Loading...
HomeMy WebLinkAboutGP_UPDATE_IRVINE_SUPP_ANALYSISG P_U PDATE_1 RVI N E_SU P_AN ALYSIS rk'e 41 Corporate Park, Suite300 Irvine,CA92606 949.660,1994 main 949.660.1911 fax www.urbanxroads.com July 21, 2006 Ms. Sharon Wood CITY OF NEWPORT BEACH 3300 Newport Boulevard Newport Beach, CA 92658 Subject: Newport Beach General Plan Update Irvine Supplemental Analysis Dear Ms. Clauson: Urban Crossroads, Inc. is pleased to submit this letter report to the City of Newport Beach summarizing our supplemental analysis regarding the potential impacts of the Newport Beach General Plan update on the City of Irvine. This letter presents the results of our intersection operations analysis for existing conditions, no project conditions, and with project conditions consistent with the description of these scenarios previously presented in the traffic study report dated March 22, 2006. Traffic conditions at the following intersections have been evaluated: Red Hill Avenue (NS) at: • Main Street (EW) MacArthur Boulevard (W • Main Street (EW) • 1405 Northbound 1-405 Southbound 0 Michelson Drive (E Ms. Sharon Wood CITY OF NEWPORT BEACH July 21, 2006 Page 2 Von Karman Avenue (NS) at: • Main Street (EW) • Michelson Drive (EW) Jamboree Road (NS) at: • Main Street (EW) • 1-405 Northbound Ramps (EW) • 1-405 Southbound Ramps (EW) • Michelson Drive (EW) Campus Drive (NS) at: • University Drive (EW) Harvard Avenue (NS) at: • Main Street (EW) • Michelson Drive (EW) • University Drive (EW) Existing traffic count data has been compiled / collected and is included as Attachment A to this document. Existing Feld conditions were inventoried by Urban Crossroads, Inc. staff specifically for this project. The traffic volume and geometric data have been used to evaluate existing peak hour traffic operations at the various analysis intersections. The resulting peak hour operations are summarized on Table 1. As shown on Table 1 most of the intersections being analyzed experience LOS "E" or better (acceptable) traffic operations. The only intersections that do not experience acceptable operations are: Von Karman Avenue (NS) at: • Michelson Drive (EW) Ms. Sharon Wood CITY OF NEWPORT BEACH July 21, 2006 Page 3 Jamboree Road (NS) at: • Main Street (EW). The detailed intersection capacity utilization (ICU) worksheets are included as Attachment B to this letter report. FUTURE WITHOUT PROJECT CONDITIONS Future without Project traffic conditions have been evaluated based on the model results previously documented in the Newport Beach General Plan Update Traffic Study (Urban Crossroads, Inc., March, 2006). Additional data has been extracted from the model to evaluate conditions at the supplemental intersection analysis locations. The model data has been refined using the same procedures documented for intersections located within the City of Newport Beach. These procedures are consistent with the procedures applied by the City of Irvine in their own traffic model; however, differences in input data, including the level of detail of the traffic analysis zone structure and input data are expected, particularly north of the 1-405 Freeway. Table 2 summarizes the results of the peak hour intersection operations analysis for Future Without Project conditions. As shown on Table 2, the following intersections are expected to experience deficient peak hour intersection operations, if no improvements are constructed: Red Hill Avenue (NS) at: • Main Street (EW) MacArthur Boulevard (NS) at: • Main Street (EW) • 1-405 Southbound Ramps (EW) 0 Michelson Drive (EW) Ms. Sharon Wood CITY OF NEWPORT BEACH July 21, 2006 Page 4 Von Karmen Avenue (NS) at: • Main Street (EW) • Michelson Drive (EW) Jamboree Road (NS) at: • Main Street (EW) • 1405 Northbound Ramps (EW) • 1-405 Southbound Ramps (EW) • Michelson Drive (EW) Campus Drive (NS) at: University Drive (EW) Harvard Avenue (NS) at: • Michelson Drive (EW) All of the study area intersections are projected to experience acceptable traffic operations if the improvements identified on Table 2 are implemented. All of the improvements consist of turn lanes, with the exception of a third southbound through lane that will be required at the intersection of Red Hill Avenue (NS) at Main Street (EW). The peak hour traffic operations worksheets for Future Without Project conditions both without and with improvements are included as Attachment C to this letter report. FUTURE WITH PROJECT CONDITIONS Future with Project traffic conditions have been evaluated based on the model results previously documented in the Newport Beach General Plan Update Traffic Study (Urban Crossroads, Inc., March, 2006). Additional data has again been extracted from the model to evaluate conditions at the supplemental intersection analysis locations. Table 3 Ms. Sharon Wood CITY OF NEWPORT BEACH July 21, 2006 Page 5 summarizes the results of the peak hour intersection operations analysis for Future With Project conditions. Attachment D includes the Future With Project peak hour traffic operations (ICU) worksheets both without and with improvements. The same intersections previously identified as experiencing deficient traffic operations for Future Without Project conditions would again experience deficient peak hour operations, assuming that no intersection improvements (additional lanes, etc.) are constructed beyond the existing condition. The same improvements previously identified for the Without Project scenario would also be required for the With Project scenario to achieve acceptable peak hour traffic operations. SUMMARY AND CLOSING Based on the supplemental analysis summarized in this letter report, no additional impacts have been identified for With Project conditions compared to Without Project conditions. This is consistent with the findings made in the draft environmental impact report (DEIR) and the response to comments provided in the final environmental impact report (FEIR). Urban Crossroads, Inc. is pleased to provide this analysis for your use. Please feel free to call me at (949) 6601994 x210 if you have any questions regarding this analysis. Respectfullv submitted. Princip CW:cg JN:041 Attacht TABLE 1 INTERSECTION ANALYSIS SUMMARY FOR EXISTING CONDITIONS INTERSECTION APPROACH LANES NORTH- SOUTH- EAST- WEST- LEVEL OF TRAFFIC BOUND BOUND BOUND I BOUND ICU SERVICE L T R L T R L T R L T R AM PM AM PM INTERSECTION CONTROL21 Red Hill Av. (NS) at: • Main St. EW TS 2 2 1 2 2 1 1 3 0 2 3 0 0.62 0.87 B D MacArthur Bl. (NS) at: • Main St. (EW) TS 2 4 1>> 2 4 1 1 3 1> 2 3 1>> 0.59 0.92 A E • 1-405 NB Ramps (EW) TS 0 4 2 2 4 0 0 0 0 2 0 2 0.73 0.58 C A • 1-405 SB Ramps (EW) TS 0 4 1> 2 4 1 0 0 0 2 1 1>> 0.62 0.74 B C • Michelson Dr. EW TS 1 4 1 2 4 0 2 2 0 2 1 1> 0.70 0.80 B C Von Kansan Av. (NS) at: • Main St. (EW) TS 2 2 1 1 2 1 2 3 1 2 3 0 0.65 0.74 B C • Michelson Dr. EW TS 1 2 1 1 1 0 1 2 0 1 2 1>> 0.69 1.04 B F Jamboree Rd. (NS) at: • Main St. (EW) TS 2 4 1>> 2 4 1> 2 3 1» 2 3 1>> 0.85 1.02 D F • 1.405 NB Ramps (EW) TS 0 3 1>> 0 4 2>> 0 0 0 3 0 1>> 0.84 0.86 D D • 1-405 SB Ramps (EW) TS 0 3 2>> 0 4 1» 1.5 0 2.5 0 0 0 0.86 0.93 D E • Michelson Dr. EW TS 1 4 1 2 4 1>> 2 2 0 2 2 1>> 0.61 0.84 B D Campus Dr. (NS) at: • University Dr. EW TS 1 2 1 1 2 1 1 2 1 1 3 1 0.64 0.84 B D Harvard Av. (NS) at: • Main St. (EW) TS 2 2 1 2 2 1 2 3 1 2 3 1 0.53 0.59 A A • Michelson Dr. (EW) TS 1 2 0 1 2 1 2 2 1>> 1 1 1 0.88 0.80 D C • University Dr. EW TS 1 2 1 1 2 1 1 3 1 1 3 1 0.66 0.57 B A ' When a right turn Is designated, the lane can either be sidped or unsbiped. To function as a right turn lane there must be suffldent Width for right turning vehicles to travel outside the through lanes. L = Leg; T = Through; R = Right, > = Ovedap; >> = Free Right v TS-Traffic Signal U:4UcProposale\ 041001041091Ezcel48ummadas xlsjTI TABLE 2 INTERSECTION ANALYSIS SUMMARY FOR GENERAL PLAN BUILDOUT WITHOUT PROJECT INTERSECTION APPROACH LANES NORTH- SOUTH- EAST- WEST- LEVEL OF TRAFFIC BOUND BOUND BOUND BOUND ICU SERVICE L T R L T R L T R L T R AM I PM AM PM INTERSECTION CONTROL21 Red HIII Av. (NS) at: • Main St. (EW) TS 2 2 1 2 2 1 1 3 0 2 3 0 1.08 1.44 F F -with Improvements TS 2 2 2 2 3 2 2 3 0 2 3 1 0.91 0.96 E E MacArthur BI. (NS) at: • Main St. (EW) TS 2 4 1>> 2 4 1 1 3 1> 2 3 1>> 0.85 1.38 D' F -with Improvements TS 3 4 1>> 2 4 1 1 3 2> 2 3 1>> 0.70 0.94 B E • 1-405 NB Ramps (EW) TS 0 4 2 2 4 0 0 0 0 2 0 2 0.96 0.73 E C • 1405 SB Ramps (EW) TS 0 4 1> 2 4 1 0 0 0 2 1 1>> 0.71 0.93 C E • Michelson Dr. (EW) TS 1 4 1 2 4 0 2 2 0 2 1 1> 0.90 1.01 D F -with Improvements TS 1 4 1 2 4 0 2 2 0 2 1 2> 0.90 0.72 D C Von Karmen Av. INS) at: • Main St. (EW) TS 2 2 1 1 2 1 2 3 1 2 3 0 0.93 1.45 E F -with Improvements TS 2 2 1 2 2 1 3 3 1 2 3 2> 0.85 1.00 D E • Michelson Dr. (EW) TS 1 2 1 1 1 0 1 2 0 1 2 1» 1.09 1.67 F F -with Improvements TS 2 2 1 2 2 1 1 2 0 1 2 1>> 0.77 0.95 C E Jamboree Rd. (NS) at: • Main St. (EW) TS 2 4 1>> 2 4 1> 2 3 1>> 2 3 1>> 0.91 1.09 E F -with Improvements TS 2 4 1>> 2 4 1> 2 3 1>> 3 3 1>> 0.86 0.99 D E • 1405 NB Ramps (EW) TS 0 3 1>> 0 4 2>> 0 0 0 3 0 1>> 0.96 0.96 E E • 1.405 SB Ramps (EW) TS 0 3 2>> 0 4 1>> 1.5 0 2.5 0 0 0 1.07 1.05 F F -with Improvements TS 0 3 2>> 0 4> 2_5 0 2.5 0 0 0 0.97 0.91 • Michelson Dr. (EW) TS 1 4 1 2 4 1> 2 2 0 2 2 1>> 0.93 1.17 E F -with Improvements TS 2 4 2 2 4 1> 2 3 0 2 2 1>> 0.79 0.97 C E Campus Dr. (NS) at: • University Dr. (EW) TS 1 2 1 1 2 1 1 2 1 1 3 1 1.14 1.19 F F -with Improvements TS 1 2 1 2 2 1 2 2 1 1 3 2> 0.85 0.93 D E Harvard Av. (NS) at: • Main St. (EW) TS 2 2 1 2 2 1 2 3 1 2 3 1 0.63 0.79 B C • Michelson Dr. (EW) TS 1 2 0 1 2 1 2 2 1>> 1 1 1 1.23 0.98 F E -with Improvements TS 1 2 0 1 2 2 2 2 1>> 1 1 1 0.94 0.98 E E • University Dr. EW TS 1 2 1 1 2 1 1 3 1 1 3 1 0.80 0.69 C B r When a right turn is designated, the lane can either be striped or unstriped. To function as a nghl turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. L = Left, T = Through; R = Right, > = Overlap; >> = Free