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Southeast Extension Traffic Technical Memorandum Appendix A Synchro Traffic Analysis Reports

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Southeast Extension Traffic Technical Memorandum

Appendix A

Synchro Traffic Analysis Reports

Queues Existing AM3: Lincoln Ave & Frontage Rd. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 1

Lane Group EBT WBT NBL NBR SBRLane Group Flow (vph) 2937 2375 187 207 38v/c Ratio 0.82 0.53 0.29 0.39 0.12Control Delay 12.2 6.9 32.7 33.7 24.8Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 12.2 6.9 32.7 33.7 24.8Queue Length 50th (ft) 372 160 47 57 13Queue Length 95th (ft) 443 184 77 94 40Internal Link Dist (ft) 208 666Turn Bay Length (ft)Base Capacity (vph) 3560 4482 648 530 313Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.82 0.53 0.29 0.39 0.12

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing AM3: Lincoln Ave & Frontage Rd. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 2702 0 0 2165 20 172 0 190 0 0 35Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 0.86 0.97 0.88 1.00Frt 1.00 1.00 1.00 0.85 0.86Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 5085 6399 3433 2787 1611Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 5085 6399 3433 2787 1611Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 2937 0 0 2353 22 187 0 207 0 0 38RTOR Reduction (vph) 0 0 0 0 1 0 0 0 4 0 0 9Lane Group Flow (vph) 0 2937 0 0 2374 0 187 0 203 0 0 29Turn Type custom custom customProtected Phases 4 8Permitted Phases 2 2 6Actuated Green, G (s) 63.0 63.0 17.0 17.0 17.0Effective Green, g (s) 63.0 63.0 17.0 17.0 17.0Actuated g/C Ratio 0.70 0.70 0.19 0.19 0.19Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 3560 4479 648 526 304v/s Ratio Prot c0.58 0.37v/s Ratio Perm 0.05 c0.07 0.02v/c Ratio 0.82 0.53 0.29 0.39 0.10Uniform Delay, d1 9.6 6.4 31.3 31.9 30.2Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.7 0.1 1.1 2.1 0.6Delay (s) 11.2 6.6 32.4 34.1 30.8Level of Service B A C C CApproach Delay (s) 11.2 6.6 33.3 30.8Approach LOS B A C C

Intersection SummaryHCM Average Control Delay 10.9 HCM Level of Service BHCM Volume to Capacity ratio 0.73Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 67.2% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

Queues Existing AM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 3

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing AM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWRLane ConfigurationsVolume (vph) 0 0 0 0 0 0 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0Turn TypeProtected Phases 4 8Permitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0 0.0Approach LOS A A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 111.8% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues Existing AM12: Lincoln Ave & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 5

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 316 1707 121 241 914 926 99 327 202 358 127v/c Ratio 0.98 1.09 0.22 1.11 0.94 1.13 0.51 0.63 0.50 0.24 0.20Control Delay 91.5 86.6 8.9 114.7 44.9 87.1 56.4 50.5 10.6 29.6 11.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0Total Delay 91.5 86.6 8.9 114.7 44.9 87.7 56.4 50.5 10.6 29.6 11.7Queue Length 50th (ft) 224 ~497 10 ~95 181 ~598 67 115 0 67 22Queue Length 95th (ft) #404 #593 53 m#133 m#224 m#755 123 164 65 93 66Internal Link Dist (ft) 803 568 495 672Turn Bay Length (ft) 350 200 350 200Base Capacity (vph) 322 1572 559 218 971 820 193 515 403 1497 621Starvation Cap Reductn 0 0 0 0 0 1 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.98 1.09 0.22 1.11 0.94 1.13 0.51 0.63 0.50 0.24 0.20

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

HCM Signalized Intersection Capacity Analysis Existing AM12: Lincoln Ave & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 291 1570 111 222 841 852 91 301 186 329 43 74Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 0.94 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.91Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1687Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1687Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 316 1707 121 241 914 926 99 327 202 358 47 80RTOR Reduction (vph) 0 0 70 0 0 43 0 0 173 0 53 0Lane Group Flow (vph) 316 1707 51 241 914 883 99 327 29 358 74 0Turn Type Prot Perm Prot pm+ov Prot Perm ProtProtected Phases 7 4 3 8 1 5 2 1 6Permitted Phases 4 8 2Actuated Green, G (s) 20.0 34.0 34.0 7.0 21.0 54.0 12.0 16.0 16.0 33.0 37.0Effective Green, g (s) 20.0 34.0 34.0 7.0 21.0 54.0 12.0 16.0 16.0 33.0 37.0Actuated g/C Ratio 0.18 0.31 0.31 0.06 0.19 0.49 0.11 0.15 0.15 0.30 0.34Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 322 1572 489 218 971 777 193 515 230 1497 567v/s Ratio Prot 0.18 c0.34 0.07 0.18 c0.34 0.06 c0.09 0.07 0.04v/s Ratio Perm 0.03 0.22 0.02v/c Ratio 0.98 1.09 0.10 1.11 0.94 1.14 0.51 0.63 0.13 0.24 0.13Uniform Delay, d1 44.8 38.0 27.1 51.5 43.9 28.0 46.2 44.3 40.9 29.0 25.3Progression Factor 1.00 1.00 1.00 0.80 0.76 1.16 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 45.7 49.9 0.4 74.5 10.4 69.6 9.4 5.9 1.1 0.4 0.5Delay (s) 90.5 87.9 27.6 115.5 43.9 102.1 55.7 50.1 42.1 29.4 25.8Level of Service F F C F D F E D D C CApproach Delay (s) 84.8 78.1 48.4 28.5Approach LOS F E D C

Intersection SummaryHCM Average Control Delay 72.8 HCM Level of Service EHCM Volume to Capacity ratio 1.07Actuated Cycle Length (s) 110.0 Sum of lost time (s) 20.0Intersection Capacity Utilization 89.7% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

Queues Existing AM15: Lincoln Ave & I25 SB off-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 7

Lane Group EBT WBT SBL SBRLane Group Flow (vph) 2222 1070 2007 1004v/c Ratio 1.09 0.66 0.68 1.07Control Delay 58.9 34.8 16.9 72.9Queue Delay 0.0 88.0 0.0 0.9Total Delay 58.9 122.7 16.9 73.8Queue Length 50th (ft) ~492 237 322 ~785Queue Length 95th (ft) m#455 287 373 #1037Internal Link Dist (ft) 568 185 610Turn Bay Length (ft) 750Base Capacity (vph) 2039 1618 2949 940Starvation Cap Reductn 0 718 0 0Spillback Cap Reductn 0 43 0 2Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.09 1.19 0.68 1.07

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

HCM Signalized Intersection Capacity Analysis Existing AM15: Lincoln Ave & I25 SB off-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 8

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 2044 984 0 1846 924Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0Lane Util. Factor 0.86 0.91 0.94 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 6408 5085 4990 1583Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 6408 5085 4990 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 2222 1070 0 2007 1004RTOR Reduction (vph) 0 0 0 0 0 5Lane Group Flow (vph) 0 2222 1070 0 2007 1000Turn Type PermProtected Phases 4 8 6Permitted Phases 6Actuated Green, G (s) 35.0 35.0 65.0 65.0Effective Green, g (s) 35.0 35.0 65.0 65.0Actuated g/C Ratio 0.32 0.32 0.59 0.59Clearance Time (s) 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 2039 1618 2949 935v/s Ratio Prot c0.35 0.21 0.40v/s Ratio Perm c0.63v/c Ratio 1.09 0.66 0.68 1.07Uniform Delay, d1 37.5 32.4 15.4 22.5Progression Factor 0.30 1.00 1.00 1.00Incremental Delay, d2 44.4 2.1 1.3 49.7Delay (s) 55.5 34.5 16.7 72.2Level of Service E C B EApproach Delay (s) 55.5 34.5 35.2Approach LOS E C D

Intersection SummaryHCM Average Control Delay 42.3 HCM Level of Service DHCM Volume to Capacity ratio 1.08Actuated Cycle Length (s) 110.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 102.7% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

Queues Existing AM19: Lincoln Ave & Yosemite St. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 9

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBRLane Group Flow (vph) 313 1752 207 28 653 221 242 275 172 76 73v/c Ratio 0.62 1.04 0.24 0.17 0.55 0.33 0.91 0.41 0.75 0.12 0.21Control Delay 15.7 56.5 2.8 12.9 26.7 4.6 78.5 34.3 62.6 31.7 9.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 15.7 56.5 2.8 12.9 26.7 4.6 78.5 34.3 62.6 31.7 9.8Queue Length 50th (ft) 85 ~570 0 6 157 0 71 73 50 19 0Queue Length 95th (ft) 133 #706 35 17 213 47 #141 111 #100 38 36Internal Link Dist (ft) 1017 1023 961 780Turn Bay Length (ft) 175 350 350 250 550 250Base Capacity (vph) 508 1691 864 161 1180 675 267 668 229 629 341Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.62 1.04 0.24 0.17 0.55 0.33 0.91 0.41 0.75 0.12 0.21

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis Existing AM19: Lincoln Ave & Yosemite St. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 10

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 288 1612 190 26 601 203 223 253 0 158 70 67Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 3539 3433 3539 1583Flt Permitted 0.24 1.00 1.00 0.13 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 448 3539 1583 248 3539 1583 3433 3539 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 313 1752 207 28 653 221 242 275 0 172 76 73RTOR Reduction (vph) 0 0 108 0 0 147 0 0 0 0 0 60Lane Group Flow (vph) 313 1752 99 28 653 74 242 275 0 172 76 13Turn Type pm+pt Perm pm+pt Perm Prot Perm Prot PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 4 8 8 2 6Actuated Green, G (s) 52.0 43.0 43.0 34.0 30.0 30.0 7.0 17.0 6.0 16.0 16.0Effective Green, g (s) 52.0 43.0 43.0 34.0 30.0 30.0 7.0 17.0 6.0 16.0 16.0Actuated g/C Ratio 0.58 0.48 0.48 0.38 0.33 0.33 0.08 0.19 0.07 0.18 0.18Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 509 1691 756 161 1180 528 267 668 229 629 281v/s Ratio Prot c0.12 c0.50 0.01 0.18 c0.07 c0.08 0.05 0.02v/s Ratio Perm 0.24 0.06 0.06 0.05 0.01v/c Ratio 0.61 1.04 0.13 0.17 0.55 0.14 0.91 0.41 0.75 0.12 0.05Uniform Delay, d1 11.7 23.5 13.1 21.5 24.5 21.0 41.2 32.1 41.3 31.1 30.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.5 31.8 0.4 2.3 1.9 0.6 35.4 1.9 20.1 0.4 0.3Delay (s) 17.1 55.3 13.4 23.9 26.4 21.5 76.6 34.0 61.4 31.5 31.0Level of Service B E B C C C E C E C CApproach Delay (s) 46.2 25.1 53.9 47.4Approach LOS D C D D

Intersection SummaryHCM Average Control Delay 42.6 HCM Level of Service DHCM Volume to Capacity ratio 0.83Actuated Cycle Length (s) 90.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 76.1% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

Queues Existing AM24: Private Access & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 11

Lane Group EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 181 20 8 26 498 48 435v/c Ratio 0.32 0.05 0.01 0.05 0.35 0.10 0.31Control Delay 14.6 20.3 0.0 7.2 16.3 11.0 19.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 14.6 20.3 0.0 7.2 16.3 11.0 19.1Queue Length 50th (ft) 43 8 0 4 68 12 86Queue Length 95th (ft) 95 23 0 10 86 28 122Internal Link Dist (ft) 697 613 502 515Turn Bay Length (ft) 200 150Base Capacity (vph) 562 407 794 499 1413 467 1411Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.32 0.05 0.01 0.05 0.35 0.10 0.31

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing AM24: Private Access & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 12

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 75 1 90 18 0 7 24 449 9 44 387 13Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 0.93 1.00 0.85 1.00 1.00 1.00 1.00Flt Protected 0.98 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1688 1770 1583 1770 3529 1770 3522Flt Permitted 0.87 0.63 1.00 0.46 1.00 0.41 1.00Satd. Flow (perm) 1494 1180 1583 856 3529 773 3522Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 82 1 98 20 0 8 26 488 10 48 421 14RTOR Reduction (vph) 0 47 0 0 5 0 0 2 0 0 2 0Lane Group Flow (vph) 0 134 0 20 3 0 26 496 0 48 433 0Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 31.0 31.0 31.0 44.0 36.0 44.0 36.0Effective Green, g (s) 31.0 31.0 31.0 44.0 36.0 44.0 36.0Actuated g/C Ratio 0.34 0.34 0.34 0.49 0.40 0.49 0.40Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 515 406 545 500 1412 467 1409v/s Ratio Prot 0.00 0.00 c0.14 c0.01 0.12v/s Ratio Perm c0.09 0.02 0.02 0.04v/c Ratio 0.26 0.05 0.01 0.05 0.35 0.10 0.31Uniform Delay, d1 21.2 19.7 19.4 13.6 18.8 14.8 18.5Progression Factor 1.00 1.00 1.00 0.70 0.83 1.00 1.00Incremental Delay, d2 1.2 0.2 0.0 0.2 0.7 0.4 0.6Delay (s) 22.5 19.9 19.4 9.7 16.2 15.3 19.0Level of Service C B B A B B BApproach Delay (s) 22.5 19.8 15.9 18.7Approach LOS C B B B

Intersection SummaryHCM Average Control Delay 18.1 HCM Level of Service BHCM Volume to Capacity ratio 0.29Actuated Cycle Length (s) 90.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 44.9% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing AM27: Station Way & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 13

Lane Group EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 5 28 11 14 844 45 497v/c Ratio 0.01 0.05 0.02 0.02 0.36 0.12 0.21Control Delay 0.0 28.7 0.0 4.9 3.8 2.0 1.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 0.0 28.7 0.0 4.9 3.8 2.0 1.6Queue Length 50th (ft) 0 6 0 2 50 3 21Queue Length 95th (ft) 0 18 0 8 73 7 23Internal Link Dist (ft) 355 646 482 502Turn Bay Length (ft) 150 300Base Capacity (vph) 679 575 666 593 2362 391 2395Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.01 0.05 0.02 0.02 0.36 0.12 0.21

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing AM27: Station Way & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 14

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 5 26 0 10 13 462 315 41 451 6Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.97 1.00 1.00 0.95 1.00 0.95Frt 0.86 1.00 0.85 1.00 0.94 1.00 1.00Flt Protected 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1611 3433 1583 1770 3324 1770 3532Flt Permitted 1.00 0.75 1.00 0.47 1.00 0.31 1.00Satd. Flow (perm) 1611 2726 1583 876 3324 577 3532Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 5 28 0 11 14 502 342 45 490 7RTOR Reduction (vph) 0 4 0 0 9 0 0 110 0 0 1 0Lane Group Flow (vph) 0 1 0 28 2 0 14 734 0 45 496 0Turn Type Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 19.0 19.0 19.0 61.0 61.0 61.0 61.0Effective Green, g (s) 19.0 19.0 19.0 61.0 61.0 61.0 61.0Actuated g/C Ratio 0.21 0.21 0.21 0.68 0.68 0.68 0.68Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 340 575 334 594 2253 391 2394v/s Ratio Prot 0.00 0.00 c0.22 0.14v/s Ratio Perm c0.01 0.02 0.08v/c Ratio 0.00 0.05 0.01 0.02 0.33 0.12 0.21Uniform Delay, d1 28.0 28.3 28.0 4.7 6.0 5.1 5.4Progression Factor 1.00 1.00 1.00 1.00 1.00 0.25 0.25Incremental Delay, d2 0.0 0.2 0.0 0.1 0.4 0.6 0.2Delay (s) 28.0 28.5 28.1 4.8 6.4 1.9 1.6Level of Service C C C A A A AApproach Delay (s) 28.0 28.4 6.4 1.6Approach LOS C C A A

Intersection SummaryHCM Average Control Delay 5.2 HCM Level of Service AHCM Volume to Capacity ratio 0.26Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 46.1% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM3: Lincoln Ave & Frontage Rd. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 1

Lane Group EBT WBT NBL NBR SBRLane Group Flow (vph) 2401 3339 297 168 121v/c Ratio 0.70 0.77 0.41 0.28 0.35Control Delay 10.2 11.3 32.7 28.5 33.5Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 10.2 11.3 32.7 28.5 33.5Queue Length 50th (ft) 266 323 75 41 59Queue Length 95th (ft) 316 369 113 72 110Internal Link Dist (ft) 208 666Turn Bay Length (ft)Base Capacity (vph) 3447 4344 725 600 341Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.70 0.77 0.41 0.28 0.35

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing PM3: Lincoln Ave & Frontage Rd. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 2209 0 0 3063 9 273 0 155 0 0 111Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 0.86 0.97 0.88 1.00Frt 1.00 1.00 1.00 0.85 0.86Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 5085 6405 3433 2787 1611Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 5085 6405 3433 2787 1611Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 2401 0 0 3329 10 297 0 168 0 0 121RTOR Reduction (vph) 0 0 0 0 0 0 0 0 12 0 0 1Lane Group Flow (vph) 0 2401 0 0 3339 0 297 0 156 0 0 120Turn Type custom custom customProtected Phases 4 8Permitted Phases 2 2 6Actuated Green, G (s) 61.0 61.0 19.0 19.0 19.0Effective Green, g (s) 61.0 61.0 19.0 19.0 19.0Actuated g/C Ratio 0.68 0.68 0.21 0.21 0.21Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 3447 4341 725 588 340v/s Ratio Prot 0.47 c0.52v/s Ratio Perm c0.09 0.06 0.07v/c Ratio 0.70 0.77 0.41 0.27 0.35Uniform Delay, d1 8.9 9.8 30.7 29.7 30.3Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 0.9 1.7 1.1 2.9Delay (s) 9.5 10.6 32.4 30.8 33.1Level of Service A B C C CApproach Delay (s) 9.5 10.6 31.8 33.1Approach LOS A B C C

Intersection SummaryHCM Average Control Delay 12.2 HCM Level of Service BHCM Volume to Capacity ratio 0.68Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 70.9% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 3

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing PM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWRLane ConfigurationsVolume (vph) 0 0 0 0 0 0 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0Turn TypeProtected Phases 4 8Permitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0 0.0Approach LOS A A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 61.9% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM12: Lincoln Ave & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 5

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 141 1226 52 120 1986 554 108 127 307 970 468v/c Ratio 0.99 0.63 0.03 0.50 1.06 0.54 0.87 0.21 0.19 1.08 0.86Control Delay 121.9 27.1 0.0 52.4 68.9 5.0 99.9 36.8 0.3 93.8 42.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 121.9 27.1 0.0 52.4 68.9 5.0 99.9 36.8 0.3 93.8 42.6Queue Length 50th (ft) 92 230 0 38 ~510 39 70 36 0 ~246 222Queue Length 95th (ft) #215 279 0 68 #606 76 #171 64 0 #331 #401Internal Link Dist (ft) 803 568 495 672Turn Bay Length (ft) 350 200 350 200Base Capacity (vph) 142 1932 1583 240 1881 1017 124 602 1583 898 547Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.99 0.63 0.03 0.50 1.06 0.54 0.87 0.21 0.19 1.08 0.86

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis Existing PM12: Lincoln Ave & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 130 1128 48 110 1827 510 99 117 282 892 134 296Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 0.94 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1671Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1671Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 141 1226 52 120 1986 554 108 127 307 970 146 322RTOR Reduction (vph) 0 0 0 0 0 147 0 0 0 0 79 0Lane Group Flow (vph) 141 1226 52 120 1986 407 108 127 307 970 389 0Turn Type Prot Free Prot pm+ov Prot Free ProtProtected Phases 7 4 3 8 1 5 2 1 6Permitted Phases Free 8 FreeActuated Green, G (s) 8.0 38.0 100.0 7.0 37.0 55.0 7.0 17.0 100.0 18.0 28.0Effective Green, g (s) 8.0 38.0 100.0 7.0 37.0 55.0 7.0 17.0 100.0 18.0 28.0Actuated g/C Ratio 0.08 0.38 1.00 0.07 0.37 0.55 0.07 0.17 1.00 0.18 0.28Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 142 1932 1583 240 1881 871 124 602 1583 898 468v/s Ratio Prot c0.08 0.24 0.03 c0.39 0.08 0.06 0.04 c0.19 c0.23v/s Ratio Perm 0.03 0.17 c0.19v/c Ratio 0.99 0.63 0.03 0.50 1.06 0.47 0.87 0.21 0.19 1.08 0.83Uniform Delay, d1 46.0 25.3 0.0 44.8 31.5 13.6 46.1 35.7 0.0 41.0 33.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 73.7 1.6 0.0 7.3 37.3 1.8 51.8 0.8 0.3 54.1 15.7Delay (s) 119.7 26.9 0.0 52.1 68.8 15.4 97.8 36.5 0.3 95.1 49.4Level of Service F C A D E B F D A F DApproach Delay (s) 35.2 56.9 28.2 80.2Approach LOS D E C F

Intersection SummaryHCM Average Control Delay 54.8 HCM Level of Service DHCM Volume to Capacity ratio 1.04Actuated Cycle Length (s) 100.0 Sum of lost time (s) 20.0Intersection Capacity Utilization 89.9% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM15: Lincoln Ave & I25 SB off-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 7

Lane Group EBT WBT SBL SBRLane Group Flow (vph) 2430 1566 1211 1099v/c Ratio 0.71 0.58 0.63 0.39Control Delay 22.5 20.0 32.0 0.4Queue Delay 0.5 90.1 0.0 0.0Total Delay 23.0 110.1 32.0 0.4Queue Length 50th (ft) 395 288 268 0Queue Length 95th (ft) 438 334 317 0Internal Link Dist (ft) 568 185 610Turn Bay Length (ft) 750Base Capacity (vph) 3418 2712 1913 2787Starvation Cap Reductn 470 1402 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.82 1.20 0.63 0.39

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing PM15: Lincoln Ave & I25 SB off-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 8

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 2236 1441 0 1114 1011Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 4.0Lane Util. Factor 0.86 0.91 0.94 0.88Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 6408 5085 4990 2787Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 6408 5085 4990 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 2430 1566 0 1211 1099RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 2430 1566 0 1211 1099Turn Type FreeProtected Phases 4 8 6Permitted Phases FreeActuated Green, G (s) 64.0 64.0 46.0 120.0Effective Green, g (s) 64.0 64.0 46.0 120.0Actuated g/C Ratio 0.53 0.53 0.38 1.00Clearance Time (s) 5.0 5.0 5.0Lane Grp Cap (vph) 3418 2712 1913 2787v/s Ratio Prot c0.38 0.31 c0.24v/s Ratio Perm 0.39v/c Ratio 0.71 0.58 0.63 0.39Uniform Delay, d1 21.0 18.9 30.1 0.0Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 1.3 0.9 1.6 0.4Delay (s) 22.3 19.8 31.7 0.4Level of Service C B C AApproach Delay (s) 22.3 19.8 16.8Approach LOS C B B

Intersection SummaryHCM Average Control Delay 19.7 HCM Level of Service BHCM Volume to Capacity ratio 0.68Actuated Cycle Length (s) 120.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 69.4% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM19: Lincoln Ave & Yosemite St. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 9

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBRLane Group Flow (vph) 199 752 208 29 1642 330 312 171 380 317 332v/c Ratio 1.10 0.48 0.13 0.09 1.07 0.39 0.82 0.27 1.00 0.50 0.21Control Delay 116.8 18.9 0.2 10.4 70.9 4.3 57.7 33.3 87.4 36.6 0.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 116.8 18.9 0.2 10.4 70.9 4.3 57.7 33.3 87.4 36.6 0.3Queue Length 50th (ft) ~79 153 0 7 ~550 11 90 44 113 86 0Queue Length 95th (ft) #215 204 0 20 #686 60 #157 74 #206 128 0Internal Link Dist (ft) 1017 1023 961 780Turn Bay Length (ft) 175 350 350 250 550 250Base Capacity (vph) 181 1573 1583 313 1534 854 381 629 381 629 1583Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.10 0.48 0.13 0.09 1.07 0.39 0.82 0.27 1.00 0.50 0.21

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis Existing PM19: Lincoln Ave & Yosemite St. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 10

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 183 692 191 27 1511 304 287 157 0 350 292 305Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 3539 3433 3539 1583Flt Permitted 0.10 1.00 1.00 0.29 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 186 3539 1583 541 3539 1583 3433 3539 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 199 752 208 29 1642 330 312 171 0 380 317 332RTOR Reduction (vph) 0 0 0 0 0 168 0 0 0 0 0 0Lane Group Flow (vph) 199 752 208 29 1642 162 312 171 0 380 317 332Turn Type pm+pt Free pm+pt Perm Prot Free Prot FreeProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 Free 8 8 Free FreeActuated Green, G (s) 45.0 40.0 90.0 43.0 39.0 39.0 10.0 16.0 10.0 16.0 90.0Effective Green, g (s) 45.0 40.0 90.0 43.0 39.0 39.0 10.0 16.0 10.0 16.0 90.0Actuated g/C Ratio 0.50 0.44 1.00 0.48 0.43 0.43 0.11 0.18 0.11 0.18 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 181 1573 1583 313 1534 686 381 629 381 629 1583v/s Ratio Prot c0.06 0.21 0.00 0.46 0.09 0.05 c0.11 c0.09v/s Ratio Perm c0.49 0.13 0.04 0.10 c0.21v/c Ratio 1.10 0.48 0.13 0.09 1.07 0.24 0.82 0.27 1.00 0.50 0.21Uniform Delay, d1 21.0 17.6 0.0 12.9 25.5 16.1 39.1 32.0 40.0 33.4 0.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 96.0 1.0 0.2 0.6 44.4 0.8 17.6 1.1 45.5 2.9 0.3Delay (s) 117.0 18.7 0.2 13.4 69.9 16.9 56.7 33.0 85.4 36.3 0.3Level of Service F B A B E B E C F D AApproach Delay (s) 32.2 60.3 48.3 42.8Approach LOS C E D D

