Appendix B: Traffic and Level-of-Service Calculations...BaseFree-flow speed (mph) 60 75 Lanes Adjt....
26
Appendix B: Traffic and Level-of-Service Calculations Contents: Table B-1: Development of Daily Volume-Based LOS Thresholds Table B-2: Basic Freeway Segments: Highway Capacity Manual Analysis – Existing Volumes Table B-3: Ramp Junctions: Highway Capacity Manual Analysis – Existing Volumes Intersection LOS printouts – Existing Conditions (5 pgs) Table B-4: Basic Freeway Segments: Highway Capacity Manual Analysis – 2030 Volumes, with Existing Interchanges Table B-5: Ramp Junctions: Highway Capacity Manual Analysis – 2030 Volumes, with Existing Interchanges Intersection LOS printouts – 2030 with Existing Interchanges (4 pgs) Table B-6: Basic Freeway Segments: Highway Capacity Manual Analysis – 2030 Volumes, with New Interchanges Table B-7: Ramp Junctions: Highway Capacity Manual Analysis – 2030 Volumes, with New Interchanges Intersection LOS printouts – 2030 with New Interchanges (3 pgs)
Transcript of Appendix B: Traffic and Level-of-Service Calculations...BaseFree-flow speed (mph) 60 75 Lanes Adjt....
Appendix B: Traffic and Level-of-Service Calculations
Contents: Table B-1: Development of Daily Volume-Based LOS Thresholds Table B-2: Basic Freeway Segments: Highway Capacity Manual
Analysis – Existing Volumes Table B-3: Ramp Junctions: Highway Capacity Manual Analysis –
Existing Volumes Intersection LOS printouts – Existing Conditions (5 pgs) Table B-4: Basic Freeway Segments: Highway Capacity Manual
Analysis – 2030 Volumes, with Existing Interchanges Table B-5: Ramp Junctions: Highway Capacity Manual Analysis –
2030 Volumes, with Existing Interchanges Intersection LOS printouts – 2030 with Existing Interchanges (4 pgs) Table B-6: Basic Freeway Segments: Highway Capacity Manual
Analysis – 2030 Volumes, with New Interchanges Table B-7: Ramp Junctions: Highway Capacity Manual Analysis –
2030 Volumes, with New Interchanges Intersection LOS printouts – 2030 with New Interchanges (3 pgs)
Table B-1: Development of Daily Volume-Based LOS Thresholds
Input Parameters Urban Rural Free-Flow Speeds (mph) Input Parameters Class I Class III Class IV Urban Street Class Based on Functional and Design CategoriesBaseFree-flow speed (mph) 60 75 Lanes Adjt. FFS LOS Density Signal Density 0.8 5 10 Exhibit 10-3, Highway Capacity Manual 2000