Right 1 =Improvement s TS=Traffic Signal U;WcProposalk(ull001041091ExcelllSummsdes.xls]T2 TABLE 3 INTERSECTION ANALYSIS SUMMARY FOR GENERAL PLAN BUILDOUT WITH PROJECT INTERSECTION APPROACH LANES NORTH- SOUTH- EAST- WEST- I LEVEL OF TRAFFIC BOUND BOUND BOUND BOUND ICU SERVICE L T R L T R L T R L T R AM I PM I AM I PM INTERSECTION CONTROLZ Red Hill Av. (NS) at: • Main St. (EW) TS 2 2 1 2 2 1 1 3 0 2 3 0 1.04 1.46 F F -with Improvements TS 2 2 2 2 3 2 2 3 0 2 3 1 0.92 0.99 E E MacArthur BI. (NS) at: • Main St. (EW) TS 2 4 1>> 2 4 1 1 3 1> 2 3 1>> 0.86 1.37 D F -with improvements TS 3 4 1>> 2 4 1 1 3 2> 2 3 1» 0.71 0.93 C E IA05 NB Ramps (EW) TS 0 4 2 2 4 0 0 0 0 2 0 2 0.99 0.75 E C 1-405 SB Ramps (EW) TS 0 4 1> 2 4 1 0 0 0 2 1 1>> 0.69 0.89 B D • Michelson Dr. (EW) TS 1 4 1 2 4 0 2 2 0 2 1 1> 0.91 1.02 E F -with Improvements TS 1 4 1 2 4 0 2 2 0 2 1 2> 0.9110.721 E I C Van Karmen Av. (NS) at: • Main St. (EW) TS 2 2 1 1 2 1 2 3 1 2 3 0 0.93 1.46 E F -with Improvements TS 2 2 1 2 2 1 3 8 1 2 3 2> 0.84 1.00 D E • Michelson Dr. (EW) TS 1 2 1 9 1 0 1 2 0 1 2 1>> 1.08 1.72 F F .with Improvements TS 2 2 1 2 2 1 1 2 0 1 2 1>> 0.77 0.97 C E Jamboree Rd. (NS) at: • Main St. (EW) TS 2 4 1>> 2 4 1> 2 3 1>> 2 3 1>> 0.91 1.10 E F -with improvements TS 2 4 1>> 2 4 1> 2 3 1>> 3 3 1>> 0.85 1.00 D E • 1.405 NB Ramps (EW) TS 0 3 1>> 0 4 2>> 0 0 0 3 0 1>> 0.97 0.95 E E • 1-405 SS Ramps (EW) TS 0 3 2>> 0 4 1>> 1.5 0 2.5 0 0 0 1.06 1.06 F F -with Improvements TS 0 3 2>> 0 4 1>> 2_5 0 2.5 0 0 0 0.95 0.92 E E • Michelson Dr. (EW) TS 1 4 1 2 4 1>> 2 2 0 2 2 1>> 0.91 1.18 E F -with Improvements TS 24 2 2 4 1>> 2 3 0 2 2 1>> 0.79 0.98 C E Campus Dr. INS) at: • University Dr. (EW) TS 1 2 1 1 2 1 1 2 1 1 3 1 1.17 1.22 F F -with Im rovements TS 1 2 1 2 2 1 2 2 1 1 3 2> 0.86 0.94 D E Harvard Av. (NS) at: • Main St. (EW) TS 2 2 1 2 2 1 2 3 1 2 3 1 0.63 0.78 B C • Michelson Dr. (EW) TS 1 2 0 1 2 1 2 2 1>> 1 1 1 1.20 0.98 F E -with Improvements TS 1 2 0 1 2 2 2 2 1>> 1 1 1 0.93 0.98 E E • University Dr. EW TS 1 2 1 1 2 1 1 3 1 1 3 1 0.79 0.69 C B When a right turn Is desl width for right turning vet L = Left: T = Throw v TS=Traffic Signal UAUcPmposatsl 041001041 ATTACHMENT A TRAFFIC COUNT DATA Intersection Turning Movement Prepared by: Southland Car Counters NS STREET: Red Hill Ave, DATE: 6/21/2005 LOCATION: City of Irvine EW STREET: Main St, LANES: DAY:TUESDAY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 49 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 27 90 44 36 101 22 13 170 31 33 62 17 646 7:15 AM 46 153 86 15 121 15 36 213 119 51 - 91 25 971 7:30 AM 44 194 97 13 137 30 39 274 67 52 117, 37 '1101 7:45 AM 59 222 93 10 145 43 43 ' 305 81 54 139 46 1240 8:00 AM 53 238 114 11 129 38 38 239 63 67 112' 36 1138 8:15 AM 54 205 126 13 109 35 33 196 43 59 91 29 993 8:30 AM 41 176 109 14 140 43 27 184 40 48 104 31 957 8:45 AM 48 139 93 12 151 52 29 175 34 38 118 28 917 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 372 1417 762 124 1033 278 258 1756 478 4W& 834 249 7963 AM Peak Hr Begins at: 730 AM PEAK VOLUMES = 210 859 430 1 47 PEAK HR. FACTOR: 1 0.925 CONTROL: Signalized vr/ -121 146 1113 1114 214 1232 459 0.900 0.828 0.878 148 1 4472 0,902 Intersection Turning Movement Prepared by: Southland Car Counters N-SSTREET: Red Hill Ave. DATE: 6/21/2005 LOCATION: City of Irvine E-WSTREET: Main St. DAY: TUESDAY 49 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL , ET ER WL WT WR TOTAL LANES: 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 50 167 48 23 181 60 37 148 42 103 289 40. 1188 1:15 PM 54 146 48 19 186 66 39 152 53 96 333 33 1225 1:30 PM 57 158 59 26 203 84 41 164 62 94 349 29 1326 4:45 PM 59 181 63 33 221 98 37 159 69 109 328 31 1388 5:00 PM 60 180 74 46 258 122 40 187 67 103 351 36 1524 5:15 PM 66 192 81 36 295 153 33 208 66 116 365 39 1650 5:30 PM 57 183 103 38 309 140 32 237 70 157 393 42 1761 5:45 PM 44 166 122 37 286 137 38 196 64 192 421 38 ' 1741 6:00 PM 39 158 83 27 248 129 31 163 56 149 427 34 1544 6:15 PM 25 142 63 28 215 106 27 149 44 110 435 39 1383 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 511 1673 744 313 2402 1095 355 I 1763 593 1229 I 3691 361 14730 PM Peak Hr Begins at: 515 PM PEAK VOLUMES = 206 699 -389 1138 1138 559 1 134 804 256 614 1606 153 6696 PEA FACTOR: 0.943 0,942 0.881 I 0.911 I 0.951 CONTROL: Signalized 1j Intersection Turning Movement Prepared by: Southland Car Counters N•S STREET; Macarthur Blvd. E•W STREET: Main St. LANES: DATE: 09/29/2005 DAY;THURSDAY LOCATION: City of Irvine PROJECT# 78 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT, NR SL ST SR EL ET ER WL WT WR TOTAL 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 180 177 182 115 111 27 10 122 71 30 80 11 1116 7:15 AM 202 162 199 105 120 30 8 115 78 42 89 20 1170 7:30 AM 211 201 250 134 125 31 7 143 86 50 91 21 1350 7:45 AM 205 240 241 147 129 18 7 138 91 56 111 36 1419 8:00 AM 270 255 263 156 131 20 11 166 90 47 146 40 1595 8:15 AM 236 220 271 142 140 15 12 171 91 60 133 46 1537 8:30 AM 213 208 280 130 138 12 18 180 86 61 132 49 1507 8:45 AM 209 241 261 126 127 18. 12 164 89 72 128 51 1498 9:00'AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL V✓T WR TOTAL VOLUMES = 1726 1704 1947 1055 1021 171 85 I 1199 682 418 I 910 274 11192 I AM Peak Hr Begins at: 800 AM PEAK VOLUMES = 928 924 -1075 1 554 536 65 PEAK HR. FACTOR: 1 0.929 CONTROL: Signalized; K 0.941 53 681 316 1240 139 186 16137 0.960 0.961 0.962 1 Intersection Turning Movement Prepared by: Southland Car Counters N-SSTREET: Macarthur Blvd. DATE: 09/29/2005 LOCATION: City of Irvine E-W STREET: Maln St. DAY: THURSDAY PROJECT'# 78 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT ' WR TOTAL LANES: 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 188 272 80 26 150 IS 23 121 165 163 92 130 1425 4:15 PM 176 251 93 38 142 16 21 131 178 148 114 126 1434 4:30 PM 163 296 77 49 133 17 17 142 211 181 146 131 1563 4:45 PM 182 311 111 30 171 19 20 156 •205- 197 151 120 1673 5:00 PM 147 305 108 53 226 11 26 221 221 227 164 111 1820 5:15 PM 160 340 122 46 211 20 18 205 208 201 111 105 1747 5:30 PM 165 281 126 39 215 21 22 230 196 243 105 92 1735 5:45 PM 150 266 111 40 223 17 19 201 188 208 137 91 1651 6:00 PM 156 250 105 42 196 12 14 164 164 261 146 86 1596 6:15 PM 162 247 99 36 181 10 12 177 111 226 150 89 1500 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 1649 2819 1032 399 I 1848 158 192 I 1748 1847 2055 I 1316 1081 16144 I PM Peak Hr Begins at: 445 PM PEAK VOLUMES = 654 1237 417 1 111 123 71 1 86 PEAK HR, FACTOR; 0.948 0.916 CONTROL: Signalized; 812 830 1868 531 - 428 0.923 1 0.910 6975 t Intersection Turning Movement Prepared by: Southland Car Counters N•S STREET: Macarthur Blvd. DATE: 5/19/2005 E-W STREET: I-405 NB Off- Ramp DAY: THURSDAY LOCATION: City of Irvine PROJECT# 79 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 290 70 20 180 147 190 897 7:15 AM 311 105 21 227 156 261 1081 7:30 AM 370 112 30 260 160 270 1202 7:45 AM 499 78 31 341 199 311 1459 8:00 AM 488 80 40 321 176 311 1416 8:15 AM 466 99 45 311 200 308 1429 8:30 AM 442 97 39 280 211 296 1363 8:45 AM 462 136 51 296 216 277 1438 9:00 AM 9:15 AM 9:30 AM. 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL. NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = . 0 3328 777 277 I 2216 0 0 0 0 1465 0 2224 10287 AM Peak Hr Begins at: 745 AM PEAK VOLUMES = I 0 1895 354 1155 1253 PEAK HR. FACTOR: 0.974 0.946 CONTROL: Signalized J 0 0 786 0 1226 5669 0.000 0.986' 0.971 Intersection Turning Movement Prepared by: Southland Car Counters N-5 STREET: Macarthur Blvd. DATE: 5/19/2005 LOCATION: City of Irvine E-W STREET: I-405 NB Off- Ramp DAY: THURSDAY PROJECT# 79 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 420 190 135 311 90 111 1257 4:15 PM 408 151 140 207 80 120 1106 4:30 PM 461 177 141 277 87 131 1274 4:45 PM 330 180 130 267 70 126 1103 5:00 PM 361 197 128 270 77 126 1159 5:15 PM 411 190 121 261 76 120 1179 5:30 PM 406 189 115 268 60 108 1146 5:45 PM 376 201 128 240 92 126 1163 6:00 PM 320 257 115 211 80 107 1090 6:15 PM 301 226 120 190 92 112 1041 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 3794 1958 1273 I 2502 0 0 0 0 804 0 1187 11518 PM Peak Hr Begins at: 400 PM PEAK VOLUMES = 0 1619 698 1 546 1062 PEAK HR. FACTOR: 1 0.908 CONTROL: Signalized 0.901 0 0 1327 0 481 I 4740 0.000 0.935 0,930 Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Macarthur Blvd. DATE: 5/17/2005 LOCATION: Clty of Irvine E-W STREET: I-405 SB Off- Ramp DAY: TUESDAY PROJECT# 80 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL Sf SR EL ET ER WL WT WR TOTAL LAN ES: 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 137 90 41 179 121 169 64 220 1021 7:15 AM 223 77 28 285 102 251 50 231 1247 7:30 AM 218 80 37 294 107 246 38 280 1300 7:45 AM 294 87 32 360 70 284 43 312. 