 0 3 51 0 0 0 81 53 4 47 0 140 0 2 389 6 8:15 AM • 0 0 0 0 0 12 0 0 53 0 0 1 75 60 0 66 0 123 0 0 390 0 8:30 AM * 0 0 0 0 0 21 0 1 60 0 0 0 85 59 3 46 0 127 0 1 399 4 8:45 AM • 0 0 0 0 0 21 0 1 58 0 0 0 110 68 0 38 0' 151 0 3 447 3 9:00 AM • 0 0 0 0 0 29 0 4 95 0 0 0 121 59 3 39 0 207 0 6 554 9 Max. 15 mm. 0 0 0 0 0 29 '0 4 95 0 0 1 121 68 4 66 0 207 0 6 554 9 Pk. Hr. Vol. 0 0 000 83 0 6 266 0 0 1 391 246 6 189 0 608 0 10 1790 16 ouv ,'IjvI rCUK IiiIerL.IIon iram In FK. fir. I ru reaK fir. racor U.51 9:00 AM Hour Intersection Pdstrns in Pk. Hr. = 16 3:45 PM 0 0 0 0 0 17 0 3 76 0 0 0 184 96 9 52 0 147 0 2 575 11 4:00 PM 0 0 0 0 0 30 0 5 85 0 0 0 .157 58 0 49 0 190 0 0 574 0 4:15 PM ' 0 0 0 '0 0 45 0 5 100 0 0 0 152 96 13 30 0 174 0 6 602 19 4:30 PM * 0 0 0 0 0 30 0 3 121 0 0 0 189 85 4 44 0 213 0 3 685 7 4:45 PM * 0 0 0 0 0 21 0 2 89 0 0 0 188 66. 1 69 3 192 0 1 630 2 5:00 PM * , 0 , 0 0 0 0 36 0 1 110 0 0 0 211 102 5 46 0 197 0 2 703 7 5:15 PM 0 0 0 0 0 0 28 0 1 89 0 0 0 208 90 0 36 0 155 0 3 607 3 5:30 PM 0 0 0 0 0 33 0 2 84 0 0 0 138 77 14 53 0 187 0 10 574 24 5:45 PM 0 0 0 0 0 39 0 0 68 0 0 0 186 71 6 35 0 174 0 5 573 11 6:00 PM 0 0 0 0 0 29 0 1 87 0 0 1 204 85 1 31 0 186 0 1 624 2 6:15 PM , 0 0 0 0 0 32 0' 3 82 0 0 1 143 108 15 34 0 158 0 1 561 16 6:30 PM 0 0 0 0 0 33 0 1 76 0 0 0 154 101 8 53 0 170 0 3 588 11 Max. 15 min. 0 0 0 0 0 45 0 5 121 0 0 1 211 108 15 69 3 213 0 10 , 703 24 Pk. Hr. Vol. 0 0 0 0 0 115 0 7 409 0 0 0 796 343 10 195 3 '757 ' 0 9 2625 19 4:15 PM Peak Intersection Traffic in Pk. Hr. 2625 Peak Hr. Factor 0.93 5:15 PM Hour Intersection Pdstrns in Pk. Hr. = 19 I-S Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Plc. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 1 1 5 6 Outside 7 Free-flow Lane Settings 0 0 0 0 1 1 0 2 0 1 2 0 Capacity 0 0 0 0 2000 1800 0 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 83 6 266 0 391 246 0 608 0 Adjusted Hourly Volume 0 0 0 0 89 266 0 637 0 189 608 0 Utilization Factor 0.00 0.00 0.00 0.00 0.04 0.15 0.00 0.16 0.00 0.11 0.15 0.00 Critical Factors 0.00 0.16 0.16 0.11 95 0 ICU Ratio = 0.53 LOS = A Turning Movements at Intersection of: 1-5 Southbound Ramps and Carlsbad Village Drive Time: 8:00 AM to 9:00 AM North Approach I-S Southbound Ramps Date: 07/21/10 Day: Wednesday 355 Total Name: Deanna, Dale 355 0 Subtotals 0 Sub- 266 6 83 Sub- Totals totals I I I totals e 875 ..j' 4L......... a s 1512 1 0 0 s 637 391 + 608 608 246 I 0 0 1082 A North A 474 0 0 0 Carlsbad Village Drive 0 Subtotals 252 0 Total 252 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. 1-5 Southbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:15 PM to 5:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 4 1 1 1 5 6 Outside 7 Free-flow Lane Settings 0 0 0 0 .1 1 0 2 0 1 2 0 Capacity 0 0 0 0 2000 1800 0 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor . 0.10 Hourly Volume 0 0 0 115 7. 409 0 796 343 0 757 0 Adjusted Hourly Volume 0 0 0 0 122 409 0 1139 0 195 757 0 Utilization Factor 0.00 0.00 0.00 0.00 0.06 0.23 0.00 0.28 0.00 0.11 0.19 0.00 Critical Factors 0.23 0.28 0.11 95 0 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of: 1-5 Southbound Ramps and Carlsbad Village Drive Time :4:15 PM to 5:15 PM North Approach 1-5 Southbound Ramps Date: 07/21/10 Day: Wednesday . 531 Total Name: Deanna, Dale. 531 0 Subtotals 0 Sub- . 409 7 115 Sub- Totals totals I I I totals W '-+ . E e 1166 a s 2305 0 0 0 s 1139 796 10 757 757 t 343 I 0 3 1671 A North A p 914 p 0 0 0 Carlsbad Village Drive 0 Subtotals 347 - 0 Total 347 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2010 INTERSECTION ANALYSIS SUMMARY Intersection Number: 58 Intersection Location: 1-5/Carlsbad Village Drive Northbound Ramp Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram 1. P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram c•. ENGINEERING COMPANY Tranporraciou Division RICK ENGINEERING COMPANY TURNING MOVEMENT ANALYSIS Page 1 of 3 City: Carlsbad Intersection of: N/S Street: .1-5 Northbound Ramps File: 2010 mt #58 E/W Street: Carlsbad Village Drive . Data Collected by: Billy, Chris Count Date: Day: Wednesday Traffic Control: Signalized 07/21/10 Weather: Light Rain South Approach (NB) North Approach (SB) West Approach (EB) East Approach (WR) 15 min Total End of 15 mm. prd. Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Vehicles Peds 6:15 AM 12 0 0 13 0 0 0 0 0 0 25 0 16 0 0 0 0 36 18 2 120 2 6:30 AM 11 0 1 13 0 0 0 0 0 0 33 0 14 0 3 0 0 58 22 0 152 3 6:45 AM 17 0 1 11 0 0 0 0 0 0 37 0 21 0 1 0 0 69 21 0 177 1 7:00 AM 27 0 1 18 0 0 0 0 0 0 44 0 21 0 1 0 0 76 33 .2 220 3 7:15 AM 33 0 0 15 0 0 0 0 0 0 40 0 42 0 3 0 0 91 17 0 238 3 7:30 AM 31 0 1 11 0 0 0 0 0 0 51 0 35 0 5 0 0 79 23 0 231 5 7:45 AM 47 0 4 19 0 0 0 0 0 0 52 0 53 0 1 0 0 106 31 0 312 1 9:00 AM 69 0 1 34 0 0 0 0 0 0 56 0 41 0 0 0 0 108 31 2 340 2 8:15AM* 58 0 3 24 0 0 0 0 0 0 48 0 45 0 5 0 0 13729 1 344 6 8:30 AM * 64 0 0 37 0 0 0 0 0 0 76 0 48 0 0 0 0 119 32 0 376 0 8:45 AM • 85 0 1 44 0 0 0 0 0 0 96 0 62 0 0 0 0 104 28 3 420 3 9:00 AM * 97 0 5 46 0 0 0 0 0 0 80 0 73 0 0 0 0 123 33 0 457 0 Max. 15 min. 97 0 5 46 0 0 0 0 0 0 96 0 73 0 5 0 0 137 33 3 457 6 Pk. Hr. 3040 9 151 0 0 0 0 0 0 300 0 228 0 5 0 0 483 122 4 1597 9 o;uu itwi rcax imcrsvcuon iraiiic in r. Ill'. ii reaK tsr. racor u.o( 9:00 AM Hour Intersection Pdstrns in Pk. Hr. = 9 3:45 PM 65 0 047 0 0 .0 0 0 0 89 0 125 0 4 0 0 12433 1 483 5 4:00 PM 82 0 1 63 0 0 0 0 0 0 99 0 110 0 1 0 0 130 42 2 527 3 4:15 PM * 82 0 0 64 0 0 0 0 0 0 101 0 126 0 0 0 0 116 27 3 516 3 4:30 PM * 118 0 0 53 2 0 10 0 0 0 85 0 135 0 3 0 0 142 28 4 561 9 4:45 PM 0 92 0 0 59 0 0 0 0 0 0 98 0 125 0 2 0 0 133 24 2 531 4 5:00 PM * 95 0 1 57 0 0 0 0 0 0 84 0 149 0 5 0 0 142 37 1 565 6 5:15 PM 66 0 0 57 0 0 0 0 0 0 103 0 121 0 4 0 0 98 34 1 479 5 5:30 PM 105 0 1 39 0 0 0 0 0 0 87 0 98 0 2 0 0 142 30 6. 502 8 5:45 PM 82 0 0 54 0 0 0 0 0 0 83 0 154 0 6 0 0 126 32 3 531 9 6:00 PM 108 0 0 71 0 0 0 0 0 0 106 0 127 0 2 0 0 93 23 0 528 2 6:15 PM 103 0. 0 56 0 0 0 0 0 0 90 0 110 0 7 0 0 '111 38 2 508 9 6:30 PM , 85 0 1 46 0 0 0 0 0 0 72 0 93 0 6 0 0 100 22 1 419 7 Max. 15 min. 118 0 1 71 2 0' 1 0 .0 0 0 106 0 154 0 7 0 0 142 42 6 565 9 Pk. Hr. Vol. 387 0 1. 233 2 0 0 0 0 0 368 0 535 0 10 0 0 533 116 10 2173 22 4:00 PM Peak Intersection Traffic in Pk. Hr. = 2173 Peak Hr. Factor 0.96 5:00 PM Hour Intersection Pdstrns in Pk. Hr. = 22 1-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 8:00 AM to 9:00 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 1 5 6 Outside 7 Free-flow Lane Settings 0 1 1 0 0 0 1 2 0 0 2 0 Capacity 0 2000 1800 0 0 0 1800 4000 0 0 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 304 9 151 0 0 0 300 228 0 0 483 122 Adjusted Hourly Volume 0 313 151 0 0 0 300 228 0 0 605 0 Utilization Factor 0.00 0.16 0.08 0.00 0.00 0.00 0.17 0.06 0.00 0.00 0.15 0.00 Critical Factors 0.16 0.00 0.17 0.15 ICU Ratio = 0.58 LOS = A Turning Movements at Intersection of 1-5 Northbound Ramps and Carlsbad Village Drive Time: 8:00 AM to 9:00 AM North Approach 1-5 Northbound Ramps Date: 07/21/10 Day: Wednesday 431 Total Name: Billy, Chris 0 431 Subtotals 0 Sub- 0 0 0 Sub- Totals totals I I I totals Totals W t -* E e 787 L........ a s 1315 0 300 122 s 528 228 10 483 605 0 984 A North A 379 304 9 151 Carlsbad Village Drive 0 Subtotals 0 464 Total 464 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. 1-5 Northbound Ramps at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (ES) East Appr (WB) 4:00 PM to 5:00 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 Config - (left) 2 1 1 1 urations 3 1 1 1 4 1 1 1 5 6 Outside 7 Free-flow Lane Settings 0 1 1 0 0 0. 1 2 0 0 2 0 Capacity 0 2000 1800 0 0 0 1800 4000, 0 0 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 387 1 233 0 0 0 368 535 0 0 533 116 Adjusted Hourly Volume 0 388 233 0 0 0 368 535 0 0 649 0 Utilization Factor 0.00 0.19 0.13 0.00 0.00 0.00 0.20 0.13 0.00 0.00 0.16 0.00 Critical Factors 0.19 0.00 0.20 0.16 ICU Ratio = 0.65 LOS = B Turning Movements at Intersection of 1-5 Northbound Ramps and Carlsbad Village Drive Time :4:00 PM to 5:00 PM North Approach I-S Northbound Ramps Date: 07/21/10 Day: Wednesday 485 Total Name: Billy, Chris 0 485 Subtotals 0 Sub- 0 0 0 Sub- Totals totals I I I totals Totals W 4J E e 920 a s 1823 0 368 116 s 903 535 10 533 649 t 0 V I f 0 0 1417 V A North A p 768 p 387 1 233 Carlsbad Village Drive 0 Subtotals 0 621 Total 621 South Approach Note: Left-turn volumes include U-turns. U-turns in bold. __ CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2010 ! INTERSECTION ANALYSIS SUMMARY Intersection Number: 1 Intersection Location: El Camino Real & Plaza Drive Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram •I _ ENGNEERINO COMPANY I TranI'oracion Divison RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of City: Carlsbad Intersection of: N/S Street: El Camino Real File: 2010 mt #01 E/W Street: Plaza Drive Data Collected by: Fernando, Billy Count Date: Day: Tuesday Traffic Control: Signalized 07/13/10 Weather: Sunny South Approach (NB) North Approach (SB) West Approach (EB) East Approach (WB) 15 min Total End of 15 mm. prd. Left U-Tm Thru Right Peds Left li-Tm Thru Right Peds Left U-Tm Thu Right Peds Left U-Tm Thru Right Peds Vehicles Peds 6:15 AM 0 0 87 4 3 11 3 98 1 0 1 0 0 0 0 2 0 3 3 0 213 3 6:30 AM 1 0 76 7 0 15 6 120 3 0 3 0 0 0 0 2 0 0 5 0 238 0 6:45 AM 1 1 87 5 1 29 5 177 1 .0 2 0 0 2 0 3 0 0 7 0 320 1 7:00 AM 2 0 113 5 2 31 14 220 5 0 5 0 1 3 2 1 0 2 8 0 410 4 7:15 AM 1 0 130 5 0 27 8 184 5 0 4 0 2 0 0 8 0 1 10 0 385 0 7:30 AM 1 1 126 6 0 34 10247 3 1 0 0 1 0 0 7 0 1 12 0 449 1 7:45 AM • 2 0 181 12 0 32 16 275 4 1 2 0 0 0 1 10 0 1 17 0 552 2 8:00 AM • 4 0 181 7 2 42 14 280 7 0 2 0 1 1 0 12 0 3 14 0 568 2 8:15 AM * . 2 0 153 12 1 41 10 238 7 0 3 0 0 0 0 10 0 2 28 0 506 1 8:30 AM • 1 0 145 8 0 39 7 228 9 0 5 0 1 1 0 10 0 0 19 0 473 0 8:45 AM 0 1 155 14 0 40 8 217 7 1 6 0 1 1 0 5 0 2 25 0 482 1 9:00 AM 5 0 169 15 0 64 6 224 18 0 10 0 0 1 0 12 0 0 21 0 545 0 Max. 15 mm. 5 1 181 15 3 64 16 280 18 1 10 0 2 3 2 12 0 3 28 0 568 4 Hr. Vol. 9 0 660 39 3 154 47 1021 27 1 12 0 2 2 1 42 0 6 78 0. 2099 ,;iu ,uvi rcuK intersection iramc in tK. ru. = zuy reax rir. racior U.YL 8:30 AM Hour Intersection Pdstrns in Pk. Hr. 5 3:45 PM 7 2 256 11 0 61 17 202 40 6 70 0 3 5 9 8 0 6 32 0 720 15 4:00 PM 7 1 288 14 0 .62 15 229 44 1 87 0 3 10 6 9 0 7 40 0 816 7 4:15 PM 4 0 258 4 0 63 22 204 29 4 68 0 9 13 4 8 0 5 58 0 745 8 4:30 PM 12 1 287 11 0 68 17 225 36 0 57 0 7 5 .4 8 0 3 58 0 795 4 4:45 PM 5 0 276 14 1 79 9 187 35 0 71 0 5 8 4 16 0 5 47 0 757 5 5:00 PM • 5 0 333 7 0 70 24 235 21 0 62 0 3 II 4 12 0 4 38 0 825 4 5:15 PM * 5 0 305 9 0 70 20 219 31 1 80 0' 9 9 2 16 0 5 49 0 827 3 5:30 PM • 7 0 362 3 0 84 15 226 49 0 66 0 6 4 1 15 0 3 50 0 890 1 5:45 PM * 7 0 305 9 0 51 25 228 47 0 94 0 6 3 0 10 0 1 49 0 835 0 6:00 PM 7 1 286 15 1 56 16 225 39 4 69 0 4 5 5 15. 0 1 40 0 779 10 6:15PM . 2 1 273 9 0 54 19 184 44 1 84 0 4 4 1 14 0 .3 44 0 739 2 6:30 PM 6 1 245 Il 0 46 15 184 32 0 80 0 3 . 4 0 18 0 1 42 0 Max. 15 mm. 12 2 362 15 1 84 25 235 49 6 94 0 9 13 9 , 18 0 7 58 ___0_r681 0 890 15 Pk. Hr. Vol. 24 0 1305 28 0 275 84 908 148 1 302 0 24 27 7 53 0 13 186 0 3377 8 4:45 PM Peak Intersection Traffic in Pk. Hr. = 3377 Peak Hr. Factor 0.95 5:45 PM Hour Intersection Pdstms in Pk. Hr. = 8 El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 Config - (left) 2 1 1 1 1 1 1 urations 3 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 2 0 1 0 1 1 Capacity 3600 6000 0 3600 6000 0 3800 0 1800 0 2000 1800 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? Y Efficiency Lost Factor 0.10 Hourly Volume 9 660 39 201 1021 27 12 2 2 42 6 78 Adjusted Hourly Volume 9 699 0 201 1048 0 16 0 4 0 48 126 Utilization Factor 0.00 0.12 0.00 0.06 0.17 0.00 0.00 0.00 0.00 0.00 0.02 0.07 Critical Factors 0.00 0.17 0.00 0.07 ICU Ratio = 0.34 LOS= A Turning Movements at Intersection of: El Camino Real and Plaza Drive Time: 7:30 AM to 8:30 AM Date: 07/13/10 Day: Tuesday Name: Fernando, Billy Sub - Totals totals W e 42 s 58 0 t 16 A P r Subtotals Total North Approach El Camino Real 2046 1249 797 47 27 1021 201 L 12 78 2 + 4 6 2 I 42 0 North I t F* 1065 708 1773 Total Subtotals Sub - totals 126 Totals E a 5 321 A p p r 195 Plaza Drive South Approach Note: Left-turn volumes include U-turns. U-turns in bold. El Camino Real at Plaza Drive Lane Configuration for Intersection Capacity Utilization Page of Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside .1 1 1 Config - (left) 2 1 1 1 1 1 1 .urations 3 1 1 1 1 4 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 2 0 1 0 1 1 Capacity 36O0 6000 U. 3600 6000 0 3800 0 1800 0 2000 1800 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? Y Efficiency Lost Factor 0.10 Hourly Volume 24 1305 28 359 908 148 302 24 27 53 13 186 Adjusted Hourly Volume 24 1333 0 359 1056 0 353 0 . 51 0 .66 252 Utilization Factor 0.01 0.22 0.00 0.10 0.18 0.00 0.09 0.00 0.03 0.00. 0.03 0.14 Critical Factors 0.22 0.10 0.09 0.14 ICU Ratio = 0.65 LOS B Turning Movements at Intersection of: El Camino Real and Plaza Drive Time: 4:45 PM to 5:45 PM North Approach El Camino Real Date: 07/13/10 Day: Tuesday 3292 Total Name: Fernando, Billy 1415 1877 Subtotals 84 Sub- 148 908 359 Sub - Totals totals totals e 185 s 538 0 302 186 353 24 . 13 252 27 I 53 0 A North p S 327 24 1305 28 Plaza Drive 0 Subtotals 988 1357 Total 2345 Totals E a S 579 A p p r South Approich Note: Left-turn volumes include U-turns. U-turns in bold. CITY OF CARLSBAD TRAFFIC MONITORING PROGRAM SUMMER 2010 INTERSECTION ANALYSIS SUMMARY Intersection. Number: 2 Intersection Location: El Camino Real & Marron Road Contents: Turn Movement Count Summary F (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Turn Movement Diagram P.M. Peak Hour ICU Analysis and Turn Movement Diagram Page 1 Page 2 Page 3 t ENoINEERuio COMPA I Tranfw.,rwcion Diviioii RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of City: Carlsbad Intersection of: N/S Street: El Camino Real File: 2010 mt #02 E/W Street: Marron Road Data Collected by: Abraham, .Jovvan Count Date: Day: Tuesday Traffic Control: Signalized 07/13/10 Weather: Sunny South Approach (NB) North Approach (SB) West Approach (EB) East Approach (WB) 15 min Total End of 15 mm. prd. Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Left U-Tin Thru Right Pads Left U-Trn Thru Right Pads Vehicles Peds 6:15 AM 2 0 71 2 1 6 1 82 3 0 1 0 1 2 0 8 0 6 13 0 198 1 6:30 AM 3 0 60 0 1 4 1 114 8 1 6 0 2 3. 0 7 0 5 20 0 233 2 6:45 AM 4 0 75 2 1 1 3 158 8 0 3 0 1 6 0 9 0 5 17 2 292 3 7:00 AM 4 0 90 2 0 18 0 212 6 1 6 0 3 8 0 12 0 12 25 0 398 1 7:15 AM 5 0 98 2 0 8 4 164 13 0 7 0 4 20 0 19 0 11 27 1 382 1 7:30 AM 5 0 105 1 0 12 1 233 7 0 8 0 3 6 0 17 0 9 23 0 430 0 7:45 AM * 3 0 161 4 0 11 2 225. 14 1 9 0 6 9 0 28 0 8 24 0 504 1 8:00 AM • 10 0 166 13 3. 25 2 273 23 1 7 0 4 19 2 18 0 11 31 1 602 7 8:15 AM * 4 0 134 10 1 16 4 212 19 0 6 0 7 9 0 20 0 10 30 0 481 1 8:30 AM * 9 1 124 2 1 23 4 186 15 1 11 0 13 10 0 27 0 12 22 1 459 3 8:45 AM 12 0 134 14 0 24 5 170 12 1 15 0 8 11 0 19 0 10 22 0 456 1 9:00 AM 9 0 147 10 1 18 2 176 35 0 17 0 9 4 0 36 0 6 21 1 490 2 Max. 15 min. 12 1 166 14 3 25 5 273 35 1 17 0 13 20 2 36 0 12 31 2 602 7 Pk. Hr. Vol. __- 26 - 1 585 29 5 75 12 896 71 3 33 0 30 47 2 93 0 41 107 2 2046 12 I .JU I%.IVI 8:30 AM F-Clim Hour IIILELIUJI I 141111 Ut r. I-ar. - Intersection Pdstrns in Pk. Hr. = AU-to rcdjc. rH. rawr u.oJ 12 3:45 PM 27 0 201 16 0 40 3 145 26 0 34 0 25 20 2 28 0 25 40 0 630 2 4:00 PM 43 0 255 20 0 47 3 150 46 3 39 0 33 25 0 26 0 28 35 1 750 4 4:15 PM .35 0 214 20 0 54 1 151 24 0 42 2 30 34 3 36 0 24 40 1 707 4 4:30 PM 36 0 246 20 0 35 1 155 39 1 35 0 45 26 1 34 0 19 35 1 726 3 4:45 PM 32 0 222 20 0 47 1 154 26 1 37 0 45 22 0 33 0 29 37 3 705 4 5:00 PM * 47 0 271 25 0 55 7 165 29 0 45 0 29 27 2 37 0 24 34 4 795 6 5:15 PM * 31 2 273 23 0 50 5 165 35 0 40 0 40 21 0 32 0 27 48 0 792 0 5:30 PM * 46 1 306 18 2 70 1 178 32 2 33 0 38 15 2 30 0 30 47 2 845 8 5:45 PM * 32 0 222 27 0 46 7 154 36 1 42 0 32 29 3 38 0 25 45 3 735 7 6:00 PM 31 0 245 21 3 57 4 173 23 0 43 0 38 21 0 34 0 24 34 1 748 4 6:15 PM 20 1 218 21 1 36 3 144 28 1 32 0 31 20 5 37 0 25 36 0 652 7 6:30 PM 33 0 193 12 1 48 3 129 30 1 49 0 25 22 1 36 0 23 25 2 628 5 Max. 15 mm. 47 2 306 27 3 70 7 178 46 3 49 2 45 34 - 5 38 0 30 48 4 845 8 Pk. Hr. Vol. 156 3 1072 93 2 221 20 662 132 3 .160 0 139 92 7 137 0 106 174 . 9 3167 21 4:45 PM Peak Intersection Traffic in Pk. Hr. = 3167 Peak Hr. Factor 0.94 5:45 PM Hour Intersection Pdstms in Pk. Hr. = 21 El Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left. Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config- (left) 2 1 1 1 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 .1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 2 0 Capacity 3600 6000 0 3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 27 585 29 87 896 71 33 30 47 93 41 107 Adjusted Hourly Volume 27 614 0 87 967 0 33 77 0 93 148 0 Utilization Factor 0.01 0.10 0.00 0.02 0.16 0.00 0.02 0.02 0.00 0.05 0.04 0.00 Critical Factors 0.01 0.16 0.02 0.05 ICU Ratio = 0.34 LOS = A Turning Movements at Intersection of: El Camino Real and Marron Road Time: 7:30 AM to 8:30 AM North Approach El Camino Real Date: 07/13/10 . Day: Tuesday 1791 Total Name: Abraham, Jovvan 1054 737 Subtotals 12 Sub- 71 896 87 Sub- Totals totals totals e 138 s 248 0 33 A 107 t 110 30 10 ¶ 41 241 47 I 93 0 A North 134 • 11 1+ 27 585 29 Marron Road • . 1 • Subtotals 1037 641 Total 1678 Totals E a S 375 A p p r South Approach Note: Left-turn volumes include U-turns. U-turns in bold. El.Camino Real at Marron Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 Config - (left) 2 1 . 1 1 . 1 urations 3 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 1 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 1 2 0 1 2 0 Capacity 3600 6000 0 .3600 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (Y/N)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 159 1072 93 241 662 132 160 139 92 137 106 174 Adjusted Hourly Volume 159 1165 0 241 794 0 160 231 0 137 280 0 Utilization Factor 0.04 0.19 0.00 0.07 0.13 0.00 0.09 0.06 0.00 0.08 0.07 0.00 Critical Factors 0.19 0.07 0.09 0.07 ICU Ratio = 0.52 LOS = A Turning Movements at Intersection of: El Camino Real and Marron Road Time: 4:45 PM to 5:45 PM North.Approach El Camino Real Date: 07/13/10 Day: Tuesday . 2461 Total Name: Abraham, Jovvan . 1035 1426 Subtotals 20 Sub- 132 662 241 Sub- Totals totals totals e 394 s 785 0 160 A 174 391 139 0 ¶4 106 417 92 I 137 0 A . North p 453 159 1072 93 Marron Road 3 Subtotals 894 1324 Total 2218 Totals E a S 870 A P p r South Approach . Note: Left-turn volumes include U-turns. U-turns in bold.. CITY OF CARLSBAD oli TRAFFIC MONITORING PROGRAM SUMMER 2010 INTERSECTION ANALYSIS SUMMARY Intersection Number: 4 Intersection Location: El Camino Real & Carlsbad Village Drive F Contents: Turn Movement Count Summary Page 1 (A.M. and P.M.) A.M. Peak Hour ICU Analysis and Page 2 Turn Movement Diagram P.M. Peak Hour ICU Analysis and Page 3 Turn Movement Diagram ENGINIE.RUO COMPANY Tan4,onation Division RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page lof3 City: Carlsbad Intersection of: N/S Street: El Camino Real File: 2010 lnt#04 E/W Street: Carlsbad Village Drive Data Collected by: Deanna, Dale Count Date: Day: Wednesday Traffic Control: Signalized 07/14/10 Weather: Sunny South Approach (NB) North Approach (SB) West Approach (EB) East Approach (WB) 15 min Total End of 15 mm. prd. Left U-Tm Thru Right Peds Left U-Tin Thru Right Peds Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Vehicles Peds 6:15 AM 1 0 29 2 0 3 3 78 3 0 4 0 5 1 0 2 0 28 13 0 172 0 6:30 AM 3 0 39 1 0 2 4 121 7 1 5 0 4 3 1 8 0 29 17 0 243 2 6:45 AM 5 0 45 1 0 3 1 130 10 0 16 0 7 6 0 6 0 31 17 0 278 0 7:00 AM 6 0 55 0 0 9 1 193 18 0 10 0 7 5 0 14 0 60 14 0 392 0 7:15 AM 7 0 45 3 0 5 4 129 18 0 18 0 16 10 0 10 0 76 28 0 369 0 7:30 AM 6 0 74 3 0 1 5 175 13 4 26 0 25 8 1 20 0 76 23 0 455 5 7:45 AM * 7 1 99 4 0 10 5 202 15 1 35 0 37 16 1 16 0 73 25 1 545 3 8:00 AM * 14 0 82 5 0 22 17 274 16 2 26 0 14 15 0 23 0 91 41 0 640 2 8:15AM* 6 0 87 3 0 8 12 179 16 1 28 0 20 12 0 16 0 81 38 1 506 2 8:30 AM • 10 0 100 3 0 9 10 163 14 0 30 0 28 12 0 11 0 62 25 0 477 0 8:45 AM' 13 0 117 2 0 11 14 171 33 1 29 0 22 13 0 13 0 46 26 0 510 1 9:00 AM , 16 1 115 1 0 16 19 156 25 0 32 0 22 15 1 14 0 78 35 0 545 1 Max. 15 min. 16 1 117 5 0 22 19 274 33 4 35 0 37 16 1 23 0 91 41 1 640 5 Pk. Hr. Vol. 37 1 368 15 0 49 44 818 61 4 119 0 99 55 1 66 0 307 129 2 2168 7 ,;iu ,iwl 8:30 AM MUK Hour iniersecuon iramc in r. i-jr. Intersection Pdstms in Pk. Hr. = zioo 7 jreaK i-ir. racwr u.o 3:45 PM 17 0 195 8 0 30 11 131 25 0 40 0 45 8 0 9 0 64 27 0 610 0 4:00 PM 26 2 228 3 0 25 8 132 32 2 39 0 60 12 0 9 0 50 33 0 659 2 4:15 PM 21 2 238 8 0 34 8 151 29 0 44 0 68 14 0 9 0 57 19 1 702 1 4:30 PM 21 0 260 5 0 37 15 122 33 0 35 0 51 13 0 9 0 55 34 3 690 3 4:45 PM 20 0 246 5 0 31 5 138 20 0 37 0 76 18 0 12 0 60 25 0 693 0 5:00 PM * 24 0 252 9 0 50 7 141 26 0 34 0 51 11 1 9 0 52 33 0 699 1 5:15 PM * 23 2 290 19 1 27 6 136 34 0 38 0 79 20 0 8 0 46 31 1 759 2 5:30 PM * 30 0 286 9 0 40 5 149 29 0 33 0 56 11 0 8 0 53 30 1 739 1 5:45 PM * 26 0 266 20 0 42 2 159 31 0 38 0 71 18 0 12 0 51 36 0 772 0 6:00 PM 11 0 223 8 0 28 2 132 30 0 42 0 70 11 0 5 0. 47 26 0 635 0 6:15 PM 13 0 224 9 0 26 4 124 28 0 45 0 66 5 0 10 0 28 26 0 608 0 6:30 PM 9 0 153 11 0 36 14 114 23 1 40 0 50 5 0 7 0 47 33 0 542 1 Max. 15 mm. 30 2 290 20 1 50 15 159 34 2 1 45 0 79 20 1 1 12 0 64 36 3 1 772 3 Pk. Hr. Vol. 103 2 1094 57 1 1 159 20 585 120 0 143 0 25.7 60 1 37 0 202 .130 2 2969 4 4:45 PM Peak Intersection Traffic in Pk. Hr. = 2969 Peak Hr. Factor 0.96 5:45 PM Hour Intersection Pdstrns in Pk. Hr. = 4 El Camino Real at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 7:30 AM to 8:30 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config - (left) 2 1 1 1 1 urations 3 1 1 1 1 1 1 4 11 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 1 0 1 2 0 Capacity 1800 6000 0 1800 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 38 368 15 93 818 61 119 99 55 66 307 129 Adjusted Hourly Volume 38 383 0 93 879 0 119 154 0 66 436 0 Utilization Factor 0.02 0.06 0.00 0.05 0.15 0.00 0.07 0.04 0.00 0.04 0.11 0.00 Critical Factors 0.02 ' 0.15 0.07 0.11 ICU Ratio = 0.45 LOS = A Turning Movements at Intersection of: El Camino Real and Carlsbad Village Drive Time: 7:30 AM . to 8:30 AM North Approach El Camino Real Date: 07/14/10 Day: Wednesday 1632 Total Name: Deanna, Dale 972 660 Subtotals 44 Sub- 61 818 93. Sub- Totals totals totals Totals E e 405 _Ji a s 678 . 0 119 129 S 273 99 V 4 307 ' 502 55 I 66 0 665 A. North A p 163 p 38 368 15 Carlsbad Village Drive 1. Subtotals 940 421 Total 1361 . South Approach Note: Left-turn volumes include U-turns. U-turns in bold. El Camino Real at Carlsbad Village Drive Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) 4:45 PM to 5:45 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config.- (left) 2 . 1 1 1 1 urations 3 1 1 1 1 1 1 4 1 1 1 1 5 6 Outside 7 Free-flow Lane Settings 1 3 0 1 3 0 1 2 0 1 2 0 Capacity 1800 6000 0 1800 6000 0 1800 4000 0 1800 4000 0 Are the North/South phases. split (Y/N)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 105 1094 57 179 585 120 143 257 60 37 202 130 Adjusted Hourly Volume 105 1151 0 . 179 705 0 143 317 0 37 332 0 Utilization Factor 0.06 0.19 0.00 0.10 0.12 0.00 0.08 0.08 0.00 0.02 0.08 0.00 Critical Factors 0.19 0.10 0.08 0.08 ICU Ratio = 0.55 LOS = A Turning Movements at Intersection of: El Camino Real and Carlsbad Village Drive Time: 4:45 PM to 5:45 PM North Approach El Camino Real Date: 07/14/10 Day: Wednesday 2271 Total Name: Deanna, Dale 884 1387 Subtotals 20 Sub- 120 585 179 Sub- Totals totals totals Totals W . 'V L* E e 425 a s 885 0 143 130 s t 460 257 10 202 369 t 60 I 37 0 842 A North A .473 . 11 + .1* 105 1094 57 Carlsbad Village Drive 2 Subtotals 684 1256 Total . 1940 Note: Left-turn volumes include U-turns. U-turns in bold. South Approach Appendix J Alternative Marrón Road South Parcel Access Analysis Appendix J Alternative Marron Road South Parcel Access Analysis This Appendix provides an analysis of an alternative access plan to/from the south parcel of the shopping center along Marron Road. The analysis compares the access plan evaluated in the Draft Environmental Impact Report (DElR) traffic study to the alternative plan. In the body of the report, Intersection 12 is. analyzed as a re-aligned, four-leg intersection comprised of Marion Road on the west and east, and project access legs to the north and south. The south leg of the intersection would provide direct access to the south commercial parcel through a signalized intersection. This Appendix analyzes an alternate configuration where the north and south access points are not realigned, but left as they currently exist. ALTERNATE SOUTH PARCEL MARRON ROAD ACCESS Figure J-1 shows the existing configuration of the access points on Marion Road in question. As shown in the figure, the north and south access points are not aligned with each other, but offset to form two 'T-intersections". The northern access point forms a three-leg signalized intersection with Marion Road. The southern access point forms a three-leg stop-controlled intersection with Marron Road approximately 250 feet east of the northern access point. Intersection configurations and controls can be found on the Figure J-1. The intersection of Marion Road and the southern access point will be referred to as intersection 19. TRAFFIC VOLUMES All scenario traffic volumes for alternate configuration of Intersections 12 and 19 can be found in Table J-1. The traffic volumes for the project access legs were separated into two intersections, then the appropriate through volumes were added to the Marion Road traffic to account for any vehicles that must travel through Intersection 12 or 19 to reach their turning movements. J-2 INTERSECTION AM/PM PEAK HOUR LEVELS OF SERVICE Intersections 12 and 19 were then analyzed using the same methodologies as in the original report to determine their V/C ratio, LOS and significant impacts. The results of this analysis are shown in Table J-2 and the capacity calculation worksheets may be found at the end of this Appendix. As shown in Table J-2, Intersection 12 operates at LOS A under all conditions, thus the project has no significant impact and will require no mitigation. The critical movement (westboUnd left) of Intersection 19 also operates at LOS A under all conditions, thus the project has no significant impact and will require no mitigation. SUMMARY In summary, with the alternate existing configuration: Intersection 12 operates at LOS A under all conditions The critical movement (westbound left) of Intersection 19 also operates at LOS A under all conditions. The project has no significant impacts using the existing Marron Road access configuration or the realigned four-leg configuration. Thus, the project is not required to perform any mitigation under either configuration. 