Intersection SummaryHCM Average Control Delay 48.3 HCM Level of Service DHCM Volume to Capacity ratio 0.90Actuated Cycle Length (s) 90.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 84.8% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM24: Private Access & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 11

Lane Group EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 86 25 74 102 799 11 572v/c Ratio 0.23 0.08 0.17 0.19 0.42 0.04 0.34Control Delay 17.1 27.9 8.7 2.3 2.6 12.2 13.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 17.1 27.9 8.7 2.3 2.6 12.2 13.7Queue Length 50th (ft) 18 11 1 3 13 3 92Queue Length 95th (ft) 57 32 35 6 15 12 130Internal Link Dist (ft) 697 613 502 515Turn Bay Length (ft) 200 150Base Capacity (vph) 377 320 426 540 1887 300 1706Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.23 0.08 0.17 0.19 0.42 0.04 0.34

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing PM24: Private Access & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 12

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 37 1 41 23 2 66 94 735 0 10 438 88Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 0.93 1.00 0.85 1.00 1.00 1.00 0.97Flt Protected 0.98 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1692 1770 1591 1770 3539 1770 3450Flt Permitted 0.85 0.74 1.00 0.44 1.00 0.23 1.00Satd. Flow (perm) 1470 1371 1591 814 3539 432 3450Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 40 1 45 25 2 72 102 799 0 11 476 96RTOR Reduction (vph) 0 35 0 0 55 0 0 0 0 0 19 0Lane Group Flow (vph) 0 52 0 25 19 0 102 799 0 11 553 0Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 21.0 21.0 21.0 48.0 48.0 44.0 44.0Effective Green, g (s) 21.0 21.0 21.0 48.0 48.0 44.0 44.0Actuated g/C Ratio 0.23 0.23 0.23 0.53 0.53 0.49 0.49Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 343 320 371 540 1887 300 1687v/s Ratio Prot 0.01 0.02 c0.23 0.00 c0.16v/s Ratio Perm c0.04 0.02 0.08 0.02v/c Ratio 0.15 0.08 0.05 0.19 0.42 0.04 0.33Uniform Delay, d1 27.4 26.9 26.8 11.2 12.7 12.8 14.0Progression Factor 1.00 1.00 1.00 0.13 0.15 1.00 1.00Incremental Delay, d2 0.9 0.5 0.3 0.7 0.6 0.2 0.5Delay (s) 28.3 27.4 27.0 2.2 2.5 13.0 14.5Level of Service C C C A A B BApproach Delay (s) 28.3 27.1 2.5 14.5Approach LOS C C A B

Intersection SummaryHCM Average Control Delay 9.5 HCM Level of Service AHCM Volume to Capacity ratio 0.35Actuated Cycle Length (s) 90.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 47.4% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM27: Station Way & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 13

Lane Group EBT WBL WBT NBT SBL SBTLane Group Flow (vph) 30 335 63 883 13 551v/c Ratio 0.04 0.38 0.10 0.45 0.05 0.28Control Delay 0.1 24.4 0.3 12.6 5.2 5.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 0.1 24.4 0.3 12.6 5.2 5.6Queue Length 50th (ft) 0 74 0 144 2 38Queue Length 95th (ft) 0 111 0 190 m5 51Internal Link Dist (ft) 355 646 482 502Turn Bay Length (ft) 150 300Base Capacity (vph) 738 889 630 1954 273 1966Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.04 0.38 0.10 0.45 0.05 0.28

Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

HCM Signalized Intersection Capacity Analysis Existing PM27: Station Way & Park Meadows Dr. 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 14

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 28 308 0 58 0 764 49 12 507 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.97 1.00 0.95 1.00 0.95Frt 0.86 1.00 0.85 0.99 1.00 1.00Flt Protected 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1611 3433 1583 3507 1770 3539Flt Permitted 1.00 0.74 1.00 1.00 0.26 1.00Satd. Flow (perm) 1611 2666 1583 3507 493 3539Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 30 335 0 63 0 830 53 13 551 0RTOR Reduction (vph) 0 20 0 0 42 0 0 5 0 0 0 0Lane Group Flow (vph) 0 10 0 335 21 0 0 878 0 13 551 0Turn Type Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 30.0 30.0 30.0 50.0 50.0 50.0Effective Green, g (s) 30.0 30.0 30.0 50.0 50.0 50.0Actuated g/C Ratio 0.33 0.33 0.33 0.56 0.56 0.56Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 537 889 528 1948 274 1966v/s Ratio Prot 0.01 0.01 c0.25 0.16v/s Ratio Perm c0.13 0.03v/c Ratio 0.02 0.38 0.04 0.45 0.05 0.28Uniform Delay, d1 20.1 22.9 20.3 11.9 9.1 10.5Progression Factor 1.00 1.00 1.00 1.00 0.52 0.49Incremental Delay, d2 0.1 1.2 0.1 0.8 0.3 0.3Delay (s) 20.2 24.1 20.4 12.6 5.0 5.5Level of Service C C C B A AApproach Delay (s) 20.2 23.5 12.6 5.5Approach LOS C C B A

Intersection SummaryHCM Average Control Delay 12.9 HCM Level of Service BHCM Volume to Capacity ratio 0.42Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 46.5% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing AM3: Ridgegate Pkwy & I25 SB off-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 1

Lane Group EBT WBT SBL SBRLane Group Flow (vph) 172 995 227 128v/c Ratio 0.10 0.40 0.17 0.05Control Delay 8.6 10.6 12.7 0.0Queue Delay 0.0 0.5 0.0 0.0Total Delay 8.6 11.1 12.7 0.0Queue Length 50th (ft) 16 78 26 0Queue Length 95th (ft) 30 106 46 0Internal Link Dist (ft) 148 177 606Turn Bay Length (ft) 550Base Capacity (vph) 1711 2458 1316 2787Starvation Cap Reductn 0 936 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.10 0.65 0.17 0.05

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing AM3: Ridgegate Pkwy & I25 SB off-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 2

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 158 915 0 209 118Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.91 0.97 0.88Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3539 5085 3433 2787Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3539 5085 3433 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 172 995 0 227 128RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 172 995 0 227 128Turn Type FreeProtected Phases 4 8 6Permitted Phases FreeActuated Green, G (s) 29.0 29.0 23.0 60.0Effective Green, g (s) 29.0 29.0 23.0 60.0Actuated g/C Ratio 0.48 0.48 0.38 1.00Clearance Time (s) 4.0 4.0 4.0Lane Grp Cap (vph) 1711 2458 1316 2787v/s Ratio Prot 0.05 c0.20 c0.07v/s Ratio Perm 0.05v/c Ratio 0.10 0.40 0.17 0.05Uniform Delay, d1 8.4 10.0 12.2 0.0Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.5 0.3 0.0Delay (s) 8.5 10.5 12.5 0.0Level of Service A B B AApproach Delay (s) 8.5 10.5 8.0Approach LOS A B A

Intersection SummaryHCM Average Control Delay 9.7 HCM Level of Service AHCM Volume to Capacity ratio 0.30Actuated Cycle Length (s) 60.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 24.0% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing AM6: Ridgegate Pkwy & I25 WB-to-SB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 3

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing AM6: Ridgegate Pkwy & I25 WB-to-SB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 4

Movement EBL EBT WBT WBR SEL SERLane ConfigurationsVolume (vph) 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0Turn Type PermProtected Phases 4 8Permitted Phases 8Actuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0Approach LOS A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 20.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 24.0% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing AM9: Ridgegate Pkwy & I25 EB-to-NB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 5

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing AM9: Ridgegate Pkwy & I25 EB-to-NB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 6

Movement EBT EBR WBL WBT NWL NWRLane ConfigurationsVolume (vph) 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0Turn Type PermProtected Phases 4 8Permitted Phases 4Actuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0Approach LOS A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 20.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 13.5% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing AM11: Ridgegate Pkwy & I25 WB-to-NB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 7

Lane Group EBT WBT NBL2 NBRLane Group Flow (vph) 332 573 629 432v/c Ratio 0.26 0.31 0.37 0.16Control Delay 14.0 14.1 10.0 0.1Queue Delay 0.0 0.0 0.0 0.0Total Delay 14.0 14.1 10.0 0.1Queue Length 50th (ft) 43 52 66 0Queue Length 95th (ft) 69 76 97 0Internal Link Dist (ft) 151 909Turn Bay Length (ft)Base Capacity (vph) 1298 1865 1717 2787Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.26 0.31 0.37 0.16

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing AM11: Ridgegate Pkwy & I25 WB-to-NB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 8

Movement EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SERLane ConfigurationsVolume (vph) 0 305 0 0 527 0 579 0 397 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.91 0.97 0.88Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3539 5085 3433 2787Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3539 5085 3433 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 332 0 0 573 0 629 0 432 0 0RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 0 332 0 0 573 0 629 0 432 0 0Turn Type custom FreeProtected Phases 4 8Permitted Phases 2 FreeActuated Green, G (s) 22.0 22.0 30.0 60.0Effective Green, g (s) 22.0 22.0 30.0 60.0Actuated g/C Ratio 0.37 0.37 0.50 1.00Clearance Time (s) 4.0 4.0 4.0Lane Grp Cap (vph) 1298 1865 1717 2787v/s Ratio Prot 0.09 c0.11v/s Ratio Perm c0.18 0.16v/c Ratio 0.26 0.31 0.37 0.16Uniform Delay, d1 13.3 13.6 9.2 0.0Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.5 0.4 0.6 0.1Delay (s) 13.8 14.0 9.8 0.1Level of Service B B A AApproach Delay (s) 13.8 14.0 5.9 0.0Approach LOS B B A A

Intersection SummaryHCM Average Control Delay 9.6 HCM Level of Service AHCM Volume to Capacity ratio 0.34Actuated Cycle Length (s) 60.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 13.5% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing AM14: Ridgegate Pkwy & Havana 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 9

Lane Group EBT EBR WBL WBT NBL NBRLane Group Flow (vph) 773 15 9 1261 209 84v/c Ratio 0.57 0.01 0.02 0.92 0.66 0.24Control Delay 7.4 1.6 3.5 23.4 45.9 9.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 7.4 1.6 3.5 23.4 45.9 9.5Queue Length 50th (ft) 166 0 1 489 112 0Queue Length 95th (ft) 246 5 5 #937 #198 38Internal Link Dist (ft) 909 647 454Turn Bay Length (ft) 250 250Base Capacity (vph) 1366 1165 400 1366 315 350Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.57 0.01 0.02 0.92 0.66 0.24

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis Existing AM14: Ridgegate Pkwy & Havana 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 10

Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (vph) 711 14 8 1160 192 77Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1863 1583 1770 1863 1770 1583Flt Permitted 1.00 1.00 0.29 1.00 0.95 1.00Satd. Flow (perm) 1863 1583 546 1863 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 773 15 9 1261 209 84RTOR Reduction (vph) 0 4 0 0 0 69Lane Group Flow (vph) 773 11 9 1261 209 15Turn Type Perm Perm PermProtected Phases 4 8 2Permitted Phases 4 8 2Actuated Green, G (s) 66.0 66.0 66.0 66.0 16.0 16.0Effective Green, g (s) 66.0 66.0 66.0 66.0 16.0 16.0Actuated g/C Ratio 0.73 0.73 0.73 0.73 0.18 0.18Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 1366 1161 400 1366 315 281v/s Ratio Prot 0.41 c0.68 c0.12v/s Ratio Perm 0.01 0.02 0.01v/c Ratio 0.57 0.01 0.02 0.92 0.66 0.05Uniform Delay, d1 5.5 3.2 3.3 9.9 34.5 30.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.7 0.0 0.1 11.8 10.5 0.4Delay (s) 7.2 3.2 3.4 21.7 45.0 31.1Level of Service A A A C D CApproach Delay (s) 7.1 21.6 41.0Approach LOS A C D

Intersection SummaryHCM Average Control Delay 19.1 HCM Level of Service BHCM Volume to Capacity ratio 0.87Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 78.4% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM3: Ridgegate Pkwy & I25 SB off-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 1

Lane Group EBT WBT SBL SBRLane Group Flow (vph) 449 315 1028 50v/c Ratio 0.40 0.20 0.54 0.02Control Delay 17.4 15.3 10.0 0.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 17.4 15.3 10.0 0.0Queue Length 50th (ft) 65 30 110 0Queue Length 95th (ft) 101 47 156 0Internal Link Dist (ft) 148 177 606Turn Bay Length (ft) 550Base Capacity (vph) 1121 1610 1888 2787Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.40 0.20 0.54 0.02

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing PM3: Ridgegate Pkwy & I25 SB off-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 2

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 413 290 0 946 46Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.91 0.97 0.88Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3539 5085 3433 2787Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3539 5085 3433 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 449 315 0 1028 50RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 449 315 0 1028 50Turn Type FreeProtected Phases 4 8 6Permitted Phases FreeActuated Green, G (s) 19.0 19.0 33.0 60.0Effective Green, g (s) 19.0 19.0 33.0 60.0Actuated g/C Ratio 0.32 0.32 0.55 1.00Clearance Time (s) 4.0 4.0 4.0Lane Grp Cap (vph) 1121 1610 1888 2787v/s Ratio Prot c0.13 0.06 c0.30v/s Ratio Perm 0.02v/c Ratio 0.40 0.20 0.54 0.02Uniform Delay, d1 16.0 14.9 8.7 0.0Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 1.1 0.3 1.1 0.0Delay (s) 17.1 15.2 9.8 0.0Level of Service B B A AApproach Delay (s) 17.1 15.2 9.4Approach LOS B B A

Intersection SummaryHCM Average Control Delay 12.2 HCM Level of Service BHCM Volume to Capacity ratio 0.49Actuated Cycle Length (s) 60.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 51.7% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM6: Ridgegate Pkwy & I25 WB-to-SB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 3

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing PM6: Ridgegate Pkwy & I25 WB-to-SB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 4

Movement EBL EBT WBT WBR SEL SERLane ConfigurationsVolume (vph) 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0Turn Type PermProtected Phases 4 8Permitted Phases 8Actuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0Approach LOS A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 20.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 51.7% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM9: Ridgegate Pkwy & I25 EB-to-NB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 5

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing PM9: Ridgegate Pkwy & I25 EB-to-NB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 6

Movement EBT EBR WBL WBT NWL NWRLane ConfigurationsVolume (vph) 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0Turn Type PermProtected Phases 4 8Permitted Phases 4Actuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0Approach LOS A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 20.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 24.9% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM11: Ridgegate Pkwy & I25 WB-to-NB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 7

Lane Group EBT WBT NBL2 NBRLane Group Flow (vph) 1093 341 117 132v/c Ratio 0.46 0.10 0.15 0.05Control Delay 7.5 5.0 28.0 0.0Queue Delay 9.6 0.0 0.0 0.0Total Delay 17.1 5.0 28.0 0.0Queue Length 50th (ft) 133 20 27 0Queue Length 95th (ft) 171 30 49 0Internal Link Dist (ft) 151 909Turn Bay Length (ft)Base Capacity (vph) 2399 3447 801 2787Starvation Cap Reductn 1277 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.97 0.10 0.15 0.05

Intersection Summary

HCM Signalized Intersection Capacity Analysis Existing PM11: Ridgegate Pkwy & I25 WB-to-NB on-ramp 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 8

Movement EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SERLane ConfigurationsVolume (vph) 0 1006 0 0 314 0 108 0 121 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.91 0.97 0.88Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3539 5085 3433 2787Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3539 5085 3433 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1093 0 0 341 0 117 0 132 0 0RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 0 1093 0 0 341 0 117 0 132 0 0Turn Type custom FreeProtected Phases 4 8Permitted Phases 2 FreeActuated Green, G (s) 61.0 61.0 21.0 90.0Effective Green, g (s) 61.0 61.0 21.0 90.0Actuated g/C Ratio 0.68 0.68 0.23 1.00Clearance Time (s) 4.0 4.0 4.0Lane Grp Cap (vph) 2399 3447 801 2787v/s Ratio Prot c0.31 0.07v/s Ratio Perm c0.03 0.05v/c Ratio 0.46 0.10 0.15 0.05Uniform Delay, d1 6.8 5.0 27.4 0.0Progression Factor 1.00 0.97 1.00 1.00Incremental Delay, d2 0.6 0.1 0.4 0.0Delay (s) 7.4 4.9 27.8 0.0Level of Service A A C AApproach Delay (s) 7.4 4.9 13.1 0.0Approach LOS A A B A

Intersection SummaryHCM Average Control Delay 7.7 HCM Level of Service AHCM Volume to Capacity ratio 0.38Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 24.9% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues Existing PM14: Ridgegate Pkwy & Havana 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 9

Lane Group EBT EBR WBL WBT NBL NBRLane Group Flow (vph) 1261 60 32 653 36 13v/c Ratio 0.92 0.05 0.38 0.48 0.11 0.04Control Delay 18.6 0.1 19.9 6.3 32.2 15.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 18.6 0.1 19.9 6.3 32.2 15.9Queue Length 50th (ft) 322 0 6 126 17 0Queue Length 95th (ft) #955 0 37 186 44 16Internal Link Dist (ft) 909 647 454Turn Bay Length (ft) 250 250Base Capacity (vph) 1366 1177 84 1366 315 292Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.92 0.05 0.38 0.48 0.11 0.04

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis Existing PM14: Ridgegate Pkwy & Havana 10/19/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 10

Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (vph) 1160 55 29 601 33 12Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1863 1583 1770 1863 1770 1583Flt Permitted 1.00 1.00 0.06 1.00 0.95 1.00Satd. Flow (perm) 1863 1583 113 1863 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1261 60 32 653 36 13RTOR Reduction (vph) 0 16 0 0 0 11Lane Group Flow (vph) 1261 44 32 653 36 2Turn Type Perm Perm PermProtected Phases 4 8 2Permitted Phases 4 8 2Actuated Green, G (s) 66.0 66.0 66.0 66.0 16.0 16.0Effective Green, g (s) 66.0 66.0 66.0 66.0 16.0 16.0Actuated g/C Ratio 0.73 0.73 0.73 0.73 0.18 0.18Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 1366 1161 83 1366 315 281v/s Ratio Prot c0.68 0.35 c0.02v/s Ratio Perm 0.03 0.28 0.00v/c Ratio 0.92 0.04 0.39 0.48 0.11 0.01Uniform Delay, d1 9.9 3.3 4.5 4.9 31.1 30.5Progression Factor 0.56 0.00 1.00 1.00 1.00 1.00Incremental Delay, d2 11.2 0.1 13.0 1.2 0.7 0.1Delay (s) 16.8 0.1 17.5 6.1 31.8 30.5Level of Service B A B A C CApproach Delay (s) 16.0 6.7 31.5Approach LOS B A C

Intersection SummaryHCM Average Control Delay 13.3 HCM Level of Service BHCM Volume to Capacity ratio 0.77Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 71.1% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA AM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 1

Lane Group EBT WBT NBL NBR SBRLane Group Flow (vph) 3663 2750 228 250 54v/c Ratio 0.92 0.55 0.45 0.61 0.22Control Delay 17.1 6.4 61.7 66.2 49.8Queue Delay 12.9 0.0 0.0 0.0 0.0Total Delay 30.1 6.4 61.7 66.2 49.8Queue Length 50th (ft) 868 252 106 130 39Queue Length 95th (ft) 933 270 151 184 84Internal Link Dist (ft) 208 666Turn Bay Length (ft)Base Capacity (vph) 4000 5032 504 411 244Starvation Cap Reductn 413 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 1.02 0.55 0.45 0.61 0.22

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2019 LPA AM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 3370 0 0 2500 30 210 0 230 0 0 50Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 0.86 0.97 0.88 1.00Frt 1.00 1.00 1.00 0.85 0.86Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 5085 6396 3433 2787 1611Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 5085 6396 3433 2787 1611Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 3663 0 0 2717 33 228 0 250 0 0 54RTOR Reduction (vph) 0 0 0 0 1 0 0 0 3 0 0 8Lane Group Flow (vph) 0 3663 0 0 2749 0 228 0 247 0 0 46Turn Type custom custom customProtected Phases 4 8Permitted Phases 2 2 6Actuated Green, G (s) 118.0 118.0 22.0 22.0 22.0Effective Green, g (s) 118.0 118.0 22.0 22.0 22.0Actuated g/C Ratio 0.79 0.79 0.15 0.15 0.15Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 4000 5032 504 409 236v/s Ratio Prot c0.72 0.43v/s Ratio Perm 0.07 c0.09 0.03v/c Ratio 0.92 0.55 0.45 0.60 0.20Uniform Delay, d1 12.2 6.0 58.5 59.9 56.2Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.8 0.1 2.9 6.5 1.9Delay (s) 16.0 6.1 61.4 66.4 58.1Level of Service B A E E EApproach Delay (s) 16.0 6.1 64.0 58.1Approach LOS B A E E

Intersection SummaryHCM Average Control Delay 15.7 HCM Level of Service BHCM Volume to Capacity ratio 0.87Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 81.5% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA AM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 3

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2019 LPA AM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWRLane ConfigurationsVolume (vph) 0 0 0 0 0 0 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0Turn TypeProtected Phases 4 8Permitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0 0.0Approach LOS A A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 100.0% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA AM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 5

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 402 1946 163 326 989 1065 141 435 239 435 174v/c Ratio 1.10 1.19 0.10 1.21 1.01 1.25 0.59 0.96 0.15 0.27 0.30Control Delay 125.8 133.9 0.1 175.3 86.4 144.6 67.7 92.7 0.2 35.1 23.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 125.8 133.9 0.1 175.3 86.4 144.6 67.7 92.7 0.2 35.1 23.6Queue Length 50th (ft) ~413 ~781 0 ~186 ~337 ~1106 122 210 0 103 73Queue Length 95th (ft) #621 #876 0 #286 #439 #1469 197 #318 0 133 137Internal Link Dist (ft) 803 568 495 672Turn Bay Length (ft) 350 200 350 200Base Capacity (vph) 367 1634 1583 270 981 850 240 455 1583 1640 586Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.10 1.19 0.10 1.21 1.01 1.25 0.59 0.96 0.15 0.27 0.30

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2019 LPA AM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 370 1790 150 300 910 980 130 400 220 400 60 100Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 0.94 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.91Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1688Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1688Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 402 1946 163 326 989 1065 141 435 239 435 65 109RTOR Reduction (vph) 0 0 0 0 0 25 0 0 0 0 43 0Lane Group Flow (vph) 402 1946 163 326 989 1040 141 435 239 435 131 0Turn Type Prot Free Prot pm+ov Prot Free ProtProtected Phases 7 4 3 8 1 5 2 1 6Permitted Phases Free 8 FreeActuated Green, G (s) 29.0 45.0 140.0 11.0 27.0 73.0 19.0 18.0 140.0 46.0 45.0Effective Green, g (s) 29.0 45.0 140.0 11.0 27.0 73.0 19.0 18.0 140.0 46.0 45.0Actuated g/C Ratio 0.21 0.32 1.00 0.08 0.19 0.52 0.14 0.13 1.00 0.33 0.32Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 367 1634 1583 270 981 825 240 455 1583 1640 543v/s Ratio Prot c0.23 c0.38 0.09 0.19 c0.41 0.08 c0.12 0.09 0.08v/s Ratio Perm 0.10 0.24 0.15v/c Ratio 1.10 1.19 0.10 1.21 1.01 1.26 0.59 0.96 0.15 0.27 0.24Uniform Delay, d1 55.5 47.5 0.0 64.5 56.5 33.5 56.8 60.6 0.0 34.6 34.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 75.1 92.3 0.1 122.8 30.7 127.1 10.1 32.5 0.2 0.4 1.0Delay (s) 130.6 139.8 0.1 187.3 87.2 160.6 66.9 93.1 0.2 35.0 36.0Level of Service F F A F F F E F A C DApproach Delay (s) 129.3 133.8 61.4 35.3Approach LOS F F E D

Intersection SummaryHCM Average Control Delay 113.1 HCM Level of Service FHCM Volume to Capacity ratio 1.15Actuated Cycle Length (s) 140.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 104.7% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA AM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 7

Lane Group EBT WBT SBL SBRLane Group Flow (vph) 2576 1228 2326 1163v/c Ratio 0.94 0.57 0.92 0.42Control Delay 49.5 33.8 41.3 0.5Queue Delay 38.5 145.0 0.0 0.0Total Delay 88.0 178.7 41.3 0.5Queue Length 50th (ft) 695 329 730 0Queue Length 95th (ft) 747 377 802 0Internal Link Dist (ft) 568 185 610Turn Bay Length (ft) 750Base Capacity (vph) 2734 2170 2528 2787Starvation Cap Reductn 362 1238 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.09 1.32 0.92 0.42