1482 8:00 AM 364 78 46 379 89 294 36 282 1568 8:15 AM 365 92 37 407 88 313 29 305 1636 8:30 AM 290 100 31 352 109 267 40 256 1445 8:45 AM 307 108 45 381 83 278 46 291 1539 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 2198 712 , 297 2637 .769 0 I 0 0 2102 346 2177 11238 I AM Peak Hr Begins at: 800 AM PEAK VOLUMES = I 0 1326 378 1159 1519 369 PEAK HR. FACTOR: 0.932 0.962 CONTROL: Signalized j 0 0 111112 0.000 151 1134 1 •6168 0.942 1 0.946 Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Macarthur Blvd. DATE: 5/17/2005 LOCATION:, City of Irvine E-W STREET: I-405 SB Off- Ramp DAY: TUESDAY PROJECT# 80 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 497 128 142 261 84 90 40 113 1355 4:15 PM 451 180 155 238 74 84 32 103 1317 4:30 PM 480 156 161 273 62 79 34 105 1350 4:45 PM 418 201 199 300 63 103 28 111 1423 5:00 PM 580 216 187 336 67 98 42 72 1598 5:15 PM 626 201 190 321 84 85 25 100 1632 5:30 PM 497 186 201 318 60 114 26 97 1499 5:45 PM 475 192 190 306 92 87 33 119 1494 6:00 PM 492 197 146 246 75 75 37 94 1362 6:15 PM 408 196 150 243 64 89 36 118 1304 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 4924 1853 1721 I 2842 725 0 0 0 904 I 333 1032 14334 I PM Peak Hr Begins at: 500 PM PEAK VOLUMETORS = I 0 218 9 0 795 1768 129 S 303 I O 0 000 O 1384 126 0 939 388 I O?953 23 PEA FACK 0 HR, CONTROL: Signalized Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Macarthur Blvd. DATE: 5/17/2005 LOCATION: City of Irvine E-W STREET: Michelson Dr. ' DAY: TUESDAY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND FPS NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 46 120 10 168 253 2 104 11 9 9 14 13 759 7:15 AM 43 198 20 124 288 1 101 9 9 6 11 18 828 7:30 AM 37 223 43 168 389 2 71 11 16 13 18 28 1019 7:45 AM 53 299 46 180 406 2 124 21 20 18 12 22 1203 8:00 AM 59 346 50 232 472 6 112 24 10 19 17 25 1372 8:15 AM 49 339 49 228 430 1 144 32 35 23 20 50 1400 8:30 AM 49 267 48 245 447 7 127 21 19 23 13 35 1301 8:45 AM 51 283 60 230 417 1 161 26 1B 34 20 62 1363 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 387 2075 326 1575 .3102 22 • 944 155 136 .145 125 253 9245 AM Peak Hr Begins at: 800 AM PEAK VOLUMES = 208 1211 217 131 1716 15 544 103 82 I 99 70 172 15436 PEAK HR. IIf FACTOR: I 0.907 I 0,956 0.864 0.735 0.971 CONTROL: SIGNALIZED J Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Macarthur Blvd. DATE: 5/17/2005 LOCATION: 'City of Irvine E-W STREET: Michelson Dr. LANES: DAY: TUESDAY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 82 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 39 387 24 115 218 4. 81 24 15 67 24 145 1143 4:15 PM 36 301 17 97 212 6 122 23 23 65 21 123 1046 4:30 PM 45 337 25 99 243 2 123 23 22 82 20 129 1150 4:45 PM 29 298 31 95 237 3 92 22 15 87 11 140 1060 5:00 PM 33 437 25 94 286 3 70 12 13 107 27 179 1286 5:15 PM 30 398 30 122 •321 4 100 23 18 105 25 196 1372 5:30 PM 21 401 19 132 317 6 78 27 18 106 24 209 1358 5:45 PM 46 300 33 125 265 1 79 18 16 116 20 142 1161 6:00 PM 27 343 25 129 277 1 117 25 16 103 9 135 1207 6:15 PM 38 298 25 113 219 3 131 24 25 80 19 171 1146 6:30 PM 6:45 PM TOTAL NL NT NR SL Sr SR EL ET ER WL WT WR TOTAL VOLUMES = 344 3500 254 1121 I 2595 33 993 I 221 181 918 I 200 1569 11929 I PM Peak Hr Begins at: 500 PM PEAK VOLUMES = 130 1536 107 1 473 1189 14 1 327 80 PEAK HR. FACTOR: I 0.895 I 0.921 0.837 CONTROL: SIGNALIZED •J 65 1434 96 126 0.926 5177 0.943 0 1' City: RVINE N/S Direction: VON KARMAN AVENUE ENV 01 riction: MAIN STREET Inlerse+00n: 100 ..• ,- VON RMAN AVENUE I Transportation Studies. Inc. 1350 Reynolds Avenue Suite 115 File Name : H0505191 Irvine, CA. 92614 Site Code ; 00000919 Start Date : 6/8/2005 Page No : 1 ps Prinled-Tumina Movements I STREET .`-VON RMAN AVENUE I MAIN STREET =sn nma I ni nl; Irnm I Len Right Thru Left RI hl ThrIt Left Rt ht Thru Left, Inl, Total 1.0 Factor 1.0 1,0 1.0 1.0 1.0 1.0 1.0 __ •1.0• 10 1,0 ���� 1.07 "' 07:00 AM 30 736 12 14 102 33 7 37 14 48 110 37 580 01:15 AM 62 165 25 17 128 48 11 36 13 68 139 •47 760 01:30 AM .56 174 21 24 160 65 10 41 21 75 138 47 832 0h45 AM 81 202 21 26 143 62 12 40 65 179 _ 38 83 95 288 129 516-- 57 1t38 931 3103 Total 229 - 578 79, 81 533 208 03:00 AM 93 267 291 22 195 $6 21 66 271 79 129 59 1043 09:15 AM 91 262 24 22 171 631 22 60 29 91 157 60 1072 01;30 AM 80 299 281 28 156 59 20 37 25 86 125 61 995 06:45 AM 93 234 31 26 154 57 15 67 31 72 120 53 . 953 Total 367 1002 lop 98 676 235 78 244 112 ' 328 __ _ 531• 233 4063 ••• BREAK ••• 04:00 PM 46 84 26 28 129 26 39 176 51 48 156 47 854 04:16 PM 37 76 34 27 164 29 ! 36 173 ' 59 45 220 60, 960 04:30 PM 46 83 331 25 163 271 33 188 681 36 203 65 970 O4:45 PM � •- 57 • •• 92 _ 271 •- 32 164 35 43 220 65 49 240 80 1094 Total 988 335 130 112 620 117 ; 161 757 233 _ '17T •818 252 • 3878 05:00 PM 55 123 501 41 155 43� 40 209 46 63 283 1011 1198 05:16 PM 37 124 27 52 155 40 63 269 48 70 429 1501 1454 05:30 PM PM 37 37 136 113 38 56 189 44 43 288 42 64, 317 115 ; 1368 . _05:45 21 49 162 461 57 233 81 70 366 125' 1340 _ Total 188 495 138 198 661 173; 203 989 197 257 1395• 491'•• _ •5301• 06:00 PM 34 79 221 22 141 27 51 232 53 66 298 85 1108 06:15 PM 29 65 23 I 30 168 19 41 147 37 53 262 72 934 Grand Total 1001 2714 489' 541 2787 779 564 2546 716 1166 3819 1321 18447 Apprch % 23.8 64.0 11.6 ,• 13.2 67.9 19.0 14.7 65.5 18.7 18.5 60.6 20.9 Total % 6.4 14.7 2.7 ; 2.9 15.1 4.2 3.1 13.8 3.9 6,3 20.7 •7.2 t Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 u 3 Start Tina j Right I Thru I Left I Total I Right I Thrul Left Total Peak Hour from 07:00 AM tc 08:45 AM -Peak 1 of 1 Intersectint 06:00 AM Volurre 357 1062 109 1528 98 676 235 1009 Parcert 23.4 69.5 7.1 9.7 67.0 23.3 C8115 91 262 24 377 22 171 63 256 Voluna Peak Factr High Ill. 08:30 AM 08:00 AM Volurre 80 299 25 404 22 195 56 273 Peak Factr 0 946 0.924 Right Thru I Left File Name : H0505191 Site Cade : 00000919 Start Date : 6/8/2005 Page No :2 MAIN STREET Eastbound _ _ Right I Thru Left , App" ' Int. — TotalTotal 78 244 112 434 328 531 233 1012 4063 18.0 56.2 25.8 30.0 48.6 21.3 22 80 29 131 91 167 60 308: 1072 I 0.948 08:15AM 08:15 AM ' 22 80 29 131 91 157 60 308 0828: 0.886 Transportation Studies, Inc 1350 Reynolds Avenue Suite its File Name : H0505191 Irvine, CA. 92614 Site Code : 00000919 Start Date : 6/8/2005 Page No : 3 VON KARMAN AVENUE MAIN STREET VON KARMAN AVENUE ' MAIN STREET Southbound Westbound Northbound Eastbound Start 71ne Rlghl Thru Left App' Torsi Right Thru LeR App' Total Right Thru Lefl App' Tots Right Ttw . Le1L App. Int. ' Total, Total Peak Ho urFrom 04:u0 PM to ub:15 PM - Peak 1 of 1 ._ _ _ �' Intersection 05:00 PM I Voluoe 166 495 136 797 198 661 173 1032 203 989 197 1389 257 1395 491 21431 6361 Peiratnt 20.8 62.1 17.1 I 19.2 64.1 16.8 14.6 71.2 14.2 12.0 65.1 22.9 0516 Volune 37 124 27 188 52 155 40 247 63 259 48 370 70 429 150 649 1454 Peak Fader 0.922 High ht. 06:00 PM 05:30 PM 05:30 PM •05:15 PM Volune 55 123 50 228 66 189 44 289 43 288 42 373 70 429 150 849 Peak Fador 0.8741 0.893 0.931 0.826 �l City: IRVINE N/S Di redion: VON KARMAN AVENUE IE/W D iration: MICHELSON DRIVE interseclbn: 102 Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 File Name : H0505195 Site Code : 00000919 Start Date : 6/9/2005 Page No : 1 Grows Movements _ j VON KARMAN AVENUE MICHELSON DRIVE VON KARMAN AVENUE I MICHELSON DRIVE Southbound Westbound Northbound Eastbound Slat Time : Ri ht I Thru Left RI ht Thru Left RI ht Thru Left I Riqht-, Thru I - Left: _ Factors LO' 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.01 1.01 �'•01 1.0° - 0700 AM 19 60 21 37 43 12 3 70 71 16 39 27 0715 AM 23 84 24 46 39 9 11 91 5 7 25 27 07.30 AM 25 127 361 77 45 20 18 159 51 13 41 30 OlAS AM 24 _ 151 45 96 74 24 i_.. 15- 193 5_f12 48_ - 39. -- local 91 422 1251 255 2u1 651 4( b13 22: 46 1b3 123 0&00 AM 30 167 381 92 70 31 18 207 15 13 47 42 0&15 AM 38 166 34 96 71 41 1 24 221 7 9 56 45 000 AM 35 165 44 92 67 41 16 164 8 15 46 31 "" BREAK"' nt, Total 354 391 596 726 2067 770 807 724 632 2933 04.00 PM 54 125 51� 58 120 181 25 122 24 9 51 21 678 04:15 PM 37 123 30 52 77 17 21 113 13 17 53 30 583 04:30 PM 53 134 49 64 90 10 18 128 12 14 53 20, 635 ,.0445 PM 42 168 40 75 112 23 24 143 13 17 59 391 755 05.00 PM 61 192 791 75 143 32 39 182 251 15 103 47 993 05:15 PM 61 305 611 98 95 25 37 160 11 18 102 41 1014 0530 PM 54 207 65 67 119 24 35 176- 15 22 99 47 930 ,.05:45 PM 54 238 63 60 153 25 23 '139 18 17 107 35 932 Total 230 942 2681 300 510 1061 134 657 69 1 72 411 _ 170 miii 06.00 PM 37 189 63 57 103 25 39 135 16 18 85 31 - 798 06,15 PM 18 134 43 48 56 16 24 130 8 17 58 28 580 Grand Total 701 2882 808 1268 1558 424 403 2658 219 260 1115 6021 12898 Apprch % 16.0 65.6 18.4 39.0 47.9 13.0 12.3 81.0. 6.7 13.2 56.4 30.51 Total% 5.4 22.3 6.3 9.8' 12.1 3.3 3.1 20.6 1.7 2.0 8.6 4.7' J Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 Start Tine I Right Thru I Left I pipai I Right I Thru I Left I T ToPtal eaR HouiProm 07:00 AM to 08:45 AM - Peak 1 of 1 Inlersecbn 07:45AM ' Volune 127 648 161 936I 376 282 137 795 Perant 13.6 69.2 17.2 47.3 35.5 17.2 0815 Volune 38 165 34 237 96 71 41 208 Peak Fador High ht. 08:30 AM 08:15 AM Volune 35 165 44 244 96 71 41 208 Peak Fador 0.959 0.956 Right I Thru I Left 73 785 35 893 8.2 87.9 3.9 24 221 7 252 08:15 AM 24 221 7 252 0.886 File Name : H0505195 Site Cade : 0000091 g Start Date :61912005 Page No :2 Right Thru i Left To a Total _l, 49 197 157 403 3027 12.2 48.9 39.0 9 56 45 110 807 0.938 08:15 AM 9 56 45 110 0.916 OW In Total 1318 036 2254 1271 648167 T u 4 I I I—� T a Y o North m � e €—/ R20057!45A0 4-2 m m' -� r2005 830.00 P1d N m V o a Tumi Movements m 4-1 T r+ Leit Thnr RI ht 5 785 73 O834 8e2 u7 In Total BE Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA, 92614 VVINN MNIV NVCIVUC IVIIVIICLJVN VI _ Southbound Westbound Start Tme Right. Thru I Lek App' Total 9 Ri ht I Thru I Left is FIQurFrom 04:00 PM to 05:15 PM - Peak 1 of 1 Intersecton 05:00 PM Right I Thru I Left File Name : H0505195 Site Code : 00000919 Start Date : 6/9/2005 Page No : 3 Right I Thru j Left App. Int. „Total Total Voltne 230 942 268 1440 300 510 106 916I 134 657 69 8601 72 411 170 653 3869 Perant 16.0 65.4 18.6 32.8 55.7 11.6 15.6 76.4 8.0 1 11.0 62.9 26.0 0515 61 305 61 427 98 95 25 218 37 160 11 2081 18 102 41 161 1014 Voltme Peak Fador 0.954 High ht. 05:15 PM 05:00 PM 05:00 PM 05:30 PM Volune 61 305 61 427 75 143 32 250 39 182 25 246I 22 99 • 47 168, Peak Fedor 0.843 0.916 0.874 0,972 Out In Total 27 r 1 230 942 268 ght LB� 1JI 1 N O� q North n« 1MID I InjI 19f20055:00.00 M 19/20055:45:OO PM c muO1 N « g m �'` Tuml Movements 0 �FO NG N 41 ? r Left Thru I ht R 69 7 134910 a0 ON In Tate VON KARMAN AVENUE Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Jamboree Rd. DATE: 4/5/2005 LOCATION: City of Irvine E-W STREET: Main St, DAY: TUESDAY 141 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 67 208 31 34 252 37 6 58 11 76 40 9 829 7:15 AM 106 310 63 61 396 68 12 43 16 129 89 11 1304 7:30 AM 124 371 51 72 486 . 