1-2 . , , Ii • • 0 0 0 S 0 Proposed Access (Main Report Analysis) \' \\ Marron Rd L \ \\ ;_ • A CD TTT • Source: Hofman Planning & Engineering,March 2010 \ \_\ Alternate Access(Appendix J Analysis) ) 17 0J,4 - ' Marron Rd owl çç0 AW LEGEND r 4i i;igrSection 14 - 0 nal raffic Stop Sign 1oS ma e Source: Gook Ak ALTERNATE SOUTH SIDE ACCESS FIGURE J-1 TABLE J-1 ALTERNATIVE MARRON ROAD PROJECT ACCESS TRAFFIC VOLUMES mt MIS Street EIW Street AM Peak Hour PM Peak Hour 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 SBR I SBT I SBL I WBR I WBT I WBL I NBR I NBT I NBL I EBR I EBT I EBL I SBR I SBT I SBL I WBR I WBT I WBL I NBR I NBT I NBL I EBR I EBT I EBL Scenario I - Existing Conditions 12 North Project Driveway IMarron Road 1 10 1 0 1 7 1 7 1 129 1 0 1 0 1 0 1 0 1 0 1 119 1 13 1 20 1 0 1 21 1 30 1 376 1 0 1 0 1 0 1 0 1 0 1 384 24 19 South Project Driveway Marion Road 0 0 0 0 136 11 4 1 2 126 0 0 0 0 0 I 406 19 18 0 4 4 405 0 Scenario 2- Existing Baseline Conditions 12 North Project Driveway Marion Road I 20 0 27 49 129 I 0 0 0 0 I 0 119 I 30 I 61 0 106 105 376 0 0 0 0 0 384 55 19 South Project Driveway IMarron Road I 0 1 0 1 0 1 0 1 178 I 11 1 4 1 0 1 1 I 2 1 146 I 0 I 0 1 0 1 0 1 0 1 481 1 19 1 18 1 0 1 4 1 4 1 490 0 Scenario 3-Existing Baseline pius Project Conditions 12No,thProjectDriveway IMarron Road 1 23 1 0 29 51 1301 0 1 0 1 0 1 0 1 0 1 113 1 35 1 73 1 0 1 116 1 1081 360 1 0 1 0 1 0 1 0 1 0 1 373 64 19 South Project DrivewayI Marion Road 1 0 1 0 1 0 1 0 1 180 I 11 1 4 1 0 1 1 1 2 1 140 1 0 1 0 1 0 1 0 1 0 I 484 1 19 1 18 1 0 1 4 1 4 1 485 0 Scenario 4- Near Term Conditions 12NorthProjedDrlveway ManonRoad 20 0 27 49 129 0 0 0 0 0 122 30 61 0 106 105 376 0 0 0 0 0 384 55 19 South Project Driveway IMairon Road 1 0 1 0 1 0 1 0 1 178 1 11 1 4 1 0 1 1 1 2 1 149 I 0 I 0 1 0 1 0 1 0 1 481 1 19 1 18 1 0 1 4 1 4 1 490 1 0 Scenario 5-Near Temi pius Project Conditions 12 NorthProject Driveway Marron Road I 23 0 29 51 130 0 0 0 0 0 116 35 73 0 116 108 380 I 0 I 0 0 0 0 373 64 19 South Project Driveway Marion Road I 0 0 0 0 180 11 4 0 1 2 143 0 0 0 0 0 484 I 19 I 18 0 4 4 485 0 Scenario 6- Horizon Year Conditions 12 North Project Driveway Marion Road 20 0 27 49 134 0 0 I 0 0 0 119 30 61 0 106 105 376 I 0 I 0 0 0 0 457 55 19 South Project Driveway Marion Road 0 0 0 0 183 11 4 I 0 1 2 146 0 0 0 0 0 481 I 19 I 18 0 4 4 563 0 Scenario 7. Horizon Year plus Project Conditions 12North Project Driveway IMarron Road 1 23 1 0 1 29 1 52 135 0 0 0 0 0 113 35 I 74 0 116 109 380 0 0 0 0 0 446 64 19 South Project Driveway Marion Road 0 0 0 0 186 11 4 0 1 2 140 0 I 0 0 0 0 485 19 18 0 4 4 558 0 Scenario 8- Horizon Year Conditions (No Marron Rd Extension, No Rancho Del Oro Interchange) 12 North ProjectDrlveway Marron Road 1 20 I 0 1 27 1 49 I 129 1 0 1 0 1 0 1 0 1 0 I 1191 30 I 61 I 0 I 1061 105 1 376 0 I 0 0 0 0 TS-4-1 55 19 South Project Driveway IMaffon Road 1 0 I 0 1 0 1 0 I 178 1 11 1 4 1 0 1 1 1 2 I 146 I 0 I 0 I 0 I 0 I 0 1 481 1 19 I 18 1 0 1 4 1 4 1 490 1 0 Scenario 9-Horizon Year plus Project Conditions (No Marron Rd Extension, No Rancho Del Oro Interchange) 12 North Project Driveway IMarron Road 23 0 28 50 130 0 0 0 0 0 113 35 74 0 114 107 380 0 0 0 0 0 373 64 19SouthProjectDriveway IManonRoad 0 0 0 0 1 179 1 11 1 4 0 1 1 2 1 139 0 0 0 0 0 483 1 19 1 18 1 0 1 4 1 4 1 483 1 0 Scenario 10- Horizon Year Conditions (No Rancho Del Oro Interchange) 12NorthProjectDriveway Marron Road 20 0 27 49 I 175 0 0 0 0 0 151 I 30 I 61 I 0 106 105 440 0 0 0 0 0 622 55 19ISouth Project Driveway Marion Road 0 0 0 0 I 224 11 4 0 1 2 178 I 0 I 0 I 0 0 0 545 19 18 0 4 4 728 0 Scenario 11 - Horizon Year plus Project Conditions (No Rancho Del Oro Interchange) 12 North Project Driveway Marion Road 23 0 28 51 176 I 0 0 0 0 0 146 36 I 76 I 0 I 114 108 I 444 I 0 1 0 1 0 1 0 1 0 1 612 66 19 South Project Driveway iMarron Road 1 0 1 0 1 0 1 0 1 226 I 10 1 4 1 0 1 1 13 1 171 1 0 I 0 I 0 I 0 10 I 548 I 18 1 18 1 0 1 4 1 5 1 721 I .0 TABLE J-2 MARRON RD ALTERNATIVE PROJECT ACCESS INTERSECTION PEAK HOUR LEVELS OF SERVICE = Jurisdiction! No. Significant Intersection Peak Critcal Lane VIC or LOS [a] VIC or LOS [a] Change in Significant Impact Hour Group Delay Delay VIC or Delay Impact? Criteria SI - Existing Conditions 12 [b] North Project Driveway & A.M. - 0.142 A N/A N/A N/A N/A Marron Road P.M. - 0.226 A N/A N/A N/A N/A 19. [b] South Project Driveway & A.M. WBL 0.110 A N/A N/A N/A N/A Marron Road P.M. WBL 0.120 A N/A N/A N/A N/A S2 - Existing Baseline Conditions S3- Existing Baseline plus Project Conditions 12. [b] North Project Driveway & A.M. - 0.176 A 0.181 A 0.005 NO Marron Road P.M. - 0.310 A 0.322 A 0.012 NO 19. [b] South Project Driveway & A.M. WBL 0.110 A 0.110 A 0.000 NO Marron Road P.M. WBL 0.120 A 0.120 A 0.000 NO S4 - Near Term Conditions S5 - Near Term plus Project Conditions 12. [b] North Project Driveway & A.M. - 0.166 A 0.168 A 0.002 NO Marron Road P.M. - 0.297 A 0.304 A 0.007 NO 19. [b] South Project Driveway & A.M. WBL 0.110 A 0.110 A 0.000 NO Marron Road P.M. WBL 0.120 A 0.120 A 0.000 NO S6 - Horizon Year Conditions S7 - Horizon Year Term plus Project Conditions 12. [b] North Project Driveway & A.M. - 0.168 A 0.170 A 0.002 NO Marron Road P.M. - 0.297 A 0.304 A 0.007 NO 19. IbI South Project Driveway & A.M. WBL 0.110 A 0.110 A 0.000 NO Marron Road P.M. WBL 0.120 A 0.120 A 0.000 NO 58- Horizon Year Conditions S9 - Horizon Year Term plus Project Conditions 12. Ib1 North Project Driveway & A.M. - 0.166 A 0.168 A 0.002 NO Marron Road P.M. - 0.297 A 0.303 A 0.006 NO 19. (bl South Project Driveway & A.M. WBL 0.110 A 0.110 A 0.000 NO Marron Road P.M. WBL 0.120 A 0.120 A 0.000 NO SIO - Horizon Year Conditions S1 - Horizon Year Term plus Project Conditions 12. [b] North Project Driveway & A.M. - 0.179 A 0.181 A 0.002 NO Marron Road P.M. - 0.331 A 0.333 A 0.002 NO 19. [b] South Project Driveway & A.M. WBL 0.110 A 0.110 A 0.000 NO Marron Road P.M. WBL 0.120 A 0.120 A 0.000 NO LdJ LUO Analysis is oasea on 2060 rtLM mem000iogy Tor both the uity Oi Carisbad and Uuly ot Uceanside intersections. [b] intersection falls under City of Carlsbad jurisdiction. The City of Carlsbad significant impact criteria of an increase in V/C of 0.02 for intersections operating at LOS E or F was used. WBL Westbound left-turn lane Attachment Capacity Calculations 1 - Ex AM Wed Apr 20, 2011 15:53:27 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Existing - A.M. Peak Hour ------------------------------------ Level Of Service Computation Report ICU 1(Loss as Cycle Length ) Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd ******************************************************************************** Cycle (sec): 110 Critical Vol./Cap.(X): 0.042 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: . 24 Level Of Service: A ******************************************************************************** Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ----------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I---------------II ---------------II ---------------II --------------- Volume Module: Base Vol: 0 0 0 1 0 10 13 119 0 0 129 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 1.00 Initial Bse: 0 0 0 1 0 10 13 119 0 0 129 7 User Ad): 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: 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 Volume: 0 0 0 1 0 10 13 119 0 0 129 7 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1 0 10 13 119 0 0 129 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 FinalVolume: 0 0 0 1 0 10 13 119 0 0 129 7 I---------------II ---------------II ---------------II --------------- Saturation Flow Module: Sat/Lane: 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 Adjustment: 0.90 1,00 0.90 0.90 1.00 0.90 0.90 1.00 0.90 0.90 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.90 0.10 Final Sat.: 0 0 0 1800 0 1800. 1800 4000 0 0 3794 206 I----------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.03 0.00 0.00 0.03 0.03 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 1 - Ex AM Wed Apr 20, 2011 15:53:27 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Existing - A.M. Peak Hour ------------------------------------ Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.5 Worst Case Level Of Service: A[ 8.9] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - I - R I---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 110 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 I---------------II ---------------II ---------------II---------------I Volume Module: Base Vol: 1 0 4 0 0 0 0126 2 11136 0 Growth Ad): 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 0 4 0 0 0 0 126 2 11 136 0 User Ad): 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 Ad): 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 Volume: 1 0 4 0 0 0 0 126 2 11 136 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 0 4 0 0 0 0 126 2 11 136 0 I---------------II ---------------II ---------------II ---------------I Critical Gap Module: Critical Gp: 6.8 6.5 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUplim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II ---------------II ----------------II ---------------I Capacity Module: Cnflict Vol: 217 285 64 xxxx xxxx xxxxx xxxx xxxx xxxxx 128 xxxx xxxxx Potent Cap.: 757 628 994 xxxx xxxx xxxxx xxxx xxxx xxxxx 1470 xxxx xxxxx Move Cap.: 753 623 994 xxxx xxxx xxxxx xxxx xxxx xxxxx 1470 xxxx xxxxx Volume/Cap: 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx I---------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RI LT - LTR - RI LT - LTR - RI LT - LTR - RI Shared Cap.: xxxx 934 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 8.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * A * * * * * * * A * * ApproachDel: 8.9 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * Note: Queue reported is the number of cars per lane. 1 - Ex PM Wed Apr 20,'2011 15:54:56 Page 14-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Existing - P.M. Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1 (Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd ******************************************************************************** Cycle (sec): 150 Critical Vol./Cap.(X): 0.126 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 24 Level Of Service: A Street Name: Project Driveway Marron Rd Approach: North Bound South Bound. East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 .5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 0 0 0 0 •0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 I---------------II --------------.-II ---------------II ---------------I Volume Module: Base Vol: 0 0 0 21 0 20 24 384 0 0 376 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 21 0 20 24 384 0 0 376 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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 Volume: 0 0 0 21 0 20 24 384 0 0 376 30 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 21 0 20 24 384 0 0 376 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 21 0 20 24 384 0 0 376 30 I---------------II ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 Adjustment: 0.90 1.00 0.90 0.90 1.00 0.90 0.90 1.00 0.90 0.90 1.00. 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.85 0.15. Final Sat.: a o 0 1800 0 1800 1800 4000 0 0 3704 296 I---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.01 0.01 0.10 0.00 0.00 0.10 0.10 Crit Moves Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 1 - Ex PM Wed Apr 20, 2011 15:54:56 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Existing - P.M. Peak Hour ------------------------------------ Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.5 Worst Case Level Of Service: B[ 11.8] Street. Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 I---------------II ---------------II ---------------II --------------- Volume Module: Base Vol: 4 0 18 0 0 0 0 405 4 19 406 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: 4 0 18 0 0 0 0 405 4 19 406 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: 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 Volume: 4 0 18 0 0 0 0 405 4 19 406 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 0 0 0 405 4 19 406 0 I---------------II ---------------II ---------------II --------------- Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I ---------------II ---------------II ---------------II---------------I Capacity Module: Cnflict Vol: 851 851 407 xxxx xxxx xxxxx xxxx xxxx xxxxx 409 xxxx xxxxx Potent Cap.: 333 299 648 xxxx xxxx xxxxx xxxx xxxx xxxxx 1161 xxxx xxxxx Move Cap.: 329 294 648 xxxx xxxx xxxxx xxxx xxxx xxxxx 1161 xxxx xxxxx Volume/Cap: 0.01 0.00 0.03 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx I---------------II ---------------II ---------------II --------------- Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.2 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RI LT - LTR - RI Shared Cap.: xxxx 551 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 11.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.2 xxxx xxxxx Shared LOS: * B * * * * * * * A * * ApproachDel: 11.8 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 2 - Ex Baseline AM Wed Apr 20, 2011 15:56:58 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Existing Baseline - A.M. Peak Hour ------------------------------------ Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 110 Critical Vol./Cap.(X): 0.076 Loss Time (sec): 0 Average Delay.(sec/veh).: xxxxxx Optimal Cycle: 24 Level Of Service: A Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound . West Bound Movement: L - T - R L - T - R L - T - R L - T - R I -------------- I I---------------II ---------------II---------------I Control: Split Phase Split Phase Permitted Permitted Rights: . Include Include Include . Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 Volume Module: Base Vol: 0 0 0 27 0 20 30 119 0 0 129 49 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 0 0 27 0 20 30 119 0 0 129 49 User Ad]: 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: 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 Volume: 0 0 0 27 0 20 30 119 0 0 129 49 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 27 0 20 30 119 0 0 129 49 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 27 0 20 30 119 0 0 129 49 I---------------II ---------------II----------------II---------------I Saturation Flow Module: Sat/Lane: 2000.2000 2000 2000 2000 2000 2000 2000 2000 : 2000 2000 2000 Adjustment: 0.90 1.00 0.90 0.90 1.00 0.90 0.90 1.00 0.90 0.90 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.45 0.55 Final Sat.: 0 0 0 1800 0 1800 1800 4000 0 0 2899 1101 I ---------------II---------------II ------------- --II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.01 0.02 0.03. 