Lane width 12 12 Urban A 11 Free-Flow Speed 50 35 30Shoulder width >6 >6 2 4.5 50.5 B 18 Cycle Length 110 80 70 Functional CategoryTerrain (level, rolling, mountainous) level level 3 3.0 52.0 C 26 Effective green ratio 0.45 0.45 0.45 Principal Minor% Trucks 5% 10% 4 1.5 53.5 D 35 Adj. Sat. flow rate 1850 1750 1700 High-Speed I N/AEt 1.5 1.5 5 0.0 55.0 E 45 Arrival type 3 4 5 Suburban II IIFhv 0.976 0.952 Rural Unit extension 3 3 3 Intermediate II III or IVPHF 0.9 0.85 2 0.0 75.0 Initial queue 0 0 0 Urban III or IV IVInterchanges per mile 1.5 0.5 3 0.0 75.0 K Factor = 0.09 Other delay 0 0 0Population factor 1.0 1.0 4 0.0 75.0 D Factor = 0.55 Peak-hour factor 0.9 0.9 0.9
5 0.0 75.0 % lefts 10 10 10 K Factor = 0.10Base Free-flow Speed (mph) 60 75 % rights 10 10 10 D Factor = 0.60Lane Width Adjt. (Ex 23-4, HCM 2000) 0.0 0.0 Left-turn bays Yes Yes YesLateral Clearance Adjt. (Ex 23-5) 0.0 0.0 Lane utilization factorInterchange Density (Ex 23-7) 5.0 0.0
Lanes LOS-A LOS-B LOS-C LOS-D LOS-E Lanes LOS-A LOS-B LOS-C LOS-D LOS-E Lanes LOS-A LOS-B LOS-C LOS-D LOS-E Lanes LOS-A LOS-B LOS-C LOS-D LOS-EUrban Urban 1 N/A 841 910 998 1115 2 N/A 14,000 15,100 16,600 18,500
2 976 1596 2306 3104 3991 4 19,700 32,200 46,500 62,700 80,600 2 N/A 1683 1820 1986 2230 4 N/A 28,000 30,300 33,100 37,1003 1507 2466 3561 4794 6164 6 30,400 49,800 71,900 96,800 124,500 3 N/A 2524 2720 2984 3355 6 N/A 42,000 45,300 49,700 55,9004 2067 3382 4885 6577 8456 8 41,700 68,300 98,600 132,800 170,800 4 N/A 3375 3629 3972 4471 8 N/A 56,200 60,400 66,200 74,5005 2656 4346 6278 8451 10866 10 53,600 87,800 126,800 170,700 219,500 1 N/A N/A 655 832 871 2 N/A N/A 10,900 13,800 14,500
Rural Rural 2 N/A N/A 1438 1663 1741 4 N/A N/A 23,900 27,700 29,0002 1336 2186 3157 4250 5464 4 26,900 44,100 63,700 85,800 110,300 3 N/A N/A 2230 2495 2612 6 N/A N/A 37,100 41,500 43,5003 2004 3279 4736 6375 8196 6 40,400 66,200 95,600 128,700 165,500 4 N/A N/A 3023 3326 3483 8 N/A N/A 50,300 55,400 58,0004 2671 4371 6314 8500 10929 8 53,900 88,300 127,500 171,700 220,700 1 N/A N/A 470 763 832 2 N/A N/A 7,800 12,700 13,8005 3339 5464 7893 10625 13661 10 67,400 110,300 159,400 214,600 275,900 2 N/A N/A 1008 1565 1653 4 N/A N/A 16,800 26,000 27,500
Note: Daily volume thresholds rounded down to the nearest 100. 3 N/A N/A 1526 2358 2485 6 N/A N/A 25,400 39,300 41,4004 N/A N/A 2093 3150 3316 8 N/A N/A 34,800 52,500 55,2001 N/A N/A 528 763 783 2 N/A N/A 8,800 12,700 13,0002 N/A N/A 1174 1536 1585 4 N/A N/A 19,500 25,600 26,4003 N/A N/A 1859 2318 2377 6 N/A N/A 30,900 38,600 39,6004 N/A N/A 2553 3091 3179 8 N/A N/A 42,500 51,500 52,900
Note: Daily volume thresholds rounded down to the nearest 100.