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2019 LPA AM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 8

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 2370 1130 0 2140 1070Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 4.0Lane Util. Factor 0.86 0.91 0.94 0.88Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 6408 5085 4990 2787Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 6408 5085 4990 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 2576 1228 0 2326 1163RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 2576 1228 0 2326 1163Turn Type FreeProtected Phases 4 8 6Permitted Phases FreeActuated Green, G (s) 64.0 64.0 76.0 150.0Effective Green, g (s) 64.0 64.0 76.0 150.0Actuated g/C Ratio 0.43 0.43 0.51 1.00Clearance Time (s) 5.0 5.0 5.0Lane Grp Cap (vph) 2734 2170 2528 2787v/s Ratio Prot c0.40 0.24 c0.47v/s Ratio Perm 0.42v/c Ratio 0.94 0.57 0.92 0.42Uniform Delay, d1 41.2 32.5 34.2 0.0Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 8.2 1.1 6.9 0.5Delay (s) 49.4 33.6 41.1 0.5Level of Service D C D AApproach Delay (s) 49.4 33.6 27.5Approach LOS D C C

Intersection SummaryHCM Average Control Delay 36.3 HCM Level of Service DHCM Volume to Capacity ratio 0.93Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 90.9% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA AM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 9

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 424 2022 283 43 761 304 337 380 98 239 109 109v/c Ratio 0.72 0.93 0.18 0.44 0.52 0.36 0.82 0.77 0.06 0.80 0.29 0.07Control Delay 22.2 35.4 0.2 32.5 34.5 4.1 80.8 73.4 0.1 87.1 64.0 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 22.2 35.4 0.2 32.5 34.5 4.1 80.8 73.4 0.1 87.1 64.0 0.1Queue Length 50th (ft) 167 896 0 13 291 0 168 191 0 120 52 0Queue Length 95th (ft) 299 1036 0 32 353 59 #241 251 0 #187 85 0Internal Link Dist (ft) 1017 1023 961 780Turn Bay Length (ft) 175 350 350 250 550 250Base Capacity (vph) 590 2171 1583 97 1463 833 412 495 1583 298 377 1583Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.72 0.93 0.18 0.44 0.52 0.36 0.82 0.77 0.06 0.80 0.29 0.07

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2019 LPA AM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 10

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 390 1860 260 40 700 280 310 350 90 220 100 100Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 3539 1583 3433 3539 1583Flt Permitted 0.23 1.00 1.00 0.06 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 422 3539 1583 120 3539 1583 3433 3539 1583 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 424 2022 283 43 761 304 337 380 98 239 109 109RTOR Reduction (vph) 0 0 0 0 0 178 0 0 0 0 0 0Lane Group Flow (vph) 424 2022 283 43 761 126 337 380 98 239 109 109Turn Type pm+pt Free pm+pt Perm Prot Free Prot FreeProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 Free 8 8 Free FreeActuated Green, G (s) 101.0 92.0 150.0 66.0 62.0 62.0 18.0 21.0 150.0 13.0 16.0 150.0Effective Green, g (s) 101.0 92.0 150.0 66.0 62.0 62.0 18.0 21.0 150.0 13.0 16.0 150.0Actuated g/C Ratio 0.67 0.61 1.00 0.44 0.41 0.41 0.12 0.14 1.00 0.09 0.11 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 590 2171 1583 97 1463 654 412 495 1583 298 377 1583v/s Ratio Prot c0.16 c0.57 0.01 0.22 c0.10 c0.11 0.07 0.03v/s Ratio Perm 0.32 0.18 0.18 0.08 0.06 0.07v/c Ratio 0.72 0.93 0.18 0.44 0.52 0.19 0.82 0.77 0.06 0.80 0.29 0.07Uniform Delay, d1 16.3 26.2 0.0 32.7 32.9 28.0 64.4 62.1 0.0 67.2 61.8 0.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 7.4 8.8 0.2 14.0 1.3 0.7 16.4 10.9 0.1 20.0 1.9 0.1Delay (s) 23.7 34.9 0.2 46.7 34.2 28.7 80.8 73.0 0.1 87.2 63.7 0.1Level of Service C C A D C C F E A F E AApproach Delay (s) 29.6 33.2 67.5 60.8Approach LOS C C E E

Intersection SummaryHCM Average Control Delay 39.2 HCM Level of Service DHCM Volume to Capacity ratio 0.92Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0Intersection Capacity Utilization 87.4% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA AM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 11

Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 130 163 22 11 43 761 54 685v/c Ratio 0.35 0.30 0.07 0.02 0.10 0.46 0.13 0.40Control Delay 29.9 7.1 25.6 0.1 7.4 17.4 7.4 15.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 29.9 7.1 25.6 0.1 7.4 17.4 7.4 15.3Queue Length 50th (ft) 60 5 9 0 9 148 11 123Queue Length 95th (ft) 111 51 28 0 21 197 24 165Internal Link Dist (ft) 697 613 502 515Turn Bay Length (ft) 200 150Base Capacity (vph) 373 539 303 619 441 1649 426 1722Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.35 0.30 0.07 0.02 0.10 0.46 0.13 0.40

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2019 LPA AM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 12

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 120 10 140 20 0 10 40 690 10 50 600 30Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.86 1.00 0.85 1.00 1.00 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1770 1602 1770 1583 1770 3532 1770 3514Flt Permitted 0.75 1.00 0.61 1.00 0.35 1.00 0.27 1.00Satd. Flow (perm) 1398 1602 1138 1583 650 3532 511 3514Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 130 11 152 22 0 11 43 750 11 54 652 33RTOR Reduction (vph) 0 111 0 0 8 0 0 1 0 0 4 0Lane Group Flow (vph) 130 52 0 22 3 0 43 760 0 54 681 0Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 24.0 24.0 24.0 24.0 49.0 42.0 53.0 44.0Effective Green, g (s) 24.0 24.0 24.0 24.0 49.0 42.0 53.0 44.0Actuated g/C Ratio 0.27 0.27 0.27 0.27 0.54 0.47 0.59 0.49Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 373 427 303 422 441 1648 427 1718v/s Ratio Prot 0.03 0.00 0.01 c0.22 c0.01 0.19v/s Ratio Perm c0.09 0.02 0.05 0.06v/c Ratio 0.35 0.12 0.07 0.01 0.10 0.46 0.13 0.40Uniform Delay, d1 26.7 25.0 24.7 24.2 9.7 16.3 8.5 14.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.6 0.6 0.5 0.0 0.4 0.9 0.6 0.7Delay (s) 29.2 25.6 25.1 24.3 10.1 17.2 9.2 15.3Level of Service C C C C B B A BApproach Delay (s) 27.2 24.9 16.9 14.8Approach LOS C C B B

Intersection SummaryHCM Average Control Delay 17.8 HCM Level of Service BHCM Volume to Capacity ratio 0.38Actuated Cycle Length (s) 90.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 51.8% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA AM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 13

Lane Group EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 11 33 11 33 1114 54 761v/c Ratio 0.02 0.05 0.02 0.09 0.53 0.23 0.36Control Delay 0.1 19.0 0.1 6.2 7.2 9.3 7.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 0.1 19.0 0.1 6.2 7.2 9.3 7.2Queue Length 50th (ft) 0 5 0 5 94 9 70Queue Length 95th (ft) 0 14 0 15 138 27 100Internal Link Dist (ft) 355 646 482 502Turn Bay Length (ft) 150 300Base Capacity (vph) 557 667 543 380 2103 230 2121Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.02 0.05 0.02 0.09 0.53 0.23 0.36

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2019 LPA AM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 14

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 10 30 0 10 30 710 315 50 690 10Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.97 1.00 1.00 0.95 1.00 0.95Frt 0.86 1.00 0.85 1.00 0.95 1.00 1.00Flt Protected 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1611 3433 1583 1770 3376 1770 3532Flt Permitted 1.00 0.75 1.00 0.34 1.00 0.21 1.00Satd. Flow (perm) 1611 2712 1583 634 3376 384 3532Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 11 33 0 11 33 772 342 54 750 11RTOR Reduction (vph) 0 8 0 0 8 0 0 78 0 0 2 0Lane Group Flow (vph) 0 3 0 33 3 0 33 1036 0 54 759 0Turn Type Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 16.0 16.0 16.0 39.0 39.0 39.0 39.0Effective Green, g (s) 16.0 16.0 16.0 39.0 39.0 39.0 39.0Actuated g/C Ratio 0.25 0.25 0.25 0.60 0.60 0.60 0.60Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 397 668 390 380 2026 230 2119v/s Ratio Prot 0.00 0.00 c0.31 0.22v/s Ratio Perm c0.01 0.05 0.14v/c Ratio 0.01 0.05 0.01 0.09 0.51 0.23 0.36Uniform Delay, d1 18.5 18.7 18.5 5.5 7.5 6.1 6.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.0 0.1 0.0 0.4 0.9 2.4 0.5Delay (s) 18.5 18.8 18.5 5.9 8.4 8.4 7.1Level of Service B B B A A A AApproach Delay (s) 18.5 18.8 8.4 7.2Approach LOS B B A A

Intersection SummaryHCM Average Control Delay 8.2 HCM Level of Service AHCM Volume to Capacity ratio 0.38Actuated Cycle Length (s) 65.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 53.1% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

3: Ridgegate Pkwy & I25 SB off-ramp 6/18/2014

2019 LPA AM without Mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 1

Movement EBL EBT WBT WBR SBL SBR

Lane Configurations

Volume (vph) 0 230 1170 0 280 150

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 4.0

Lane Util. Factor 0.91 0.91 0.94 1.00

Frt 1.00 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 4990 1583

Flt Permitted 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 4990 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 250 1272 0 304 163

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 0 250 1272 0 304 163

Turn Type Free

Protected Phases 2 5 4

Permitted Phases Free

Actuated Green, G (s) 78.6 78.6 11.4 100.0

Effective Green, g (s) 78.6 78.6 11.4 100.0

Actuated g/C Ratio 0.79 0.79 0.11 1.00

Clearance Time (s) 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0

Lane Grp Cap (vph) 3997 3997 569 1583

v/s Ratio Prot 0.05 c0.25 c0.06

v/s Ratio Perm 0.10

v/c Ratio 0.06 0.32 0.53 0.10

Uniform Delay, d1 2.4 3.1 41.8 0.0

Progression Factor 1.00 1.00 1.00 1.00

Incremental Delay, d2 0.0 0.0 1.0 0.1

Delay (s) 2.4 3.1 42.8 0.1

Level of Service A A D A

Approach Delay (s) 2.4 3.1 27.9

Approach LOS A A C

Intersection Summary

HCM Average Control Delay 8.8 HCM Level of Service A

HCM Volume to Capacity ratio 0.35

Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0

Intersection Capacity Utilization 36.3% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

9: Ridgegate Pkwy & I25 EB-to-NB on-ramp 6/18/2014

2019 LPA AM without Mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 2

Movement EBT EBR WBL WBT NWL NWR

Lane Configurations

Volume (vph) 499 93 0 1732 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0

Lane Util. Factor 0.95 1.00 0.91

Frt 1.00 0.85 1.00

Flt Protected 1.00 1.00 1.00

Satd. Flow (prot) 3539 1583 5085

Flt Permitted 1.00 1.00 1.00

Satd. Flow (perm) 3539 1583 5085

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 542 101 0 1883 0 0

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 542 101 0 1883 0 0

Turn Type Perm

Protected Phases 4 8

Permitted Phases 4

Actuated Green, G (s) 150.0 150.0 150.0

Effective Green, g (s) 150.0 150.0 150.0

Actuated g/C Ratio 1.00 1.00 1.00

Clearance Time (s) 5.0 5.0 5.0

Lane Grp Cap (vph) 3539 1583 5085

v/s Ratio Prot 0.15 c0.37

v/s Ratio Perm 0.06

v/c Ratio 0.15 0.06 0.37

Uniform Delay, d1 0.0 0.0 0.0

Progression Factor 1.00 1.00 1.00

Incremental Delay, d2 0.1 0.1 0.2

Delay (s) 0.1 0.1 0.2

Level of Service A A A

Approach Delay (s) 0.1 0.2 0.0

Approach LOS A A A

Intersection Summary

HCM Average Control Delay 0.2 HCM Level of Service A

HCM Volume to Capacity ratio 0.37

Actuated Cycle Length (s) 150.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 70.4% ICU Level of Service C

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

11: Ridgegate Pkwy & I25 WB-to-NB on-ramp 6/18/2014

2019 LPA AM without Mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 3

Movement EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER

Lane Configurations

Volume (vph) 0 420 0 0 770 1070 720 0 830 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 4.0

Lane Util. Factor 0.91 0.91 1.00 0.94 0.88

Frt 1.00 1.00 0.85 1.00 0.85

Flt Protected 1.00 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 1583 4990 2787

Flt Permitted 1.00 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 1583 4990 2787

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 457 0 0 837 1163 783 0 902 0 0

RTOR Reduction (vph) 0 0 0 0 0 317 0 0 0 0 0

Lane Group Flow (vph) 0 457 0 0 837 846 783 0 902 0 0

Turn Type Perm custom Free

Protected Phases 2 5 4

Permitted Phases 5 4 Free

Actuated Green, G (s) 70.9 70.9 70.9 19.1 100.0

Effective Green, g (s) 70.9 70.9 70.9 19.1 100.0

Actuated g/C Ratio 0.71 0.71 0.71 0.19 1.00

Clearance Time (s) 5.0 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 3605 3605 1122 953 2787

v/s Ratio Prot 0.09 0.16 c0.16

v/s Ratio Perm c0.53 0.32

v/c Ratio 0.13 0.23 0.75 0.82 0.32

Uniform Delay, d1 4.7 5.1 9.1 38.8 0.0

Progression Factor 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 0.1 0.0 2.9 5.8 0.3

Delay (s) 4.7 5.1 12.0 44.6 0.3

Level of Service A A B D A

Approach Delay (s) 4.7 9.1 20.9 0.0

Approach LOS A A C A

Intersection Summary

HCM Average Control Delay 13.4 HCM Level of Service B

HCM Volume to Capacity ratio 0.77

Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0

Intersection Capacity Utilization 70.4% ICU Level of Service C

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

14: Ridgegate Pkwy & Havana 6/18/2014

2019 LPA AM without Mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (vph) 40 850 360 240 1600 40 130 30 70 100 30 110

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85

Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1863 1583

Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1863 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 43 924 391 261 1739 43 141 33 76 109 33 120

RTOR Reduction (vph) 0 0 177 0 0 12 0 0 43 0 0 19

Lane Group Flow (vph) 43 924 214 261 1739 31 141 33 33 109 33 101

Turn Type Prot pm+ov Prot pm+ov Prot pm+ov Prot pm+ov

Protected Phases 5 2 7 1 6 3 7 4 1 3 8 5

Permitted Phases 2 6 4 8

Actuated Green, G (s) 4.0 42.2 49.2 16.0 54.2 61.2 7.0 4.8 20.8 7.0 4.8 8.8

Effective Green, g (s) 4.0 42.2 49.2 16.0 54.2 61.2 7.0 4.8 20.8 7.0 4.8 8.8

Actuated g/C Ratio 0.04 0.47 0.55 0.18 0.60 0.68 0.08 0.05 0.23 0.08 0.05 0.10

Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 79 1659 865 315 2131 1076 138 99 366 138 99 155

v/s Ratio Prot 0.02 0.26 0.02 c0.15 c0.49 0.00 c0.08 0.02 0.02 0.06 0.02 c0.03

v/s Ratio Perm 0.12 0.02 0.00 0.03

v/c Ratio 0.54 0.56 0.25 0.83 0.82 0.03 1.02 0.33 0.09 0.79 0.33 0.65

Uniform Delay, d1 42.1 17.2 10.7 35.7 14.0 4.7 41.5 41.1 27.2 40.8 41.1 39.1

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.97 1.08 1.00 1.00 1.00

Incremental Delay, d2 7.5 1.4 0.2 16.2 2.5 0.0 82.4 2.0 0.1 25.2 2.0 9.4

Delay (s) 49.6 18.5 10.8 51.9 16.5 4.7 120.0 41.9 29.3 66.0 43.0 48.6

Level of Service D B B D B A F D C E D D

Approach Delay (s) 17.3 20.8 82.2 55.1

Approach LOS B C F E

Intersection Summary

HCM Average Control Delay 25.8 HCM Level of Service C

HCM Volume to Capacity ratio 0.86

Actuated Cycle Length (s) 90.0 Sum of lost time (s) 20.0

Intersection Capacity Utilization 73.9% ICU Level of Service D

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

15: Access 2 & Havana 6/18/2014

2019 LPA AM without Mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 5

Movement EBL EBR NBL NBT SBT SBR

Lane Configurations

Volume (vph) 90 0 30 130 300 320

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00

Frt 1.00 1.00 1.00 0.93

Flt Protected 0.95 0.95 1.00 1.00

Satd. Flow (prot) 1770 1770 1863 1733

Flt Permitted 0.95 0.35 1.00 1.00

Satd. Flow (perm) 1770 651 1863 1733

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 98 0 33 141 326 348

RTOR Reduction (vph) 0 0 0 0 51 0

Lane Group Flow (vph) 98 0 33 141 623 0

Turn Type Perm Perm

Protected Phases 4 2 6

Permitted Phases 4 2

Actuated Green, G (s) 5.5 29.5 29.5 29.5

Effective Green, g (s) 5.5 29.5 29.5 29.5

Actuated g/C Ratio 0.12 0.66 0.66 0.66

Clearance Time (s) 5.0 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 216 427 1221 1136

v/s Ratio Prot c0.06 0.08 c0.36

v/s Ratio Perm 0.05

v/c Ratio 0.45 0.08 0.12 0.55

Uniform Delay, d1 18.4 2.8 2.9 4.2

Progression Factor 1.00 0.82 0.82 0.85

Incremental Delay, d2 1.5 0.4 0.2 1.6

Delay (s) 19.9 2.7 2.6 5.2

Level of Service B A A A

Approach Delay (s) 19.9 2.6 5.2

Approach LOS B A A

Intersection Summary

HCM Average Control Delay 6.2 HCM Level of Service A

HCM Volume to Capacity ratio 0.53

Actuated Cycle Length (s) 45.0 Sum of lost time (s) 10.0

Intersection Capacity Utilization 48.7% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

19: Access 3 & Havana 6/18/2014

2019 LPA AM without Mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 6

Movement EBL EBR NBL NBT SBT SBR

Lane Configurations

Volume (vph) 20 10 40 140 40 260

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00

Frt 1.00 0.85 1.00 1.00 0.88

Flt Protected 0.95 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1770 1583 1770 1863 1644

Flt Permitted 0.95 1.00 0.56 1.00 1.00

Satd. Flow (perm) 1770 1583 1050 1863 1644

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 22 11 43 152 43 283

RTOR Reduction (vph) 0 10 0 0 80 0

Lane Group Flow (vph) 22 1 43 152 246 0

Turn Type Perm Perm

Protected Phases 4 2 6

Permitted Phases 4 2

Actuated Green, G (s) 2.8 2.8 32.2 32.2 32.2

Effective Green, g (s) 2.8 2.8 32.2 32.2 32.2

Actuated g/C Ratio 0.06 0.06 0.72 0.72 0.72

Clearance Time (s) 5.0 5.0 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 110 98 751 1333 1176

v/s Ratio Prot c0.01 0.08 c0.15

v/s Ratio Perm 0.00 0.04

v/c Ratio 0.20 0.01 0.06 0.11 0.21

Uniform Delay, d1 20.0 19.8 1.9 2.0 2.1

Progression Factor 1.00 1.00 1.00 1.00 0.14

Incremental Delay, d2 0.9 0.0 0.1 0.2 0.4

Delay (s) 20.9 19.8 2.0 2.2 0.7

Level of Service C B A A A

Approach Delay (s) 20.6 2.1 0.7

Approach LOS C A A

Intersection Summary

HCM Average Control Delay 2.4 HCM Level of Service A

HCM Volume to Capacity ratio 0.21

Actuated Cycle Length (s) 45.0 Sum of lost time (s) 10.0

Intersection Capacity Utilization 37.3% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

Queues 2019 LPA PM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 1

Lane Group EBT WBT NBL NBR SBRLane Group Flow (vph) 2446 3881 348 33 141v/c Ratio 0.63 0.80 0.58 0.07 0.50Control Delay 9.2 12.6 61.6 25.3 62.9Queue Delay 0.4 0.0 0.0 0.0 0.0Total Delay 9.6 12.6 61.6 25.3 62.9Queue Length 50th (ft) 360 597 163 4 126Queue Length 95th (ft) 393 622 217 22 200Internal Link Dist (ft) 208 666Turn Bay Length (ft)Base Capacity (vph) 3865 4865 595 502 280Starvation Cap Reductn 741 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.78 0.80 0.58 0.07 0.50

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2019 LPA PM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 2250 0 0 3550 20 320 0 30 0 0 130Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 0.86 0.97 0.88 1.00Frt 1.00 1.00 1.00 0.85 0.86Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 5085 6402 3433 2787 1611Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 5085 6402 3433 2787 1611Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 2446 0 0 3859 22 348 0 33 0 0 141RTOR Reduction (vph) 0 0 0 0 0 0 0 0 19 0 0 1Lane Group Flow (vph) 0 2446 0 0 3881 0 348 0 14 0 0 140Turn Type custom custom customProtected Phases 4 8Permitted Phases 2 2 6Actuated Green, G (s) 114.0 114.0 26.0 26.0 26.0Effective Green, g (s) 114.0 114.0 26.0 26.0 26.0Actuated g/C Ratio 0.76 0.76 0.17 0.17 0.17Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 3865 4866 595 483 279v/s Ratio Prot 0.48 c0.61v/s Ratio Perm c0.10 0.01 0.09v/c Ratio 0.63 0.80 0.58 0.03 0.50Uniform Delay, d1 8.3 11.0 57.0 51.5 56.1Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 1.0 4.2 0.1 6.3Delay (s) 8.7 11.9 61.2 51.6 62.5Level of Service A B E D EApproach Delay (s) 8.7 11.9 60.4 62.5Approach LOS A B E E

Intersection SummaryHCM Average Control Delay 14.5 HCM Level of Service BHCM Volume to Capacity ratio 0.76Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 80.6% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA PM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 3

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2019 LPA PM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWRLane ConfigurationsVolume (vph) 0 0 0 0 0 0 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0Turn TypeProtected Phases 4 8Permitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0 0.0Approach LOS A A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 68.8% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA PM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 5

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 196 1304 76 163 2228 707 152 174 359 1043 576v/c Ratio 1.03 0.60 0.05 0.60 1.10 0.68 1.09 0.40 0.23 0.91 1.13Control Delay 133.5 32.2 0.1 72.4 91.1 10.2 161.4 60.0 0.3 65.4 121.4Queue Delay 0.0 0.0 0.0 0.0 47.6 0.2 0.0 0.0 0.0 0.0 0.0Total Delay 133.5 32.2 0.1 72.4 138.7 10.4 161.4 60.0 0.3 65.4 121.4Queue Length 50th (ft) ~191 330 0 75 ~838 140 ~156 78 0 331 ~556Queue Length 95th (ft) #354 379 0 114 #929 204 #303 117 0 #409 #790Internal Link Dist (ft) 803 568 495 672Turn Bay Length (ft) 350 200 350 200Base Capacity (vph) 190 2179 1583 270 2034 1047 139 430 1583 1141 509Starvation Cap Reductn 0 0 0 0 183 35 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.03 0.60 0.05 0.60 1.20 0.70 1.09 0.40 0.23 0.91 1.13

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2019 LPA PM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 180 1200 70 150 2050 650 140 160 330 960 170 360Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 0.94 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1673Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1673Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 196 1304 76 163 2228 707 152 174 359 1043 185 391RTOR Reduction (vph) 0 0 0 0 0 52 0 0 0 0 55 0Lane Group Flow (vph) 196 1304 76 163 2228 655 152 174 359 1043 521 0Turn Type Prot Free Prot pm+ov Prot Free ProtProtected Phases 7 4 3 8 1 5 2 1 6Permitted Phases Free 8 FreeActuated Green, G (s) 15.0 60.0 140.0 11.0 56.0 88.0 11.0 17.0 140.0 32.0 38.0Effective Green, g (s) 15.0 60.0 140.0 11.0 56.0 88.0 11.0 17.0 140.0 32.0 38.0Actuated g/C Ratio 0.11 0.43 1.00 0.08 0.40 0.63 0.08 0.12 1.00 0.23 0.27Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 190 2179 1583 270 2034 995 139 430 1583 1141 454v/s Ratio Prot c0.11 0.26 0.05 c0.44 0.15 0.09 0.05 c0.21 c0.31v/s Ratio Perm 0.05 0.26 0.23v/c Ratio 1.03 0.60 0.05 0.60 1.10 0.66 1.09 0.40 0.23 0.91 1.15Uniform Delay, d1 62.5 30.7 0.0 62.4 42.0 16.5 64.5 56.8 0.0 52.7 51.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 73.8 1.2 0.1 9.6 51.4 3.4 103.6 2.8 0.3 12.6 89.6Delay (s) 136.3 32.0 0.1 72.0 93.4 19.9 168.1 59.6 0.3 65.3 140.6Level of Service F C A E F B F E A E FApproach Delay (s) 43.4 75.5 52.6 92.1Approach LOS D E D F