0.00 .0.00 0.04 0.04 Crit Moves: ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 2 - Ex Baseline AM Wed Apr 20, 2011 15:56:58 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Existing Baseline - A.M. Peak Hour ------------------------------------ Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: A[ 9.0] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T -R L - T - R I ---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 110 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 1 0 4 0 0 0 0 146 2 11 178 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: .1 0 4 0 0 0 0 146 2 11 178 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: 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 Volume: 1 0 4 0 0 0 0 146 2 11 178 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 0 4 0 0 0 0 146 2 11 178 0 I---------------II ---------------II --------------- II ---------------I Critical Gap Module: Critical Gp: 6.8 6.5 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUplim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II ---------------II ---------------II ---------------I Capacity Module: Cnflict Vol: 258 347 74 xxxx xxxx xxxxx xxxx xxxx xxxxx 148 xxxx xxxxx Potent Cap.: 714 580 979 xxxx xxxx xxxxx xxxx xxxx xxxxx 1446 xxxx xxxxx Move Cap.: 710 575 979 xxxx xxxx xxxxx xxxx xxxx xxxxx 1446 xxxx xxxxx Volume/Cap: 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx I---------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RI LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 910 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 9.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxxxxxxx 7.5 xxxx xxxxx Shared LOS: * A * * * * * * * A * * ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 2 - Ex Baseline PM Wed Apr 20, 2011 15:57:56 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Existing Baseline - P.M. Peak Hour ------------------------------------ Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 150 Critical Vol./Cap.(X): 0.210 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 24 Level Of Service: A Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - .T - R L - T - R L - T - R I--------------- II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 Volume Module: Base.Vol: 0 0 0 106 0 61 55 384 0 0 376 105 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 0 0 106 0 61 55 384 0 0 376 105 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: 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 Volume: 0 0 0 106 0 61 55 384 0 0 376 105 Reduct Vol: 0 0 0 0 0 .0 0 0 0 0 0 0 Reduced Vol: 0 0 0 106 0 61 55 384 0 0 376 105 PCE Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 106 0 61 55 384 0 0 376 105 I---------------II ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 Adjustment: 0.90 1.00 0.90 0.90 1.00 0.90 0.90 1.00 0.90 0.90 100 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.56 0.44 Final Sat.: 0 0 0 1800 0 1800 1800 4060 0 0 3127 873 I ---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.03 0.03 0.10 0.00 0.00 0.12 0.12 CritMoves: S . ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 2 - Ex Baseline PM Wed Apr 20, 2011 15:57:56 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Existing Baseline - P.M. Peak Hour ------------------------------------ Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: BE 12.9] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 4 0 18 0 0 0 0 490 4 19 481 0 Growth Ad): 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: 4 0 18 0 0 0 0 490 4 19 481 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: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.06 1 .00 1 .00 1.00 PHF Volume: 4 0 18 0 0 0 0 490 4 19 481 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 0 0 0 490 4 19 481 0 I---------------II ---------------II ----------------II ---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2xxxx xxxxx I---------------II ---------------II ---------------II ---------------I Capacity Module: Cnflict Vol: 1011 1011 492 xxxx xxxx xxxxx xxxx xxxx xxxxx 494xxxx xxxxx Potent Cap.: 268 241; 581 xxxx xxxx xxxxx xxxx xxxx xxxxx 1080 xxxx xxxxx Move Cap.: 264 237 581 xxxx xxxx xxxxx xxxx xxxx xxxxx 1080xxxx xxxxx Volume/Cap: 0.02 0.00 0.03 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx I---------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 477 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx 12.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx Shared LOS: * B * * * * * * * A * * ApproachDel: 12.9 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 3 - Ex Baseline + Proj AM Wed Apr 20, 2011 16:29:26 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Existing Baseline plus Project - A.M. Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 110 Critical Vol./Cap.(X): 0.081 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 24 Level Of Service: A ******************************************************************************** Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I ---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 0 0 0 29 0 23 35 113 0 0 130 51 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 0 0 29 0 23 35 113 0 0 130 51 User Ad]: 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 Ad]: 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 Volume: 0 0 0 29 0 23 35 113 0 0 130 51 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 29 0 23 35 113 0 0 130 51 PCE Ad]: 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 1.00 100 1.00 FinalVolume: 0 0 0 29 0 23 35 113 0 0 130 51 I ---------------II ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 Adjustment: 0.90 1.00 0.90 0.90 1.00 0.90 0.90 1.00 0.90 0.90 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.44 0.56 Final Sat.: 0 0 0 1800 0 1800 1800 4000 0 0 2873 1127 I ---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.01 0.02 0.03 0.00 0.00 0.05 0.05 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 3 - Ex Baseline + Proj AM Wed Apr 20, 2011 16:29:26 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Existing Baseline plus Project - A.M. Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: AL 9.0] ******************************************************************************** Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 1 0 4 0 0 0 0 140 2 11 180 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 0 4 0 0 0 0 140 .2 11 180 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: 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 Volume: 1 0 4 0 0 0 0 140 2 11 180 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 0 4 0 0 0 0 140 2 11 180 0 I---------------II ---------------II ---------------II ---------------I Critical Gap Module: Critical Gp: 6.8 6.5 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUplim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II ---------------II ---------------II ---------------I Capacity Module: Cnflict Vol: 253 343 71 xxxx xxxx xxxxx xxxx xxxx xxxxx 142 xxxx xxxxx Potent Cap.: 719 583 983 xxxx xxxx xxxxx xxxx xxxx xxxxx 1453 xxxx xxxxx Move Cap.: 715 578 983 xxxx xxxx xxxxx xxxx xxxx xxxxx 1453 xxxx xxxxx Volume/Cap: 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx I---------------II ---------------II ---------------II ----------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RI LT - LTR - RT LT - LTR - AT Shared Cap.: xxxx 915 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 9.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * A * * * . * * * * A * * ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 3 - Ex Baseline + Proj PM Wed Apr 20, 2011 16:29:40 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Existing Baseline plus Project - P.M. Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 150 Critical Vol./Cap.(X): 0.222 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 24 Level Of Service: A Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T- R I---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0. 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I---------------II ---------------II ---------------II --------------- Volume Module: Base Vol: 0 0 0 116 0 73 64 373 0 0 380 108 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 0 0 116 0 73 64 373 0 0 380 108 User Ad]: 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 Ad]: 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 Volume: 0 0 0 116 0 73 64 373 0 0 380 108 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 116 0 73 64 373 0 0 380 108 PCE Ad): 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 Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 116 0 73 64 373 0 0 .380 108 I---------------II ---------------II ---------------1•1 --------------- Saturation Flow Module: Sat/Lane: 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 Adjustment: 0.90 1.00 0.90 0.90 1.00 0.90 0.90 1.00 0.90 0.90 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.56 0.44 Final Sat.: 0 0 0 1800 0 1800 1800 4000 0 0 3115 885 I---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.04 0.04 0.09 0.00 0.00 0.12 0.12 Crit Moves: **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 3 - Ex Baseline + Proj PM Wed Apr 20, 2011 16:29:40 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Existing Baseline plus Project - P.M. Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #19 South Project Driveway & Marron Rd ** * ** ************** * * * **** * ****** *** ******************************* ** Average Delay (sec/veh): 0.4 Worst Case Level Of Service: BE 12.9] ******************************************************************************** Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 4 0 18 0 0 0 0 485 4 19 484 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: 4 0 18 0 0 0 0 485 4 19 484 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: 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 Volume: 4 0 18 0 0 0 0 485 4 19 484 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 0 0 0 485 4 19 484 0 I---------------II ---------------II ---------------II ---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II ---------------II ---------------II ---------------I Capacity Module: Cnflict Vol: 1009 1009 487 xxxx xxxx xxxxx xxxx xxxx xxxxx 489 xxxx xxxxx Potent Cap.: 269 242 585 xxxx xxxx xxxxx xxxx xxxx xxxxx 1085 xxxx xxxxx Move Cap.: 265 238 585 xxxx xxxx xxxxx xxxx xxxx xxxxx 1085 xxxx xxxxx Volume/Cap: 0.02 0.00 0.03 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx I-.--------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx. xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx LOS by Move: * * * * * * *. * * A * * Movement: LT LTR - RI LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 479 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx 12.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx Shared LOS: * B * * * * * * * A * * ApproachDel: 12.9 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Iraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 4 - Near Term AM Wed Apr 20, 2011 16:31:45 Page 14-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Near Term - A.M. Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 110 Critical Vol./Cap.(X): 0.066 Loss Time (sec): 0 Average Delay (sec/veh): 6.7 Optimal Cycle: 24 Level Of Service: A Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West. Bound Movement: L - T - R L.- T - R L - T - R L - T - R I ---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted . Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 I---------------II ---------------II ---------------II ------- --------I Volume Module: Base Vol: 0 0 0 27 0 20 30 122 0 0 129 49 Growth Ad]: 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 0 0 27 0 20 30 122 0 0 129 49 User Ad): 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 Ad): 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 Volume: 0 0 0 27 0 20 30 122 0 0 129 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 . 0 .0 0 Reduced Vol: 0 0 0 27 0 20 30 122 0 0 129 49 PCE Ad]: 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 Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 27 0 20 30 122 0 0 129 49 I---------------II ---------------II --------------- II. ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.62 0.95 1.00 1.00 0.91 0.91 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.45 0.55 Final Sat.: 0 0 0 1805 0 1615 1184 3610. 0 0 2509 953 I---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.01 0.03 0.03 0.00 0.00 0.05 0.05 Crit Moves: . Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.77 0.77 0.00 0.00 0.77 0.77 Volume/Cap: 0.00 0.00 0.00 0.07 0.00 0.05 0.03 0.04 0.00 0.00 0.07 0.07 Delay/Veh: 0.0 0.0 0.0 33.6 0.0 33.5 2.9 2.9 0.0 0.0 3.0 3.0 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 Ad)Del/Veh: 0.0 0.0 0.0 33.6 0.0 33.5 2.9 2.9 0.0 0.0 3.0 3.0 LOS by Move: A A A C A C A A A . A A A HCM2kAvgQ: 0 0 0 1 0 1 0 1 0 0 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 4 - Near Term AM Wed Apr 20, 2011 16:31:45 Page 21-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Near Term - A.M. Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd * * * * * * * * * * * * * *•* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Average Delay (sec/veh): 0.4 Worst Case Level Of Service: A[ 9.0] ******************************************************************************** Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 I--- - -----------II ----------------II ---------------II ---------------I Volume Module: Base Vol: 1 0 4 0 0 0 0 149 2 11 178 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1 .00 Initial Bse: 1 0 4 0 0 0 0 149 2 11 178 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: 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 Volume: 1 0 4 0 0 0 0 149 2 11 178 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 0 4 0 0 0 0 149 2 11 178 0 I---------------II ---------------II ---------------II ----------------I Critical Gap Module: Critical Gp: 6.8 6.5 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUplim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I ---------------II ---------------II ---------------II ---------------I Capacity Module: Cnflict Vol: 261 350 76 xxxx xxxx xxxxx xxxx xxxx xxxxx 151 xxxx xxxxx Potent Cap.: 711 577 977 xxxx xxxx xxxxx xxxx xxxx xxxxx 1442 xxxx xxxxx Move Cap.: 707 573 977 xxxx xxxx xxxxx xxxx xxxx xxxxx 1442 xxxx xxxxx Volume/Cap: 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx I---------------II ---------------II ---------------II ----------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RI Shared Cap.: xxxx 908 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 9.