DesignCategory
Daily Volumes Two-Way (vehicles/day)
Class IV Urban Street
Adjusted Service Volumes One-way (vehicles/hour) Daily Volumes Two-Way (vehicles/day)
Class I Urban Street
Class II Urban Street
Class III Urban Street
Class IV Urban Street
1010
Yes1.00/0.952/0.908
300
0.9
Urban Streets
Class I Urban Street
Class II34090
0.451800
4
Maximum Density (pc/mi/ln)
(For all rural freeways use 0.0,Exhibit 23-6, HCM 2000)
Adjusted Service Volumes One-way (vehicles/hour)
Freeways
Assumptions Assumptions
Class II Urban Street
Class III Urban Street
Table B-2: Basic Freeway Segments: Highway Capacity Manual Analysis - Existing Volumes
Free-Peak- Driver flow Flow Avg. pax- DensityHour Auto Auto Pop. Speed Rate car speed (pax-car/
Existing Factor Lanes Terrain % Equiv % Equiv Factor (mph)* (pcphpl) (mph) lane/mi)
East Hills to 1750 1091 0.83 2 1.4% 1.5 0% 1.2 1.0 65 661 65 10.2 A1750 to 1900 off 1116 0.83 2 7950' @ 0.00% 1.4% 1.5 0% 1.2 1.0 70 676 70 9.7 A1900 on to Church off 1085 0.89 2 4100' @ 0.00%, 3750' @ +1.79%, 2800' @ -0.72%, 3300' @ +0.70%, 1850' @ -0.28% 1.4% 1.5 0% 1.2 1.0 70 613 70 8.8 AChurch on to 1400 off 1053 0.89 2 6950' @ -0.28%, 575' @ -2.43% 1.3% 1.5 0% 1.2 1.0 70 595 70 8.5 A1400 on to Evening Star off 1100 0.89 2 2055' @ -2.43%, 2270' @ +1.18%, 950' @ +2.96%, 1000' @ +0.50%, 1150' @ +1.60%, 2200' @ +0.50%, 538' @ +1.18% 1.3% 1.5 0% 1.2 1.0 70 621 70 8.9 AEvening Star on to Edgerton off 1093 0.89 2 662' @ +1.18%, 1400' @ -0.84%, 3400' @ -0.30%, 2354' @ -0.50% 1.3% 1.5 0% 1.2 1.0 70 617 70 8.8 AEdgerton on to Lexington off 1094 0.89 2 546' @ -0.50%, 2300' @ +1.21%, 2050' @ +3.00%, 3650' @ -3.00%, 1100' @ +2.31%, 710' @ -3.00% 1.3% 1.5 0% 1.2 1.0 70 618 70 8.8 ALexington on to Kill Creek off 1344 0.89 2 2792' @ -3.00%, 3000' @ +3.00%, 2125' @ +1.10% 1.3% 1.5 0% 3.0 1.0 70 759 70 10.8 AKill Creek on to Cedar Creek off 1441 0.89 2 4500' @ +1.10%, 5650' @ -2.82%, 4300' @ +0.17%, 6580' @ +2.89% 1.3% 2.5 0% 3.0 1.0 70 822 70 11.7 BCedar Creek on to K-7 off 1546 0.92 2 420' @ +2.89%, 3590' @ -1.50%, 4037' @ +1.88%, 1685' @ +0.40% 1.5% 1.5 0% 1.2 1.0 70 849 70 12.1 BK-7 on to Woodland off 2123 0.94 2 118' @ +0.40%, 1750' @ +0.57%, 800' @ -0.3%, 2150' @ +0.60%, 2550' @ -1.70%, 3115' @ -0.76% 2.0% 1.5 0% 1.2 1.0 70 1141 70 16.3 BWoodland on to Ridgeview off 2316 0.94 2 2385' @ -3.55%, 2700' @ +3.06%, 225' @ -3.04% 2.0% 1.5 0% 1.2 1.0 70 1244 70 17.8 BRidgeview on to Renner off 2418 0.94 2 2.0% 1.5 0% 1.2 1.0 65 1299 65 20.0 CRenner on to I-435 off 2993 0.94 2 2.9% 1.5 0% 1.2 1.0 65 1616 64.8 24.9 C