57 20 50 19 218 112 22 1602 7:45 AM 133 356 38 86 518 83, 37 72 19 206 235 50 1833 ' 8:00 AM 93 287 60 105 529 84 29 61 24 225 225 ' 41 1763 8:15 AM 137 392 62 88 513 75 39 92 31 266 261 38 1994 8:30 AM '176 472 17 91 530 77 32 62 24 250 202 32 1965 8:45 AM 175 478 57 57 275 60 58 59 58 225 227 36 1765 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER F WL WT WR TOTAL VOLUMES = 1011 2874 379 594 I 3499 541 233 497 202 1 1595 1391 2391. 13055 AM Peak Hr Begins at: 745 AM PEAK VOLUMES = 1539 1507 177 1370 2090 319 PEAK HR. FACTOR: 0.836 0.96E CONTROL: SIGNALIZED J 137 287 98 1 947 923 161 1 7555 0.947 .14 Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Jamboree Rd. DATE: 4/5/2005 LOCATION: City of Irvine E-W STREET: Main St. DAY: TUESDAY 141 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 83 585 55 51 348 47 86 140 134 259 84 73 1945 4:15 PM 66 636 55 59 351 30 85 135 117 157 •55 52 1798 4:30 PM 100 581 69 41 353 36 117 155 135 213 173 78 2051 4:45 PM 160 627 104 72 413 28 84 135 126 200 95 84 2128 5:00 PM 96 582 162 74 382 30 142 279 202 331 194 139 2613 5:15 PM 135 608 134 87 462 28 160 278 158 281 216 77 2624 5:30 PM 119 492 256 69 428 49 169 265 131 251 188 104 2521 5:45 PM 129 579 173 88 416 27 125 251 92 221 184 76 2361 6:00 PM 96 505 174 66 320 42 97 203 120 257 166 99 2145 6:15 PM 69 611 178 51 334 30 102 139 103 237 81 72 2007 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 1053 5806 1360 658 3807 347 1167 1980 1318 2407 1436 854 22193 PM Peak Hr Begins at: 500 PM PEAK VOLUMES = 1 479 2261 725 1 318 1668 134 PEAK HR. FACTOR: CONTROL: SIGNALIZED 0.927 596 1073 113 11014 782 396 110119 0.904 0.852 0.964 Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Jamboree Rd. DATE: 4/14/2005 LOCATION: City of Irvine E-W STREET: I-405 NB Off -Ramp DAY: THURSDAY PROJECT# 143 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 411 135 360 288 370 177 1741 7:15 AM 420 122 377 354 441 201 1915 7:30 AM 499 128 456 340 395 226 2044 7:45 AM 511 156 490 362 466 221 2206 8:00 AM 566 160 431 366 478 311 2312 8:15 AM 578 168 466 350 501 305 2368 8:30 AM 520 175 442 305 411 261 2114 8:45 AM 508 156 390 288 420 244 2006 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL TOTAL NL NT NR SL ST SR EL ET ER WL WT WR VOLUMES = 0 4013 1200 0 3412 2653 0 0 0 3482 0 1946 16706 AM Peak Hr Begins at: 745 AM PEAK VOLUMES = 0 2175 659 0 1829 1383 0 0 PEAK HR. ( 1 I 19000 FACTOR: 0,950 0.942 0.000 0.916 0.950 CONTROL: Signalized J Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Jamboree Rd. DATE: 4/14/2005 LOCATION: City of Irvine E-W STREET: I-405 NB Off -Ramp DAY: THURSDAY PROJECT# 1 143 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 661 177 311 196 150 37 1532 4:15 PM 690 160 360 189 226 46 1671 4:30 PM 771 158 388• 199 201 30 1747 4:45 PM 866 144 400 205 211 77 1903 5:00 PM 791 130 420 221 120 80 1762 5:15 PM 860 128 401 230 201 80 1900 5:30 PM 801 110 466 205 211 60 1853 5:45 PM 745 105 367 221 201 67 1706 6:00 PM 776 130 462 240 199 70 1877 5:15 PM 690 105 371 205 196 62 .1629 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 7651 1347 0 3946 2111 0 I 0 0 1916 I 0 609 17580 I PM Peak Hr Begins at: 445 PM PEAK VOLUMES = 0 3318 512 1 I PEAK HR. FACTOR: 1 0.948 CONTROL: Signalized 4 1687 861 I174LIM 0 0 1743 0 117 I 7411 0.000 0.903 0.975 Intersection Turning Movement Prepared by: Southland Car Counters - N-S STREET: Jamboree Rd, DATE: 4/12/2005 E-W STREET: I-405 SB Off -Ramp DAY: TUESDAY LANES: LOCATION: City of Irvine PROJECT# 144 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 152 60 462 35 246 270 1225 7:15 AM 208 81 627 40 280 335 1571 7:30 AM 295 105 584 51 245 302 1582 7:45 AM 343 112 715 47 282 306 1807 8:00 AM 398 120 749 42 335 300 1944 8:15 AM 377 109 698 38 361 288 1871 8:30 AM 321 90 693 39 317 317 1777 8:45 AM 326 87 713 41 321 336 1824 9:00 AM 9:15 AM 930AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 2420 764 0 I 5241 333 2387 0 2456 0 0 0 13601 AM Peak Hr Begins at: 800 AM PEAK VOLUMES = ( 0 1422 406 I 0 2853 160 11334 0 1241 PEAK HR. FACTOR: 0.882 0.952 0.980 CONTROL: Signalized J iM 7416 0.954 Intersection Turning Movement Prepare&by: Southland Car Counters N-S STREET: Jamboree Rd. DATE: 4/12/2005 LOCATION: City of Irvine E-W STREET: I-405 SB Off -Ramp DAY: TUESDAY PROJECT# 144 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 548 240 363 135 301 105 1692 4:15 PM 504 231 380 130 303 117 1665 4:30 PM 575 261 336 142 320 136 1770 4:45 PM 568 250 393 121 345 159 1836 5:00 PM 630 245 382 110 320 136 1823 5:15 PM 642 266 471 105 360 136 1980 5:30 PM 551 245 473 90 361 183 1903 5:45 PM 458 230 518 70 325 158 1759 6:00 PM 523 251 392 76 307 131 1680 6:15 PM 491 301 399 80 334 158 1763 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 5490 2520 0 I 4107 1059 3276 0• 1419 0 0 0 17871 PM Peak Hr Begins at: 445 PM PEAK VOLUMES = 0 2391 1006 I PEAK HR. FACTOR: 1 0.935 CONTROL: Signalized 1719 426 11386 0.931 0 614 10 0 0 I 7142 0.919 0.000 0.952 Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Jamboree Rd. DATE: 4/5/2005 LOCATION: City of Irvine E-W STREET: Michelson Dr, DAY: TUESDAY 145 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOM 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 11 159 14 200 365 231 14 20 2 20 33 44 1113 7:15 AM 38 246 34 175 454 278 13 19 4 30 33 46 1370 7:30 AM 31 324 42• 189 516 240 20 18 2 51 71 49 1553 7:45 AM 56 382 66 171 541 299 20 24 6 86 94 54 1799 8:00 AM 46 360 42 169 507 305 19 23 3 61 108 56 1699 8:15 AM 50 361 56 129 540 345 22 30 7 93 117 56 1806 8:30 AM 40 313 41 194 511 363 24 37 4 47 125 51 1750 8:45 AM 53 370 29 166 478 346 22 29 7 78 110 37 1725 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR •TOTAL VOLUMES = 325 2515 324 1393 3912 2407 154 200 - 35 466 691 393 12815 AM Peak Hr Begins at: 745 AM 7y_1: VOLUMES = 1192 1416 205 1663 2099 1312 I 85 114 PEAK HR. FACTOR: 0.899 0.954 0.842 CONTROL: Signalized pri 20 1 287 444 217 1 7054 0.891 1 0.976 Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Jamboree Rd. E-W STREET: Michelson Dr. NL NT NR SL LANES: DATE: 4/5/2005 DAY: TUESDAY w3 ST SR EL ET LOCATION: City of Irvine 145 N3 ER WL WT WR TOTAL 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 25 436 61 125 311 98 115 99 15 65 95 243 1688 4:15 PM 28 469 45 111 309 91 156 127 30 85 76 132 1659 4:30 PM 26 508 79 107 340 101 166 101 16 83 9 183 1719 4:45 PM 17 455 123 106 292 97 149 133 11 82 92 156 1713 5:00 PM 22 550 114 124 354 76 167 162 25 121 124 254 2093 5:15 PM 24 464 124 103 325 68 187 233 22 96 108 198 1952 5:30 PM 37 531 150 123 482 93 173 157 16 104 115 180 2161 5:45 PM 21 341 107 112 352 95 145 167 21 101 111 171 1744 6:00 PM 18 438 102 110 416 81 139 129 7 65 68 144 1717 6:15 PM 10 411 . 83 115 318 70 154 121 17 62 89 167 1617 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 228 4603 988 1136 3499 870 1551 1429 180 864 887 1828 18063 PM Peak Hr Begins at: 500 PM PEAK VOLUMES = 104 1886 495 I 462 1113 332 1 671 719 84 1 422 • 458 B03 1 7950 PEAK FACTOR: 0.865 0.826 0.834 0.843 0.920 CONTROL: Signalized J Intersection Turning Movement Prepared by: Southland Car Counters RS STREET: University DATE: 5/17/2005 LOCATION: City of Irvine SW STREET: Campus Dr.. DAY:TUESDAY 190 _e5 w � St'S N3 4ft6f Tt66t9QD S9bTht9tlND 'Mk"88ti1fD •�^1°� .gSTs" 11) NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 13 58 46 17 150 21 9 62 19 28 35 4 462 7:15 AM 20 83 73 29 186 29 13 110 30 39 67 3 682 7:30 AM 28 127 97 41 275 56 12 106 42 46 75 6 911 7:45 AM 31 148 109 33 331 69 9 98 40 40 91 3 1002 8:00 AM 37 170 90 28 361 89 14 117 53 52 112 5 1128 8:15 AM 29 22 101 35 341 77 10 138 64• 43 97 3 960 8:30 AM 23 109 93 40 347 67 10 151 72 51 103 6 1074 8:45 AM 25 101 67 41 353 70 ' 7 142 60 43 85 7 1001 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT- WR TOTAL VOLUMES = 206 818 676 264 I 2344 478 1, 84 924 380 342 I 665 39 7220 I AM Peak Hr Begins at: 745 AM PEAK VOLUMES = 1120 449 393 1136 1380 302 PEAK HR. FACTOR: 0.810 0.951 CONTROL: Signalized 43 504 229 1 186 403 0,833 1 0.899 19 14114 0.923 N-SSTREET: Unlverslty E-Vi TREET: Campus Dr. LANES: Intersection Turning Movement Prepared by: Southland Car Counters DATE: 5/17/2005 DAY: TUESDAY Wn3 LOCATION: Clty of Irvine spa Nf3 190 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 56 215 71 9 113 13 29 117 21 89 170 28 931 4:15 PM 39 229 69 17 127 20 32 121 24 75 141 30 924. 4:30 PM 26 247 78 32 147 27 46 135 37 69 123' 34 1001 4:45 PM 31 251 65 20 142 22 51 127 35 72 139 27 982 5:00 PM 46 265 78 17 152 18 67 153 41 88 170 32 1127 5:15 PM 40 329 66 14 172 17 43 163 46 73 142 24 1129 5:30 PM 38 342 70 11 194 19 56 185 56 86 116 14 1187 5:45 PM 30 297 69 20 184 25 51 202 47 65 103 15 1108 6:00 PM 36 302 74 19 163 17 41 147 29 63 97 19 1007 6:15 PM 48 318 89 24 132 13 49 128 17 64 89 26 997 6:30 PM 6:45 PM SL 183 ST 1526 SR 191 EL 1 465 ET 1478 ER 353 WL 744 WT 1290 WR 249 I TOTAL 10393 TOTAL VOLUMES = NL NT NR 390 2795 729 PM Peak Hr Begins at: 500 PM PEAK VOLUMES = 1154 1233 283 162 702 79 1 217 703 190 312 531 PEAK HR. FACTOR: 0.928 0,920 0.925 0.800 CONTROL: Signalized j 85 1 4551 0.959 City: IRVNE iN•S Direction: HARVARD AVENUE 'E-W D3rettion: MAIN STREET Interse cllm:186 HAS _ Southbound ,. _Slat Tlme RI ht Thru 0715 AM 61 144 0730 AM 79 195 07.45 AM 118 274 _ Total 295_ 6B9 0800 AM 118 257 01115 AM 112 282 0830 AM 94 238 •" BREAK... Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 0 2 62 23 3 71 5 1 128 49 7 77 10 8 161 67 9 73 19 12 412 169 28 285 8 4 148 83 8 82 6 3 137 83 9 86 5 1 116 53 9 89 File Name : H0504223 Site Code : 00000921 Start Date : 5/17/2005 Page No : 1 MAIN STREET ' Eastbound eft Thru,,, Int. Total _Right _„ 1_0�, 'Left: 13 12 27 .1.0 17 341 10 26I 10 15 33 37 22 21 461 640 43 ; � 27 • 35 .. _ .33.4 B68 02 ' 64 132 93 ; 2310 31 25 35 391 81d 34 16 36 27 811 43, 13 39 26 725 32 j_ _ _ 17 45 ' 29 • 768 401 71 155 121 3121 0400 PM 26 108 61 4 40 22' 20 187 19 38 108 ' 81 636 04:16 PM 23 109 3 8 62 19 29 149 27 30 132 81 I 681 0430 PM 20 104 10 7 59 15 29 186 22 32 163 97 744 0446 PM 26 118 6 5 72 26 31 210 28 __ 41 159 98 �337 819 Total 94 439 24 24 233 82 _ 109- 732 96 '148 582 2880 0500 PM 14 157 10 6 45 28 66 284 261 64 233 122 1022 OS15PM 29 177 10 10 42 23 90 265 18 49 277 133 1121 0530 PM 34 177 8 8 72 29 59 268 20' 48 267 144• 1132 OWPM 23 154 7 7 52 32 56 287 24� 32 262 137 1083 Total 100 695 35 31 211 110 261 1064 85 191 1039 536 ` 4368 0000 PM 33 126 3 7 57 41 56 190 141 61 241 131 950 0615 PM 29 98 9 10 51 21 46 170 26, 45 207 120 832 Grand Total 960 3057 123 95 1487 689 530 2807 453 570 2336 1338 14451 Apprch % 23.2 73.8 ' 3.0 4.2 65.5 30.3 14.1 73.9 11.9 • 13.4 55.0 31:5 Total % 8.6 21.2 0.9 0.7 10.3 4.81 3.7 19.4 3.1 3.9 16.2 9.3 11) _0 1 Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 File Name : H0504223 Site Code ; 00000921 Start Date : 5117/2005 Page No ; 2 •" HARVARD AVENUE - MAIN STREET HARVARD AVENUE F MAIN STREET Southbound Westbound I Northbound Eastbound. Start Time i Right I Thru Left, q Topaz Right Thru —T Leff I A Total I Rlght Thru Left ApP, Total i Right Thru L Left APP• Total Int. Total eak IiourFrom 07:00 AM to U5A5 AM - Peak 1 of 1 Intersactbn 07:45 AM 1 volume 442 1031 39 1512 16 562 266 B44 33 330 151 514i 81 145' 125 351 3221 Parant 29.2 68.2 2.6 1.9 66.6 31.5 6.4 64.2 29A i 23.1 41.3 35.6 07:45 118 274 20 412. 8 161 67 2361 9 73 43 12627 35 33 95 868 volume Peak Factor High InL 07:45 AM 07:45 AM 08:30 AM ; 08:00 AM 0.928 Volume 118 274 20 412 B 161 67 23BI 9 89 43 141; 25 35 39 99. Peak Factor 0.917 0,894 0.911 • 0.8861 00 in Total 4 1 1512 18 I I 442 1031 39 i i ! I 22 Noah 3 SIB 7-F—t 1 15:OOF �-2 ;L�JI 17/208s 0;30;00 A yoN ' EFL �,E Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 y Start Tlme Right Thru I Left I To�j Right I Thru Lett ToII Peak Hour From 04:00 PM to 06:15 PM - Peak 1 of 1 Intersectbn 05:00 PM Volume 100 695 35 830 31 211 110 352 iA Percent 12.0 83.7 4.2 t 8.8 59.9 31.3 0530 34 177 8 2191 8 72 29 109 Volume Peek Factor High Int. 05:30 PM 65:30 PM Volume 34 177 8 2191 8 72 29 109 Peak Fedor 0.947 ; 0.607 File Name : H0504223 Site Code :00000921 Start Date : 5/17/2005 Page No : 3 Northbound _ Eastbound Right Thru Left TU ai Right I Thai • Left tal • Total J -- 261 1064 85 14101 191 1039 536 1766 4358 18.5 75.5 6.0 ' 10.8 68,8 30.4 59 268 20 347 46 267 144 457' 1132 0.962 05:15 PM 05:15 PM 90 265 16 371 49 277 133 459 0.950 0.062 w In Total I B 1 830 ® l 100 69 35 an 1 4 No M �; j c I : I13: 17l1 .00.00P 2 �i -iu_Is • 1720055:45U0 PM 4ul :T�umlrq Movements � -I OOJ 'a �4 V M. I Loh rE;MP406 $ Transportation Studies, Inc. 1350 Reynolds Avenue City: I RVINE Suite 116 File Name : H0504226 N-S D6 ration: HARVARD AVENUE Irvine, CA. 92614 Site Code : 00000000 ,E-W Direction: MICHELSON DRIVE Start Date : 4/20/2005 intersecbn: 188 Page No : 1 Groups Printed -Turning Movements Sirt Time ---...---.._ Right i Thru Left; RI ht.. ------.._ Thru 1 _ Left .----------- RI ht I Thru Left I ----___ Ri ht 1 Thru 1 Left Int_. Total _Factor. 1.0 1.0 1.0 1.0 1.0 1.0 1.01 1.01 1.0 LO 1.01 _ _ 1.0 01:00 AM 40 52 14 30 100 6 4 23 18 6 8 5 306 01'. 15 AM 76 65 14 31 167 12 2 35 22 I 5 10 6, 445 01:30 AM 111 65 131 27 158 101 3 55 35 i 4 15 9 505 07'.45 AM 110 101 24 i 33 165 14 5 60 32 ' 5 22 10 581 Total 337 283 65 121 590 42 14 173 10;, _ _ 20 55 30 1837 01:00 AM 152 192 391 41 152 15 7 73 25 6 25 15 742 01:15 AM 154 161 241 43 222 15 9 71 29 9 - 32 221 791 01:30 AM 122 130 31 36 187 22 8 65 25 16 32 181 692 "' BREAK ••• 04:00 PM 41 56 35 25 42 8 15 121 151 19 142 42 561 04:15 PM 57 56 33 23 52 5 16 101 1311 13 156 98 623 04:30 PM 38 68 35 25 65 9 15 111 14111 142 92 633 04:45 PM 28 82 36 26 85 1 11 121 15 28 189 104 726 Total 164 262 139 99 244 23 57 454 57 79 629 3351 _ 2543 05:00 PM 40 88 65 35 65PM 8�25 171171 15� 31 185 104 830 OS:15 PM 45 141 72 36 . 88 9 13 169 16 41 265 154 1049 OS:30 PM 48 132 75. 35 96 8 15 188 16 38 256 142 1049 O$AS PM 56 114 •76 36 84 9 4 198 22 23 243 136 1001 Total 189 473 288 142 333 34 57 726 69 133 949 _ 536 3929 06:00 PM 42 121 691 29 78 10 13 185 15 29 233 100 914 QSA5 PM 36 1o5 61 39 74 11 6 117 19 20 222 1141 824 Grand Total 1328 1891 729 590 2025 195 180 1943 379 320 2212 11871 12979 Apprch % 33.6 47.9 18.5 21.0 72.1 ' 6.9 7.2 77.7 15.1 8.6 59.5 31.91 Total % 10.2 14.6 5.6 4.5 15.6 1.5 1.4 15.0 2.9 2,5 17.0 9.11 Start Toe ,Right Thru i Left I App' Total Peak HoulFrom 07:00 AM to 08:45 AM - Pee Intersecbn 08:00 AM Volute 560 647 117 1324 Peranl 42.3 48.9 8.8 D815 154 161 24 339 Voltne Peak Fatlor High ht. 08:00 AM Volune 152 192 39 383 Peak Fador 0.864 Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 Right I Thru I Left 160 706 75 941 17.0 75.0 8.0 43 222 15 280 08:15 AM 43 222 15 260 0.840 File Name : H0504226 Site Code :00000000 Start Date : 4/20/2005 Page No :2 HARVARD AVENUE MICH� EL80N DRIVE Northbound 1 Eastbound Right Thru Left �TTotal App" Right , Thru , Left App' Total Int. Total 33 288 112 4331 39 124 71 234 2932 7.6 66.5 25.9 1 16.7 53.0 30.3 9 71 29 109 9 32 22 63• 791 0.927 08:45 AM 08:30 AM ' 9 79 33 121 16 32 18 661 0.895 0.886' ON In Total 819 13 4 1843 5601 6471 117 Rig t Thru Left lY I a �—I —_� -9 North/20058.00 /202005 8AS 00 AM m _ 0 � ^ � �Turnlrq Movements ¢ N Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 Start Tine i Right Thru I Left Toptpa� Right I Thru Left iota) Peak HoiilFrom 04:00 PM to 05:45 PM - Peak 1 of 1 Intersecbn 05:00 PM I Volune 189 473 288 950 142 333 34 509 Percent 19.9 49.8 30.3 27.9 55.4 6.7 0530 48 132 VolLne 75 255 35 96 8 139 Peak Fador Highht. 05:15 PM 05:30 PM Volune 45 141 72 258 35 96 8 139 Peak Fador 0.921 0.915 File Name : H0504226 Site Code : 00000000 Start Date 4/20/2005 Page No : 3 Right I Thru Left I App' I RightRl9htT Totall Total Total 57 726 69 852; 133 949 536 1618 3929 6.7 85.2 8.1 8.2 58.7 33.1 15 188 16 2'191 38 256 142 436 1049 0.936 05:45 PM 05:15 PM 4 198 22 224 41 265 154 460, 0.951 , 0.8791 ON In Total F-1-4041 9 2354 189 473 288 Rlght Thru Left oi 0� North90-4 m m 12 05 YC OM 0/2005 5:45:00 PM 2 w FM o'mez� Tuml Mavemenla Mini w- I Left Thru Rilht I i 69 726 57 I 640 8 2 C492 out In Total HARVAR12 AVENUE -- City: IRVINE N-S D irectlon: HARVARD AVENUE ,tE-W Direction: UNIVERSITY DRIVE l Intersecton: 189 Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 File Name : H0504229 Site Code : 0000091 a Start Date : 5/10/2005 Page No : 1 GroupsPrinletl-Turnln Movements _ HARVARD AVENUE UNIVERSITY DRIVE I _ HARVARD AVENUE UNIVERSITY DRIVE _ Soulhbound Westbound Northbound __ Eastbound_ Start Time 1 Right i Thru Let[ I Right I Thru Left, Right Thru Left RI ht Thru left Int. Total Factor 1 1.0 . 1.01 1.01 1.01 1.0 01:00 AM 25 44 2 5 127 6 5 57 61 5 47 6 335 07:15 AM 45 42 0 I 5 153 8 9 50 11 1 3 78 17 421 01:30 AM 59 44 31 16 252 91 6 55 7 : 5 91 18 565 01_:45 AM 101 74 10 W 310 121 20 68 17 1 7 114 38_ 786 Total _ 230 204 15 , 41 842 35 , 40 230 41 ; _ 20 _ 330 _ 79 2107 08:00 AM 105 69 11 1 17 311 201 10 60 231 2 73 30 731 08:15 AM 91 51 11 20 283 12 8 52 11 : 8 133 44 724 08:30 AM 100 98 10 43 319 1 8 6 61 20 1 8 103 41 817 08:45 AM 113 102 8 36 309 21 16 62 171 3 100 60 , 847 _ Total 409 320 401 116 1222 61 1 40 235 71 1 21 409 _ 175 ` 3119 "' BREAK "• , 04:00 PM 36 72 261 11 122 18 18 76 11 14 210 59 I 673 01:15 PM 37 85 " 43 6 133 15 29 100 11 21 182 55 717 04:30 PM 41 75 14 1 9 120 19 15 77 13 7 215 63 i 668 - - 01:45 PM 50 87 11 10 154 28 24 132 21 18 _ 242 65 842 Total 164 319 941 36 529 801 86 385 56 60 849�242 2800 05:00 PM 58 92 24 10 183 21 18 82 151 16 314 95 928 05:15 PM 60 112 20 11 156 19 19 112 191 24 331 81 964 05:30 PM 87 121 24 4 164 19 23 62 151 21 349 93 1002 05:45 PM 51 117 19 9 139 26 19 98 12 25 310 103, 928 Total 256 442 87 34 642 85 79 374 61 86 1304 _ 372, _ 3822 06:00 PM 48 73 17 8 125 22 18 89 101 16 302 . 69 797 06:15 PM 57 109 21 6 116 14 23 72 11 I 16 r 250 70 765 Grand Total 1164 1467 274 241 3476 297 286 1385 250, 219 3444 1007 13510 Apprch % 40.1 50.5 9.41 6.0 86.6 7.4 14.9 72.1 13.01 4.7 73.7 21.6 Total % 8.6 10.9 2.01 1.8 25.7 2.2 2.1 10.3 1,91 1.6 25.5 7.6 u Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 Start Tine I Right Thru i Left I TOtel I Right I Thru I Left I Total 'eak H oulFrom 07:00 AM to 08:45 AM -Peak 1 of 1 Inters ecbn 08:00 AM Vclune 409 320 40 769I 116 1222 61 1399 Peront 532 41.6 5,2 8.3 87.3 4.4 0845 V Oa45lune 113 102 8 223 36 309 21 366 Peak Factor Hlghht, 08:45 AM 08:30 AM V oh.ne 113 102 8 223 43 319 8 370 Peak Fador 0.862 0.945 File Name : H0504229 Site Code : 00000918 Start Date : 5/10/2005 Page No : 2 Right Thru Lek App' j Rlght Total I Thru Left, _ App. Total,_ Int. Total 40 235 71 346 21 409 175 605 3119 11.6 67.9 20.5 3.5 67.6 28.9 16 62 17 95 3 100 60 163 847 1 0.921 08:45 AM 08:15 AM 16 52 17 951 8 0.9111 133 44 185: 0.818. ON In Total ;Pj. 69 1295 320 40 Thu e �11 r c No 3m m I 9.00:00 -2—F—{;��� 1=0056.45:oo AM I LJ o ��s TUM Movements �x OH— LLLJJJ aEF L i r Le7 Ttru RI ht 23 71 235 40 402 346 748 Out In Total HARVARD AVENUE Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 Start Tine . Right i Thru 1 Left I Tote] I Right I Thru I Left I Total 'eak HourFrom 04:00 PM to 06:15 PM - Peak 1 of 1 Intersecmn 05:00 PM Volune 256 442 87 785 34 642 85 781 P ercvll 32.6 56.3 11.1 4.1 84.4 11.2 0530 87 121 24 232 4 164 19 187 Volune Peak Factor I High ht. 05:30 PM 05:00 PM Volune 87 121 24 232 10 183 21 214 Peak Factor 0.846 0.889 File Name : H0504229 Site Code : 00000916 Start Date : 5/10/2005 Page No : 3 Right Thru Left App' I Right I Thru . Left Ape. Ina. Total _ , - Total, Total 79 374 61 5141 86 1304 372 1762 3822 15.4 72.8 11.9 i 4.9 74.0 21.1 23 82 15 120 21 349 93 463- .1002 0.954 06:15 PM j 05:30 PM 19 112 19 1501 21 349 93 463 0.8571 0.951 out In Total 7601 F-7-831 FTW 2561 442 e7 R t I Let � l 1 Y I, 25 ~ y°� gJ I zy�{ 0m5 N I o J NOnh t L 10/2005 5.00:00 P 10/2005 5:45:00 PM ^� _ q mIG g �, TuMn Movements i r pI°+ h r Loft That R1 ht 37 67 374 79 113 51 27 out In Total ATTACHMENT B EXISTING PEAK HOUR INTERSECTION OPERATIONS ANALYSIS WORKSHEETS 1. Red Hill Av & Main St Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 210 .066 