Intersection SummaryHCM Average Control Delay 69.9 HCM Level of Service EHCM Volume to Capacity ratio 1.11Actuated Cycle Length (s) 140.0 Sum of lost time (s) 20.0Intersection Capacity Utilization 105.1% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA PM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 7

Lane Group EBT WBT SBL SBRLane Group Flow (vph) 2696 1815 1402 1272v/c Ratio 0.76 0.64 0.74 0.46Control Delay 27.6 24.6 43.0 0.5Queue Delay 5.9 147.4 0.0 0.0Total Delay 33.5 172.0 43.0 0.5Queue Length 50th (ft) 573 438 418 0Queue Length 95th (ft) 613 487 474 0Internal Link Dist (ft) 568 185 610Turn Bay Length (ft) 750Base Capacity (vph) 3546 2814 1896 2787Starvation Cap Reductn 806 1444 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.98 1.32 0.74 0.46

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2019 LPA PM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 8

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 2480 1670 0 1290 1170Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 4.0Lane Util. Factor 0.86 0.91 0.94 0.88Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 6408 5085 4990 2787Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 6408 5085 4990 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 2696 1815 0 1402 1272RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 2696 1815 0 1402 1272Turn Type FreeProtected Phases 4 8 6Permitted Phases FreeActuated Green, G (s) 83.0 83.0 57.0 150.0Effective Green, g (s) 83.0 83.0 57.0 150.0Actuated g/C Ratio 0.55 0.55 0.38 1.00Clearance Time (s) 5.0 5.0 5.0Lane Grp Cap (vph) 3546 2814 1896 2787v/s Ratio Prot c0.42 0.36 c0.28v/s Ratio Perm 0.46v/c Ratio 0.76 0.64 0.74 0.46Uniform Delay, d1 25.8 23.3 40.1 0.0Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 1.6 1.2 2.6 0.5Delay (s) 27.4 24.4 42.7 0.5Level of Service C C D AApproach Delay (s) 27.4 24.4 22.7Approach LOS C C C

Intersection SummaryHCM Average Control Delay 24.9 HCM Level of Service CHCM Volume to Capacity ratio 0.75Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 76.3% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA PM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 9

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBRLane Group Flow (vph) 272 880 283 43 1859 446 424 239 511 435 457v/c Ratio 1.14 0.43 0.18 0.13 1.05 0.49 1.03 0.56 1.06 0.88 0.29Control Delay 143.3 18.4 0.2 11.9 72.5 12.5 115.1 67.9 118.4 82.5 0.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 143.3 18.4 0.2 11.9 72.5 12.5 115.1 67.9 118.4 82.5 0.5Queue Length 50th (ft) ~259 244 0 15 ~1040 123 ~227 117 ~282 223 0Queue Length 95th (ft) #450 293 0 30 #1174 216 #339 166 #401 #315 0Internal Link Dist (ft) 1017 1023 961 780Turn Bay Length (ft) 175 350 350 250 550 250Base Capacity (vph) 238 2053 1583 329 1770 912 412 425 481 495 1583Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.14 0.43 0.18 0.13 1.05 0.49 1.03 0.56 1.06 0.88 0.29

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis

3: Ridgegate Pkwy & I25 SB off-ramp 6/18/2014

2019 LPA PM - without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 1

Movement EBL EBT WBT WBR SBL SBR

Lane Configurations

Volume (vph) 0 520 400 0 1190 60

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 4.0

Lane Util. Factor 0.91 0.91 0.94 1.00

Frt 1.00 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 4990 1583

Flt Permitted 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 4990 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 565 435 0 1293 65

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 0 565 435 0 1293 65

Turn Type Free

Protected Phases 4 8 6

Permitted Phases Free

Actuated Green, G (s) 24.0 24.0 41.0 75.0

Effective Green, g (s) 24.0 24.0 41.0 75.0

Actuated g/C Ratio 0.32 0.32 0.55 1.00

Clearance Time (s) 5.0 5.0 5.0

Lane Grp Cap (vph) 1627 1627 2728 1583

v/s Ratio Prot c0.11 0.09 c0.26

v/s Ratio Perm 0.04

v/c Ratio 0.35 0.27 0.47 0.04

Uniform Delay, d1 19.5 19.0 10.4 0.0

Progression Factor 1.00 1.00 1.00 1.00

Incremental Delay, d2 0.6 0.4 0.6 0.0

Delay (s) 20.1 19.4 11.0 0.0

Level of Service C B B A

Approach Delay (s) 20.1 19.4 10.5

Approach LOS C B B

Intersection Summary

HCM Average Control Delay 14.4 HCM Level of Service B

HCM Volume to Capacity ratio 0.43

Actuated Cycle Length (s) 75.0 Sum of lost time (s) 10.0

Intersection Capacity Utilization 94.8% ICU Level of Service F

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

6: Ridgegate Pkwy & I25 WB-to-SB on-ramp 6/18/2014

2019 LPA PM - without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 2

Movement EBL EBT WBT WBR SEL SER

Lane Configurations

Volume (vph) 0 2026 463 802 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0

Lane Util. Factor 0.91 0.91 1.00

Frt 1.00 1.00 0.85

Flt Protected 1.00 1.00 1.00

Satd. Flow (prot) 5085 5085 1583

Flt Permitted 1.00 1.00 1.00

Satd. Flow (perm) 5085 5085 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 2202 503 872 0 0

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 0 2202 503 872 0 0

Turn Type Perm

Protected Phases 4 8

Permitted Phases 8

Actuated Green, G (s) 21.0 21.0 21.0

Effective Green, g (s) 21.0 21.0 21.0

Actuated g/C Ratio 1.00 1.00 1.00

Clearance Time (s) 5.0 5.0 5.0

Lane Grp Cap (vph) 5085 5085 1583

v/s Ratio Prot 0.43 0.10

v/s Ratio Perm c0.55

v/c Ratio 0.43 0.10 0.55

Uniform Delay, d1 0.0 0.0 0.0

Progression Factor 1.00 1.00 1.00

Incremental Delay, d2 0.3 0.0 1.4

Delay (s) 0.3 0.0 1.4

Level of Service A A A

Approach Delay (s) 0.3 0.9 0.0

Approach LOS A A A

Intersection Summary

HCM Average Control Delay 0.5 HCM Level of Service A

HCM Volume to Capacity ratio 0.55

Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 94.8% ICU Level of Service F

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

9: Ridgegate Pkwy & I25 EB-to-NB on-ramp 6/18/2014

2019 LPA PM - without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 3

Movement EBT EBR WBL WBT NWL NWR

Lane Configurations

Volume (vph) 1504 521 0 1265 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0

Lane Util. Factor 0.95 1.00 0.91

Frt 1.00 0.85 1.00

Flt Protected 1.00 1.00 1.00

Satd. Flow (prot) 3539 1583 5085

Flt Permitted 1.00 1.00 1.00

Satd. Flow (perm) 3539 1583 5085

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 1635 566 0 1375 0 0

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 1635 566 0 1375 0 0

Turn Type Perm

Protected Phases 4 8

Permitted Phases 4

Actuated Green, G (s) 21.0 21.0 21.0

Effective Green, g (s) 21.0 21.0 21.0

Actuated g/C Ratio 1.00 1.00 1.00

Clearance Time (s) 5.0 5.0 5.0

Lane Grp Cap (vph) 3539 1583 5085

v/s Ratio Prot c0.46 0.27

v/s Ratio Perm 0.36

v/c Ratio 0.46 0.36 0.27

Uniform Delay, d1 0.0 0.0 0.0

Progression Factor 1.00 1.00 1.00

Incremental Delay, d2 0.4 0.6 0.1

Delay (s) 0.4 0.6 0.1

Level of Service A A A

Approach Delay (s) 0.4 0.1 0.0

Approach LOS A A A

Intersection Summary

HCM Average Control Delay 0.3 HCM Level of Service A

HCM Volume to Capacity ratio 0.46

Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 45.7% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

11: Ridgegate Pkwy & 6/18/2014

2019 LPA PM - without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (vph) 0 1270 0 0 830 410 140 0 330 0 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 4.0

Lane Util. Factor 0.91 0.91 1.00 0.94 1.00

Frt 1.00 1.00 0.85 1.00 0.85

Flt Protected 1.00 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 1583 4990 1583

Flt Permitted 1.00 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 1583 4990 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 1380 0 0 902 446 152 0 359 0 0 0

RTOR Reduction (vph) 0 0 0 0 0 191 0 0 0 0 0 0

Lane Group Flow (vph) 0 1380 0 0 902 255 152 0 359 0 0 0

Turn Type Perm custom Free

Protected Phases 4 8

Permitted Phases 8 2 Free

Actuated Green, G (s) 40.0 40.0 40.0 20.0 70.0

Effective Green, g (s) 40.0 40.0 40.0 20.0 70.0

Actuated g/C Ratio 0.57 0.57 0.57 0.29 1.00

Clearance Time (s) 5.0 5.0 5.0 5.0

Lane Grp Cap (vph) 2906 2906 905 1426 1583

v/s Ratio Prot c0.27 0.18

v/s Ratio Perm 0.16 0.03 c0.23

v/c Ratio 0.47 0.31 0.28 0.11 0.23

Uniform Delay, d1 8.8 7.8 7.7 18.4 0.0

Progression Factor 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 0.6 0.3 0.8 0.2 0.3

Delay (s) 9.4 8.1 8.4 18.6 0.3

Level of Service A A A B A

Approach Delay (s) 9.4 8.2 5.8 0.0

Approach LOS A A A A

Intersection Summary

HCM Average Control Delay 8.3 HCM Level of Service A

HCM Volume to Capacity ratio 0.38

Actuated Cycle Length (s) 70.0 Sum of lost time (s) 5.0

Intersection Capacity Utilization 45.7% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

14: Ridgegate Pkwy & Havana 6/18/2014

2019 LPA PM - without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 5

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (vph) 70 1370 220 130 760 100 440 30 290 40 30 40

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85

Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1863 1583

Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1863 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 76 1489 239 141 826 109 478 33 315 43 33 43

RTOR Reduction (vph) 0 0 81 0 0 53 0 0 37 0 0 41

Lane Group Flow (vph) 76 1489 158 141 826 56 478 33 278 43 33 2

Turn Type Prot Perm Prot Perm Prot pt+ov Prot Perm

Protected Phases 5 2 1 6 7 4 4 1 3 8

Permitted Phases 2 6 8

Actuated Green, G (s) 10.6 62.8 62.8 13.0 65.2 65.2 47.2 47.0 60.0 7.2 7.0 7.0

Effective Green, g (s) 10.6 62.8 62.8 13.0 65.2 65.2 47.2 47.0 60.0 7.2 7.0 7.0

Actuated g/C Ratio 0.07 0.42 0.42 0.09 0.43 0.43 0.31 0.31 0.40 0.05 0.05 0.05

Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 125 1482 663 153 1538 688 557 584 633 85 87 74

v/s Ratio Prot 0.04 c0.42 c0.08 0.23 c0.27 0.02 c0.18 0.02 0.02

v/s Ratio Perm 0.10 0.04 0.00

v/c Ratio 0.61 1.00 0.24 0.92 0.54 0.08 0.86 0.06 0.44 0.51 0.38 0.03

Uniform Delay, d1 67.7 43.6 28.2 68.0 31.3 24.9 48.3 36.0 32.8 69.7 69.4 68.2

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 8.1 24.5 0.8 49.9 0.4 0.1 12.4 0.2 0.5 4.7 2.8 0.1

Delay (s) 75.8 68.1 29.0 117.9 31.6 24.9 60.7 36.2 33.3 74.3 72.1 68.4

Level of Service E E C F C C E D C E E E

Approach Delay (s) 63.3 42.3 49.3 71.6

Approach LOS E D D E

Intersection Summary

HCM Average Control Delay 54.6 HCM Level of Service D

HCM Volume to Capacity ratio 0.92

Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0

Intersection Capacity Utilization 88.6% ICU Level of Service E

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

15: Access 2 & Havana 6/18/2014

2019 LPA PM - without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 6

Movement EBL EBR NBL NBT SBT SBR

Lane Configurations

Volume (vph) 440 20 0 320 220 150

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00

Frt 1.00 0.85 1.00 0.95

Flt Protected 0.95 1.00 1.00 1.00

Satd. Flow (prot) 1770 1583 1863 1761

Flt Permitted 0.95 1.00 1.00 1.00

Satd. Flow (perm) 1770 1583 1863 1761

Peak-hour factor, PHF 0.92 0.92 0.25 0.92 0.92 0.92

Adj. Flow (vph) 478 22 0 348 239 163

RTOR Reduction (vph) 0 13 0 0 57 0

Lane Group Flow (vph) 478 9 0 348 345 0

Turn Type Perm Perm

Protected Phases 4 2 6

Permitted Phases 4 2

Actuated Green, G (s) 14.3 14.3 12.0 12.0

Effective Green, g (s) 14.3 14.3 12.0 12.0

Actuated g/C Ratio 0.39 0.39 0.33 0.33

Clearance Time (s) 5.0 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 697 624 616 582

v/s Ratio Prot c0.27 0.19 c0.20

v/s Ratio Perm 0.01

v/c Ratio 0.69 0.01 0.56 0.59

Uniform Delay, d1 9.1 6.7 10.0 10.1

Progression Factor 1.00 1.00 1.00 1.00

Incremental Delay, d2 2.8 0.0 1.2 1.6

Delay (s) 11.9 6.7 11.2 11.7

Level of Service B A B B

Approach Delay (s) 11.7 11.2 11.7

Approach LOS B B B

Intersection Summary

HCM Average Control Delay 11.6 HCM Level of Service B

HCM Volume to Capacity ratio 0.64

Actuated Cycle Length (s) 36.3 Sum of lost time (s) 10.0

Intersection Capacity Utilization 53.4% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

19: Access 3 & Havana 6/18/2014

2019 LPA PM - without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 7

Movement EBL EBR NBL NBT SBT SBR

Lane Configurations

Volume (vph) 280 60 30 40 130 120

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00

Frt 1.00 0.85 1.00 1.00 0.94

Flt Protected 0.95 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1770 1583 1770 1863 1742

Flt Permitted 0.95 1.00 0.61 1.00 1.00

Satd. Flow (perm) 1770 1583 1129 1863 1742

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 304 65 33 43 141 130

RTOR Reduction (vph) 0 44 0 0 90 0

Lane Group Flow (vph) 304 21 33 43 181 0

Turn Type Perm Perm

Protected Phases 4 2 6

Permitted Phases 4 2

Actuated Green, G (s) 8.1 8.1 6.6 6.6 6.6

Effective Green, g (s) 8.1 8.1 6.6 6.6 6.6

Actuated g/C Ratio 0.33 0.33 0.27 0.27 0.27

Clearance Time (s) 5.0 5.0 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 580 519 302 498 465

v/s Ratio Prot c0.17 0.02 c0.10

v/s Ratio Perm 0.01 0.03

v/c Ratio 0.52 0.04 0.11 0.09 0.39

Uniform Delay, d1 6.7 5.7 6.8 6.8 7.4

Progression Factor 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 0.9 0.0 0.2 0.1 0.5

Delay (s) 7.6 5.7 7.0 6.9 7.9

Level of Service A A A A A

Approach Delay (s) 7.3 6.9 7.9

Approach LOS A A A

Intersection Summary

HCM Average Control Delay 7.5 HCM Level of Service A

HCM Volume to Capacity ratio 0.46

Actuated Cycle Length (s) 24.7 Sum of lost time (s) 10.0

Intersection Capacity Utilization 45.5% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2019 LPA PM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 10

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 250 810 260 40 1710 410 390 220 0 470 400 420Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 3539 3433 3539 1583Flt Permitted 0.05 1.00 1.00 0.30 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 93 3539 1583 563 3539 1583 3433 3539 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 272 880 283 43 1859 446 424 239 0 511 435 457RTOR Reduction (vph) 0 0 0 0 0 121 0 0 0 0 0 0Lane Group Flow (vph) 272 880 283 43 1859 326 424 239 0 511 435 457Turn Type pm+pt Free pm+pt Perm Prot Free Prot FreeProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 Free 8 8 Free FreeActuated Green, G (s) 96.0 87.0 150.0 79.0 75.0 75.0 18.0 18.0 21.0 21.0 150.0Effective Green, g (s) 96.0 87.0 150.0 79.0 75.0 75.0 18.0 18.0 21.0 21.0 150.0Actuated g/C Ratio 0.64 0.58 1.00 0.53 0.50 0.50 0.12 0.12 0.14 0.14 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 238 2053 1583 329 1770 792 412 425 481 495 1583v/s Ratio Prot c0.12 0.25 0.00 0.53 0.12 0.07 c0.15 c0.12v/s Ratio Perm c0.61 0.18 0.07 0.21 c0.29v/c Ratio 1.14 0.43 0.18 0.13 1.05 0.41 1.03 0.56 1.06 0.88 0.29Uniform Delay, d1 53.6 17.6 0.0 17.3 37.5 23.6 66.0 62.3 64.5 63.3 0.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 102.3 0.7 0.2 0.8 36.0 1.6 52.0 5.3 58.6 19.4 0.5Delay (s) 155.9 18.3 0.2 18.1 73.5 25.2 118.0 67.6 123.1 82.7 0.5Level of Service F B A B E C F E F F AApproach Delay (s) 40.8 63.3 99.8 70.6Approach LOS D E F E

Intersection SummaryHCM Average Control Delay 63.7 HCM Level of Service EHCM Volume to Capacity ratio 1.05Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 100.0% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA PM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 11

Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 76 76 33 87 163 1196 11 880v/c Ratio 0.29 0.20 0.12 0.23 0.34 0.57 0.04 0.52Control Delay 34.2 11.7 31.1 11.1 6.8 12.8 5.9 16.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 34.2 11.7 31.1 11.1 6.8 12.8 5.9 16.3Queue Length 50th (ft) 37 5 16 5 28 204 2 164Queue Length 95th (ft) 78 41 41 44 48 262 6 217Internal Link Dist (ft) 697 613 502 515Turn Bay Length (ft) 200 150Base Capacity (vph) 261 377 264 385 477 2083 264 1705Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.29 0.20 0.13 0.23 0.34 0.57 0.04 0.52

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2019 LPA PM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 12

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 70 10 60 30 10 70 150 1090 10 10 670 140Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.87 1.00 0.87 1.00 1.00 1.00 0.97Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1770 1624 1770 1619 1770 3534 1770 3448Flt Permitted 0.70 1.00 0.71 1.00 0.22 1.00 0.20 1.00Satd. Flow (perm) 1305 1624 1318 1619 406 3534 380 3448Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 76 11 65 33 11 76 163 1185 11 11 728 152RTOR Reduction (vph) 0 52 0 0 61 0 0 1 0 0 19 0Lane Group Flow (vph) 76 24 0 33 26 0 163 1195 0 11 861 0Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 18.0 18.0 18.0 18.0 62.0 53.0 48.0 44.0Effective Green, g (s) 18.0 18.0 18.0 18.0 62.0 53.0 48.0 44.0Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.69 0.59 0.53 0.49Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 261 325 264 324 477 2081 264 1686v/s Ratio Prot 0.01 0.02 c0.05 c0.34 0.00 0.25v/s Ratio Perm c0.06 0.03 0.19 0.02v/c Ratio 0.29 0.07 0.12 0.08 0.34 0.57 0.04 0.51Uniform Delay, d1 30.6 29.2 29.5 29.3 6.7 11.5 10.1 15.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.8 0.4 1.0 0.5 1.9 1.2 0.3 1.1Delay (s) 33.4 29.7 30.5 29.8 8.7 12.7 10.4 16.8Level of Service C C C C A B B BApproach Delay (s) 31.5 30.0 12.2 16.7Approach LOS C C B B

Intersection SummaryHCM Average Control Delay 15.8 HCM Level of Service BHCM Volume to Capacity ratio 0.51Actuated Cycle Length (s) 90.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 56.8% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

Queues 2019 LPA PM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 13

Lane Group EBT WBL WBT NBT SBL SBTLane Group Flow (vph) 54 337 65 1337 22 848v/c Ratio 0.10 0.49 0.14 0.65 0.15 0.41Control Delay 0.4 23.3 7.6 10.8 9.1 8.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 0.4 23.3 7.6 10.8 9.1 8.1Queue Length 50th (ft) 0 58 2 164 4 85Queue Length 95th (ft) 0 94 28 225 14 120Internal Link Dist (ft) 355 646 482 502Turn Bay Length (ft) 150 300Base Capacity (vph) 541 682 458 2060 150 2069Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.10 0.49 0.14 0.65 0.15 0.41

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2019 LPA PM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 14

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 50 310 0 60 0 1170 60 20 780 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.97 1.00 0.95 1.00 0.95Frt 0.86 1.00 0.85 0.99 1.00 1.00Flt Protected 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1611 3433 1583 3513 1770 3539Flt Permitted 1.00 0.72 1.00 1.00 0.14 1.00Satd. Flow (perm) 1611 2608 1583 3513 257 3539Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 54 337 0 65 0 1272 65 22 848 0RTOR Reduction (vph) 0 40 0 0 44 0 0 6 0 0 0 0Lane Group Flow (vph) 0 14 0 337 21 0 0 1331 0 22 848 0Turn Type Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 17.0 17.0 17.0 38.0 38.0 38.0Effective Green, g (s) 17.0 17.0 17.0 38.0 38.0 38.0Actuated g/C Ratio 0.26 0.26 0.26 0.58 0.58 0.58Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 421 682 414 2054 150 2069v/s Ratio Prot 0.01 0.01 c0.38 0.24v/s Ratio Perm c0.13 0.09v/c Ratio 0.03 0.49 0.05 0.65 0.15 0.41Uniform Delay, d1 17.9 20.4 18.0 9.0 6.1 7.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 2.5 0.2 1.6 2.1 0.6Delay (s) 18.0 22.9 18.2 10.6 8.2 8.0Level of Service B C B B A AApproach Delay (s) 18.0 22.1 10.6 8.0Approach LOS B C B A

Intersection SummaryHCM Average Control Delay 11.7 HCM Level of Service BHCM Volume to Capacity ratio 0.60Actuated Cycle Length (s) 65.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 58.1% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action AM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 1

Lane Group EBT WBT NBL NBR SBRLane Group Flow (vph) 5065 3815 304 337 65v/c Ratio 1.20 0.72 0.83 1.13 0.37Control Delay 112.0 6.5 84.8 151.4 67.2Queue Delay 0.5 0.0 0.0 0.0 0.0Total Delay 112.6 6.5 84.8 151.4 67.2Queue Length 50th (ft) ~2201 381 153 ~217 58Queue Length 95th (ft) #2209 398 #227 #332 110Internal Link Dist (ft) 208 666Turn Bay Length (ft)Base Capacity (vph) 4204 5288 366 297 174Starvation Cap Reductn 4 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 1.21 0.72 0.83 1.13 0.37

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action AM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 4660 0 0 3470 40 280 0 310 0 0 60Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 0.86 0.97 0.88 1.00Frt 1.00 1.00 1.00 0.85 0.86Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 5085 6397 3433 2787 1611Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 5085 6397 3433 2787 1611Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 5065 0 0 3772 43 304 0 337 0 0 65RTOR Reduction (vph) 0 0 0 0 1 0 0 0 0 0 0 2Lane Group Flow (vph) 0 5065 0 0 3814 0 304 0 337 0 0 63Turn Type custom custom customProtected Phases 4 8Permitted Phases 2 2 6Actuated Green, G (s) 124.0 124.0 16.0 16.0 16.0Effective Green, g (s) 124.0 124.0 16.0 16.0 16.0Actuated g/C Ratio 0.83 0.83 0.11 0.11 0.11Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 4204 5288 366 297 172v/s Ratio Prot c1.00 0.60v/s Ratio Perm 0.09 c0.12 0.04v/c Ratio 1.20 0.72 0.83 1.13 0.37Uniform Delay, d1 13.0 5.6 65.7 67.0 62.3Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 94.6 0.5 19.3 93.7 6.0Delay (s) 107.6 6.1 84.9 160.7 68.3Level of Service F A F F EApproach Delay (s) 107.6 6.1 124.7 68.3Approach LOS F A F E

Intersection SummaryHCM Average Control Delay 68.1 HCM Level of Service EHCM Volume to Capacity ratio 1.20Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 109.2% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action AM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 3

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2035 No Action AM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWRLane ConfigurationsVolume (vph) 0 0 0 0 0 0 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0Turn TypeProtected Phases 4 8Permitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0 0.0Approach LOS A A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 128.8% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action AM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 5

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 652 2533 283 565 1196 1565 228 761 326 707 305v/c Ratio 1.98 1.70 0.18 1.92 1.22 2.00 0.72 1.20 0.21 0.47 0.55Control Delay 482.1 350.0 0.2 459.5 154.8 474.3 68.2 154.4 0.3 41.2 36.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 482.1 350.0 0.2 459.5 154.8 474.3 68.2 154.4 0.3 41.2 36.2Queue Length 50th (ft) ~921 ~1237 0 ~407 ~488 ~2237 198 ~442 0 186 183Queue Length 95th (ft) #1161 #1324 0 #525 #585 #2508 #298 #572 0 227 283Internal Link Dist (ft) 803 568 495 672Turn Bay Length (ft) 350 200 350 200Base Capacity (vph) 329 1489 1583 294 981 783 316 632 1583 1497 551Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.98 1.70 0.18 1.92 1.22 2.00 0.72 1.20 0.21 0.47 0.55