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * A * * * * * * * A * * ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx ApproachLoS: A * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 4 - Near Term PM Wed Apr 20, 2011 16:32:46 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Near Term - P.M. Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 150 Critical Vol./Cap.(X): 0.197 Loss Time (sec): 0 Average Delay (sec/veh): 12.5 Optimal Cycle: 24 Level Of Service: B Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I- - - - - - - - - - - - - -.-II - - - - - - - - - - - - - --II - - - - - - --- - - - - - - -II - - - - - - - - - - - - - - - Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: .00000 10001 10200 00110 I---------------II ---------------II ---------------II ----------------I Volume Module: Base Vol: 0 0 0 106 0 61 55 384 0 0 376 105 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 0 0 106 0 61 55 384 0 0 376 105 User Ad): 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: 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 Volume: 0 0 0 106 0 61 55 384 0 0 376 105 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 106 0 61 55 384 0 0 376 105 PCE Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 106 0 61 55 384 0 0 376 105 ---------------- ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 .0.44 0.95 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.56 0.44 Final Sat.: 0 0 0 1805 0 1615 836 3610 0 0 2729 762 I - - - - - - - - - - - - - - - II -- - - - - - - - - - - - - - II -- - - - - - - - - - - - - - II -- - - - - - - - - - - - - - I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.04 0.07 0.11 0.00 0.00 0.14 0.14 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.30 0.00 0.30 0.70 0.70 0.00 0.00 0.70 0.70 Volume/Cap: 0.00 0.00 0.00 0.20 0.00 0.13 0.09 0.15 0.00 0.00 0.20 0.20 Delay/Veh: 0.0 0.0 0.0 39.4 0.0 38.4 7.2 7.5 0.0 0.0 7.8 7.8 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: 0.0 0.0 0.0 39.4 0.0 38.4 7.2 7.5 0.0 0.0 7.8 7.8 LOS by Move: A A A D A D A A A A A A HCM2kAvgQ: 0 0 0 4 0 2 1 3 0 0 4 4 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 4 - Near Term PM Wed Apr 20, 2011 16:32:47 Page 21-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Near Term - P.M. Peak Hour ----------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Màrron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: BE 12.9] ** ** * ************** * ** ** *** *** *** ** * ***** ****** ******************************* ** Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: 'Include Include Include Include Lanes: 0 0 1!00 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 I---------------II ---------------.11 ---------------II ---------------I Volume Module: Base Vol: 4 0 18 0 0 0 0 490 4 19 481 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: 4 0 18 0 0 0 0 490 4 19 481 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: 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 Volume: 4 0 18 0 0 0 0 490 4 19 481 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 0 0 0 490 4 19 481 0 I---------------II ---------------II ---------------II ---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Followuplim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I ---------------II ---------------II ---------------II ----------------I Capacity Module: Cnflict Vol: 1011 1011 492 xxxx xxxx xxxxx xxxx xxxx xxxxx 494 xxxx xxxxx Potent Cap.: 268 241 581 xxxx xxxx xxxxx xxxx xxxx xxxxx 1080 xxxx xxxxx Move Cap.: 264 237 581 xxxx xxxx xxxxx xxxx xxxx xxxxx 1080 xxxx xxxxx Volume/Cap: 0.02 0.00 0.03 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx I---------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx LOS by Move: * * * * * .* * * * A * * Movement: LT - LTR - RI LT - LTR - RT LT - LTR - RT LT - LTR - RI Shared Cap.: xxxx 477 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx 12.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx Shared LOS: * B * * * * * * * A * * ApproachDel: 12.9 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. ***** ************** * ** ** ********* ** * ***** ****** *********** * ** ***************** ** Traff ix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 5 - Near Term + Proj AM Wed Apr 20, 2011 16:34:16 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Near Term plus Project - A.M. Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 110 Critical Vol./Cap.(X): 0.068 Loss Time (sec): 0 Average Delay (sec/veh): 7.2 Optimal Cycle: 24 Level Of Service: A Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R •L - T - R I---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 0 0 0 29 0 23 35 116 0 0 130 51 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 0 0 29 0 23 35 116 0 0 130 51 User Ad): 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: 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 Volume: 0 0 0 29 0 23 35 116 0 0 130 51 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 29 0 23 35 116 0 0 130 51 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 29 0 23 35 116 0 0 130 51 I---------------II ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.62 0.95 1.00 1.00 0.91 0.91 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.44 0.56 Final Sat.: 0 0 0 1805 0 1615 1178 3610 0 0 2484 974 I---------------II ----------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.01 0.03 0.03 0.00 0.00 0.05 0.05 Crit Moves: Green/Cycle: 0.00 0.00 000 0.23 0.00 0.23 0.77 0.77 0.00 0.00 0.77 0.77 Volume/Cap: 0.00 0.00 0.00 0.07 0.00 0.06 0.04 0.04 0.00 0.00 0.07 0.07 Delay/Veh: 0.0 0.0 0.0 32.8 0.0 32.7 3.1 3.1 0.0 0.0 3.2 3.2 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 0.0 0.0 32.8 0.0 32.7 3.1 3.1 0.0 0.0 3.2 3.2 LOS byMove: A A A C A C A A A A A A HCM2kAvgQ: 0 0 0 1 0 1 0 0 0 0 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 5 - Near Term + Proj AM Wed Apr 20, 2011 16:34:16 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Near Term plus Project - A.M. Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ** * ** ** ********* * * * *** ** ****** ******************************* ** Intersection #19 South Project Driveway & Marron Rd ******************************************************************************** Average Delay (sec/veh): 0.6 Worst Case Level Of Service: A[ 8.9] ******************************************************************************** Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I ---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 4 0 18 0 0 0 0 48 4 19 484 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: 4 0 18 0 0 0 0 48 4 19 484 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: 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 Volume: 4 0 18 0 0 0 0 48 4 19 484 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 0 0 0 48 4 19 484 0 I---------------II ---------------II --------------- --------------- Critical Gap Module: Critical Gp: 6.8 •6.5 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUplim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II ---------------II ---------------II ---------------I Capacity Module: Cnflict Vol: 330 572 26 xxxx xxxx xxxxx xxxx xxxx xxxxx 52 xxxx xxxxx Potent Cap.: 645 433 1050 xxxx xxxx xxxxx xxxx xxxx xxxxx 1567. xxxx xxxxx Move Cap.: 639 428 1050 xxxx xxxx xxxxx xxxx xxxx xxxxx 1567 xxxx xxxxx Volume/Cap: 0.01 0.00 0.02 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx I---------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.3 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RI Shared Cap.: xxxx 940 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 8.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.3 xxxx xxxxx Shared LOS: * A * * * * * * * A * * ApproachDel: 8.9 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION. 5 - Near Term + Proj PM Wed Apr 20, 2011 16:35:37 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Near Term plus Project - P.M. Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 150 Critical Vol./Cap.(X): 0.204 Loss Time (sec): 0 Average Delay (sec/veh): 13.4 Optimal Cycle: 24 Level Of Service: B Street Name: Project Driveway Marron Rd Approach: North Bound . South Bound East Bound West Bound Movement: L - T - R L - T - A L - T - R L - T - R I--------------- II ---------------II --------------- II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I---------------II---------------II ---------------II---------------I Volume Module: Base Vol: 0 0 0 116 0 73 64 373 0 0 380 108 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 0 0 116 • 0 73 64 373 0 0 380 108 User Ad]: 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: 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 Volume: 0 0 0 116 0 73 64 373 0 0 380 108 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 . 0 116 0 73 64 373 0 0 380 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 FinalVolume: 0 0 0 116 0 73 64 373 0 0 380 18 I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.43 0.95 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 .1.00 2.00 0.00 0.00 1.56 0.44 Final Sat.: 0 0 0 1805 0 1615 825 3610 0 0 2718 773 I ---------------II----------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.05 0.08 0.10 0.00 0.00 0.14 0.14 Crit Moves: . . Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.69 0.69 0.00 0.00 0.69 0.69 Volume/Cap: 0.00 0.00 0.00 0.20 0.00 0.14 0.11 0.15 0.00 0.00 0.20 0.20 Delay/Veh: 0.0 0.0 0.0 37.8 0.0 37.0 8.2 8.3 0.0 0.0 8.7 8.7 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 Ad]Del/Veh: 0.0 0.0 0.0 37.8 0.0 37.0 8.2 8.3 0.0 0.0 8.7 8.7 LOS by Move: A A A D A 0 A A A A A A HCM2kAvgQ: 0 0 0 4 0 2 1 3 0 • 0 4 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 5 - Near Term + Proj PM Wed Apr 20, 2011 16:35:37 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Near Term plus Project - P.M.*Peak Hour --------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: BE 12.9] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 4 0 18 0 0 0 0 485 4 19 484 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: 4 0 18 0 0 0 0 485 4 19 484 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 Ad): 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 Volume: 4 0 18 0 0 0 0 485 4 19 484 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 0 0 0 485 4 19 484 0 I---------------II---------------II---------------II--------------- Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx .2.2 xxxx xxxxx I---------------II---------------II---------------II--------------- Capacity Module: Cnflict Vol: 1009 1009 487 xxxx xxxx xxxxx xxxx xxxx xxxxx 489 xxxx xxxxx Potent Cap.: 269 242 585 xxxx xxxx xxxxx xxxx xxxx xxxxx 1085 xxxx xxxxx Move Cap.: 265 238 585 xxxx xxxx xxxxx xxxx xxxx xxxxx 1085 xxxx xxxxx Volume/Cap: 0.02 0.00 0.03 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx I---------------II---------------II---------- -----II--------------- Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 479 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx-xxxx xxxxx SharedQueue:xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx 12.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx Shared LOS: * B * * * * * * * A * * ApproachDel: 12.9 xxxxxx xxxxxx xxxxxx ApproachLoS: B * * * Note: Queue reported is the number of cars per lane. ******************************************************************************** Traff ix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 6 - Horizon Year AM Wed Apr 20, 2011 16:37:24 Page 14-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Horizon Year - A.M. Peak Hour With Marron Rd and Cannon Rd Extensions, and ADO Interchange -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 110 Critical Vol./Cap.(X): 0.068 Loss Time (sec): 0 Average Delay (sec/veh): 6.7 Optimal Cycle: 24 Level Of Service: A Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ - ---------------- II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 ------------ I ---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 0 0 0 27 0 20 30 119 0 0 134 49 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 0 0 27 0 20 30 119 0 0 134 49 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: 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 Volume: 0 0 0 27 0 20. 30 119 0 0 134 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 27 0 20 30 119 0 0 134 49 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 27 0 20 30 119 0 0 134 49 ------------I ---------------II----------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.62 0.95 1.00 1.00 0.91 0.91 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.46 0.54 Final Sat.: 0 0 0 1805 0 1615 1176 3610 0 0 2538 928 ------------ I ---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.01 0.03 0.03 0.00 0.00 0.05 0.05 Crit Moves: Green/Cycle: 0.00 0.00 0.00 0.22 0.00 0.22 0.78 0.78 0.00 0.00 0.78 0.78 Volume/Cap: 0.00 0.00 0.00 0.07 0.00 0.06 0.03 0.04 0.00 0.00 0.07 0.07 Delay/Veh: 0.0 0.0 0.0 34.0 0.0 33.9 2.8 2.8 0.0 0.0 2.8 2.8 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: 0.0 0.0 0.0 34.0 0.0 33.9 2.8 2.8 0.0 0.0 2.8 2.8 LOS by Move: A A A C A C A A A A A A HCM2kAvgQ: 0 0 0 1 0 1 0 0 0 0 1 1 Note: Queue reported is the number of cars per lane. Traff ix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 6 - Horizon Year AM Wed Apr 20, 2011 16:37:24 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Year - A.M. Peak Hour With Marron Rd and Cannon Rd Extensions, and RDO Interchange Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: AL 9.0] * * * ************** ***** ** * ************************************ Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I--------------- II ---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes:. 