206 .064* NBT 2 3200 859 .268* 699 .218 NBR 1 1600 430 .269 389 .243 SBL 2 3200 47 .015* 138 .043 SBT 2 3200 520 .163 1138 .356* SBR d 1600 146 .091 559 .349 EBL 1 1600 153 .096 134 .084* EBT 3 4800 1014 .264* 804 .221 EBR 0 0 254 256 WBL 2 3200 232 .073* 614 .192 WBT 3 4800 459 .126 1606 .366* WBR 0 0 148 153 Right Turn Adjustment NBR .001* TOTAI f.APAr..TTY 11TIl_IZATION .621 .870 2. MacArthur Bl & Main St Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 928 .290* 654 .204* NBT 4 6400 924 .144 1237 .193 NBR f 1075 467 SBL 2 3200 554 .173 168 .053 SBT 4 6400 536 .084* 823 .129* SBR 1 1600 65 .041 71 .044 EBL 1 1600 53 .033 86 .054 EBT 3 4800 681 .142* 812 .169* EBR 1 1600 356 .223 830 .519 WBL 2 3200 240 .075* 868 .271* WBT 3 4800 539 .112 531 .111 WBR f 186 428 Right Turn Adjustment EBR .146* Note: Assumes Right -Turn Overlap for EBR TOTAL CAPACITY UTILIZATION .591 .919 3. MacArthur B1 & I-405 NB Ramps Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 4 6400 1895 .296* 1619 .253* NBR 2 3200 354 .111 698 .218 SBL 2 3200 155 .048* 546 .171* SBT 4 6400 1253 .196 1062 .166 SBR 0 0 0 0 EBL 0 0 0 0 EBT EBR 0 0 0 0 3200 7866 .246* 3277 .102* WBT 0 WBR 2 3200 1226 .383 488 .153 Right Turn Adjustment WBR .137* WBR .051* TOTAL CAPACITY UTILIZATION 4. MacArthur B1 & I-405 SB Ramps Existing Validation I SBL SBR EBL EBT EBR WBL WBR 727 .577 AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C 4 6400 1326 .207* 2178 .340* 1 1600 378 .236 795 .497 2 3200 159 .050* 768 .240* 4 6400 1519 .237 1281 .200 1 1600 369 .231 303 .189 0 0 0 0 0 0 0 0 0 0 0 0 2 3200 1152 .360* 384 .120* 1600 .094 3866 .079 f 1154 Right Turn Adjustment Note: Assumes Right-T NBR 037* urn Overlap for NBR TOTAL CAPACITY UTILIZATION .617 .737 5. MacArthur B1 & Michelson Or Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 208 .130 130 .081 NBT 4 6400 1253 .196* 1536 .240* NBR 1 1600 207 .129 107 .067 SBL 2 3200 935 .292* 473 .148* 6400 1766 .278 1189 .188 SBR 0 EBL 2 3200 544 .170* 327 .102 3200 183 .058 .045* EBR 0 65 WBL 2 3200 99 .031 434 .136* WBT 1 1600 70 .044* 96 .060 WBR 1 1600 172 .108 726 .454 Right Turn Adjustment WBR .227* Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION 6. Von Karman Av & Main St 702 .796 Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 112 .035* 197 .062 NBT 2 3200 244 .076 989 .309* NBR 1 1600 78 .049 203 .127 SBL 1 1600 109 .068 136 .085* SBT 2 3200 1062 .332* 495 .155 SBR 1 1600 357 .223 166 .104 EBL 2 3200 233 .073* 491 .153 EBT 3 4800 531 .111 1395 .291* EBR 1 1600 328 .205 257 .161 WBL 2 3200 235 .073 173 .054* WBT 3 4800 675 .161* 661 .179 WBR 0 0 98 198 Right Turn Adjustment EBR .044* TOTAL CAPACITY UTILIZATION .645 .739 7. Von Karman Av & Michelson Or Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 35 .022* 69 .043* NBT 2 3200 785 .245 657 .205 NBR 1 1600 73 .046 134 .084 SBL 1 1600 161 .101 268 .168 SBT 1 1600 648 .484* 942 .733* SBR 0 0 127 230 EBL 1 1600 157 .098* 170 .106* 3200 147 .077 411 .151 EBR 0 WBL 1 1600 137 .086 106 .066 3200 282 .088* 510 .159*30 WBR f TOTAL CAPACITY UTILIZATION .692 1.041 8. Jamboree Rd & Main St Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 539 .168* 479 .150 6400 1177 .235 2261 .353* NBR f 725 SBL 2 3200 370 .116 318 .099* SBT 4 6400 2090 .327* 1688 .264 SBR 1 1600 319 .199 134 Q84 EBL 2 3200 137 .043 596 .186 4800 298 .060* 1583 .224* EBR f WBL 2 3200 947 .296* 1084 .339* 4800 963 .192 782 .163 WBR f Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION .851 1.015 9. Jamboree Rd & I-405 NB Ramps Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C 4800 21 5NBR .453* 338 1 .704* f 65 SBT 4 6400 1829 .286 1687 .264 SBR f 1383 861 EBT 0 0 0 0 EBR 4800 18566 .387* 7433 .155* WBT 0 WBR f 1098 297 TOTAL CAPACITY UTILIZATION 10. Jamboree Rd & I-405 SB Ramps 840 .859 Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 3 4800 1422 .296 23911 .498* NBR f 406 1006 SBR 6400 28563 .446* 1719 .269 f 426 1.5 13344 .417* 13866 .433* EBT 6400 EBR 2.5 1241 .388 614 .192 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 TOTAL CAPACITY UTILIZATION .863 .931 11. Jamboree Rd & Michelson Dr Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 192 .120* 104 .065 NBT 4 6400 1416 .221 1886 .295* NBR 1 1600 205 .128 495 .309 SBL 2 3200 663 .207 462 .144* SBT 4 6400 2099 .328* 1513 .236 SBR f 1312 332 EBL 2 3200 85 .027* 672 .210 EBT 2 3200 114 .042 719 .251* EBR 0 0 20 84 WBL 2 3200 287 .090 422 .132* WBT 2 3200 444 .139* 458 .143 WBR f 217 803 Right Turn Adjustment NBR .014* TOTAL CAPACITY UTILIZATION .614 .836 14. Campus Dr & University Dr Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 186 .116* 312 .195* NBT 2 3200 403 .126 531 .166 NBR d 1600 19 .012 85 .053 SBL 1 1600 43 .027 217 .136 SBT 2 3200 504 .158* 703 .220* SBR d 1600 229 .143 190 .119 EBL 1 1600 120 .075* 154 .096 EBT 2 3200 449 .140 1233 .385* EBR 1 1600 393 .246 283 .177 WBL 1 1600 136 .085 62 .039* WBT 3 4800 1380 .288* 702 .146 WBR 1 1600 302 .189 79 .049 TOTAL CAPACITY UTILIZATION .637 .839 15. Harvard Av & Main St Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 151 .047* 85 .027 NBT 2 3200 330 .103 1064 .333* NBR 1 1600 33 .021 261 .163 SBL 2 3200 39 .012 35 .011* SBT 2 3200 1031 .322* 695 .217 SBR 1 1600 442 .276 100 .063 EBL 2 3200 125 .039* 536 .168 EBT 3 4800 145 .030 1039 .216* EBR d 1600 81 .051 191 .119 WBL 2 3200 266 .083 110 .034* WBT 3 4800 562 .117* 211 .044 WBR d 1600 16 .010 31 .019 TOTAL CAPACITY UTILIZATION 16. Harvard Av & Michelson Or 525 .594 Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 112 .070* 69 .043 3200 233 .100 726 .245* NBR 0 57 SBL 1 1600 117 .073 288 .180* SBT 2 3200 647 .202* 473 .148 SBR 1 1600 560 .350 189 .118 EBL 2 3200 71 .022* 536 .168* 3200 1344 .039 949 .297 EBR f WBL 1 1600 75 .047 34 .021 WBT 1 1600 706 .441* 333 .208* WBR d 1600 160 .100 142 .089 Right Turn Adjustment SBR .148* TOTAL CAPACITY UTILIZATION .883 .801 17. Harvard Av & University Or Existing Validation AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 71 .044* 61 .038 NBT 2 3200 235 .073 374 .117* NBR d 1600 40 .025 79 .049 SBL 1 1600 40 .025 87 .054* SBT 2 3200 320 .100* 422 .132 SBR d 1600 409 .256 256 .160 EBL 1 1600 175 .109* 372 .233* EBT 3 4800 409 .085 1304 .272 EBR d 1600 21 .013 86 .054 WBL 1 1600 61 .038 85 .053 WBT 3 4800 1222 .255* 642 .134* WBR d 1600 116 .073 34 .021 Right Turn Adjustment SBR .156* SBR .027* TOTAL CAPACITY UTILIZATION .664 .565 ATTACHMENT C FUTURE WITHOUT PROJECT PEAK HOUR INTERSECTION OPERATIONS ANALYSIS WORKSHEETS 1. Red Hill Av & Main St General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 240 .075 240 .075* NBT 2 3200 1250 .391* 850 .266 NBR 1 1600 720 .450 690 .431 SBL 2 3200 180 .056* 450 .141 SBT 2 3200 660 .206 1390 .434* SBR d 1600 500 .313 940 .588 EBL 1 1600 410 .256 340 .213* EBT 3 4800 1250 .335* 850 .229 EBR 0 0 360 250 WBL 2 3200 420 .131* 1040 .325 WBT 3 4800 360 .113 1880 .498* WBR 0 0 500 .313 510 Right Turn Adjustment Multi .162* Multi .217* TOTAL CAPACITY UTILIZATION 1.075 1.437 2. MacArthur B1 & Main St General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 1420 .444* 1140 .356* NBT 4 6400 1010 .158 1410 .220 NBR f 1600 910 SBL 2 3200 540 .169 130 .041 SBT 4 6400 670 .105* 920 .144* SBR 1 1600 90 .056 60 .038 EBL 1 1600 60 .038 90 .056 EBT 3 4800 870 .181* 790 .165* EBR 1 1600 720 .450 1410 .881 WBL 2 3200 390 .122* 1120 .350* WBT 3 4800 750 .156 560 .117 WBR f 140 400 Right Turn Adjustment EBR .360* Note: Assumes Right -Turn Overlap for EBR TOTAL CAPACITY UTILIZATION .852 1.375 1. Red Hill Av & Main St General Plan Without Proj. w/ Imp AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 240 .075 240 .075 NBT 2 3200 1250 .391* 850 .266* NBR 2 3200 720 .225 690 .216 SBL 2 3200 180 .056* 450 .141* SBT 3 4800 660 .138 1390 .290 SBR 2 3200 500 .156 940 .294 EBL 2 3200 410 .128 340 .106 EBT 3 4800 1250 .335* 850 .229* EBR 0 0 360 250 WBL 2 3200 420 .131* 1040 .325* WBT 3 4800 360 .075 1880 .392 WBR 1 1600 500 .313 510 .319 TOTAL CAPACITY UTILIZATION 2. MacArthur B1 & Main St 913 .9b1 General Plan Without Proj. w/ Imp AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 3 4800 1420 .296* 1140 .238* NBT 4 6400 1010 .158 1410 .220 NBR f 1600 910 SBL 2 3200 540 .169 130 .041 SBT 4 6400 670 .105* 920 .144* SBR 1 1600 90 .056 60 .038 EBL 1 1600 60 .038 90 .056 EBT 3 4800 870 .181* 790 .165* EBR 2 3200 720 .225 1410 .441 WBL 2 3200 390 .122* 1120 .350* WBT 4800 750 .156 560 .117 WBR f 400 Right Turn Adjustment EBR .038* Note: Assumes Right -Turn Overlap for EBR TOTAL CAPACITY UTILIZATION .704 .93b 3. MacArthur B1 & I-405 NB Ramps General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 4 6400 2290 .358* 2050 .320* NBR 2 3200 360 .113 1000 .313 SBL 2 3200 270 .084* 660 .206* SBT 4 6400 1530 .239 1960 .306 SBR EBT 0 0 0 0 EBR WBL 2 3200 710 .222* 440 .138* WBR 2 3200 1640 .513 650 .203 Right Turn Adjustment WBR .291* WBR .065* TOTAL CAPACITY UTILIZATION 4. MacArthur B1 & I-405 SB Ramps 955 .729 General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 4 6400 1477 .231* 2595 .405* NBR 1 1600 464 .290 1010 .631 SBL 2 3200 218 .068* 960 .300* SBT 4 6400 1779 .278 1374 .215 SBR 1 1600 452 .283 389 .243 EBT 0 0 0 0 EBR WBL 2 3200 1309 .409* 386 .121* WBT 1 1600 180 .113 151 .094 WBR f 1371 425 Right Turn Adjustment NBR .105* Note: Assumes Right -Turn Overlap for NBR TOTAL CAPACITY UTILIZATION .708 .931 5. MacArthur B1 & Michelson Dr General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 270 .169 210 .131 NBT 4 6400 1410 .220* 1790 .280* NBR 1 1600 290 .181 210 .131 SBL 2 3200 1310 .409* 490 .153* 64000 20100 .317 12900 .205 SBR 0 EBL 2 3200 710 .222* 460 .141 EBT 2 3200 80 .050 70 .044* EBR 0 0 90 .056 90 .056 WBL 2 3200 130 .041 590 .184* WBT 1 1600 70 .044* 120 .075 WBR 1 1600 240 .150 920 .575 Right Turn Adjustment Multi .347* Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION 6. Von Karman Av & Main St .895 1.008 General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 