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action AM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 600 2330 260 520 1100 1440 210 700 300 650 100 180Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 0.94 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1683Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1683Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 652 2533 283 565 1196 1565 228 761 326 707 109 196RTOR Reduction (vph) 0 0 0 0 0 3 0 0 0 0 46 0Lane Group Flow (vph) 652 2533 283 565 1196 1562 228 761 326 707 259 0Turn Type Prot Free Prot pm+ov Prot Free ProtProtected Phases 7 4 3 8 1 5 2 1 6Permitted Phases Free 8 FreeActuated Green, G (s) 26.0 41.0 140.0 12.0 27.0 69.0 25.0 25.0 140.0 42.0 42.0Effective Green, g (s) 26.0 41.0 140.0 12.0 27.0 69.0 25.0 25.0 140.0 42.0 42.0Actuated g/C Ratio 0.19 0.29 1.00 0.09 0.19 0.49 0.18 0.18 1.00 0.30 0.30Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 329 1489 1583 294 981 780 316 632 1583 1497 505v/s Ratio Prot c0.37 0.50 0.16 0.24 c0.60 0.13 c0.22 0.14 0.15v/s Ratio Perm 0.18 0.39 0.21v/c Ratio 1.98 1.70 0.18 1.92 1.22 2.00 0.72 1.20 0.21 0.47 0.51Uniform Delay, d1 57.0 49.5 0.0 64.0 56.5 35.5 54.2 57.5 0.0 40.0 40.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 452.6 318.4 0.2 427.2 107.9 455.7 13.3 106.4 0.3 1.1 3.7Delay (s) 509.6 367.9 0.2 491.2 164.4 491.2 67.6 163.9 0.3 41.0 44.2Level of Service F F A F F F E F A D DApproach Delay (s) 364.5 373.7 106.6 42.0Approach LOS F F F D

Intersection SummaryHCM Average Control Delay 294.9 HCM Level of Service FHCM Volume to Capacity ratio 1.83Actuated Cycle Length (s) 140.0 Sum of lost time (s) 20.0Intersection Capacity Utilization 154.3% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action AM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 7

Lane Group EBT WBT SBL SBRLane Group Flow (vph) 3565 1717 3217 1609v/c Ratio 1.28 0.78 1.29 0.58Control Delay 166.7 39.4 166.4 0.9Queue Delay 65.1 247.8 0.0 0.0Total Delay 231.8 287.3 166.4 0.9Queue Length 50th (ft) ~1283 521 ~1416 0Queue Length 95th (ft) #1328 582 #1481 0Internal Link Dist (ft) 568 185 610Turn Bay Length (ft) 750Base Capacity (vph) 2777 2204 2495 2787Starvation Cap Reductn 282 1096 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.43 1.55 1.29 0.58

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action AM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 8

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 3280 1580 0 2960 1480Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 4.0Lane Util. Factor 0.86 0.91 0.94 0.88Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 6408 5085 4990 2787Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 6408 5085 4990 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 3565 1717 0 3217 1609RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 3565 1717 0 3217 1609Turn Type FreeProtected Phases 4 8 6Permitted Phases FreeActuated Green, G (s) 65.0 65.0 75.0 150.0Effective Green, g (s) 65.0 65.0 75.0 150.0Actuated g/C Ratio 0.43 0.43 0.50 1.00Clearance Time (s) 5.0 5.0 5.0Lane Grp Cap (vph) 2777 2204 2495 2787v/s Ratio Prot c0.56 0.34 c0.64v/s Ratio Perm 0.58v/c Ratio 1.28 0.78 1.29 0.58Uniform Delay, d1 42.5 36.4 37.5 0.0Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 130.6 2.8 133.4 0.9Delay (s) 173.1 39.2 170.9 0.9Level of Service F D F AApproach Delay (s) 173.1 39.2 114.2Approach LOS F D F

Intersection SummaryHCM Average Control Delay 122.2 HCM Level of Service FHCM Volume to Capacity ratio 1.29Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 119.7% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action AM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 9

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 728 2804 478 65 1054 511 565 641 152 402 185 174v/c Ratio 1.14 1.34 0.30 0.67 1.04 0.83 1.30 1.13 0.10 1.35 0.44 0.11Control Delay 118.7 182.6 0.5 60.9 90.0 39.6 199.9 134.9 0.1 226.7 64.8 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 118.7 182.6 0.5 60.9 90.0 39.6 199.9 134.9 0.1 226.7 64.8 0.1Queue Length 50th (ft) ~779 ~1872 0 22 ~583 278 ~363 ~382 0 ~264 90 0Queue Length 95th (ft) #1032 #1983 0 #60 #722 #454 #484 #510 0 #375 132 0Internal Link Dist (ft) 1017 1023 961 780Turn Bay Length (ft) 175 350 350 250 550 250Base Capacity (vph) 640 2100 1583 97 1015 617 435 566 1583 298 425 1583Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.14 1.34 0.30 0.67 1.04 0.83 1.30 1.13 0.10 1.35 0.44 0.11

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action AM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 10

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 670 2580 440 60 970 470 520 590 140 370 170 160Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 3539 1583 3433 3539 1583Flt Permitted 0.08 1.00 1.00 0.09 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 155 3539 1583 173 3539 1583 3433 3539 1583 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 728 2804 478 65 1054 511 565 641 152 402 185 174RTOR Reduction (vph) 0 0 0 0 0 163 0 0 0 0 0 0Lane Group Flow (vph) 728 2804 478 65 1054 348 565 641 152 402 185 174Turn Type pm+pt Free pm+pt Perm Prot Free Prot FreeProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 Free 8 8 Free FreeActuated Green, G (s) 98.0 89.0 150.0 47.0 43.0 43.0 19.0 24.0 150.0 13.0 18.0 150.0Effective Green, g (s) 98.0 89.0 150.0 47.0 43.0 43.0 19.0 24.0 150.0 13.0 18.0 150.0Actuated g/C Ratio 0.65 0.59 1.00 0.31 0.29 0.29 0.13 0.16 1.00 0.09 0.12 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 640 2100 1583 97 1015 454 435 566 1583 298 425 1583v/s Ratio Prot c0.38 c0.79 0.02 0.30 c0.16 c0.18 0.12 0.05v/s Ratio Perm 0.36 0.30 0.19 0.22 0.10 0.11v/c Ratio 1.14 1.34 0.30 0.67 1.04 0.77 1.30 1.13 0.10 1.35 0.44 0.11Uniform Delay, d1 43.9 30.5 0.0 42.0 53.5 48.9 65.5 63.0 0.0 68.5 61.3 0.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 79.9 154.2 0.5 31.2 38.7 11.7 150.5 79.9 0.1 177.7 3.2 0.1Delay (s) 123.8 184.7 0.5 73.1 92.2 60.6 216.0 142.9 0.1 246.2 64.5 0.1Level of Service F F A E F E F F A F E AApproach Delay (s) 151.7 81.5 157.4 145.8Approach LOS F F F F

Intersection SummaryHCM Average Control Delay 137.4 HCM Level of Service FHCM Volume to Capacity ratio 1.29Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 118.2% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action AM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 11

Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 250 261 65 33 87 1489 76 1315v/c Ratio 0.71 0.52 0.32 0.07 0.42 0.79 0.47 0.71Control Delay 43.6 19.1 32.3 0.3 12.9 20.8 17.6 19.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.0Total Delay 43.6 19.1 32.3 0.3 12.9 21.6 17.6 19.0Queue Length 50th (ft) 130 64 30 0 17 337 15 282Queue Length 95th (ft) #236 140 68 0 34 431 34 361Internal Link Dist (ft) 697 613 502 515Turn Bay Length (ft) 200 150Base Capacity (vph) 350 499 206 486 207 1885 161 1842Starvation Cap Reductn 0 0 0 0 0 154 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.71 0.52 0.32 0.07 0.42 0.86 0.47 0.71

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action AM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 12

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 230 10 230 60 0 30 80 1350 20 70 1170 40Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.86 1.00 0.85 1.00 1.00 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1770 1595 1770 1583 1770 3531 1770 3522Flt Permitted 0.74 1.00 0.43 1.00 0.11 1.00 0.09 1.00Satd. Flow (perm) 1370 1595 806 1583 204 3531 159 3522Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 250 11 250 65 0 33 87 1467 22 76 1272 43RTOR Reduction (vph) 0 92 0 0 25 0 0 1 0 0 3 0Lane Group Flow (vph) 250 169 0 65 8 0 87 1488 0 76 1312 0Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 23.0 23.0 23.0 23.0 53.0 48.0 51.0 47.0Effective Green, g (s) 23.0 23.0 23.0 23.0 53.0 48.0 51.0 47.0Actuated g/C Ratio 0.26 0.26 0.26 0.26 0.59 0.53 0.57 0.52Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 350 408 206 405 207 1883 162 1839v/s Ratio Prot 0.11 0.01 c0.02 c0.42 0.02 0.37v/s Ratio Perm c0.18 0.08 0.22 0.25v/c Ratio 0.71 0.42 0.32 0.02 0.42 0.79 0.47 0.71Uniform Delay, d1 30.5 27.9 27.1 25.1 11.7 16.9 13.7 16.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 11.8 3.1 4.0 0.1 6.2 3.5 9.4 2.4Delay (s) 42.3 31.0 31.1 25.2 17.9 20.4 23.2 18.8Level of Service D C C C B C C BApproach Delay (s) 36.5 29.1 20.3 19.0Approach LOS D C C B

Intersection SummaryHCM Average Control Delay 22.3 HCM Level of Service CHCM Volume to Capacity ratio 0.71Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 76.6% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action AM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 13

Lane Group EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 22 87 33 43 2033 65 1500v/c Ratio 0.05 0.13 0.08 0.36 0.97 0.57 0.71Control Delay 4.0 19.8 7.4 17.6 27.4 32.9 11.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 4.0 19.8 7.4 17.6 27.4 32.9 11.3Queue Length 50th (ft) 0 13 0 8 339 14 190Queue Length 95th (ft) 9 29 17 36 #562 #77 260Internal Link Dist (ft) 355 646 482 502Turn Bay Length (ft) 150 300Base Capacity (vph) 427 661 418 118 2093 115 2121Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.05 0.13 0.08 0.36 0.97 0.57 0.71

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action AM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 14

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 20 80 0 30 40 1390 480 60 1360 20Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.97 1.00 1.00 0.95 1.00 0.95Frt 0.86 1.00 0.85 1.00 0.96 1.00 1.00Flt Protected 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1611 3433 1583 1770 3403 1770 3531Flt Permitted 1.00 0.74 1.00 0.11 1.00 0.10 1.00Satd. Flow (perm) 1611 2685 1583 196 3403 191 3531Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 22 87 0 33 43 1511 522 65 1478 22RTOR Reduction (vph) 0 17 0 0 25 0 0 53 0 0 2 0Lane Group Flow (vph) 0 5 0 87 8 0 43 1980 0 65 1498 0Turn Type Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 16.0 16.0 16.0 39.0 39.0 39.0 39.0Effective Green, g (s) 16.0 16.0 16.0 39.0 39.0 39.0 39.0Actuated g/C Ratio 0.25 0.25 0.25 0.60 0.60 0.60 0.60Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 397 661 390 118 2042 115 2119v/s Ratio Prot 0.00 0.01 c0.58 0.42v/s Ratio Perm c0.03 0.22 0.34v/c Ratio 0.01 0.13 0.02 0.36 0.97 0.57 0.71Uniform Delay, d1 18.5 19.1 18.6 6.7 12.4 7.9 9.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.4 0.1 8.5 14.0 18.6 2.0Delay (s) 18.6 19.5 18.7 15.1 26.4 26.5 11.1Level of Service B B B B C C BApproach Delay (s) 18.6 19.3 26.2 11.7Approach LOS B B C B

Intersection SummaryHCM Average Control Delay 19.9 HCM Level of Service BHCM Volume to Capacity ratio 0.73Actuated Cycle Length (s) 65.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 71.0% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action PM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 1

Lane Group EBT WBT NBL NBR SBRLane Group Flow (vph) 3489 5359 478 43 196v/c Ratio 0.86 1.06 0.99 0.11 0.87Control Delay 13.3 47.2 103.0 52.5 96.3Queue Delay 4.2 0.0 0.0 0.0 0.0Total Delay 17.5 47.2 103.0 52.5 96.3Queue Length 50th (ft) 708 ~1664 244 19 191Queue Length 95th (ft) 762 #1661 #364 40 #335Internal Link Dist (ft) 208 666Turn Bay Length (ft)Base Capacity (vph) 4034 5079 481 394 226Starvation Cap Reductn 480 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.98 1.06 0.99 0.11 0.87

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action AM

3: Ridgegate Pkwy & I25 SB off-ramp 6/18/2014

10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 1

Movement EBL EBT WBT WBR SBL SBR

Lane Configurations

Volume (vph) 0 330 1840 0 450 230

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 4.0 4.0 4.0 4.0

Lane Util. Factor 0.91 0.91 0.94 1.00

Frt 1.00 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 4990 1583

Flt Permitted 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 4990 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 359 2000 0 489 250

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 0 359 2000 0 489 250

Turn Type Free

Protected Phases 4 8 6

Permitted Phases Free

Actuated Green, G (s) 38.0 38.0 19.0 65.0

Effective Green, g (s) 38.0 38.0 19.0 65.0

Actuated g/C Ratio 0.58 0.58 0.29 1.00

Clearance Time (s) 4.0 4.0 4.0

Lane Grp Cap (vph) 2973 2973 1459 1583

v/s Ratio Prot 0.07 c0.39 c0.10

v/s Ratio Perm 0.16

v/c Ratio 0.12 0.67 0.34 0.16

Uniform Delay, d1 6.0 9.2 18.0 0.0

Progression Factor 1.00 1.00 1.00 1.00

Incremental Delay, d2 0.1 1.2 0.6 0.2

Delay (s) 6.1 10.5 18.7 0.2

Level of Service A B B A

Approach Delay (s) 6.1 10.5 12.4

Approach LOS A B B

Intersection Summary

HCM Average Control Delay 10.4 HCM Level of Service B

HCM Volume to Capacity ratio 0.56

Actuated Cycle Length (s) 65.0 Sum of lost time (s) 8.0

Intersection Capacity Utilization 28.3% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2035 No Action AM

6: Ridgegate Pkwy & I25 WB-to-SB on-ramp 6/18/2014

10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 2

Movement EBL EBT WBT WBR SEL SER

Lane Configurations

Volume (vph) 0 0 0 0 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s)

Lane Util. Factor

Frt

Flt Protected

Satd. Flow (prot)

Flt Permitted

Satd. Flow (perm)

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 0 0 0 0 0

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 0 0 0 0 0 0

Turn Type Perm

Protected Phases 4 8

Permitted Phases 8

Actuated Green, G (s)

Effective Green, g (s)

Actuated g/C Ratio

Clearance Time (s)

Lane Grp Cap (vph)

v/s Ratio Prot

v/s Ratio Perm

v/c Ratio

Uniform Delay, d1

Progression Factor

Incremental Delay, d2

Delay (s)

Level of Service

Approach Delay (s) 0.0 0.0 0.0

Approach LOS A A A

Intersection Summary

HCM Average Control Delay 0.0 HCM Level of Service A

HCM Volume to Capacity ratio 0.00

Actuated Cycle Length (s) 20.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 28.3% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2035 No Action AM

9: Ridgegate Pkwy & I25 EB-to-NB on-ramp 6/18/2014

10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 3

Movement EBT EBR WBL WBT NWL NWR

Lane Configurations

Volume (vph) 0 0 0 0 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s)

Lane Util. Factor

Frt

Flt Protected

Satd. Flow (prot)

Flt Permitted

Satd. Flow (perm)

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 0 0 0 0 0

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 0 0 0 0 0 0

Turn Type Perm

Protected Phases 4 8

Permitted Phases 4

Actuated Green, G (s)

Effective Green, g (s)

Actuated g/C Ratio

Clearance Time (s)

Lane Grp Cap (vph)

v/s Ratio Prot

v/s Ratio Perm

v/c Ratio

Uniform Delay, d1

Progression Factor

Incremental Delay, d2

Delay (s)

Level of Service

Approach Delay (s) 0.0 0.0 0.0

Approach LOS A A A

Intersection Summary

HCM Average Control Delay 0.0 HCM Level of Service A

HCM Volume to Capacity ratio 0.00

Actuated Cycle Length (s) 20.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 26.5% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2035 No Action AM

11: Ridgegate Pkwy & I25 WB-to-NB on-ramp 6/18/2014

10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER

Lane Configurations

Volume (vph) 0 650 0 0 1200 0 1090 0 800 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 4.0 4.0 4.0 4.0

Lane Util. Factor 0.91 0.91 0.94 1.00

Frt 1.00 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 4990 1583

Flt Permitted 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 4990 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 707 0 0 1304 0 1185 0 870 0 0

RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0

Lane Group Flow (vph) 0 707 0 0 1304 0 1185 0 870 0 0

Turn Type custom Free

Protected Phases 4 8

Permitted Phases 2 Free

Actuated Green, G (s) 29.0 29.0 28.0 65.0

Effective Green, g (s) 29.0 29.0 28.0 65.0

Actuated g/C Ratio 0.45 0.45 0.43 1.00

Clearance Time (s) 4.0 4.0 4.0

Lane Grp Cap (vph) 2269 2269 2150 1583

v/s Ratio Prot 0.14 0.26

v/s Ratio Perm 0.24 c0.55

v/c Ratio 0.31 0.57 0.55 0.55

Uniform Delay, d1 11.6 13.4 13.8 0.0

Progression Factor 1.00 1.00 1.00 1.00

Incremental Delay, d2 0.4 1.1 1.0 1.4

Delay (s) 11.9 14.5 14.8 1.4

Level of Service B B B A

Approach Delay (s) 11.9 14.5 9.1 0.0

Approach LOS B B A A

Intersection Summary

HCM Average Control Delay 11.3 HCM Level of Service B

HCM Volume to Capacity ratio 0.55

Actuated Cycle Length (s) 65.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 26.5% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2035 No Action AM

14: Ridgegate Pkwy & Havana 6/18/2014

10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 5

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (vph) 150 1250 50 50 2300 150 250 70 80 350 50 400

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00

Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85

Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 3539 1583 1770 3539 1583

Flt Permitted 0.07 1.00 1.00 0.08 1.00 1.00 0.68 1.00 1.00 0.70 1.00 1.00

Satd. Flow (perm) 138 3539 1583 143 3539 1583 1274 3539 1583 1313 3539 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 163 1359 54 54 2500 163 272 76 87 380 54 435

RTOR Reduction (vph) 0 0 27 0 0 45 0 0 71 0 0 102

Lane Group Flow (vph) 163 1359 27 54 2500 119 272 76 16 380 54 333

Turn Type pm+pt Perm pm+pt Perm pm+pt Perm pm+pt Perm

Protected Phases 7 4 3 8 5 2 1 6

Permitted Phases 4 4 8 8 2 2 6 6

Actuated Green, G (s) 58.0 54.0 54.0 60.0 55.0 55.0 36.0 20.0 20.0 34.0 19.0 19.0

Effective Green, g (s) 58.0 54.0 54.0 60.0 55.0 55.0 36.0 20.0 20.0 34.0 19.0 19.0

Actuated g/C Ratio 0.53 0.49 0.49 0.55 0.50 0.50 0.33 0.18 0.18 0.31 0.17 0.17

Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lane Grp Cap (vph) 132 1737 777 152 1770 792 489 643 288 468 611 273

v/s Ratio Prot c0.04 0.38 0.02 c0.71 0.08 0.02 c0.11 0.02

v/s Ratio Perm 0.61 0.02 0.18 0.07 0.10 0.01 0.14 c0.21

v/c Ratio 1.23 0.78 0.03 0.36 1.41 0.15 0.56 0.12 0.05 0.81 0.09 1.22

Uniform Delay, d1 26.7 23.1 14.5 17.8 27.5 14.9 29.4 37.6 37.2 33.7 38.2 45.5

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 154.7 3.6 0.1 6.4 189.0 0.4 4.5 0.4 0.4 14.2 0.3 127.7

Delay (s) 181.3 26.7 14.6 24.2 216.5 15.3 33.9 38.0 37.6 47.9 38.5 173.2

Level of Service F C B C F B C D D D D F

Approach Delay (s) 42.3 200.6 35.4 110.0

Approach LOS D F D F

Intersection Summary

HCM Average Control Delay 129.1 HCM Level of Service F

HCM Volume to Capacity ratio 1.20

Actuated Cycle Length (s) 110.0 Sum of lost time (s) 12.0

Intersection Capacity Utilization 112.2% ICU Level of Service H

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2035 No Action PM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 3210 0 0 4910 20 440 0 40 0 0 180Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 0.86 0.97 0.88 1.00Frt 1.00 1.00 1.00 0.85 0.86Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 5085 6404 3433 2787 1611Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 5085 6404 3433 2787 1611Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 3489 0 0 5337 22 478 0 43 0 0 196RTOR Reduction (vph) 0 0 0 0 0 0 0 0 3 0 0 0Lane Group Flow (vph) 0 3489 0 0 5359 0 478 0 40 0 0 196Turn Type custom custom customProtected Phases 4 8Permitted Phases 2 2 6Actuated Green, G (s) 119.0 119.0 21.0 21.0 21.0Effective Green, g (s) 119.0 119.0 21.0 21.0 21.0Actuated g/C Ratio 0.79 0.79 0.14 0.14 0.14Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 4034 5081 481 390 226v/s Ratio Prot 0.69 c0.84v/s Ratio Perm c0.14 0.01 0.12v/c Ratio 0.86 1.05 0.99 0.10 0.87Uniform Delay, d1 10.2 15.5 64.4 56.3 63.1Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.1 30.2 39.5 0.5 33.4Delay (s) 12.3 45.7 104.0 56.8 96.5Level of Service B D F E FApproach Delay (s) 12.3 45.7 100.1 96.5Approach LOS B D F F

Intersection SummaryHCM Average Control Delay 37.5 HCM Level of Service DHCM Volume to Capacity ratio 1.05Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 106.8% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action PM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 3

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2035 No Action PM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWRLane ConfigurationsVolume (vph) 0 0 0 0 0 0 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0Turn TypeProtected Phases 4 8Permitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0 0.0Approach LOS A A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 110.9% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action PM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 5

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 326 1717 130 261 2913 1098 250 293 489 1685 1087v/c Ratio 1.84 0.95 0.08 0.97 1.71 1.21 1.98 0.35 0.31 1.82 1.69Control Delay 433.4 55.4 0.1 110.4 351.0 125.6 501.5 46.0 0.5 404.3 346.8Queue Delay 0.0 0.0 0.0 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 433.4 55.4 0.1 110.4 352.8 125.6 501.5 46.0 0.5 404.3 346.8Queue Length 50th (ft) ~449 554 0 124 ~1425 ~976 ~353 117 0 ~818 ~1404Queue Length 95th (ft) #643 #656 0 #215 #1504 #1465 #531 162 0 #911 #1670Internal Link Dist (ft) 803 568 495 672Turn Bay Length (ft) 350 200 350 200Base Capacity (vph) 177 1816 1583 270 1707 904 126 834 1583 927 642Starvation Cap Reductn 0 0 0 0 4 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.84 0.95 0.08 0.97 1.71 1.21 1.98 0.35 0.31 1.82 1.69

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action PM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 300 1580 120 240 2680 1010 230 270 450 1550 310 690Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 0.94 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1670Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1670Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 326 1717 130 261 2913 1098 250 293 489 1685 337 750RTOR Reduction (vph) 0 0 0 0 0 78 0 0 0 0 57 0Lane Group Flow (vph) 326 1717 130 261 2913 1020 250 293 489 1685 1030 0Turn Type Prot Free Prot pm+ov Prot Free ProtProtected Phases 7 4 3 8 1 5 2 1 6Permitted Phases Free 8 FreeActuated Green, G (s) 14.0 50.0 140.0 11.0 47.0 73.0 10.0 33.0 140.0 26.0 49.0Effective Green, g (s) 14.0 50.0 140.0 11.0 47.0 73.0 10.0 33.0 140.0 26.0 49.0Actuated g/C Ratio 0.10 0.36 1.00 0.08 0.34 0.52 0.07 0.24 1.00 0.19 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 177 1816 1583 270 1707 825 126 834 1583 927 585v/s Ratio Prot c0.18 0.34 0.08 c0.57 0.23 0.14 0.08 c0.34 c0.62v/s Ratio Perm 0.08 0.41 c0.31v/c Ratio 1.84 0.95 0.08 0.97 1.71 1.24 1.98 0.35 0.31 1.82 1.76Uniform Delay, d1 63.0 43.7 0.0 64.3 46.5 33.5 65.0 44.6 0.0 57.0 45.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 399.9 11.7 0.1 46.9 320.5 116.5 470.0 1.2 0.5 372.2 349.1Delay (s) 462.9 55.3 0.1 111.2 367.0 150.0 535.0 45.7 0.5 429.2 394.6Level of Service F E A F F F F D A F FApproach Delay (s) 113.2 295.6 142.8 415.7Approach LOS F F F F