0 0 11 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 I--------------- II ---------------II---------------II---------------I Volume Module: Base Vol: 1 0 4 0 0 . 0 0 146 2 11 183 0 Growth Ad]: 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 0 4 0 0 0 0 146 2 11 183 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: 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 Volume: 1 0 4 0 0 0 0 146 2 11 183 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 0 4 0 0 0 0 146 2 11 183 0 I---------------II----------------II---------------II--------------- Critical Gap Module: Critical Gp: 6.8 6.5 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUplim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I--------------- II--- ------------II---------------II---------------I Capacity Module: Cnflict Vol: 261 352 74 xxxx xxxx xxxxx xxxx xxxx xxxxx 148 xxxx xxxxx Potent Cap.: 712 576 979 xxxx xxxx xxxxx xxxx xxxx xxxxx 1446 xxxx xxxxx Move Cap.: 708 572 979 xxxx xxxx xxxxx xxxx xxxx xxxxx 1446 xxxx xxxxx Volume/Cap: 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx I--------------- II ---------------II---------------II----------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RI LT - LTR - RI LT - LTR - RI. LT - LTR - AT Shared Cap.: xxxx 909 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxxx Shrd ConDel:xxxxx 9.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * A * * * * * * * A * * ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * ** ****** ** * ** *** * * * *********** *** ******** ****** ****** ************************* ** Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 6 - Horizon Year PM Wed Apr 20, 2011 16:38:25 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Yea - P.M. Peak Hour With Marron Rd and Cannon Rd Extensions, and ADO Interchange Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Project Driveway & Marron Rd Cycle (sec): 150 Critical Vol./Cap.(X): 0.197 Loss Time (sec): 0 Average Delay (sec/veh): 12.2 Optimal Cycle: 24 Level Of Service: B Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I---------------11 ---------------II ---------------II ---------------I Volume Module: Base Vol: 0 0 0 106 0 61 55 457 0 0 376 105 Growth Ad]: 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 0 0 106 0 61 55 457 0 0 376 105 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: 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 Volume: 0 0 0 106 0 61 55 457 0 0 376 105 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 106 0 61 55 457 0 0 376 105 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 106 0 61 55 457 0 0 376 105 I---------------II ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.44 0.95 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.56 0.44 Final Sat.: 0 0 0 1805 0 1615 836 3610 0 0 2729 762 I ---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.04 0.07 0.13 0.00 0.00 0.14 0.14 Crit Moves: Green/Cycle: 0.00 0.00 0.00 0.30 0.00 0.30 0.70 0.70 0.00 0.00 0.70 0.70 Volume/Cap: 0.00 0.00 0.00 0.20 0.00 0.13 0.09 0.18 0.00 0.00 0.20 0.20 Delay/Veh: 0.0 0.0 0.0 39.4 0.0 38.4 7.2 7.7 0.0 0.0. 7.8 7.8 User oelAdj: 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 0.0 0.0 39.4 0.0 38.4 7.2 7.7 0.0 0.0 7.8 7.8 LOS byMove: A A A D A D A A A A A A HCM2kAvgQ: 0 0 0 4 0 2 1 4 0 0 4 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (0) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 6 - Horizon Year PM Wed Apr 20, 2011 16:38:25 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Yea - P.M. Peak Hour With Marron Rd and Cannon Rd Extensions, and ADO Interchange Level Of Service Computation Report 2000 11CM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service:. BE 13.8] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - I - R I---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled . Uncontrolled Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 4 0 18 0 0 0 0 563 4 19 481 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: 4 0 18 0 0 0 0 563 4 19 481 0 User Ad): 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: 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 Volume: 4 0 18 0 0 0 0 563 4 19 481 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 0 0 0 563 4 19 481 0 I--------------- II ---------------- II ---------------II ---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I- - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -II ---------------.1 Capacity Module: Cnflict Vol: 1084 1084 565 xxxx xxxx xxxxx xxxx xxxx xxxxx 567 xxxx xxxxx Potent Cap.: 242 219 528 xxxx xxxx xxxxx xxxx xxxx xxxxx 1015 xxxx xxxxx Move Cap.: 23.9 215 528 xxxx xxxx xxxxx xxxx xxxx xxxxx 1015 xxxx xxxxx Volume/Cap: 0.02 0.00 0.03 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx I---------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.6 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RI LT - LIR - RT LT - LIR - RI LT - LIR - RI Shared Cap.: xxxx 433 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx 13.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.6 xxxx xxxxx Shared LOS: * B * * * * * * * A * * ApproachDel: 13.8 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Iraffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 7 - Horizon Year + Proj AM Wed Apr 20, 2011 16:39:44 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - A.M. Peak Hour With Marron Rd and Cannon Rd Extensions, and ADO Interchange Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Project Driveway & Marron Rd Cycle (sec): 110 Critical Vol./Cap.(X): 0.070 Loss Time (sec): 0 Average Delay (sec/veh): 7.1 Optimal Cycle: 24 Level-Of Service: . A Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I -- - - - - - - - - - - - - - II -- - - - - - - - - - - - - - II -- - - - - - - - - - - - - - II -- - - - - - - - - - - - - - I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I----------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 0 0 0 29 0 23 35 113 0 0 135 52 Growth Ad]: 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 0 0 29 0 23 35 113 0 0 135 52 User Ad]: 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 Ad]: 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 Volume: 0 0 0 29 0 23 35 113 0 0 135 52 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 29 0 23 35 113 0 0 135 .52 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 Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 29 0 23 35 113 0 0 135 52 I---------------II ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.62 0.95 1.00 1.00 0.91 0.91 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.44 0.56 Final Sat.: 0 0 0 1805 0 1615 1170 3610 0 0 2497 962 I---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.01 0.03 0.03 0.00 0.00 0.05 0.05 Crit Moves: . Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.77 0.77 0.00 0.00 0.77 0.77 Volume/Cap: 0.00 0.00 0.00 0.07 0.00 0.06 0.04 0.04 0.00 0.00 0.07 0.07 Delay/Veh: 0.0 0.0 0.0 33.3 0.0 33.2 3.0 3.0 0.0 0.0 3.1 3.1 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 0.0 0.0 33.3 0.0 33.2 3.0 3.0 0.0 0.0 3.1 3.1 LOS by Move: A A A C A C A A A A A A HCM2kAvgQ: 0 0 0 1 0 1 0 0 0 0 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 7 - Horizon Year + Proj AM Wed Apr 20, 2011 16:39:44 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - A.M. Peak Hour With Marron Rd and Cannon Rd Extensions, and ROD Interchange Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: AL 9.0] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1!O 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ---------------- ---------------II ---------------II ---------------I Volume Module: Base Vol: 1 0 4 0 0 0 0 140 2 11 186 0 Growth Ad]: 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 0 4 0 0 0 0 140 2 11 186 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 Ad): 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 Volume: 1 0 4 0 0 0 0 140 2 11 186 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 0 4 0 0 0 0 140 2 11 186 0 I---------------II ---------------II ---------------II ---------------I Critical Gap Module: Critical Gp: 6.8 6.5 6.9 xxxxx xxxx xxxxx xxxxx xxxx' xxxxx 4.1 xxxx xxxxx FollowUplim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II ---------------II ---------------II ---------------I Capacity Module: Cnflict Vol: 256 349 71 xxxx xxxx xxxxx xxxx xxxx xxxxx 142 xxxx xxxxx Potent Cap.: 716 578 983 xxxx xxxx xxxxx xxxx xxxx xxxxx 1453 xxxx xxxxx Move Cap.: 712 574 983 xxxx xxxx xxxxx xxxx xxxx -xxxxx 1453 xxxx xxxxx Volume/Cap: 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx I---------------II ---------------II ---------------II ---------------I Level Of Serviôe Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RI LT - LTR - RT LT - LTR - RT LT - LTR - AT Shared Cap.: xxxx 914 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 9.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * A * * * * * * * A * * ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 7 - Horizon Year + Proj PM Wed Apr 20, 2011 16:40:40 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - P.M. Peak Hour With Marron Rd and Cannon Rd Extensions, and ROD Interchange Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Project Driveway & Marron Rd Cycle (sec): 150 Critical Vol./Cap.(X): 0.204 Loss Time (sec): 0 Average Delay (sec/veh): 13.2 Optimal Cycle: 24 Level Of Service: B Street Name: Project Driveway . Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II --------------- Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: . 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - - I Volume Module: Base Vol: 0 0 0 116 0 74 64 446 0 0 380 109 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 0 0 116 0 74 64 446 0 0 380 109 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: 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 Volume: 0 0 0 116 0 74 64 446 0 0 380 109 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 116 0 74 64 446 0 0 380 109 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 FinalVolume: 0 0 0 116 0 74 64 446 0 0 380 109 I----------------II ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1.900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.43 0.95 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.55 0.45 Final Sat.: 0 0 0 1805 0 1615 825 3610 0 0 2713 778 I---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00. 0.06 0.00 0.05 0.08 0.12 0.00 0.00 0.14 0.14 Grit Moves: Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.69 0.69 0.00 0.00 0.69 0.69 Volume/Cap: 0.00 0.00 0.00 0.20 0.00 0.15 0.11 0.18 0.00 0.00 0.20 0.20 Delay/Veh: 0.0 0.0 0.0 37.8 0.0 37.1 8.1 8.5 0.0 0.0 8.7 8.7 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 0.0 0.0 37.8 0.0 37.1 8.1 8.5 0.0 0.0 8.7 8.7 LOS by Move: A A A D A •D A A A A A A HCM2kAvgQ: 0 0 0 4 0 2 1 4 0 0 4 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 7 - Horizon Year + Proj PM Wed Apr 20, 2011 16:40:40 Page 21-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - P.M. Peak Hour With Marron Rd and Cannon Rd Extensions, and ADO Interchange -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: BE 13.7] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L -T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 4 0 18 0 0 0 0 558 4 19 485 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: 4 0 18 0 0 0 0 558 4 19 485 0 User Ad]: 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 Ad]: 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 Volume: 4 0 18 0 0 0 0 558 4 19 485 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 .0 0 0 558 4 19 485 0 I---------------II ---------------II ---------------II ---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II ---------------II ---------------II ---------------I Capacity Module: Cnflict Vol: 1083 1083 560 xxxx xxxx xxxxx xxxx xxxx xxxxx 562 xxxx xxxxx Potent Cap.: 243 219 532 xxxx xxxx xxxxx xxxx xxxx xxxxx 1019 xxxx xxxxx Move Cap.: 239 215 532 xxxx xxxx xxxxx xxxx xxxx xxxxx 1019 xxxx xxxxx Volume/Cap: 0.02 0.00 0.03 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx I---------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control. Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.6 xxxx xxxxx LOS by Move: * * * * * * * * A * * Movement: LT - LTR - AT LT - LTR - AT LT - LTR - AT LT - LTR - RI Shared Cap.: xxxx 435 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx 13.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.6 xxxx xxxxx Shared LOS: * B * * * * * * * A * * ApproachDel: 13.7 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traff ix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 8 -.Horizon Year AM (Alt) Wed Apr 20, 2011 16:42:34 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Year - A.M. Peak Hour With Cannon Rd Extension -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 110 Critical Vol./Cap.(X): 0.066 Loss Time (sec): 0 Average Delay (sec/veh): 6.8 Optimal Cycle: 24 Level Of Service: A Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 0 0 0. 0 0 1 0 0 0 1 1 0 2. 0 0 0 0 1 1 0 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 0 0 0 27 0 20 30 119 0 0 129 49 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 0 0 . 27 0 20 30 .119 0. 0 129 49 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: 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 Volume: 0 0 0 27 0 20 30 119 0. 0 129 49 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 27 0 20 30 119 0 0 129 49 PCE Adj:. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 27 0 20 30 119 0 0 129 49 I-------- - ------II ---------------II ---------------II --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.62 0.95 1.00 1.00 0.91 0.91 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.45 0.55 Final Sat.: .0 0 0 1805 0 1615 1184 3610 0. 0 2509 953 I---------------II ----------------II ---------------II --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.01 0.03 0.03 0.00 0.00 0.05 0.05 Crit Moves: Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.77 0.77 0.00 0.00 0.77 0.77 Volume/Cap: 0.00 0.00 0.00 0.07 0.00 0.05 0.03 0.04 0.00 0.00 0.07 0.07 Delay/Veh: 0.0 0.0 0.0 33.6 0.0 33.5 2.9 2.9 0.0 0.0 3.0 3.0 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 Adjoel/Veh: 0.0 0.0 0.0 33.6 0.0 33.5 2.9 2.9 0.0 0.0 3.0 3.0 LOS byMove: A A A C A C A A A A A A HCM2kAvgQ: 0 0 0 1 0 1 0 0 0 0 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 8 - Horizon Year AM (Alt) Wed Apr 20, 2011 16:42:34 . Page 21-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Horizon Year - A.M. Peak Hour With Cannon Rd Extension -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: AL 9.0] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II---------------II ---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 I---------------II---------------II ---------------II---------------I Volume Module: Base Vol: 1 0 4 0 0 0 0 146 2 11 178 0 Growth Adj: 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 0 4 0 0 0 0 146 2 11 178 0 User Ad): 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: 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 Volume4 1 0 4 0 0 0 0 146 2 11 178 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 0 4 0 0 0 0 146 2 11 178 0 .'-I ---------------II---------------II-- -------------II---------------I Critical Gap Module: Critical Gp: 6.8 6.5 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUplim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx .-I --------------- II ---------------II---------------II---------------I Capacity Module: Cnflict Vol: 258 347 74 xxxx xxxx xxxxx xxxx xxxx xxxxx 148 xxxx xxxxx Potent Cap.: 714 580 979 xxxx xxxx xxxxx xxxx xxxx xxxxx 1446 xxxx xxxxx Move Cap.: 710 575 979 xxxx xxxx xxxxx xxxx xxxx xxxxx 1446 xxxx xxxxx Volume/Cap: 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx I--------------- II ---------------II ---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RI LT - LTR - RT LT - LTR - RI LT - LTR - RI Shared Cap.: xxxx 910 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 9.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * A * * * * * * * A . * * ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * Note: Queue reported is the number of cars per lane. A Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 8 - Horizon Year PM (Alt) Wed Apr 20, 2011 16:43:27 Page 14-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Horizon Year - P.M. Peak Hour With Cannon Rd Extension -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 150 . Critical Vol./Cap.(X): 0.197 Loss Time (sec): 0 Average Delay (sec/veh): 12.5 Optimal Cycle: 24 Level Of Service: B Street Name: Project Driveway Marron Ad Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T -R L. - T - R I---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 0 0 0 106 0 61 55 384 0 0 376 105 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 0 0 106 0 61 55 384 0 0 376 105 User Ad]: 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: 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 Volume: 0 0 0 106 0 61 55 384 0 0 376 105 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 106 0 61 55 384 0 0 376 105 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 106 0 61 55 384 0 0 376 105 I---------------II ---------------II ---------------II --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.44 0.95 .1.00 .1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.56 0.44 Final Sat.: 0 0 0 1805 0 1615 836 3610 0 0 2729 762 I---------------II ---------------II ---------------II --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.04 0.07 0.11 0.00 0.00 0.14 0.14 Crit Moves: Green/Cycle: 0.00 0.00 0.00 0.30 0.00 0.30 0.70 0.70 0.00 0.00 0.70 0.70 Volume/Cap: 0.00 0.00 0.00 0.20 0.00 0.13 0.09 0.15 0.00 0.00 0.20 0.20 Delay/Veh: 0.0 0.0 . 0.0 39.4 0.0 38.4 7.2 7.5 0.0 0.0 7.8 7.8 User DelAd]: 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 0.0 0.0 39.4 0.0 38.4 7.2 7.5 0.0 0.0 7.8 7.8 LOS by Move: A A A D A D A A A A A A HCM2kAvgQ: 0 0 0 4 0 2 1 3 0 0 4 4 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 8 - Horizon Year PM (Alt) Wed Apr 20, 2011 16:43:27 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Year - P.M. Peak Hour With Cannon Rd Extension Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: B[ 12.9] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 4 0 18 0 0 0 0 490 4 19 481 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: 4 0 18 0 0 0 0 490 4 19 481 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: 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 Volume: 4 0 18 0 0 0 0 490 4 19 481 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 0 0 0 490 4 19 481 0 I---------------II---------------II--------------- II- --------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx•xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUplim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II--------------- II ---------------- II ---------------I Capacity Module: Cnflict Vol: 1011 1011 492 xxxx xxxx xxxxx xxxx xxxx xxxxx 494 xxxx xxxxx Potent Cap.: 268 241 581 xxxx xxxx xxxxx xxxx xxxx xxxxx 1080 xxxx xxxxx Move Cap.: 264 237 581 xxxx.xxxx xxxxx xxxx xxxx xxxxx 1080 xxxx xxxxx Volume/Cap: 0.02 0.00 0.03 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx I---------------II--------------- II ---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RI LT - LTR - RI LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 477 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx 12.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx Shared LOS: * B * * * * * * * A * * ApproachDel: 12.9 xxxxxx xxxxxx xxxxxx ApproachLoS: B * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 9 - Horizon Year + Proj AM Wed Apr 20, 2011 16:44:43 Page 14-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - A.M. Peak Hour With Cannon Rd Extension -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 110 Critical Vol./Cap.(X): 0.068 Loss Time (sec): 0 Average Delay (sec/veh): 7.1 Optimal Cycle: 24 Level Of Service: A Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I -- - - - - - - - - - - - - - II -- - - - - - - - -- - - - - II -- - - - - - - - - - - - - - II --- - - - - - - - - - - - - I Volume Module: Base Vol: 0 0 0 28 0 23 35 113 0 0 130 50 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 0 0 28 0 23 35 113 0 0 130 50 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: 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 Volume: 0 0 0 28 0 23 35 113 0 0 130 50 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 28 0 23 35 113 0 0 130 50 PCE Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 28 0 23 35 113 0 0 130 50 I---------------II ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.62 0.95 1.00 1.00 0.91 0.91 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.44 0.56 Final Sat.: 0 0 0 1805 0 1615 1180 3610 0 0 2498 961 I ---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.01 0.03 0.03 0.00 0.00 0.05 0.05 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.77 0.77 0.00 0.00 0.77 0.77 Volume/Cap: 0.00 0.00 0.00 0.07 0.00 0.06 0.04 0.04 0.00 0.00 0.07 0.07 Delay/Veh: 0.0 0.0 0.0 33.2 0.0 33.2 3.0 3.0 0.0 0.0 3.1 3.1 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 0.0 0.0 33.2 0.0 33.2 3.0 3.0 0.0 0.0 3.1 3.1 LOS byMove: A A A C A C A A A A A A HCM2kAvgQ: 0 0 0 1 0 1 0 0 0 0 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 9 - Horizon Year + Proj AM Wed Apr 20, 2011 16:44:44 Page 21-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - A.M. Peak Hour With Cannon Rd Extension ----------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: A[ 9.0] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II---------------II ---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 I---------------II---------------II ---------------II---------------I Volume Module: Base Vol: 1 0 4 0 0 0 0139 2 11179 0 Growth Adj: 1.00.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 0 4 0 0 0 0 139 2 11 179 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: 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 Volume: 1 0 4 0 0 0 0 139 2 11 179 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 0 4 . 0 0 0 0 139 2 11 179 0 I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 6.8 6.5 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I--------------- II--------------- II--------------- II---------------I. Capacity Module: Cnflict Vol: 252 341 71 xxxx xxxx xxxxx xxxx xxxx xxxxx 141 xxxx xxxxx Potent Cap.: 721 584 984 xxxx xxxx xxxxx xxxx xxxx xxxxx 1455 xxxx xxxxx Move Cap.: 717 580 984 xxxx xxxx xxxxx xxxx xxxx xxxxx 1455 xxxx xxxxx Volume/Cap: 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx I-.--------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - AT LT - LTA - RI LT - LTR - AT LT - LTR - RT Shared Cap.: xxxx 916 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 9.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * A * * * * * * * A * * ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 9 - Horizon Year + Proj PM Wed Apr 20, 2011 16:46:10 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - P.M. Peak Hour With Cannon Rd Extension -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 150 Critical.Vol./Cap.(X): 0.203 Loss Time (sec): 0 . Average Delay (sec/veh): 13.3 Optimal Cycle: 24 Level Of Service: B Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 0 0 0 114 0 74 64 373 0 0 380 107 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 0 0 114 0 74 64 373 0 0 380 107 User Ad]: 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 Ad): 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 Volume: 0 0 0 114 0 74 64 373 0 0 380 107 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 114 0 74 64 373 0 0 380 107 PCE Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 114 0 74 64 373 0 0 380 107 I---------------II ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.44 0.95 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.56 0.44 Final Sat.: 0 0 0 1805 0 1615 827 3610 0 0 2724 767 I---------------II ---------------II ---------------II --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.05 0.08 0.10 0.00 0.00 0.14 0.14 Crit Moves: . Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.69 0.69 0.00 0.00 0.69 0.69 Volume/Cap: 0.00 0.00 0.00 0.20 0.00 0.15 0.11 0.15 0.00 0.00 0.20 0.20 Delay/Veh: 0.0 0.0 0.0 38.1 0.0 37.4 8.0 8.2 0.0 0.0 8.5 8.5 User DelAd): 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 0.0 0.0 38.1 0.0 37.4 8.0 8.2 0.0 0.0 8.5 8.5 LOS by Move: A A A D A D A A A A A A HCM2kAvgQ: 0 0 0 4 0 2 1 3 0 0 4 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 9 - Horizon Year + Proj PM Wed Apr 20, 2011 16:46:10 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - P.M. Peak Hour With Cannon Rd Extension -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: BE 12.81 Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 I---------------II---------------II---------------II--------------- Volume Module: Base Vol: 4 0 18 0 0 0 0 483 4 19 483 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: 4 0 18 0 0 0 0 483 4 19 483 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: 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 Volume: 4 0 18 0 0 0 0 483 4 19 483 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 0 0 0 483 4 19 483 0 I---------------II---------------II---------------II--------------- Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 1006 1006 485 xxxx xxxx xxxxx xxxx xxxx xxxxx 487 xxxx xxxxx Potent Cap.: 270 243 586 xxxx xxxx xxxxx xxxx xxxx xxxxx 1086 xxxx xxxxx Move Cap.: 266 239 586 xxxx xxxx xxxxx xxxx xxxx xxxxx 1086 xxxx xxxxx Volume/Cap: 0.02 0.00 0.03 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx I ---------------II---------------II-------- -------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RI LT - LTR - RI LT - LTR - RI Shared Cap.: xxxx 481 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx 12.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx Shared LOS: * B * * * * * * * A * * ApproachDel: 12.8 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Iraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 10 - Horizon Year AM (Alt+MWed Apr 20, 2011 16:47:28 Page 14-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Horizon Year - A.M. Peak Hour With Marron Rd and Cannon Rd Extensions -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 110 Critical Vol./Cap.(X): 0.079 Loss Time (sec): 0 Average Delay (sec/veh): 5.7 Optimal Cycle: 24 Level Of Service: •A Street Name: Project Driveway Macron Rd Approach: North Bound South Bound East Bound. West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 0 0 0 27. 0 20 30 151 0 0 175 49 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 0 0 . 27 0 20 30 151 0 0 175 49 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: 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 Volume: 0 0 0 27 0 20 30 151 0 0 175 49 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 27 0 20 30 151 0 0 175 49 PCE Ad]: 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 FinalVólume: 0 0 0 27 0 20 30 151 0. 0 175 49 I---------------II ---------------1•1 ---------------II --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.60 0.95 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.56 0.44 Final Sat.: 0 0 0 1805 0 1615 1131 3610 0 0 2727 764 I----------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.01 0.03 0.04 0.00 0.00 0.06 0.06 Crit Moves: Green/Cycle: 0.00 0.00 0.00 0.19 0.00 0.19 0.81 0.81 0.00 0.00 0.81 0.81 Volume/Cap: 0.00 0.00 0.00 0.08 0.00 0.07 0.03 0.05 0.00 0.00 0.08 0.08 Delay/Veh: 0.0 0.0 0.0 36.8 0.0 36.7 .2.0 2.1 0.0 0.0 2.1 2.1 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 0.0 0.0 36.8 0.0 36.7 2.0 2.1 0.0 0.0 2.1 2.1 LOS by Move: A A A D . A D A A A A A A HCM2kAvgQ: 0. 