90 .028 ' 130 .041 NBT 2 3200 340 .106* 1190 .372* NBR 1 1600 80 .050 340 .213 SBL 1 1600 680 .425* 360 .225* SBT 2 3200 1210 .378 690 .216 SBR 1 1600 920 .575 320 .200 EBL 2 3200 320 .100* 960 .300* EBT 3 4800 760 .158 2100 .438 EBR 1 1600 180 .113 270 .169 WBL 2 3200 230 .072 240 .075 WBT 3 4800 850 .223* 1080 .338* WBR 0 0 220 880 .550 Right Turn Adjustment SBR .072* WBR .212* TOTAL CAPACITY UTILIZATION .926 1.447 5. MacArthur B1 & Michelson Or General Plan Without Proj. w/ Imp AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 270 .169 210 .131 NBT 4 6400 1410 .220* 1790 .280* NBR 1 1600 290 .181 210 .131 SBL 2 3200 1310 .409* 490 .153* 4 64000 20100 .317 12900 .205 SBR EBL 2 3200 710 .222* 450 .141 EBT 2 3200 80 .050 70 .044* EBR 0 0 90 .056 90 .056 WBL 2 3200 130 .041 590 .184* WBT 1 1600 70 .044* 120 .075 WBR 2 3200 240 .075 920 .288 Right Turn Adjustment Multi .060* Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION .895 .721 6. Von Karman Av & Main St General Plan Without Proj. w/ Imp AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 90 .028* 130 .041 NBT 2 3200 340 .106 1190 .372* NBR 1 1600 80 .050 340 .213 SBL 2 3200 680 .213 360 .113* SBT 2 3200 1210 .378* 690 '.216 SBR 1 1600 920 .575 320 .200 EBL 3 4800 320 .067* 960 .200 EBT 3 4800 760 .158 2100 .438* EBR 1 1600 180 .113 270 .169 WBL 2 3200 230 .072 240 .075* WBT 3 4800 850 .177* 1080 .225 WBR 2 3200 220 .069 880 .275 Right Turn Adjustment SBR .197* Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION .847 0.998 7. Von Karman Av & Michelson Dr General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 40 .025* 300 .188* NBT 2 3200 840 .263 800 .250 NBR 1 1600 110 .069 270 .169 SBL 1 1600 600 .375 540 .338 SBT 1 1600 920 .744* 1290 1.025* SBR 0 0 270 350 EBL 1 1600 110 .069 340 .213* 3200 340 .175* 490 .175 EBR 0 WBL 1 1600 230 .144* 110 .069 WBT 3200 350 .109 780 .244*72 WBR f TOTAL CAPACITY UTILIZATION 8. Jamboree Rd & Main St 1.088 1.670 General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 650 .203* 580 .181 6400 1930 .302 2350 .367* NBR f 810 SBL 2 3200 420 .131 520 .163* SBT 4 6400 2050 .320* 2030 .317 SBR 1- 1600 240 .150 200 .125 EBL 2 3200 210 .066 620 .194 EBT 4800 350 .073* 1240 .258* EBR 3 800 WBL 2 3200 1010 .316* 960 .300* WBT 3 4800 1280 .267 1090 .227 WBR f 350 480 Note: Assumes Right -Turn Overlap for SBR TnTA1 CAPACITY N TLIZATION .912 1.088 7. Von Karman Av & Michelson Dr General Plan Without Proj. w/ Imp AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 40 .013 300 .094* NBT 2 3200 840 .263* 800 .250 NBR 1 1600 110 .069 270 .169 SBL 2 3200 600 .188* 540 .169 SBT 2 3200 920 .288 1290 .403* SBR 1 1600 270 .169 350 .219 EBL 1 1600 110 .069 340 .213* EBT 2 3200 340 .175* 490 .175 EBR WBL 1 1600 230 .144* 110 .069 3200 350 .109 780 .244* WBR f TOTAL CAPACITY UTILIZATION 8. Jamboree Rd & Main St 770 .954 General Plan Without Proj. w/ Imp AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 650 .203* 580 .181 6400 1930 .302 220 .367* NBR f 860 SBL 2 3200 420 .131 520 .163* SBT 4 6400 2050 .320* 2030 .317 SBR • 1 1600 240 .150 200 .125 EBL 2 3200 210 .066* 620 .194 4800 350 .073 1240 .258* EBR f 80 WBL 3 4800 1010 .210 960 .200* WBT 4800 1280 .267* 1090 .227 WBR f 480 Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION .856 .988 9. Jamboree Rd & I.405 NB Ramps General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 3 4800 2466 .514* 3628 .756* NBR f 1003 690 SBT 4 6400 1702 .266 2096 .328 SBR f 1449 1260 EBT 0 0 0 0 EBR 4800 2132 .444* 954 .199* WBT 0 WBR f 1318 342 TOTAL CAPACITY UTILIZATION 10. Jamboree Rd & I.405 SB Ramps 958 .955 General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C i VOL V/C NBT 3 4800 2061 .429 2864 .597* NBR f 654 1281 640 0BR 3182 .544* 2161 .338S f EBL 1.5 1430 {.529}* 1460 .456* EBT 0 6400 0 .529 0 EBR 2.5 1956 1033 .323 WB 0 0 WBR 0 0 TOTAL CAPACITY UTILIZATION •1.073 1.053 10. Jamboree Rd & I-405 SB Ramps General Plan Without Proj. w/ Imp AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 3 4800 2061 .429 2864 .597* NBR f 654 1281 6400 3182 .544* 2161 .338 SBR 4 EBL 2.5 1430 {.4231* 1460 {.3121* EBT 0 8000 0 .423 0 .312 EBR 2.5 1956 1033 WBT 0 0 0 0 WBR TOTAL CAPACITY UTILIZATION 11. Jamboree Rd & Michelson Dr 967 .909 General Plan Without Proj, w/ Imp AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 380 .119* 320 .100 NBT 4 6400 2180 .341 2690 .420* NBR 2 3200 310 .097 830 .259 SBL 2 3200 710 .222 500 .156* SBT 4 6400 2970 .464* 2410 .377 SBR f 1720 530 EBL 2 3200 180 .056 740 .231 4800 140 .042* 780 .202* EBR 0 WBL 2 3200 530 .166* 620 .194* 3200 360 131 940 .141 WBR f TOTAL CAPACITY UTILIZATION .791 .972 11. Jamboree Rd & Michelson Dr General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 380 .238* 320 .200* NBT 4 6400 2180 .341 2690 .420 NBR 1 1600 310 .194 830 .519 SBL 2 3200 710 .222 500 .156 SBT 4 6400 2970 .464* 2410 .377* SBR f 1720 530 EBL 2 3200 180 .056 740 .231 3200 1440 .063* 780 .303* EBR 0 WBL 2 3200 530 .166* 620 .194* WBT 2 3200 420 .131 450 .141 WBR f 360 940 Right Turn Adjustment NBR .098* TOTAL CAPACITY UTILIZATION 14. Campus Dr & University Or 931 1.172 General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 210 .131* 250 .156 NBT 2 3200 690 .216 720 .225* NBR d 1600 30 .019 90 .056 SBL 1 1600 150 .094 730 .456* SBT 2 3200 650 .203* 960 .300 SBR d 1600 510 .319 480 .300 EBL 1 1600 290 .181* 490 .306* EBT 2 3200 610 .191 1340 .419 EBR 1 1600 380 .238 280 .175 WBL 1 1600 130 .081 80 .050 WBT 3 4800 1470 .306* 900 .188* WBR 1 1600 820 .513 330 .206 Right Turn Adjustment Multi .323* WBR .018* TOTAL CAPACITY UTILIZATION 1.144 1.193 14. Campus Or & University Or General Plan Without Proj. w/ Imp AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 210 .131* 250 .156* NBT 2 3200 690 .216 720 .225 NBR d 1600 30 .019 90 .056 SBL 2 3200 150 .047 730 .228 SBT 2 3200 650 .203* 960 .300* SBR d 1600 510 .319 480 .300 EBL 2 3200 290 .091* 490 .153 EBT 2 3200 610 .191 1340 .419* EBR 1 1600 380 .238 280 .175 WBL 1 1600 130 .081 80 .050* WBT 3 4800 1470 .306* 900 .188 WBR 2 3200 820 .256 330 .103 Right Turn Adjustment SBR .116* Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION 16. Harvard Av & Michelson Dr .847 .925 General Plan Without Proj. w/ Imp AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 180 .113* 150 .094 NBR 2 3200 380 .131 8990 .297* 60 SBL 1 1600 160 .100 300 .188* SBT 2 3200 800 .250* 540 .169 SBR 2 3200 900 .281 340 .106 EBL 2 3200 140 .044* 790 .247* EBT 3200 .053 10460 .325 EBR f 00 170 WBL 1 1600 90 .056 40 .025 WBT 1 1600 810 .506* 390 .244* WBR d 1600 190 .119 160 .100 Right Turn Adjustment SBR .031* TOTAL CAPACITY UTILIZATION .944 .976 15. Harvard Av & Main St General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 70 .022* 120 .038 NBT 2 3200 570 .178 1380 .431* NBR 1 1600 20 .013 380 .238 SBL 2 3200 80 .025 50 .016* SBT 2 3200 1240 .388* 940 .294 SBR 1 1600 470 .294 80 .050 EBL 2 3200 50 .016* 490 .153 EBT 3 4800 230 .048 1380 .288* EBR d 1600 110 .069 240 .150 WBL 2 3200 310 .097 160 .050* WBT 3 4800 970 .202* 290 .060 WBR d 1600 60 .038 40 .025 TOTAL CAPACITY UTILIZATION 16. Harvard Av & Michelson Dr .628 .785 General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 180 .113* 150 .094 NBT 2 3200 380 .131 890 .297* NBR 0 0 40 60 SBL 1 1600 160 .100 300 .188* SBT 2 3200 800 .250* 540 .169 SBR 1 1600 900 .563 340 .213 EBL 2 3200 140 .044* 790 .247* 3200 170 .053 10440 .325 EBR f 26 WBL 1 1600 90 .056 40 .025 WBT 1 1600 810 .506* 390 .244* WBR d 1600 190 .119 160 .100 Right Turn Adjustment SBR .313* TOTAL CAPACITY UTILIZATION 1.226 .976 17. Harvard Av & University Or General Plan Without Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 120 .075* 100 .063* NBT 2 3200 280 .088 470 .147 NBR d 1600 70 .044 180 .113 SBL 1 1600 50 .031 130 .081 SBT 2 3200 400 .125* 530 .166* SBR d 1600 460 .288 230 .144 EBL 1 1600 190 .119* 360 .225 EBT 3 4800 520 .108 1500 .313* EBR d 1600 40 .025 150 .094 WBL 1 1600 110 .069 230 .144* WBT 3 4800 1520 .317* 770 .160 WBR d 1600 160 .100 50 .031 Right Turn Adjustment SBR .163* TOTAL CAPACITY UTILIZATION .799 .686 ATTACHMENT D FUTURE WITH PROJECT PEAK HOUR INTERSECTION OPERATIONS ANALYSIS WORKSHEETS 1. Red Hill Av & Main St General Plan With Project LANES CAPACITY 3200 NBT 2 NBR 1 1600 3200 SBT 2 SBR d 1600 4800 EBT 3 EBR 0 0 4800 WBT 3 WBR 0 0 Right Turn Adjustment AM PK HOUR PM PK HOUR VOL V/C VOL V/C 260 .081 240 .075* 1260 .394* 870 .272 720 .450 680 .425 170 .053* 470 .147 650 .203 1380 .431* 470 .294 970 .606 380 .238 350 .219* 1240 .337* 860 .235 27 430 .134* 1060 .331 1510 .494* 480 ..3116 Multi .123* Multi .241* TOTAL CAPACITY UTILIZATION 2. MacArthur B1 & Main St General Plan With Project 1.041 1.46U AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 1450 .453* 1150 .359* NBT 4 6400 1030 .161 1400 .219 NBR f 1560 920 SBL 2 3200 520 .163 140 .044 SBT 4 6400 670 .105* 960 .150* SBR 1 1600 90 .056 60 .038 EBL 1 1600 60 .038 90 .056 EBT 3 4800 850 .177* 810 .169* EBR 1 1600 730 .456 1390 .869 WBL 2 3200 400 .125* 1120 .350* 4800 780 .163 580 .121 WBR f 390 Right Turn Adjustment EBR .341* Note: Assumes Right -Turn Overlap for EBR TOTAL CAPACITY UTILIZATION .86U 1.3b9 1. Red Hill Av & Main St General Plan w/ Proj. w/ Imp. AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 260 .081 240 .075 NBT 2 3200 1260 .394* 870 .272* NBR 2 3200 720 .225 680 .213 SBL 2 3200 170 .053* 470 .147* SBT 3 4800 650 .135 1380 .288 SBR 2 3200 470 .147 970 .303 EBL 2 3200 380 .119 350 .109 EBT 3 4800 1240 .337* 860 .235* EBR 0 0 380 270 WBL 2 3200 430 .134* 1060 .331* WBT 3 4800 370 .077 1860 .388 WBR 1 1600 4B0 .300 510 .319 TOTAL CAPACITY UTILIZATION 2. MacArthur B1 & Main St General Plan w/ Proj. w/ Imp. AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 3 4800 1450 .302* 1150 .240* NBT 4 6400 1030 .161 1400 .219 NBR f 1560 920 SBL 2 3200 520 .163 140 .044 SBT 4 6400 670 .105* 960 .150* SBR 1 1600 90 .056 60 .038 EBL 1 1600 