Intersection SummaryHCM Average Control Delay 274.0 HCM Level of Service FHCM Volume to Capacity ratio 1.66Actuated Cycle Length (s) 140.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 156.5% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action PM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 7

Lane Group EBT WBT SBL SBRLane Group Flow (vph) 3891 2511 1946 1761v/c Ratio 1.07 0.87 1.06 0.63Control Delay 70.4 32.2 85.4 1.1Queue Delay 88.0 203.3 0.0 0.0Total Delay 158.4 235.5 85.4 1.1Queue Length 50th (ft) ~1223 745 ~741 0Queue Length 95th (ft) #1261 814 #832 0Internal Link Dist (ft) 568 185 610Turn Bay Length (ft) 750Base Capacity (vph) 3631 2882 1830 2787Starvation Cap Reductn 567 1153 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.27 1.45 1.06 0.63

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action PM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 8

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 3580 2310 0 1790 1620Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 4.0Lane Util. Factor 0.86 0.91 0.94 0.88Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 6408 5085 4990 2787Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 6408 5085 4990 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 3891 2511 0 1946 1761RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 3891 2511 0 1946 1761Turn Type FreeProtected Phases 4 8 6Permitted Phases FreeActuated Green, G (s) 85.0 85.0 55.0 150.0Effective Green, g (s) 85.0 85.0 55.0 150.0Actuated g/C Ratio 0.57 0.57 0.37 1.00Clearance Time (s) 5.0 5.0 5.0Lane Grp Cap (vph) 3631 2882 1830 2787v/s Ratio Prot c0.61 0.49 c0.39v/s Ratio Perm 0.63v/c Ratio 1.07 0.87 1.06 0.63Uniform Delay, d1 32.5 27.8 47.5 0.0Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 38.4 4.0 40.2 1.1Delay (s) 70.9 31.8 87.7 1.1Level of Service E C F AApproach Delay (s) 70.9 31.8 46.6Approach LOS E C D

Intersection SummaryHCM Average Control Delay 52.3 HCM Level of Service DHCM Volume to Capacity ratio 1.07Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 101.8% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action PM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 9

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBRLane Group Flow (vph) 467 1207 478 76 2630 761 728 402 880 739 772v/c Ratio 1.78 0.65 0.30 0.38 1.66 0.89 1.67 0.77 1.67 1.21 0.49Control Delay 396.4 27.6 0.5 19.5 330.8 38.8 350.9 72.7 348.2 158.3 1.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 396.4 27.6 0.5 19.5 330.8 38.8 350.9 72.7 348.2 158.3 1.1Queue Length 50th (ft) ~635 435 0 30 ~1964 493 ~534 202 ~644 ~461 0Queue Length 95th (ft) #861 511 0 53 #2080 #781 #662 264 #777 #592 0Internal Link Dist (ft) 1017 1023 961 780Turn Bay Length (ft) 175 350 350 250 550 250Base Capacity (vph) 262 1864 1583 201 1581 852 435 519 526 613 1583Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.78 0.65 0.30 0.38 1.66 0.89 1.67 0.77 1.67 1.21 0.49

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action PM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 10

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 430 1110 440 70 2420 700 670 370 0 810 680 710Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 3539 3433 3539 1583Flt Permitted 0.06 1.00 1.00 0.16 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 103 3539 1583 293 3539 1583 3433 3539 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 467 1207 478 76 2630 761 728 402 0 880 739 772RTOR Reduction (vph) 0 0 0 0 0 145 0 0 0 0 0 0Lane Group Flow (vph) 467 1207 478 76 2630 616 728 402 0 880 739 772Turn Type pm+pt Free pm+pt Perm Prot Free Prot FreeProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 Free 8 8 Free FreeActuated Green, G (s) 90.0 79.0 150.0 73.0 67.0 67.0 19.0 22.0 23.0 26.0 150.0Effective Green, g (s) 90.0 79.0 150.0 73.0 67.0 67.0 19.0 22.0 23.0 26.0 150.0Actuated g/C Ratio 0.60 0.53 1.00 0.49 0.45 0.45 0.13 0.15 0.15 0.17 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 262 1864 1583 202 1581 707 435 519 526 613 1583v/s Ratio Prot c0.21 0.34 0.02 0.74 0.21 0.11 c0.26 c0.21v/s Ratio Perm c0.85 0.30 0.17 0.39 c0.49v/c Ratio 1.78 0.65 0.30 0.38 1.66 0.87 1.67 0.77 1.67 1.21 0.49Uniform Delay, d1 52.5 25.5 0.0 22.6 41.5 37.6 65.5 61.6 63.5 62.0 0.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 367.1 1.8 0.5 5.3 301.4 13.9 313.1 10.8 311.1 107.3 1.1Delay (s) 419.6 27.3 0.5 27.8 342.9 51.5 378.6 72.4 374.6 169.3 1.1Level of Service F C A C F D F E F F AApproach Delay (s) 106.5 272.0 269.6 190.6Approach LOS F F F F

Intersection SummaryHCM Average Control Delay 211.4 HCM Level of Service FHCM Volume to Capacity ratio 1.60Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 145.3% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action PM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 11

Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 130 152 76 207 315 2402 16 1728v/c Ratio 0.88 0.38 0.39 0.58 0.93 1.11 0.10 0.97Control Delay 86.6 10.1 39.6 27.2 58.2 76.8 14.8 37.1Queue Delay 0.0 0.0 0.0 0.0 0.0 38.9 0.0 0.0Total Delay 86.6 10.1 39.6 27.2 58.2 115.7 14.8 37.1Queue Length 50th (ft) 73 5 39 62 126 ~830 4 468Queue Length 95th (ft) #179 56 82 135 #287 #968 14 #657Internal Link Dist (ft) 697 613 502 515Turn Bay Length (ft) 200 150Base Capacity (vph) 148 401 194 354 338 2163 161 1783Starvation Cap Reductn 0 0 0 0 0 159 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.88 0.38 0.39 0.58 0.93 1.20 0.10 0.97

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action PM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 12

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 120 10 130 70 10 180 290 2210 0 15 1320 270Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.86 1.00 0.86 1.00 1.00 1.00 0.97Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1770 1604 1770 1598 1770 3539 1770 3449Flt Permitted 0.45 1.00 0.59 1.00 0.10 1.00 0.10 1.00Satd. Flow (perm) 833 1604 1090 1598 177 3539 177 3449Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 130 11 141 76 11 196 315 2402 0 16 1435 293RTOR Reduction (vph) 0 116 0 0 70 0 0 0 0 0 19 0Lane Group Flow (vph) 130 36 0 76 137 0 315 2402 0 16 1709 0Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 16.0 16.0 16.0 16.0 55.0 55.0 46.0 46.0Effective Green, g (s) 16.0 16.0 16.0 16.0 55.0 55.0 46.0 46.0Actuated g/C Ratio 0.18 0.18 0.18 0.18 0.61 0.61 0.51 0.51Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 148 285 194 284 338 2163 161 1763v/s Ratio Prot 0.02 0.09 0.13 c0.68 0.00 c0.50v/s Ratio Perm c0.16 0.07 0.43 0.05v/c Ratio 0.88 0.13 0.39 0.48 0.93 1.11 0.10 0.97Uniform Delay, d1 36.1 31.1 32.7 33.3 26.6 17.5 36.8 21.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 47.2 0.9 5.9 5.8 34.4 57.0 1.2 15.3Delay (s) 83.2 32.0 38.6 39.1 61.0 74.5 38.1 36.6Level of Service F C D D E E D DApproach Delay (s) 55.6 38.9 72.9 36.6Approach LOS E D E D

Intersection SummaryHCM Average Control Delay 57.5 HCM Level of Service EHCM Volume to Capacity ratio 1.02Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 99.4% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

Queues 2035 No Action PM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 13

Lane Group EBT WBL WBT NBT SBL SBTLane Group Flow (vph) 98 978 196 2587 22 1663v/c Ratio 0.19 1.27 0.40 1.36 0.19 0.87Control Delay 15.4 154.7 20.6 185.9 12.9 19.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 15.4 154.7 20.6 185.9 12.9 19.9Queue Length 50th (ft) 23 ~258 60 ~739 4 275Queue Length 95th (ft) 55 #367 112 #878 18 #398Internal Link Dist (ft) 355 646 482 502Turn Bay Length (ft) 150 300Base Capacity (vph) 507 772 488 1900 114 1906Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.19 1.27 0.40 1.36 0.19 0.87

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 No Action PM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 14

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 90 900 0 180 0 2300 80 20 1530 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.97 1.00 0.95 1.00 0.95Frt 0.86 1.00 0.85 0.99 1.00 1.00Flt Protected 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1611 3433 1583 3521 1770 3539Flt Permitted 1.00 0.69 1.00 1.00 0.11 1.00Satd. Flow (perm) 1611 2506 1583 3521 213 3539Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 98 978 0 196 0 2500 87 22 1663 0RTOR Reduction (vph) 0 11 0 0 1 0 0 4 0 0 0 0Lane Group Flow (vph) 0 87 0 978 195 0 0 2583 0 22 1663 0Turn Type Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 20.0 20.0 20.0 35.0 35.0 35.0Effective Green, g (s) 20.0 20.0 20.0 35.0 35.0 35.0Actuated g/C Ratio 0.31 0.31 0.31 0.54 0.54 0.54Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 496 771 487 1896 115 1906v/s Ratio Prot 0.05 0.12 c0.73 0.47v/s Ratio Perm c0.39 0.10v/c Ratio 0.18 1.27 0.40 1.36 0.19 0.87Uniform Delay, d1 16.5 22.5 17.8 15.0 7.7 13.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.8 131.0 2.4 166.6 3.7 5.9Delay (s) 17.2 153.5 20.2 181.6 11.4 18.9Level of Service B F C F B BApproach Delay (s) 17.2 131.2 181.6 18.8Approach LOS B F F B

Intersection SummaryHCM Average Control Delay 118.6 HCM Level of Service FHCM Volume to Capacity ratio 1.33Actuated Cycle Length (s) 65.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 106.8% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2035 No Action PM

3: Ridgegate Pkwy & I25 SB off-ramp 6/18/2014

10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 1

Movement EBL EBT WBT WBR SBL SBR

Lane Configurations

Volume (vph) 0 750 600 0 1860 90

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 4.0 4.0 4.0 4.0

Lane Util. Factor 0.91 0.91 0.94 1.00

Frt 1.00 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 4990 1583

Flt Permitted 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 4990 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 815 652 0 2022 98

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 0 815 652 0 2022 98

Turn Type Free

Protected Phases 4 8 6

Permitted Phases Free

Actuated Green, G (s) 18.0 18.0 39.0 65.0

Effective Green, g (s) 18.0 18.0 39.0 65.0

Actuated g/C Ratio 0.28 0.28 0.60 1.00

Clearance Time (s) 4.0 4.0 4.0

Lane Grp Cap (vph) 1408 1408 2994 1583

v/s Ratio Prot c0.16 0.13 c0.41

v/s Ratio Perm 0.06

v/c Ratio 0.58 0.46 0.68 0.06

Uniform Delay, d1 20.2 19.5 8.7 0.0

Progression Factor 1.00 1.00 1.00 1.00

Incremental Delay, d2 1.7 1.1 1.2 0.1

Delay (s) 22.0 20.6 10.0 0.1

Level of Service C C A A

Approach Delay (s) 22.0 20.6 9.5

Approach LOS C C A

Intersection Summary

HCM Average Control Delay 14.4 HCM Level of Service B

HCM Volume to Capacity ratio 0.64

Actuated Cycle Length (s) 65.0 Sum of lost time (s) 8.0

Intersection Capacity Utilization 63.2% ICU Level of Service B

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2035 No Action PM

6: Ridgegate Pkwy & I25 WB-to-SB on-ramp 6/18/2014

10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 2

Movement EBL EBT WBT WBR SEL SER

Lane Configurations

Volume (vph) 0 0 0 0 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s)

Lane Util. Factor

Frt

Flt Protected

Satd. Flow (prot)

Flt Permitted

Satd. Flow (perm)

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 0 0 0 0 0

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 0 0 0 0 0 0

Turn Type Perm

Protected Phases 4 8

Permitted Phases 8

Actuated Green, G (s)

Effective Green, g (s)

Actuated g/C Ratio

Clearance Time (s)

Lane Grp Cap (vph)

v/s Ratio Prot

v/s Ratio Perm

v/c Ratio

Uniform Delay, d1

Progression Factor

Incremental Delay, d2

Delay (s)

Level of Service

Approach Delay (s) 0.0 0.0 0.0

Approach LOS A A A

Intersection Summary

HCM Average Control Delay 0.0 HCM Level of Service A

HCM Volume to Capacity ratio 0.00

Actuated Cycle Length (s) 20.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 63.2% ICU Level of Service B

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2035 No Action PM

9: Ridgegate Pkwy & I25 EB-to-NB on-ramp 6/18/2014

10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 3

Movement EBT EBR WBL WBT NWL NWR

Lane Configurations

Volume (vph) 0 0 0 0 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s)

Lane Util. Factor

Frt

Flt Protected

Satd. Flow (prot)

Flt Permitted

Satd. Flow (perm)

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 0 0 0 0 0

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 0 0 0 0 0 0

Turn Type Perm

Protected Phases 4 8

Permitted Phases 4

Actuated Green, G (s)

Effective Green, g (s)

Actuated g/C Ratio

Clearance Time (s)

Lane Grp Cap (vph)

v/s Ratio Prot

v/s Ratio Perm

v/c Ratio

Uniform Delay, d1

Progression Factor

Incremental Delay, d2

Delay (s)

Level of Service

Approach Delay (s) 0.0 0.0 0.0

Approach LOS A A A

Intersection Summary

HCM Average Control Delay 0.0 HCM Level of Service A

HCM Volume to Capacity ratio 0.00

Actuated Cycle Length (s) 20.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 31.4% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2035 No Action PM

11: Ridgegate Pkwy & I25 WB-to-NB on-ramp 6/18/2014

10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER

Lane Configurations

Volume (vph) 0 1950 0 0 650 0 210 0 350 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 4.0 4.0 4.0 4.0

Lane Util. Factor 0.91 0.91 0.94 1.00

Frt 1.00 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 4990 1583

Flt Permitted 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 4990 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 2120 0 0 707 0 228 0 380 0 0

RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0

Lane Group Flow (vph) 0 2120 0 0 707 0 228 0 380 0 0

Turn Type custom Free

Protected Phases 4 8

Permitted Phases 2 Free

Actuated Green, G (s) 40.0 40.0 17.0 65.0

Effective Green, g (s) 40.0 40.0 17.0 65.0

Actuated g/C Ratio 0.62 0.62 0.26 1.00

Clearance Time (s) 4.0 4.0 4.0

Lane Grp Cap (vph) 3129 3129 1305 1583

v/s Ratio Prot c0.42 0.14

v/s Ratio Perm 0.05 c0.24

v/c Ratio 0.68 0.23 0.17 0.24

Uniform Delay, d1 8.2 5.6 18.6 0.0

Progression Factor 1.00 1.00 1.00 1.00

Incremental Delay, d2 1.2 0.2 0.3 0.4

Delay (s) 9.4 5.8 18.9 0.4

Level of Service A A B A

Approach Delay (s) 9.4 5.8 7.3 0.0

Approach LOS A A A A

Intersection Summary

HCM Average Control Delay 8.3 HCM Level of Service A

HCM Volume to Capacity ratio 0.53

Actuated Cycle Length (s) 65.0 Sum of lost time (s) 4.0

Intersection Capacity Utilization 31.4% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2035 No Action PM

14: Ridgegate Pkwy & Havana 6/18/2014

10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 5

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (vph) 250 1800 250 80 1100 350 50 50 50 150 70 150

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00

Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85

Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 3539 1583 1770 3539 1583

Flt Permitted 0.08 1.00 1.00 0.09 1.00 1.00 0.56 1.00 1.00 0.72 1.00 1.00

Satd. Flow (perm) 147 3539 1583 159 3539 1583 1051 3539 1583 1341 3539 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 272 1957 272 87 1196 380 54 54 54 163 76 163

RTOR Reduction (vph) 0 0 95 0 0 218 0 0 43 0 0 139

Lane Group Flow (vph) 272 1957 177 87 1196 162 54 54 11 163 76 24

Turn Type pm+pt Perm pm+pt Perm pm+pt Perm pm+pt Perm

Protected Phases 7 4 3 8 5 2 1 6

Permitted Phases 4 4 8 8 2 2 6 6

Actuated Green, G (s) 66.0 58.0 58.0 51.0 47.0 47.0 36.0 22.0 22.0 26.0 16.0 16.0

Effective Green, g (s) 66.0 58.0 58.0 51.0 47.0 47.0 36.0 22.0 22.0 26.0 16.0 16.0

Actuated g/C Ratio 0.60 0.53 0.53 0.46 0.43 0.43 0.33 0.20 0.20 0.24 0.15 0.15

Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lane Grp Cap (vph) 310 1866 835 132 1512 676 449 708 317 356 515 230

v/s Ratio Prot c0.12 c0.55 0.02 0.34 c0.02 0.02 c0.04 0.02

v/s Ratio Perm 0.41 0.11 0.28 0.10 0.02 0.01 c0.07 0.01

v/c Ratio 0.88 1.05 0.21 0.66 0.79 0.24 0.12 0.08 0.03 0.46 0.15 0.10

Uniform Delay, d1 31.6 26.0 13.8 25.5 27.3 20.1 25.8 35.7 35.4 35.3 41.0 40.8

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 27.7 35.0 0.6 22.9 4.3 0.8 0.5 0.2 0.2 4.2 0.6 0.9

Delay (s) 59.2 61.0 14.4 48.4 31.6 20.9 26.3 36.0 35.6 39.5 41.6 41.7

Level of Service E E B D C C C D D D D D

Approach Delay (s) 55.7 30.0 32.6 40.8

Approach LOS E C C D

Intersection Summary

HCM Average Control Delay 44.6 HCM Level of Service D

HCM Volume to Capacity ratio 0.83

Actuated Cycle Length (s) 110.0 Sum of lost time (s) 16.0

Intersection Capacity Utilization 79.2% ICU Level of Service D

Analysis Period (min) 15

c Critical Lane Group

Queues 2035 LPA AM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 1

Lane Group EBT WBT NBL NBR SBRLane Group Flow (vph) 5065 3771 304 337 65v/c Ratio 1.20 0.71 0.83 1.13 0.37Control Delay 112.0 6.4 84.8 151.4 67.2Queue Delay 0.5 0.0 0.0 0.0 0.0Total Delay 112.6 6.4 84.8 151.4 67.2Queue Length 50th (ft) ~2201 371 153 ~217 58Queue Length 95th (ft) #2209 387 #227 #332 110Internal Link Dist (ft) 208 666Turn Bay Length (ft)Base Capacity (vph) 4204 5288 366 297 174Starvation Cap Reductn 4 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 1.21 0.71 0.83 1.13 0.37

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA AM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 4660 0 0 3430 40 280 0 310 0 0 60Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 0.86 0.97 0.88 1.00Frt 1.00 1.00 1.00 0.85 0.86Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 5085 6397 3433 2787 1611Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 5085 6397 3433 2787 1611Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 5065 0 0 3728 43 304 0 337 0 0 65RTOR Reduction (vph) 0 0 0 0 1 0 0 0 0 0 0 2Lane Group Flow (vph) 0 5065 0 0 3770 0 304 0 337 0 0 63Turn Type custom custom customProtected Phases 4 8Permitted Phases 2 2 6Actuated Green, G (s) 124.0 124.0 16.0 16.0 16.0Effective Green, g (s) 124.0 124.0 16.0 16.0 16.0Actuated g/C Ratio 0.83 0.83 0.11 0.11 0.11Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 4204 5288 366 297 172v/s Ratio Prot c1.00 0.59v/s Ratio Perm 0.09 c0.12 0.04v/c Ratio 1.20 0.71 0.83 1.13 0.37Uniform Delay, d1 13.0 5.5 65.7 67.0 62.3Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 94.6 0.5 19.3 93.7 6.0Delay (s) 107.6 6.0 84.9 160.7 68.3Level of Service F A F F EApproach Delay (s) 107.6 6.0 124.7 68.3Approach LOS F A F E

Intersection SummaryHCM Average Control Delay 68.3 HCM Level of Service EHCM Volume to Capacity ratio 1.20Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 109.2% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA AM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 3

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2035 LPA AM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWRLane ConfigurationsVolume (vph) 0 0 0 0 0 0 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0Turn TypeProtected Phases 4 8Permitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0 0.0Approach LOS A A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 128.8% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA AM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 5

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 620 2533 283 565 1196 1457 228 728 326 630 239v/c Ratio 1.82 1.62 0.18 1.77 1.14 1.86 0.64 1.20 0.21 0.44 0.50Control Delay 411.5 315.3 0.2 394.5 122.3 411.8 60.9 153.5 0.3 42.1 36.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 411.5 315.3 0.2 394.5 122.3 411.8 60.9 153.5 0.3 42.1 36.9Queue Length 50th (ft) ~849 ~1212 0 ~394 ~463 ~2029 193 ~422 0 167 139Queue Length 95th (ft) #1085 #1299 0 #513 #560 #2299 287 #551 0 206 226Internal Link Dist (ft) 803 568 495 672Turn Bay Length (ft) 350 200 350 200Base Capacity (vph) 341 1562 1583 319 1053 784 354 607 1583 1426 478Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.82 1.62 0.18 1.77 1.14 1.86 0.64 1.20 0.21 0.44 0.50

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA AM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 570 2330 260 520 1100 1340 210 670 300 580 80 140Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 0.94 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1685Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1685Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 620 2533 283 565 1196 1457 228 728 326 630 87 152RTOR Reduction (vph) 0 0 0 0 0 4 0 0 0 0 45 0Lane Group Flow (vph) 620 2533 283 565 1196 1453 228 728 326 630 194 0Turn Type Prot Free Prot pm+ov Prot Free ProtProtected Phases 7 4 3 8 1 5 2 1 6Permitted Phases Free 8 FreeActuated Green, G (s) 27.0 43.0 140.0 13.0 29.0 69.0 28.0 24.0 140.0 40.0 36.0Effective Green, g (s) 27.0 43.0 140.0 13.0 29.0 69.0 28.0 24.0 140.0 40.0 36.0Actuated g/C Ratio 0.19 0.31 1.00 0.09 0.21 0.49 0.20 0.17 1.00 0.29 0.26Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 341 1562 1583 319 1053 780 354 607 1583 1426 433v/s Ratio Prot c0.35 0.50 0.16 0.24 c0.53 0.13 c0.21 0.13 0.12v/s Ratio Perm 0.18 0.39 0.21v/c Ratio 1.82 1.62 0.18 1.77 1.14 1.86 0.64 1.20 0.21 0.44 0.45Uniform Delay, d1 56.5 48.5 0.0 63.5 55.5 35.5 51.4 58.0 0.0 40.9 43.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 379.6 282.7 0.2 359.5 73.1 393.2 8.7 105.0 0.3 1.0 3.3Delay (s) 436.1 331.2 0.2 423.0 128.6 428.7 60.1 163.0 0.3 41.9 47.0Level of Service F F A F F F E F A D DApproach Delay (s) 322.9 316.1 103.3 43.3Approach LOS F F F D

Intersection SummaryHCM Average Control Delay 260.8 HCM Level of Service FHCM Volume to Capacity ratio 1.72Actuated Cycle Length (s) 140.0 Sum of lost time (s) 20.0Intersection Capacity Utilization 145.6% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA AM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 7

Lane Group EBT WBT SBL SBRLane Group Flow (vph) 3565 1674 3217 1609v/c Ratio 1.28 0.76 1.29 0.58Control Delay 166.7 38.7 166.4 0.9Queue Delay 65.1 239.2 0.0 0.0Total Delay 231.8 277.9 166.4 0.9Queue Length 50th (ft) ~1283 501 ~1416 0Queue Length 95th (ft) #1328 561 #1481 0Internal Link Dist (ft) 568 185 610Turn Bay Length (ft) 750Base Capacity (vph) 2777 2204 2495 2787Starvation Cap Reductn 282 1110 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.43 1.53 1.29 0.58

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA AM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 8

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 3280 1540 0 2960 1480Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 4.0Lane Util. Factor 0.86 0.91 0.94 0.88Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 6408 5085 4990 2787Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 6408 5085 4990 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 3565 1674 0 3217 1609RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 3565 1674 0 3217 1609Turn Type FreeProtected Phases 4 8 6Permitted Phases FreeActuated Green, G (s) 65.0 65.0 75.0 150.0Effective Green, g (s) 65.0 65.0 75.0 150.0Actuated g/C Ratio 0.43 0.43 0.50 1.00Clearance Time (s) 5.0 5.0 5.0Lane Grp Cap (vph) 2777 2204 2495 2787v/s Ratio Prot c0.56 0.33 c0.64v/s Ratio Perm 0.58v/c Ratio 1.28 0.76 1.29 0.58Uniform Delay, d1 42.5 35.9 37.5 0.0Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 130.6 2.5 133.4 0.9Delay (s) 173.1 38.4 170.9 0.9Level of Service F D F AApproach Delay (s) 173.1 38.4 114.2Approach LOS F D F