0 0 1 .0 1 0 1 0 0 1 1 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 10 - Horizon Year AM (Alt+MWed Apr 20, 2011 16:47:28 Page 21-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Horizon Year - A.M. Peak Hour With Marron Rd and Cannon Rd Extensions ----------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.3 Worst Case Level Of Service: A[ 9.1] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I ---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 I ---------------II ---------------II --------------- II- --------------I Volume Module: Base Vol: 1 0 4 0 0 0 0 178 2 11 224 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Initial Bse: 1 0 4 0 0 0 0 178 2 .11 224 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 PHF Adj.: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 PHF Volume: 1 0 4 0 0 0 0 178 2 .11 224 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 0 4 0 0 0 0 178 2 •11 224 0 I---------------II -------- - ------- II ---------------II -------- - ------I Critical Gap Module:. Critical Gp: 6.8 6.5 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II ----------------II ---------------II ---------------- Capacity Module: Cnflict Vol: 313 425 90 xxxx xxxx xxxxx xxxx xxxx xxxxx 180 xxxx xxxxx Potent Cap.: 661 524 956 xxxx xxxx xxxxx xxxx xxxx xxxxx 1408 xxxx xxxxx Move Cap.: 657 520 956 xxxx xxxx xxxxx xxxx xxxx xxxxx 1408 xxxx xxxxx Volume/Cap: 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx I---------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx LOS by Move: * * * * * . * * * * A * * Movement: LT - LTR - RT LT - LTR - RI LT - LTR - RI LT - LTR - RI Shared Cap.: xxxx 876 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 9.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx Shared LOS: * A * * * * * * A * * ApproachDel: 9.1 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowliflg Assoc. Licensed to GIBSON TRANSPORTATION 10 - Horizon Year PM (Alt+MWed Apr 20, 2011 16:48:14 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Year - P.M. Peak Hour With Marron Rd and Cannon Rd Extensions -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 150 Critical Vol./Cap.(X): 0.231 Loss Time (sec): 0 Average Delay (sec/veh): 10.4 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II ---------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 •4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 0 0 0 106 0 61 55 622 0 0 440 105 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 0 0 106 0 61 55 622 0 0 440 105 User Ad): 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: 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 Volume: 0 0 0 106 0 61 55 622 0 0 440 105 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 106 0 61 55 622 0 0 440 105 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 106 0 61 55 622 0 0 440 105 I ---------------II ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.42 0.95 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.61 0.39 Final Sat.: 0 0 0 1805 0 1615 790 3610 0 0 2830 675 I---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.04 0.07 0.17 0.00 0.00 0.16 0.16 Crit Moves: Green/Cycle: 0.00 0.00 0.00 0.25 0.00 0.25 0.75 0.75 0.00 0.00 0.75 0.75 Volume/Cap: 0.00 0.00 0.00 0.23 0.00 0.15 0.09 0.23 0.00 0.00 0.21 0.21 Delay/Veh: 0.0 0.0 0.0 44.6 0.0 43.5 5.3 5.9 0.0 0.0 5.8 5.8 User DelAd]: 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 0.0 0.0 44.6 0.0 43.5 5.3 5.9 0.0 0.0 5.8 5.8 LOS by Move: A A A D A D A A A A A A HCM2kAvgQ: 0 0 0 4 0 2 . 1 4 0 0 4 4 Note: Queue reported is the number of cars. per lane. Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 10 - Horizon Year PM (Alt+MWed Apr 20, 2011 16:48:14 Page 21-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Horizon Year - P.M. Peak Hour With Marron Rd and Cannon Rd Extensions -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection. #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: CE 16.4] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L.T - R I---------------II ---------------II ---------------II ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 I---------------II ---------------II ---------------II ---------------I Volume Module: Base Vol: 4 0 18 0 0 0 0 728 4 19 545 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: 4 0 18 0 0 0 0 728 4 19 545 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: 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 Volume: 4 0 18 0 0 0 0 728 4 19 545, 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 0 0 0 728 4 19 545 0 I ---------------II ---------------II ---------------II ---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx 'xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II ---------------II ---------------II ---------------I Capacity Module: Cnflict Vol: 1313 1313 730 xxxx xxxx xxxxx xxxx xxxx xxxxx 732 xxxx xxxxx Potent Cap.: 176 160 426 xxxx xxxx xxxxx xxxx xxxx xxxxx 882 xxxx xxxxx Move Cap.: 174 156 426 xxxx xxxx xxxxx xxxx xxxx xxxxx 882 xxxx xxxxx Volume/Cap: 0.02 0.00 0.04 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx I---------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.2 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RI LT - LTR - RI LT - LTR - RI Shared Cap.: xxxx 337 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx 16.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.2 xxxx xxxxx Shared LOS: * C * * * * * * * A * * ApproachDel: 16.4 xxxxxx xxxxxx xxxxxx ApproachLOS: . C * * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Iraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 11 - Horizon Year + Proj AMWed Apr 20, 2011 16:49:20 Page 14-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - A.M. Peak Hour With Marron Rd and Cannon Rd Extensions -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 110 Critical Vol./Cap.(X): 0.081 Loss Time (sec): 0 Average Delay (sec/veh): 6.0 Optimal Cycle: 24 Level Of Service: A Street Name: Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --I Control: ---------------II ---------------II ---------------II ----------------I Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 Volume Module: Base Vol: 0 0 0 28 0 23 36 146 0 0 176 51 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 0 0 28 0 23 36 146 0 0 176 51 User Adj: 1.00 1.00 1.00 A.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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 Volume: 0 0 0 28 0 23 36 146 0 0 176 51 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 28 0 23 36 146 0 0 176 51 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 28 0 23 36 146 0 0 176 51 --I ---------------II ---------------II ---------------II --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.59 0.95 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.55 0.45 Final Sat.: 0 0 0 1805 0 1615 1127 3610 0 0 2704 783 -- I ---------------II ----------------II ---------------II --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.01 0.03 0.04 0.00 0.00 0.07 0.07 Crit Moves: Green/Cycle: 0.00 0.00 0.00 0.19 0.00 0.19 0.81 0.81 0.00 0.00 0.81 0.81 Volume/Cap: 0.00 0.00 0.00 0.08 0.00 0.07 0.04 0.05 0.00 0.00 0.08 0.08 Delay/Veh: 0.0 0.0 0.0 36.5 0.0 36.5 2.1 2.1 0.0 0.0 2.2 2.2 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 0.0 0.0 36.5 0.0 36.5 2.1 2.1 0.0 0.0 2.2 2.2 LOS byMove: A A A D A D A A A A A A HCM2kAvgQ: 0 0 0 1 0 1 0 1 0 0 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (0) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 11 - Horizon Year + Proj AMWed Apr 20, 2011 16:49:20 Page 21-1 -------------------------------------------------------------------------------- WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - A.M. Peak Hour With Marron Rd and Cannon Rd Extensions -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.3 Worst Case Level Of Service: A[ 9.1] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --I Control: ---------------II ---------------II Stop Sign Stop Sign ---------------II Uncontrolled -------------- Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 Volume Module: Base Vol: 1 0 4 0 0 0 0 171 3 10 226 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 0 4 0 0 0 0 171 3 10 226 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: 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 Volume: 1 0 4 0 0 0 0 171 3 10 226 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 0 4 0 0 0 0 171 3 10 226 0 --I ---------------II ---------------II ---------------II ---------------I Critical Gap Module: Critical Gp: 6.8 6.5 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx --I ---------------II ---------------II ---------------II ---------------I Capacity Module: Cnflict Vol: 306 419 87 xxxx xxxx xxxxx xxxx xxxx xxxxx 174 xxxx xxxxx Potent Cap.: 668 529 961 xxxx xxxx xxxxx xxxx xxxx xxxxx 1415 xxxx xxxxx Move Cap.: 664 525 961 xxxx xxxx xxxxx xxxx xxxx xxxxx 1415 xxxx xxxxx Volume/Cap: 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx -- I ---------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT --LTR - RT LT - LTR - RT LT - LTR - AT LT - LTR - RT Shared Cap.: xxxx 882 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 9.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx Shared LOS: * A * * * * * * * A * * ApproachDel: 9.1 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * ***********f******************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traff ix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION I -. 11 - Horizon Year + Proj PMWed Apr 20, 2011 16:50:52 Page 14-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - P.M. Peak Hour With Marron Rd and Cannon Rd Extensions -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Project Driveway & Marron Rd Cycle (sec): 150 Critical Vol./Cap.(X): 0.233 Loss Time (sec): 0 Average Delay (sec/veh): 11.4 Optimal Cycle: 24 Level Of Service: B Street Name: Project Driveway Marron Rd Approach: North .Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T- R I---------------II ---------------II ---------------II ----------------I Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Mm. Green: 12 12 12 12 12 12 12 12 12 12 12 12 Y+R: 4.2 5.0 5.0 4.2 5.0 5.0 4.2 6.0 6.0 4.2 6.0 6.0 Lanes: 00000 10001 10200 00110 I- --------------- II--------------- 1.1 ---------------II ---------------I Volume Module: Base Vol: 0 0 0 114 0 76 66 612 0 0 444 108 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 0 0 114 0 76 66 612 0 0 444 108 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: 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 114 0 76 66 612 0 0 444 108 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 114 0 76 66 612 0 0 444 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 114 0 76 66 612 0 0 444 108 I---------------II ---------------II ---------------II ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.41 0.95 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.61 0.39 Final Sat.: 0 0 0 1805 0 1615 779 3610 0 0 2819 686 I---------------II ---------------II ---------------II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.05 0.08 0.17 0.00 0.00 0.16 0.16 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.27 0.00 0.27 0.73 0.73 0.00 0.00-0.73 0.73 Volume/Cap: 0.00 0.00 0.00 0.23 0.00 0.17 0.12 0.23 0.00 0.00 0.22 0.22 Delay/Veh: 0.0 0.0 0.0 42.7 0.0 42.0 6.1 6.7 0.0 0.0 6.6 6.6 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: 0.0 0.0 0.0 42.7 0.0 42.0 6.1 6.7 0.0 0.0 6.6 6.6 LOS byMove: A A A D A D A A A A A A HCM2kAvgQ: 0 0 0 4 0 3 1 5 0 0 4 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION 11 - Horizon Year + Proj PMWed Apr 20, 2011 16:50:53 Page 21-1 WESTFIELD PCR REVITALIZATION PROJECT Horizon Year plus Project - P.M. Peak Hour With Marron Rd and Cannon Rd Extensions -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #19 South Project Driveway & Marron Rd Average Delay (sec/veh): 0.4 Worst Case Level Of Service: CF 16.3] Street Name: South Project Driveway Marron Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I---------------II ---------------II ---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 I---------------II ---------------II ---------------II---------------I Volume Module: Base Vol: 4 0 18 0 0 0 0 721 5 18 548 0 Growth Ad]: 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: 4 0 18 0 0 0 0 721 5 18 548 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: 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 Volume: 4 0 18 0 0 0 0 721 5 18 548 0 ReductVol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 4 0 18 0 0 0 0 721 5 18 548 0 I---------------II ---------------II ---------------II ---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx I---------------II ---------------II ---------------II ---------------I Capacity Module: Cnflict Vol: 1308 1308 724 xxxx xxxx xxxxx xxxx xxxx xxxxx 726 xxxx xxxxx Potent Cap.: 178 161 429 xxxx xxxx xxxxx xxxx xxxx xxxxx 886 xxxx xxxxx Move Cap.: .175 158 429 xxxx xxxx xxxxx xxxx xxxx xxxxx 886 xxxx xxxxx Volume/Cap: 0.02 0.00 0.04 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx I---------------II ---------------II ---------------II ---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.1 xxxx xxxxx LOS by Move: * * * * . * * * * * A * * Movement: LT - LTR - RT LT - LTR - RI LT - LTR -. RT LT - LTR - RI Shared Cap.: xxxx 340 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx 16.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.1 xxxx xxxxx Shared LOS: * C * * * * * * * A * * ApproachDel: 16.3 xxxxxx xxxxxx xxxxxx ApproachLOS: C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to GIBSON TRANSPORTATION