60 .038 90 .056 EBT 3 4800 850 .177* 810 .169* EBR 2 3200 730 .228 1390 .434 WBL 2 3200 400 .125* 1120 .350* WBT 4800 780 .163 580 .121 WBR f 390 Right Turn Adjustment EBR .025* Note: Assumes Right -Turn Overlap for EBR TOTAL CAPACITY UTILIZATION .709 .934 3. MacArthur B1 & I-405 NB Ramps General Plan With Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 4 6400 2290 .358* 2040 .319* NBR 2 3200 360 .113 1000 .313 SBL 2 3200 260 .081* 720 .225* SBR 4 6400 1500 .234 1940 .303 0 0 0 EBR 0 3200 760 .238* 430 .134* WBT 0 WBR 2 3200 1760 .550 660 .206 Right Turn Adjustment WBR .312* WBR .072* TnTAI r.AOACTTY NTTIT7ATION .989 .750 4. MacArthur B1 & I.405 SB Ramps General Plan With Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 4 6400 1577 .246* 2549 .398* NBR 1 1600 458 .286 960 .600 SBL 2 3200 212 .066* 930 .291* SBT 4 6400 1760 .275 1441 .225 SBR 1 1600 444 .278 376 .235 EBT 0 0 0 0 EBR WBL 2 3200 1220 .381* 399 .125* WBT 1 1600 166 .104 144 .090 WBR f 1353 421 Right Turn Adjustment NBR .077* Note: Assumes Right -Turn Overlap for NBR TOTAL CAPACITY UTILIZATION .693 .891 5. MacArthur B1 & Michelson Or General Plan With Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 270 .169 210 .131 NBT 4 6400 1450 .227* 1770 .277* NBR 1 1600 270 .169 220 .138 SBL 2 3200 1290 .403* 540 .169* SBT 4 6400 2000 .317 1320 .209 SBR 0 0 30 20 EBL 2 3200 740 .231* 450 .141 EBT 2 3200 70 .044 70 .044* EBR 0 0 80 .050 80 .050 WBL 2 3200 130 .041 560 .175* WBT 1 1600 80 .050* 120 .075 WBR 1 1600 290 .181 960 .600 Right Turn Adjustment Multi .359* Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION 6. Von Karman Av & Main St 911 1.024 General Plan With Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 90 .028 130 .041 NBT 2 3200 350 .109* 1170 .366* NBR 1 1600 80 .050 370 .231 SBL 1 1600 650 .406* 390 .244* SBT 2 3200 1210 .378 700 .219 SBR 1 1600 900 .563 310 .194 EBL 2 3200 330 .103* 970 .303* EBT 3 4800 770 .160 2130 .444 EBR 1 1600 180 .113 260 .163 WBL 2 3200 240 .075 230 .072 WBT 3 4800 870 .235* 1090 .341* WBR 0 0 260 870 .544 Right Turn Adjustment SBR .076* WBR .203* TOTAL CAPACITY UTILIZATION .929 1.457 5. MacArthur B1 & Michelson Or General Plan w/ Proj. w/ Imp. AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 270 .169 210 .131 NBT 4 6400 1450 .227* 1770 .277* NBR 1 1600 270 .169 220 .138 SBL 2 3200 1290 .403* 540 .169* 64000 20000 .317 13200 .209 SBR 0 EBL 2 3200 740 .231* 450 .141 EBT 2 3200 70 .044 70 .044* EBR 0 0 80 .050 80 .050 WBL 2 3200 130 .041 560 .175* WBT 1 1600 80 .050* 120 .075 WBR 2 3200 290 .091 960 .300 Right Turn Adjustment Multi .059* Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION 6. Von Karman Av & Main St 911 .724 General Plan w/ Proj. w/ Imp. AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 90 .028* 130 .041 NBT 2 3200 350 .109 1170 .366* NBR 1 1600 80 .050 370 .231 SBL 2 3200 650 .203 390 .122* SBT 2 3200 1210 .378* 700 .219 SBR 1 1600 900 .563 310 .194 EBL 3 4800 330 .069* 970 .202 EBT 3 4800 770 .160 2130 .444* EBR 1 1600 180 .113 260 .163 WBL 2 3200 240 .075 230 .072* WBT 3 4800 870 .181* 1090 .227 WBR 2 3200 260 .081 870 .272 Right Turn Adjustment SBR .185* Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION .841 1.004 7. Von Karman Av & Michelson Or General Plan With Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 40 .025* 300 .188* NBT 2 3200 880 .275 790 .247 NBR 1 1600 110 .069 270 .169 SBL 1 1600 570 .356 580 .363 SBT 1 1600 930 .744* 1340 1.069* SBR 0 0 260 370 EBL 1 1600 120 .075 340 .213* 3200 330 .169* 490 .172 EBR 0 60 WBL 1 1600 230 .144* 110 .069 3200 350 0 .109 790 •247* WBR f TOTAL CAPACITY UTILIZATION 1.082 1.717 B. Jamboree Rd & Main St General Plan With Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 610 .191* 590 .184 6400 1970 .308 2350 .367* NBR f 790 SBL 2 3200 430 .134 540 .169* SBT 4 6400 2040 .319* 2040 .319 SBR 1 1600 230 .144 210 .131 EBL 2 3200 220 .069 600 .188 4800 340 •071* 1260 .263* EBR f 790 WBL 2 3200 1040 .325* 950 .297* WBT 4800 1320 •275 1080 .225 WBR f 490 Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION .906 1.096 7. Von Karman Av & Michelson Or General Plan w/ Proj. w/ Imp. AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 40 .013 300 .094* NBT 2 3200 880 .275* 790 .247 NBR 1 1600 110 .069 270 .169 SBL 2 3200 570 .178* 580 .181 SBT 2 3200 930 .291 1340 .419* SBR 1 1600 260 .163 370 .231 EBL 1 1600 120 .075 340 .213* 3200 330 .169* 490 .172 EBR 0 60 WBL 1 1600 230 .144* 110 .069 WBT 2 3200 350 .109 790 •247* WBR TOTAL CAPACITY UTILIZATION 8. Jamboree Rd & Main St 766 .973 General Plan w/ Proj. w/ Imp. AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 610 .191* 590 .184 6400 1970 .308 2790 .367* NBR f SBL 2 3200 430 .134 540 .169* SBT 4 6400 2040 .319* 2040 .319 SBR 1 1600 230 .144 210 .131 EBL 2 3200 220 .069* 600 .188 4800 340 .071 1760 .263* EBR f WBL 3 4800 1040 .217 950 .198* WBT 4800 1320 •275* 1080 .225 WBR f 90 Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION .854 0.997 9. Jamboree Rd & I.405 NB Ramps General Plan With Project NBL NBR SBL SBR EBL EBT EBR WBT WBR LANES CAPACITY 0 0 4800 f 0 0 6400 f 0 0 0 0 0 0 3 4800 0 f VOLPK HOUR V/C 0 2614 .545* 1008 0 1676 .262 1432 0 0 0 2047 .426* 1302 TOTAL CAPACITY UTILIZATION 10. Jamboree Rd & I.405 SB Ramps General Plan With Project NBL NBR SBL SBR EBT EBR WBL WBT WBR LANES CAPACITY 0 0 f 4800 0 0 4 6400 0 5 6400 2.5 0 0 0 0 0 0 PM VOL HVUC L 0 3606 .751* 690 0 2100 .328 1260 0 0 0 970 .202* 354 971 .953 AM PK HOUR VOL V/C 0 2193 .456 0 3422 .535* 201 1420 {.522)* 1919 0 0 0 PM PK HOUR VOL V/C 0 2867 .597* 1253 0 2185 .341 561 1480 .463* 1072 .335 0 0 0 TOTAL CAPACITY UTILIZATION 1.057 1.060 10. Jamboree Rd & I.405 SB Ramps General Plan w/ Proj. w/ Imp. AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 3 4800 21911 .456 28677 .597* NBR f 693 1253 SBT 4 6400 3422 .535* 2185 .341 SBR f 201 561 EBL 2.5 1420 {.417}* 1480 {.319}* EBT 0 8000 0 .417 0 .319 EBR 2.5 1919 1072 WBT 0 0 0 0 WBR TOTAL CAPACITY UTILIZATION .952 .916 11. Jamboree Rd & Michelson Or General Plan w/ Proj. w/ Imp. AM PK HOUR PM PK HOUR LANES, CAPACITY VOL V/C VOL V/C NBL 2 3200 350 .109 330 .103 NBT 4 6400 2260 .353* 2690 .420* NBR 2 3200 290 .091 830 .259 SBL 2 3200 720 .225* 540 .169* SBT 4 6400 2930 .458 2440 .381 SBR f 1680 530 EBL 2 3200 190 .059 720 .225 4800 1330 .040* 780 .198* EBR 0 WBL 2 3200 560 .175* 610 .191* WBT 2 3200 .144 4930 .144 WBR 450 TOTAL CAPACITY UTILIZATION .793 .978 11. Jamboree Rd & Michelson Or General Plan With Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 350 .219* 330 .206 NBT 4 6400 2260 .353 2690 .420* NBR 1 1600 290 .181 830 .519 SBL 2 3200 720 .225 540 .169* SBT 4 6400 2930 .458* 2440 .381 SBR f 1680 530 EBL 2 3200 190 .059 720 .225 32000 13600 .059* 7800 .297* EBR 0 WBL 2 3200 560 .175* 610 .191* WBT 2 3200 460 .144 460 .144 WBR f 450 930 Right Turn Adjustment NBR .099* TOTAL CAPACITY UTILIZATION 14. Campus Dr & University Dr .911 1.176 General Plan With Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 210 .131* 270 .169 NBT 2 3200 660 .206 730 .228* NBR d 1600 30 .019 90 .056 SBL 1 1600 150 .094 750 .469* SBT 2 3200 650 .203* 940 .294 SBR d 1600 530 .331 480 .300 EBL 1 1600 290 .181* 490 .306* EBT 2 3200 620 .194 1330 .416 EBR 1 1600 400 .250 270 .169 WBL 1 1600 130 .081 80 .050 WBT 3 4800 1470 .306* 910 .190* WBR 1 1600 840 .525 340 .213 Right Turn Adjustment Multi .347* WBR .023* TOTAL CAPACITY UTILIZATION 1.168 1.216 14. Campus Or & University Or General Plan w/ Proj. w/ Imp. AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 210 .131* 270 .169* NBT 2 3200 660 .206 730 .228 NBR d 1600 30 .019 90 .056 SBL 2 3200 150 .047 750 .234 SBT 2 3200 650 .203* 940 .294* SBR d 1600 530 .331 480 .300 EBL 2 3200 290 .091* 490 .153 EBT 2 3200 620 .194 1330 .416* EBR 1 1600 400 .250 270 .169 WBL 1 1600 130 .081 80 .050* WBT 3 4800 1470 .306* 910 .190 WBR 2 3200 840 .263 .340 .106 Right Turn Adjustment SBR .128* SBR .006* Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION 16. Harvard Av & Michelson Or 859 .935 General Plan w/ Proj. w/ Imp. AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 180 .113* 150 .094 NBT 2 3200 380 .131 890 .300* NBR 0 0 40 70 SBL 1 1600 160 .100 310 .194* SBT 2 3200 800 .250* 550 .172 SBR 2 3200 870 .272 340 .106 EBL 2 3200 150 .047* 780 .244* EBT 2 3200 170 .053 1040 .325 EBR f 100 250 WBL 1 1600 90 .056 40 .025 WBT 1 1600 800 .500* 390 .244* WBR d 1600 200 .125 160 .100 Right Turn Adjustment SBR .022* TOTAL CAPACITY UTILIZATION .932 .982 15. Harvard Av & Main St General Plan With Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 70 .022* 130 .041 NBT 2 3200 570 .178 1380 .431* NBR 1 1600 20 .013 390 .244 SBL 2 3200 80 .025 50 .016* SBT 2 3200 1240 .388* 930 .291 SBR 1 1600 450 .281 70 .044 EBL 2 3200 50 .016* 490 .153 EBT 3 4800 230 .048 1360 .283* EBR d 1600 120 .075 250 .156 WBL 2 3200 320 .100 160 .050* WBT 3 4800 980 .204* 290 .060 WBR d 1600 60 .038 40 .025 TOTAL CAPACITY UTILIZATION 16. Harvard Av & Michelson Or .630 ./8u General Plan With Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 180 .113* 150 .094 NBR 3200 380 .131 890 0 .300* 0 40 SBL 1 1600 160 .100 310 .194* SBT 2 3200 800 .250* 550 .172 SBR 1 1600 870 .544 340 .213 EBL 2 3200 150 .047* 780 .244* 3200 170 .053 1240 .325 EEBBT f 50 WBL 1 1600 90 .056 40 .025 WBT 1 1600 800 .500* 390 .244* WBR d 1600 200 .125 160 .100 Right Turn Adjustment SBR .294* TOTAL CAPACITY UTILIZATION 1.204 .982 17. Harvard Av & University Or General Plan With Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 120 .075* 110 .069* NBT 2 3200 280 .088 480 .150 NBR d 1600 70 .044 190 .119 SBL 1 1600 50 .031 130 .081 SBT 2 3200 410 .128* 520 .163* SBR d 1600 450 .281 230 .144 EBL 1 1600 190 .119* 360 .225 EBT 3 4800 530 .110 1500 .313* EBR d 1600 50 .031 150 .094 WBL 1 1600 110 .069 230 .144* WBT 3 4800 1500 .313* 770 .160 WBR d 1600 160 .100 50 .031 Right Turn Adjustment SBR .153* TOTAL CAPACITY UTILIZATION .788 .689