Intersection SummaryHCM Average Control Delay 122.4 HCM Level of Service FHCM Volume to Capacity ratio 1.29Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 119.7% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA AM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 9

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 728 2772 478 65 1054 511 565 641 152 402 185 174v/c Ratio 1.14 1.34 0.30 0.67 1.06 0.84 1.30 1.09 0.10 1.35 0.41 0.11Control Delay 118.7 182.9 0.5 60.9 97.9 41.6 199.9 119.6 0.1 226.7 63.5 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 118.7 182.9 0.5 60.9 97.9 41.6 199.9 119.6 0.1 226.7 63.5 0.1Queue Length 50th (ft) ~779 ~1851 0 22 ~596 285 ~363 ~369 0 ~264 89 0Queue Length 95th (ft) #1032 #1962 0 #61 #735 #482 #484 #497 0 #375 131 0Internal Link Dist (ft) 1017 1023 961 780Turn Bay Length (ft) 175 350 350 250 550 250Base Capacity (vph) 640 2076 1583 97 991 606 435 590 1583 298 448 1583Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.14 1.34 0.30 0.67 1.06 0.84 1.30 1.09 0.10 1.35 0.41 0.11

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA AM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 10

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 670 2550 440 60 970 470 520 590 140 370 170 160Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 3539 1583 3433 3539 1583Flt Permitted 0.09 1.00 1.00 0.10 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 159 3539 1583 177 3539 1583 3433 3539 1583 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 728 2772 478 65 1054 511 565 641 152 402 185 174RTOR Reduction (vph) 0 0 0 0 0 163 0 0 0 0 0 0Lane Group Flow (vph) 728 2772 478 65 1054 348 565 641 152 402 185 174Turn Type pm+pt Free pm+pt Perm Prot Free Prot FreeProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 Free 8 8 Free FreeActuated Green, G (s) 97.0 88.0 150.0 46.0 42.0 42.0 19.0 25.0 150.0 13.0 19.0 150.0Effective Green, g (s) 97.0 88.0 150.0 46.0 42.0 42.0 19.0 25.0 150.0 13.0 19.0 150.0Actuated g/C Ratio 0.65 0.59 1.00 0.31 0.28 0.28 0.13 0.17 1.00 0.09 0.13 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 640 2076 1583 97 991 443 435 590 1583 298 448 1583v/s Ratio Prot c0.38 c0.78 0.02 0.30 c0.16 c0.18 0.12 0.05v/s Ratio Perm 0.36 0.30 0.19 0.22 0.10 0.11v/c Ratio 1.14 1.34 0.30 0.67 1.06 0.79 1.30 1.09 0.10 1.35 0.41 0.11Uniform Delay, d1 43.8 31.0 0.0 42.4 54.0 49.9 65.5 62.5 0.0 68.5 60.4 0.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 79.9 154.2 0.5 31.2 47.1 13.1 150.5 62.7 0.1 177.7 2.8 0.1Delay (s) 123.7 185.2 0.5 73.6 101.1 63.0 216.0 125.2 0.1 246.2 63.2 0.1Level of Service F F A E F E F F A F E AApproach Delay (s) 151.8 88.0 149.0 145.4Approach LOS F F F F

Intersection SummaryHCM Average Control Delay 137.2 HCM Level of Service FHCM Volume to Capacity ratio 1.28Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 117.4% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA AM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 11

Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 250 261 22 11 87 1478 54 1315v/c Ratio 0.67 0.51 0.10 0.02 0.43 0.80 0.34 0.73Control Delay 39.7 18.4 26.4 0.1 13.8 21.8 12.7 20.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.0Total Delay 39.7 18.4 26.4 0.1 13.8 22.6 12.7 20.1Queue Length 50th (ft) 127 64 9 0 18 343 11 290Queue Length 95th (ft) #213 139 29 0 36 437 24 372Internal Link Dist (ft) 697 613 502 515Turn Bay Length (ft) 200 150Base Capacity (vph) 373 515 221 502 201 1847 161 1803Starvation Cap Reductn 0 0 0 0 0 136 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.67 0.51 0.10 0.02 0.43 0.86 0.34 0.73

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA AM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 12

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 230 10 230 20 0 10 80 1350 10 50 1170 40Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.86 1.00 0.85 1.00 1.00 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1770 1595 1770 1583 1770 3535 1770 3522Flt Permitted 0.75 1.00 0.44 1.00 0.10 1.00 0.09 1.00Satd. Flow (perm) 1398 1595 826 1583 195 3535 162 3522Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 250 11 250 22 0 11 87 1467 11 54 1272 43RTOR Reduction (vph) 0 89 0 0 8 0 0 0 0 0 2 0Lane Group Flow (vph) 250 172 0 22 3 0 87 1478 0 54 1313 0Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 24.0 24.0 24.0 24.0 52.0 47.0 50.0 46.0Effective Green, g (s) 24.0 24.0 24.0 24.0 52.0 47.0 50.0 46.0Actuated g/C Ratio 0.27 0.27 0.27 0.27 0.58 0.52 0.56 0.51Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 373 425 220 422 200 1846 161 1800v/s Ratio Prot 0.11 0.00 c0.02 c0.42 0.01 0.37v/s Ratio Perm c0.18 0.03 0.23 0.17v/c Ratio 0.67 0.40 0.10 0.01 0.43 0.80 0.34 0.73Uniform Delay, d1 29.5 27.1 24.9 24.2 12.4 17.6 13.8 17.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 9.2 2.8 0.9 0.0 6.8 3.8 5.5 2.6Delay (s) 38.7 30.0 25.8 24.3 19.1 21.4 19.3 19.8Level of Service D C C C B C B BApproach Delay (s) 34.2 25.3 21.3 19.8Approach LOS C C C B

Intersection SummaryHCM Average Control Delay 22.6 HCM Level of Service CHCM Volume to Capacity ratio 0.70Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 72.9% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA AM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 13

Lane Group EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 22 33 11 43 1853 65 1500v/c Ratio 0.05 0.05 0.03 0.36 0.88 0.57 0.71Control Delay 4.0 19.1 1.5 17.6 17.6 32.9 11.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 4.0 19.1 1.5 17.6 17.6 32.9 11.3Queue Length 50th (ft) 0 5 0 8 278 14 190Queue Length 95th (ft) 9 14 3 36 #427 #77 260Internal Link Dist (ft) 355 646 482 502Turn Bay Length (ft) 150 300Base Capacity (vph) 427 661 418 118 2094 115 2121Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.05 0.05 0.03 0.36 0.88 0.57 0.71

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA AM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 14

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 20 30 0 10 40 1390 315 60 1360 20Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.97 1.00 1.00 0.95 1.00 0.95Frt 0.86 1.00 0.85 1.00 0.97 1.00 1.00Flt Protected 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1611 3433 1583 1770 3441 1770 3531Flt Permitted 1.00 0.74 1.00 0.11 1.00 0.10 1.00Satd. Flow (perm) 1611 2685 1583 196 3441 191 3531Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 22 33 0 11 43 1511 342 65 1478 22RTOR Reduction (vph) 0 17 0 0 8 0 0 30 0 0 2 0Lane Group Flow (vph) 0 5 0 33 3 0 43 1823 0 65 1498 0Turn Type Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 16.0 16.0 16.0 39.0 39.0 39.0 39.0Effective Green, g (s) 16.0 16.0 16.0 39.0 39.0 39.0 39.0Actuated g/C Ratio 0.25 0.25 0.25 0.60 0.60 0.60 0.60Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 397 661 390 118 2065 115 2119v/s Ratio Prot 0.00 0.00 c0.53 0.42v/s Ratio Perm c0.01 0.22 0.34v/c Ratio 0.01 0.05 0.01 0.36 0.88 0.57 0.71Uniform Delay, d1 18.5 18.7 18.5 6.7 11.1 7.9 9.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.1 0.0 8.5 5.9 18.6 2.0Delay (s) 18.6 18.8 18.5 15.1 17.0 26.5 11.1Level of Service B B B B B C BApproach Delay (s) 18.6 18.8 16.9 11.7Approach LOS B B B B

Intersection SummaryHCM Average Control Delay 14.6 HCM Level of Service BHCM Volume to Capacity ratio 0.64Actuated Cycle Length (s) 65.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 65.7% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

3: Ridgegate Pkwy & I25 SB off-ramp 6/18/2014

2035 LPA AM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 1

Movement EBL EBT WBT WBR SBL SBR

Lane Configurations

Volume (vph) 0 360 1845 0 450 230

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0

Lane Util. Factor 0.91 0.91 0.94 1.00

Frt 1.00 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 4990 1583

Flt Permitted 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 4990 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 391 2005 0 489 250

RTOR Reduction (vph) 0 0 0 0 0 9

Lane Group Flow (vph) 0 391 2005 0 489 241

Turn Type Perm

Protected Phases 2 6 4

Permitted Phases 4

Actuated Green, G (s) 61.0 61.0 29.0 29.0

Effective Green, g (s) 61.0 61.0 29.0 29.0

Actuated g/C Ratio 0.61 0.61 0.29 0.29

Clearance Time (s) 5.0 5.0 5.0 5.0

Lane Grp Cap (vph) 3102 3102 1447 459

v/s Ratio Prot 0.08 c0.39 0.10

v/s Ratio Perm c0.15

v/c Ratio 0.13 0.65 0.34 0.53

Uniform Delay, d1 8.2 12.6 27.9 29.7

Progression Factor 1.00 1.00 1.00 1.00

Incremental Delay, d2 0.1 1.1 0.6 4.3

Delay (s) 8.3 13.6 28.6 34.0

Level of Service A B C C

Approach Delay (s) 8.3 13.6 30.4

Approach LOS A B C

Intersection Summary

HCM Average Control Delay 16.9 HCM Level of Service B

HCM Volume to Capacity ratio 0.61

Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0

Intersection Capacity Utilization 58.2% ICU Level of Service B

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

6: Ridgegate Pkwy & I25 WB-to-SB on-ramp 6/18/2014

2035 LPA AM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 2

Movement EBL EBT WBT WBR SEL SER

Lane Configurations

Volume (vph) 0 1105 2610 710 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0

Lane Util. Factor 0.91 0.91 1.00

Frt 1.00 1.00 0.85

Flt Protected 1.00 1.00 1.00

Satd. Flow (prot) 5085 5085 1583

Flt Permitted 1.00 1.00 1.00

Satd. Flow (perm) 5085 5085 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 1201 2837 772 0 0

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 0 1201 2837 772 0 0

Turn Type Perm

Protected Phases 4 8

Permitted Phases 8

Actuated Green, G (s) 21.0 21.0 21.0

Effective Green, g (s) 21.0 21.0 21.0

Actuated g/C Ratio 1.00 1.00 1.00

Clearance Time (s) 5.0 5.0 5.0

Lane Grp Cap (vph) 5085 5085 1583

v/s Ratio Prot 0.24 c0.56

v/s Ratio Perm 0.49

v/c Ratio 0.24 0.56 0.49

Uniform Delay, d1 0.0 0.0 0.0

Progression Factor 1.00 1.00 1.00

Incremental Delay, d2 0.1 0.3 0.7

Delay (s) 0.1 0.3 0.7

Level of Service A A A

Approach Delay (s) 0.1 0.4 0.0

Approach LOS A A A

Intersection Summary

HCM Average Control Delay 0.3 HCM Level of Service A

HCM Volume to Capacity ratio 0.56

Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 58.2% ICU Level of Service B

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

9: Ridgegate Pkwy & I25 EB-to-NB on-ramp 6/18/2014

2035 LPA AM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 3

Movement EBT EBR WBL WBT NWL NWR

Lane Configurations

Volume (vph) 925 180 0 3320 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0

Lane Util. Factor 0.95 1.00 0.91

Frt 1.00 0.85 1.00

Flt Protected 1.00 1.00 1.00

Satd. Flow (prot) 3539 1583 5085

Flt Permitted 1.00 1.00 1.00

Satd. Flow (perm) 3539 1583 5085

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 1005 196 0 3609 0 0

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 1005 196 0 3609 0 0

Turn Type Perm

Protected Phases 4 8

Permitted Phases 4

Actuated Green, G (s) 21.0 21.0 21.0

Effective Green, g (s) 21.0 21.0 21.0

Actuated g/C Ratio 1.00 1.00 1.00

Clearance Time (s) 5.0 5.0 5.0

Lane Grp Cap (vph) 3539 1583 5085

v/s Ratio Prot 0.28 c0.71

v/s Ratio Perm 0.12

v/c Ratio 0.28 0.12 0.71

Uniform Delay, d1 0.0 0.0 0.0

Progression Factor 1.00 1.00 1.00

Incremental Delay, d2 0.2 0.2 0.9

Delay (s) 0.2 0.2 0.9

Level of Service A A A

Approach Delay (s) 0.2 0.9 0.0

Approach LOS A A A

Intersection Summary

HCM Average Control Delay 0.7 HCM Level of Service A

HCM Volume to Capacity ratio 0.71

Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 68.0% ICU Level of Service C

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

11: Ridgegate Pkwy & I25 WB-to-NB on-ramp 6/18/2014

2035 LPA AM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER

Lane Configurations

Volume (vph) 0 680 0 0 1305 0 1090 0 1315 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 4.0

Lane Util. Factor 0.91 0.91 0.94 1.00

Frt 1.00 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 4990 1583

Flt Permitted 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 4990 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 739 0 0 1418 0 1185 0 1429 0 0

RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0

Lane Group Flow (vph) 0 739 0 0 1418 0 1185 0 1429 0 0

Turn Type custom Free

Protected Phases 2 6 8

Permitted Phases 8 Free

Actuated Green, G (s) 19.6 19.6 15.4 45.0

Effective Green, g (s) 19.6 19.6 15.4 45.0

Actuated g/C Ratio 0.44 0.44 0.34 1.00

Clearance Time (s) 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0

Lane Grp Cap (vph) 2215 2215 1708 1583

v/s Ratio Prot 0.15 0.28 0.24

v/s Ratio Perm c0.90

v/c Ratio 0.33 0.64 0.69 0.90

Uniform Delay, d1 8.4 9.9 12.8 0.0

Progression Factor 1.00 1.00 1.00 1.00

Incremental Delay, d2 0.4 1.4 1.2 8.8

Delay (s) 8.8 11.4 14.0 8.8

Level of Service A B B A

Approach Delay (s) 8.8 11.4 11.2 0.0

Approach LOS A B B A

Intersection Summary

HCM Average Control Delay 10.9 HCM Level of Service B

HCM Volume to Capacity ratio 0.90

Actuated Cycle Length (s) 45.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 68.0% ICU Level of Service C

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

14: Ridgegate Pkwy & Havana 6/18/2014

2035 LPA AM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 5

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (vph) 150 1250 595 410 2300 150 355 75 150 350 70 400

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 5.0

Lane Util. Factor 1.00 0.91 0.88 0.97 0.91 1.00 0.97 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85

Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1770 5085 2787 3433 5085 1583 3433 1863 1583 1770 1863 1583

Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (perm) 1770 5085 2787 3433 5085 1583 3433 1863 1583 1770 1863 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 163 1359 647 446 2500 163 386 82 163 380 76 435

RTOR Reduction (vph) 0 0 228 0 0 42 0 0 0 0 0 7

Lane Group Flow (vph) 163 1359 419 446 2500 121 386 82 163 380 76 428

Turn Type Prot pm+ov Prot pm+ov Prot Free Prot pm+ov

Protected Phases 5 2 7 1 6 3 7 4 3 8 5

Permitted Phases 2 6 Free 8

Actuated Green, G (s) 17.0 58.0 82.0 27.0 68.0 97.0 24.0 16.0 150.0 29.0 21.0 38.0

Effective Green, g (s) 17.0 58.0 82.0 27.0 68.0 97.0 24.0 16.0 150.0 29.0 21.0 38.0

Actuated g/C Ratio 0.11 0.39 0.55 0.18 0.45 0.65 0.16 0.11 1.00 0.19 0.14 0.25

Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lane Grp Cap (vph) 201 1966 1524 618 2305 1076 549 199 1583 342 261 401

v/s Ratio Prot 0.09 0.27 0.04 0.13 c0.49 0.02 c0.11 0.04 c0.21 0.04 c0.12

v/s Ratio Perm 0.11 0.05 0.10 0.15

v/c Ratio 0.81 0.69 0.27 0.72 1.08 0.11 0.70 0.41 0.10 1.11 0.29 1.07

Uniform Delay, d1 64.9 38.5 18.1 58.0 41.0 10.1 59.6 62.6 0.0 60.5 57.8 56.0

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 28.7 2.0 0.4 7.1 46.3 0.2 7.4 6.2 0.1 82.1 2.8 63.6

Delay (s) 93.6 40.5 18.6 65.1 87.3 10.3 67.0 68.8 0.1 142.6 60.6 119.6

Level of Service F D B E F B E E A F E F

Approach Delay (s) 38.0 80.1 50.0 124.4

Approach LOS D F D F

Intersection Summary

HCM Average Control Delay 69.7 HCM Level of Service E

HCM Volume to Capacity ratio 1.02

Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.0

Intersection Capacity Utilization 91.8% ICU Level of Service F

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

15: Access 1 & Havana 6/18/2014

2035 LPA AM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 6

Movement EBL EBR NBL NBT SBT SBR

Lane Configurations

Volume (vph) 120 0 50 400 350 725

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 0.97 1.00 1.00 1.00 1.00

Frt 1.00 1.00 1.00 1.00 0.85

Flt Protected 0.95 0.95 1.00 1.00 1.00

Satd. Flow (prot) 3433 1770 1863 1863 1583

Flt Permitted 0.95 0.54 1.00 1.00 1.00

Satd. Flow (perm) 3433 999 1863 1863 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 130 0 54 435 380 788

RTOR Reduction (vph) 0 0 0 0 0 369

Lane Group Flow (vph) 130 0 54 435 380 419

Turn Type Perm Perm Perm

Protected Phases 4 2 6

Permitted Phases 4 2 6

Actuated Green, G (s) 3.3 15.1 15.1 15.1 15.1

Effective Green, g (s) 3.3 15.1 15.1 15.1 15.1

Actuated g/C Ratio 0.12 0.53 0.53 0.53 0.53

Clearance Time (s) 5.0 5.0 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 399 531 991 991 842

v/s Ratio Prot c0.04 0.23 0.20

v/s Ratio Perm 0.05 c0.26

v/c Ratio 0.33 0.10 0.44 0.38 0.50

Uniform Delay, d1 11.5 3.3 4.1 3.9 4.2

Progression Factor 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 0.5 0.1 0.3 0.2 0.5

Delay (s) 12.0 3.4 4.4 4.2 4.7

Level of Service B A A A A

Approach Delay (s) 12.0 4.3 4.5

Approach LOS B A A

Intersection Summary

HCM Average Control Delay 5.0 HCM Level of Service A

HCM Volume to Capacity ratio 0.47

Actuated Cycle Length (s) 28.4 Sum of lost time (s) 10.0

Intersection Capacity Utilization 56.6% ICU Level of Service B

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

19: Access 2 & Havana 6/18/2014

2035 LPA AM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 7

Movement EBL EBR NBL NBT SBT SBR

Lane Configurations

Volume (vph) 60 20 55 455 150 200

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00

Frt 1.00 0.85 1.00 1.00 0.92

Flt Protected 0.95 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1770 1583 1770 1863 1719

Flt Permitted 0.95 1.00 0.54 1.00 1.00

Satd. Flow (perm) 1770 1583 999 1863 1719

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 65 22 60 495 163 217

RTOR Reduction (vph) 0 20 0 0 98 0

Lane Group Flow (vph) 65 2 60 495 282 0

Turn Type Perm Perm

Protected Phases 4 2 6

Permitted Phases 4 2

Actuated Green, G (s) 2.0 2.0 10.5 10.5 10.5

Effective Green, g (s) 2.0 2.0 10.5 10.5 10.5

Actuated g/C Ratio 0.09 0.09 0.47 0.47 0.47

Clearance Time (s) 5.0 5.0 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 157 141 466 869 802

v/s Ratio Prot c0.04 c0.27 0.16

v/s Ratio Perm 0.00 0.06

v/c Ratio 0.41 0.01 0.13 0.57 0.35

Uniform Delay, d1 9.7 9.4 3.4 4.4 3.8

Progression Factor 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 1.8 0.0 0.1 0.9 0.3

Delay (s) 11.5 9.4 3.5 5.2 4.1

Level of Service B A A A A

Approach Delay (s) 10.9 5.0 4.1

Approach LOS B A A

Intersection Summary

HCM Average Control Delay 5.2 HCM Level of Service A

HCM Volume to Capacity ratio 0.54

Actuated Cycle Length (s) 22.5 Sum of lost time (s) 10.0

Intersection Capacity Utilization 39.3% ICU Level of Service A

Analysis Period (min) 15

c Critical Lane Group

Queues 2035 LPA PM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 1

Lane Group EBT WBT NBL NBR SBRLane Group Flow (vph) 3228 5359 478 43 196v/c Ratio 0.80 1.06 0.99 0.11 0.87Control Delay 10.8 47.2 103.0 49.2 96.3Queue Delay 1.4 0.0 0.0 0.0 0.0Total Delay 12.2 47.2 103.0 49.2 96.3Queue Length 50th (ft) 563 ~1664 244 17 191Queue Length 95th (ft) 608 #1661 #364 39 #335Internal Link Dist (ft) 208 666Turn Bay Length (ft)Base Capacity (vph) 4034 5079 481 396 226Starvation Cap Reductn 567 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.93 1.06 0.99 0.11 0.87

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA PM3: Lincoln Ave & Frontage Rd. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 2970 0 0 4910 20 440 0 40 0 0 180Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 0.86 0.97 0.88 1.00Frt 1.00 1.00 1.00 0.85 0.86Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 5085 6404 3433 2787 1611Flt Permitted 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 5085 6404 3433 2787 1611Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 3228 0 0 5337 22 478 0 43 0 0 196RTOR Reduction (vph) 0 0 0 0 0 0 0 0 6 0 0 0Lane Group Flow (vph) 0 3228 0 0 5359 0 478 0 37 0 0 196Turn Type custom custom customProtected Phases 4 8Permitted Phases 2 2 6Actuated Green, G (s) 119.0 119.0 21.0 21.0 21.0Effective Green, g (s) 119.0 119.0 21.0 21.0 21.0Actuated g/C Ratio 0.79 0.79 0.14 0.14 0.14Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 4034 5081 481 390 226v/s Ratio Prot 0.63 c0.84v/s Ratio Perm c0.14 0.01 0.12v/c Ratio 0.80 1.05 0.99 0.09 0.87Uniform Delay, d1 8.8 15.5 64.4 56.2 63.1Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.2 30.2 39.5 0.5 33.4Delay (s) 10.0 45.7 104.0 56.7 96.5Level of Service A D F E FApproach Delay (s) 10.0 45.7 100.1 96.5Approach LOS A D F F

Intersection SummaryHCM Average Control Delay 37.4 HCM Level of Service DHCM Volume to Capacity ratio 1.05Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 106.8% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA PM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 3

Lane GroupLane Group Flow (vph)v/c RatioControl DelayQueue DelayTotal DelayQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2035 LPA PM9: Lincoln Ave & I25 WB-to-SB on-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWRLane ConfigurationsVolume (vph) 0 0 0 0 0 0 0 0 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 0 0 0 0 0 0 0 0Turn TypeProtected Phases 4 8Permitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s) 0.0 0.0 0.0 0.0Approach LOS A A A A

Intersection SummaryHCM Average Control Delay 0.0 HCM Level of Service AHCM Volume to Capacity ratio 0.00Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0Intersection Capacity Utilization 104.7% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA PM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 5

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 326 1717 130 261 2913 1098 250 293 489 1217 870v/c Ratio 1.72 0.93 0.08 0.82 1.64 1.12 1.64 0.58 0.31 0.95 1.50Control Delay 379.2 52.4 0.1 82.7 320.3 84.6 355.7 61.2 0.5 66.5 265.8Queue Delay 0.0 0.0 0.0 0.0 14.3 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 379.2 52.4 0.1 82.7 334.6 84.6 355.7 61.2 0.5 66.5 265.8Queue Length 50th (ft) ~437 547 0 122 ~1400 ~818 ~329 133 0 388 ~1052Queue Length 95th (ft) #631 #620 0 #191 #1479 #1409 #507 183 0 #479 #1309Internal Link Dist (ft) 803 568 495 672Turn Bay Length (ft) 350 200 350 200Base Capacity (vph) 190 1852 1583 319 1780 981 152 506 1583 1283 580Starvation Cap Reductn 0 0 0 0 34 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.72 0.93 0.08 0.82 1.67 1.12 1.64 0.58 0.31 0.95 1.50

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA PM12: Lincoln Ave & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 300 1580 120 240 2680 1010 230 270 450 1120 260 540Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 0.94 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1674Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 5085 1583 3433 5085 1583 1770 3539 1583 4990 1674Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 326 1717 130 261 2913 1098 250 293 489 1217 283 587RTOR Reduction (vph) 0 0 0 0 0 20 0 0 0 0 53 0Lane Group Flow (vph) 326 1717 130 261 2913 1078 250 293 489 1217 817 0Turn Type Prot Free Prot pm+ov Prot Free ProtProtected Phases 7 4 3 8 1 5 2 1 6Permitted Phases Free 8 FreeActuated Green, G (s) 15.0 51.0 140.0 13.0 49.0 85.0 12.0 20.0 140.0 36.0 44.0Effective Green, g (s) 15.0 51.0 140.0 13.0 49.0 85.0 12.0 20.0 140.0 36.0 44.0Actuated g/C Ratio 0.11 0.36 1.00 0.09 0.35 0.61 0.09 0.14 1.00 0.26 0.31Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 190 1852 1583 319 1780 961 152 506 1583 1283 526v/s Ratio Prot c0.18 0.34 0.08 c0.57 0.29 c0.14 0.08 0.24 c0.49v/s Ratio Perm 0.08 0.39 c0.31v/c Ratio 1.72 0.93 0.08 0.82 1.64 1.12 1.64 0.58 0.31 0.95 1.55Uniform Delay, d1 62.5 42.7 0.0 62.3 45.5 27.5 64.0 56.1 0.0 51.1 48.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 343.4 9.6 0.1 20.3 289.0 68.7 317.7 4.8 0.5 15.5 257.8Delay (s) 405.9 52.3 0.1 82.7 334.5 96.2 381.7 60.8 0.5 66.6 305.8Level of Service F D A F F F F E A E FApproach Delay (s) 102.2 257.9 110.0 166.3Approach LOS F F F F

Intersection SummaryHCM Average Control Delay 186.6 HCM Level of Service FHCM Volume to Capacity ratio 1.56Actuated Cycle Length (s) 140.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 144.7% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA PM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 7

Lane Group EBT WBT SBL SBRLane Group Flow (vph) 3424 2511 1946 1761v/c Ratio 0.99 0.91 0.99 0.63Control Delay 47.0 37.7 63.3 1.1Queue Delay 84.1 230.5 0.0 0.0Total Delay 131.1 268.2 63.3 1.1Queue Length 50th (ft) 935 795 667 0Queue Length 95th (ft) #1014 869 #784 0Internal Link Dist (ft) 568 185 610Turn Bay Length (ft) 750Base Capacity (vph) 3460 2746 1963 2787Starvation Cap Reductn 603 1088 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.20 1.51 0.99 0.63

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA PM15: Lincoln Ave & I25 SB off-ramp 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 8

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 3150 2310 0 1790 1620Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 4.0Lane Util. Factor 0.86 0.91 0.94 0.88Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 6408 5085 4990 2787Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 6408 5085 4990 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 3424 2511 0 1946 1761RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 3424 2511 0 1946 1761Turn Type FreeProtected Phases 4 8 6Permitted Phases FreeActuated Green, G (s) 81.0 81.0 59.0 150.0Effective Green, g (s) 81.0 81.0 59.0 150.0Actuated g/C Ratio 0.54 0.54 0.39 1.00Clearance Time (s) 5.0 5.0 5.0Lane Grp Cap (vph) 3460 2746 1963 2787v/s Ratio Prot c0.53 0.49 c0.39v/s Ratio Perm 0.63v/c Ratio 0.99 0.91 0.99 0.63Uniform Delay, d1 34.1 31.4 45.2 0.0Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 13.1 6.1 18.4 1.1Delay (s) 47.1 37.4 63.6 1.1Level of Service D D E AApproach Delay (s) 47.1 37.4 33.9Approach LOS D D C

Intersection SummaryHCM Average Control Delay 39.5 HCM Level of Service DHCM Volume to Capacity ratio 0.99Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 95.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA PM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 9

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBRLane Group Flow (vph) 467 1207 478 76 2467 76 728 402 880 739 772v/c Ratio 1.70 0.66 0.30 0.39 1.61 0.11 1.67 0.74 1.67 1.16 0.49Control Delay 362.7 28.4 0.5 20.4 307.3 17.0 350.9 69.8 348.2 141.3 1.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 362.7 28.4 0.5 20.4 307.3 17.0 350.9 69.8 348.2 141.3 1.1Queue Length 50th (ft) ~624 441 0 30 ~1815 28 ~534 200 ~644 ~448 0Queue Length 95th (ft) #850 518 0 54 #1935 61 #662 262 #777 #580 0Internal Link Dist (ft) 1017 1023 961 780Turn Bay Length (ft) 175 350 350 250 550 250Base Capacity (vph) 274 1840 1583 197 1534 701 435 543 526 637 1583Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.70 0.66 0.30 0.39 1.61 0.11 1.67 0.74 1.67 1.16 0.49

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA PM19: Lincoln Ave & Yosemite St. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 10

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 430 1110 440 70 2270 70 670 370 0 810 680 710Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 3539 3433 3539 1583Flt Permitted 0.06 1.00 1.00 0.16 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 106 3539 1583 292 3539 1583 3433 3539 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 467 1207 478 76 2467 76 728 402 0 880 739 772RTOR Reduction (vph) 0 0 0 0 0 15 0 0 0 0 0 0Lane Group Flow (vph) 467 1207 478 76 2467 61 728 402 0 880 739 772Turn Type pm+pt Free pm+pt Perm Prot Free Prot FreeProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 Free 8 8 Free FreeActuated Green, G (s) 89.0 78.0 150.0 71.0 65.0 65.0 19.0 23.0 23.0 27.0 150.0Effective Green, g (s) 89.0 78.0 150.0 71.0 65.0 65.0 19.0 23.0 23.0 27.0 150.0Actuated g/C Ratio 0.59 0.52 1.00 0.47 0.43 0.43 0.13 0.15 0.15 0.18 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 274 1840 1583 197 1534 686 435 543 526 637 1583v/s Ratio Prot c0.22 0.34 0.02 0.70 0.21 0.11 c0.26 c0.21v/s Ratio Perm c0.79 0.30 0.17 0.04 c0.49v/c Ratio 1.70 0.66 0.30 0.39 1.61 0.09 1.67 0.74 1.67 1.16 0.49Uniform Delay, d1 52.4 26.2 0.0 23.6 42.5 25.0 65.5 60.6 63.5 61.5 0.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 332.1 1.8 0.5 5.6 276.8 0.3 313.1 8.8 311.1 88.7 1.1Delay (s) 384.5 28.1 0.5 29.2 319.3 25.3 378.6 69.4 374.6 150.2 1.1Level of Service F C A C F C F E F F AApproach Delay (s) 99.3 302.3 268.6 184.7Approach LOS F F F F

Intersection SummaryHCM Average Control Delay 211.1 HCM Level of Service FHCM Volume to Capacity ratio 1.54Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 141.1% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA PM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 11

Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 141 141 33 87 315 2283 11 1728v/c Ratio 0.61 0.36 0.16 0.25 0.93 1.06 0.07 0.97Control Delay 46.5 10.2 33.8 11.9 58.2 55.5 13.7 37.1Queue Delay 0.0 0.0 0.0 0.0 0.0 40.7 0.0 0.0Total Delay 46.5 10.2 33.8 11.9 58.2 96.2 13.7 37.1Queue Length 50th (ft) 75 5 16 5 126 ~757 3 468Queue Length 95th (ft) #147 55 43 45 #287 #898 11 #657Internal Link Dist (ft) 697 613 502 515Turn Bay Length (ft) 200 150Base Capacity (vph) 232 392 203 350 338 2161 161 1783Starvation Cap Reductn 0 0 0 0 0 178 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.61 0.36 0.16 0.25 0.93 1.15 0.07 0.97

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA PM24: Private Access & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 12

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 130 10 120 30 10 70 290 2090 10 10 1320 270Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.86 1.00 0.87 1.00 1.00 1.00 0.97Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1770 1605 1770 1619 1770 3537 1770 3449Flt Permitted 0.70 1.00 0.61 1.00 0.10 1.00 0.10 1.00Satd. Flow (perm) 1305 1605 1142 1619 177 3537 177 3449Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 141 11 130 33 11 76 315 2272 11 11 1435 293RTOR Reduction (vph) 0 107 0 0 62 0 0 0 0 0 19 0Lane Group Flow (vph) 141 34 0 33 25 0 315 2283 0 11 1709 0Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 16.0 16.0 16.0 16.0 55.0 55.0 46.0 46.0Effective Green, g (s) 16.0 16.0 16.0 16.0 55.0 55.0 46.0 46.0Actuated g/C Ratio 0.18 0.18 0.18 0.18 0.61 0.61 0.51 0.51Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 232 285 203 288 338 2162 161 1763v/s Ratio Prot 0.02 0.02 0.13 c0.65 0.00 c0.50v/s Ratio Perm c0.11 0.03 0.43 0.03v/c Ratio 0.61 0.12 0.16 0.09 0.93 1.06 0.07 0.97Uniform Delay, d1 34.1 31.1 31.3 30.9 26.6 17.5 36.7 21.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 11.3 0.9 1.7 0.6 34.4 36.1 0.8 15.3Delay (s) 45.4 31.9 33.0 31.5 61.0 53.6 37.5 36.6Level of Service D C C C E D D DApproach Delay (s) 38.7 31.9 54.5 36.6Approach LOS D C D D

Intersection SummaryHCM Average Control Delay 46.4 HCM Level of Service DHCM Volume to Capacity ratio 0.93Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 90.1% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

Queues 2035 LPA PM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 13

Lane Group EBT WBL WBT NBT SBL SBTLane Group Flow (vph) 98 337 65 2587 22 1663v/c Ratio 0.24 0.55 0.17 1.22 0.19 0.78Control Delay 17.1 25.3 19.9 122.0 10.8 13.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 17.1 25.3 19.9 122.0 10.8 13.2Queue Length 50th (ft) 23 59 19 ~687 4 230Queue Length 95th (ft) 58 97 48 #827 16 316Internal Link Dist (ft) 355 646 482 502Turn Bay Length (ft) 150 300Base Capacity (vph) 415 617 392 2117 115 2123Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.24 0.55 0.17 1.22 0.19 0.78

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis 2035 LPA PM27: Station Way & Park Meadows Dr. 10/24/2012

10/19/2012 Synchro 7 - ReportJacobs (KMB) Page 14

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 90 310 0 60 0 2300 80 20 1530 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.97 1.00 0.95 1.00 0.95Frt 0.86 1.00 0.85 0.99 1.00 1.00Flt Protected 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1611 3433 1583 3521 1770 3539Flt Permitted 1.00 0.69 1.00 1.00 0.10 1.00Satd. Flow (perm) 1611 2506 1583 3521 191 3539Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 98 337 0 65 0 2500 87 22 1663 0RTOR Reduction (vph) 0 19 0 0 2 0 0 4 0 0 0 0Lane Group Flow (vph) 0 79 0 337 63 0 0 2583 0 22 1663 0Turn Type Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 16.0 16.0 16.0 39.0 39.0 39.0Effective Green, g (s) 16.0 16.0 16.0 39.0 39.0 39.0Actuated g/C Ratio 0.25 0.25 0.25 0.60 0.60 0.60Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 397 617 390 2113 115 2123v/s Ratio Prot 0.05 0.04 c0.73 0.47v/s Ratio Perm c0.13 0.12v/c Ratio 0.20 0.55 0.16 1.22 0.19 0.78Uniform Delay, d1 19.4 21.3 19.2 13.0 5.9 9.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.1 3.5 0.9 104.7 3.7 3.0Delay (s) 20.5 24.8 20.1 117.7 9.5 12.8Level of Service C C C F A BApproach Delay (s) 20.5 24.0 117.7 12.7Approach LOS C C F B

Intersection SummaryHCM Average Control Delay 70.7 HCM Level of Service EHCM Volume to Capacity ratio 1.03Actuated Cycle Length (s) 65.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 90.0% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

3: Ridgegate Pkwy & I25 SB off-ramp 6/18/2014

2035 LPA PM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 1

Movement EBL EBT WBT WBR SBL SBR

Lane Configurations

Volume (vph) 0 765 640 0 1860 90

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0

Lane Util. Factor 0.91 0.91 0.94 1.00

Frt 1.00 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 4990 1583

Flt Permitted 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 4990 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 832 696 0 2022 98

RTOR Reduction (vph) 0 0 0 0 0 17

Lane Group Flow (vph) 0 832 696 0 2022 81

Turn Type Perm

Protected Phases 2 6 4

Permitted Phases 4

Actuated Green, G (s) 26.0 26.0 54.0 54.0

Effective Green, g (s) 26.0 26.0 54.0 54.0

Actuated g/C Ratio 0.29 0.29 0.60 0.60

Clearance Time (s) 5.0 5.0 5.0 5.0

Lane Grp Cap (vph) 1469 1469 2994 950

v/s Ratio Prot c0.16 0.14 c0.41

v/s Ratio Perm 0.05

v/c Ratio 0.57 0.47 0.68 0.09

Uniform Delay, d1 27.2 26.4 12.1 7.6

Progression Factor 1.00 1.00 1.00 1.00

Incremental Delay, d2 1.6 1.1 1.2 0.2

Delay (s) 28.8 27.5 13.3 7.8

Level of Service C C B A

Approach Delay (s) 28.8 27.5 13.1

Approach LOS C C B

Intersection Summary

HCM Average Control Delay 19.4 HCM Level of Service B

HCM Volume to Capacity ratio 0.64

Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0

Intersection Capacity Utilization 153.7% ICU Level of Service H

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

6: Ridgegate Pkwy & I25 WB-to-SB on-ramp 6/18/2014

2035 LPA PM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 2

Movement EBL EBT WBT WBR SEL SER

Lane Configurations

Volume (vph) 0 3865 885 1470 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0

Lane Util. Factor 0.91 0.91 1.00

Frt 1.00 1.00 0.85

Flt Protected 1.00 1.00 1.00

Satd. Flow (prot) 5085 5085 1583

Flt Permitted 1.00 1.00 1.00

Satd. Flow (perm) 5085 5085 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 4201 962 1598 0 0

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 0 4201 962 1598 0 0

Turn Type Perm

Protected Phases 4 8

Permitted Phases 8

Actuated Green, G (s) 21.0 21.0 21.0

Effective Green, g (s) 21.0 21.0 21.0

Actuated g/C Ratio 1.00 1.00 1.00

Clearance Time (s) 5.0 5.0 5.0

Lane Grp Cap (vph) 5085 5085 1583

v/s Ratio Prot 0.83 0.19

v/s Ratio Perm c1.01

v/c Ratio 0.83 0.19 1.01

Uniform Delay, d1 0.0 0.0 10.5

Progression Factor 1.00 1.00 1.00

Incremental Delay, d2 1.6 0.1 24.3

Delay (s) 1.6 0.1 34.8

Level of Service A A C

Approach Delay (s) 1.6 21.7 0.0

Approach LOS A C A

Intersection Summary

HCM Average Control Delay 9.3 HCM Level of Service A

HCM Volume to Capacity ratio 1.01

Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 153.7% ICU Level of Service H

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

9: Ridgegate Pkwy & I25 EB-to-NB on-ramp 6/18/2014

2035 LPA PM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 3

Movement EBT EBR WBL WBT NWL NWR

Lane Configurations

Volume (vph) 2865 1000 0 2045 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0

Lane Util. Factor 0.95 1.00 0.91

Frt 1.00 0.85 1.00

Flt Protected 1.00 1.00 1.00

Satd. Flow (prot) 3539 1583 5085

Flt Permitted 1.00 1.00 1.00

Satd. Flow (perm) 3539 1583 5085

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 3114 1087 0 2223 0 0

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 3114 1087 0 2223 0 0

Turn Type Perm

Protected Phases 4 8

Permitted Phases 4

Actuated Green, G (s) 21.0 21.0 21.0

Effective Green, g (s) 21.0 21.0 21.0

Actuated g/C Ratio 1.00 1.00 1.00

Clearance Time (s) 5.0 5.0 5.0

Lane Grp Cap (vph) 3539 1583 5085

v/s Ratio Prot c0.88 0.44

v/s Ratio Perm 0.69

v/c Ratio 0.88 0.69 0.44

Uniform Delay, d1 0.0 0.0 0.0

Progression Factor 1.00 1.00 1.00

Incremental Delay, d2 1.9 1.3 0.3

Delay (s) 1.9 1.3 0.3

Level of Service A A A

Approach Delay (s) 1.8 0.3 0.0

Approach LOS A A A

Intersection Summary

HCM Average Control Delay 1.3 HCM Level of Service A

HCM Volume to Capacity ratio 0.88

Actuated Cycle Length (s) 21.0 Sum of lost time (s) 0.0

Intersection Capacity Utilization 83.4% ICU Level of Service E

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

11: Ridgegate Pkwy & I25 WB-to-NB on-ramp 6/18/2014

2035 LPA PM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 4

Movement EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER

Lane Configurations

Volume (vph) 0 1965 0 0 1325 650 210 0 585 0 0

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 4.0 5.0 4.0

Lane Util. Factor 0.91 0.91 1.00 0.94 1.00

Frt 1.00 1.00 0.85 1.00 0.85

Flt Protected 1.00 1.00 1.00 0.95 1.00

Satd. Flow (prot) 5085 5085 1583 4990 1583

Flt Permitted 1.00 1.00 1.00 0.95 1.00

Satd. Flow (perm) 5085 5085 1583 4990 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 0 2136 0 0 1440 707 228 0 636 0 0

RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0

Lane Group Flow (vph) 0 2136 0 0 1440 707 228 0 636 0 0

Turn Type Free custom Free

Protected Phases 2 6 8

Permitted Phases Free 8 Free

Actuated Green, G (s) 70.6 70.6 90.0 9.4 90.0

Effective Green, g (s) 70.6 70.6 90.0 9.4 90.0

Actuated g/C Ratio 0.78 0.78 1.00 0.10 1.00

Clearance Time (s) 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0

Lane Grp Cap (vph) 3989 3989 1583 521 1583

v/s Ratio Prot c0.42 0.28 0.05

v/s Ratio Perm c0.45 0.40

v/c Ratio 0.54 0.36 0.45 0.44 0.40

Uniform Delay, d1 3.6 2.9 0.0 37.8 0.0

Progression Factor 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 0.5 0.3 0.9 0.6 0.8

Delay (s) 4.1 3.2 0.9 38.4 0.8

Level of Service A A A D A

Approach Delay (s) 4.1 2.4 10.7 0.0

Approach LOS A A B A

Intersection Summary

HCM Average Control Delay 4.5 HCM Level of Service A

HCM Volume to Capacity ratio 0.52

Actuated Cycle Length (s) 90.0 Sum of lost time (s) 5.0

Intersection Capacity Utilization 83.4% ICU Level of Service E

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

14: Ridgegate Pkwy & Havana 6/18/2014

2035 LPA PM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 5

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (vph) 250 1800 500 245 1100 350 725 75 495 150 80 150

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 0.91 0.88 0.97 0.91 1.00 0.97 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85

Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1770 5085 2787 3433 5085 1583 3433 1863 1583 1770 1863 1583

Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (perm) 1770 5085 2787 3433 5085 1583 3433 1863 1583 1770 1863 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 272 1957 543 266 1196 380 788 82 538 163 87 163

RTOR Reduction (vph) 0 0 155 0 0 191 0 0 54 0 0 6

Lane Group Flow (vph) 272 1957 388 266 1196 189 788 82 484 163 87 157

Turn Type Prot pm+ov Prot pm+ov Prot pm+ov Prot pm+ov

Protected Phases 5 2 7 1 6 3 7 4 1 3 8 5

Permitted Phases 2 6 4 8

Actuated Green, G (s) 26.0 56.0 86.0 18.0 48.0 69.0 30.0 25.0 43.0 21.0 16.0 42.0

Effective Green, g (s) 26.0 56.0 86.0 18.0 48.0 69.0 30.0 25.0 43.0 21.0 16.0 42.0

Actuated g/C Ratio 0.19 0.40 0.61 0.13 0.34 0.49 0.21 0.18 0.31 0.15 0.11 0.30

Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lane Grp Cap (vph) 329 2034 1712 441 1743 780 736 333 486 266 213 475

v/s Ratio Prot 0.15 c0.38 0.05 0.08 0.24 0.04 c0.23 0.04 c0.13 0.09 0.05 0.06

v/s Ratio Perm 0.09 0.08 0.18 0.04

v/c Ratio 0.83 0.96 0.23 0.60 0.69 0.24 1.07 0.25 1.00 0.61 0.41 0.33

Uniform Delay, d1 54.8 41.0 12.1 57.6 39.5 20.4 55.0 49.4 48.4 55.7 57.6 38.1

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 20.6 12.8 0.3 6.0 2.2 0.7 53.7 1.8 39.8 10.1 5.7 1.9

Delay (s) 75.5 53.8 12.4 63.6 41.8 21.2 108.7 51.2 88.2 65.8 63.3 40.0

Level of Service E D B E D C F D F E E D

Approach Delay (s) 47.8 40.7 97.5 55.1

Approach LOS D D F E

Intersection Summary

HCM Average Control Delay 57.1 HCM Level of Service E

HCM Volume to Capacity ratio 1.02

Actuated Cycle Length (s) 140.0 Sum of lost time (s) 20.0

Intersection Capacity Utilization 86.2% ICU Level of Service E

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

15: Access 2 & Havana 6/18/2014

2035 LPA PM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 6

Movement EBL EBR NBL NBT SBT SBR

Lane Configurations

Volume (vph) 745 0 20 650 500 325

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 4.0

Lane Util. Factor 0.97 1.00 1.00 1.00 1.00

Frt 1.00 1.00 1.00 1.00 0.85

Flt Protected 0.95 0.95 1.00 1.00 1.00

Satd. Flow (prot) 3433 1770 1863 1863 1583

Flt Permitted 0.95 0.34 1.00 1.00 1.00

Satd. Flow (perm) 3433 638 1863 1863 1583

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 810 0 22 707 543 353

RTOR Reduction (vph) 0 0 0 0 0 0

Lane Group Flow (vph) 810 0 22 707 543 353

Turn Type Perm Perm Free

Protected Phases 4 2 6

Permitted Phases 4 2 Free

Actuated Green, G (s) 15.1 22.7 22.7 22.7 47.8

Effective Green, g (s) 15.1 22.7 22.7 22.7 47.8

Actuated g/C Ratio 0.32 0.47 0.47 0.47 1.00

Clearance Time (s) 5.0 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 1084 303 885 885 1583

v/s Ratio Prot c0.24 c0.38 0.29

v/s Ratio Perm 0.03 0.22

v/c Ratio 0.75 0.07 0.80 0.61 0.22

Uniform Delay, d1 14.6 6.8 10.6 9.3 0.0

Progression Factor 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 2.9 0.1 5.1 1.3 0.3

Delay (s) 17.5 6.9 15.7 10.6 0.3

Level of Service B A B B A

Approach Delay (s) 17.5 15.4 6.5

Approach LOS B B A

Intersection Summary

HCM Average Control Delay 12.8 HCM Level of Service B

HCM Volume to Capacity ratio 0.78

Actuated Cycle Length (s) 47.8 Sum of lost time (s) 10.0

Intersection Capacity Utilization 63.8% ICU Level of Service B

Analysis Period (min) 15

c Critical Lane Group

HCM Signalized Intersection Capacity Analysis

19: Access 3 & Havana 6/18/2014

2035 LPA PM-without mitigation 10/19/2012 Synchro 7 - Report

Jacobs (KMB) Page 7

Movement EBL EBR NBL NBT SBT SBR

Lane Configurations

Volume (vph) 400 125 25 175 400 100

Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900

Total Lost time (s) 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00

Frt 1.00 0.85 1.00 1.00 0.97

Flt Protected 0.95 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1770 1583 1770 1863 1812

Flt Permitted 0.95 1.00 0.30 1.00 1.00

Satd. Flow (perm) 1770 1583 564 1863 1812

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 435 136 27 190 435 109

RTOR Reduction (vph) 0 85 0 0 11 0

Lane Group Flow (vph) 435 51 27 190 533 0

Turn Type Perm Perm

Protected Phases 4 2 6

Permitted Phases 4 2

Actuated Green, G (s) 19.4 19.4 22.5 22.5 22.5

Effective Green, g (s) 19.4 19.4 22.5 22.5 22.5

Actuated g/C Ratio 0.37 0.37 0.43 0.43 0.43

Clearance Time (s) 5.0 5.0 5.0 5.0 5.0

Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 662 592 245 808 786

v/s Ratio Prot c0.25 0.10 c0.29

v/s Ratio Perm 0.03 0.05

v/c Ratio 0.66 0.09 0.11 0.24 0.68

Uniform Delay, d1 13.5 10.5 8.7 9.3 11.8

Progression Factor 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 2.4 0.1 0.2 0.2 2.3

Delay (s) 15.8 10.6 8.9 9.4 14.1

Level of Service B B A A B

Approach Delay (s) 14.6 9.4 14.1

Approach LOS B A B

Intersection Summary

HCM Average Control Delay 13.5 HCM Level of Service B

HCM Volume to Capacity ratio 0.67

Actuated Cycle Length (s) 51.9 Sum of lost time (s) 10.0

Intersection Capacity Utilization 57.6% ICU Level of Service B

Analysis Period (min) 15

c Critical Lane Group