I-435 on to Renner off 3041 0.86 2 2.9% 1.5 0% 1.2 1.0 65 1795 63.9 28.1 DRenner on to Ridgeview off 3450 0.86 2 2.9% 1.5 0% 1.2 1.0 65 2036 60.8 33.5 DRidgeview on to Woodland off 3124 0.86 2 225' @ +3.04%, 2700' @ -3.06%, 2385' @ +3.55% 2.9% 2.0 0% 2.5 1.0 70 1871 67 27.9 DWoodland on to K-7 off 2794 0.95 2 3115' @ +0.76%, 2550' @ +1.70%, 2150' @ -0.60%, 800' @ +0.30%, 1750' @ -0.57%, 118' @ -0.40% 1.2% 1.5 0% 1.2 1.0 70 1478 69.9 21.2 CK-7 on to Cedar Creek off 1959 0.90 2 1685' @ -0.40%, 4037' @ -1.88%, 3590' @ +1.50%, 420' @ -2.89% 1.2% 1.5 0% 1.2 1.0 70 1094 70 15.6 BCedar Creek on to Kill Creek off 1916 0.90 2 6580' @ -2.89%, 4300' @ -0.17%, 5650' @ +2.62%, 4500' @ -1.10% 1.2% 1.5 0% 1.2 1.0 70 1070 70 15.3 BKill Creek on to Lexington off 1685 0.90 2 2125' @ -1.10%, 3000' @ -3.00%, 2792' @ +3.00% 1.2% 1.5 0% 3.0 1.0 70 941 70 13.4 BLexington on to Edgerton off 1664 0.90 2 742' @ -2.31%, 3650' @ +3.00%, 2050' @ -3.00%, 2300' @ -1.21%, 546' @ +0.50% 1.2% 1.5 0% 3.0 1.0 70 929 70 13.3 BEdgerton on to Evening Star off 1648 0.90 2 2354' @ +0.50%, 3400' @ +0.30%, 1400' @ +0.84%, 662' @ -1.18% 1.2% 1.5 0% 1.2 1.0 70 920 70 13.1 BEvening Star on to 1400 off 1653 0.90 2 538' @ -1.18%, 2200' @ -0.50%, 1150' @ -1.60%, 1000' @ -0.50%, 950' @ -2.96%, 2270' @ -1.18%, 2055' @ +2.43% 1.2% 1.5 0% 1.2 1.0 70 923 70 13.2 B1400 on to Church off 1549 0.90 2 575' @ +2.43%, 6950' @ +0.28% 1.2% 1.5 0% 1.2 1.0 70 865 70 12.4 BChurch on to 1900 off 1442 0.92 2 1850' @ +0.28%, 3300' @ -0.70%, 2800' @ +0.72%, 3750' @ -1.79%, 4100' @ 0.00% 0.9% 1.5 0% 1.2 1.0 70 788 70 11.3 B1900 on to 1750 1433 0.92 2 7950' @ 0.00% 0.9% 1.5 0% 1.2 1.0 65 783 65 12.0 B
xxx - From field dataxxx - Actual grade entered into HCS
InputsHeavy RVsVehsVolume
(vph)
ResultsExisting
LOSLocationP.M. Peak Hour
K-10 Westbound
Table B-3: Ramp Junctions: Highway Capacity Manual Analysis - Existing Volumes
Free- Free- Accel Speed (mph)flow Volume Peak- Driver flow Volume or decel Peak- Driver Volume Peak- Separ- Driver Ramp
speed Hour Auto Auto Pop speed length Hour Auto Auto Pop Hour ation Auto Auto Pop Density Influ. Outer AllLanes (mph) Existing Factor Terrain % Equiv % Equiv Adj. Side Lanes (mph) Existing (ft) Terrain* Factor % Equiv % Equiv Adj. Existing Factor Position Type Dist (ft) Terrain % Equiv % Equiv Adj. (pc/mi/ln) LOS Area Lanes Vehs.
K-10 Eastbound1900 off 2 70 1116 0.83 7230' @ 0.00% 1.4 1.5 0% 1.2 1.0 right 1 35 96 660 690' @ 3.00% 0.73 0.0% 1.5 0.0% 1.2 1.00 9.9 A 57.7 n/a 57.71900 on 2 70 1020 0.89 3270' @ 0.00% 1.4 1.5 0% 1.2 1.0 right 1 35 65 840 860' @ -3.00% 0.63 1.7% 1.5 0.0% 1.2 1.00 10.0 A 62.3 n/a 62.3Church off 2 70 1085 0.89 1130' @ -0.28% 1.4 1.5 0% 1.2 1.0 right 1 35 160 610 635' @ 3.00% 0.83 2.3% 1.5 0.0% 1.2 1.00 9.3 A 57.5 n/a 57.5Church on 2 70 925 0.89 6000' @ -0.28% 1.3 1.5 0% 1.2 1.0 right 1 35 128 750 740' @ -3.00% 0.94 0.9% 1.5 0.0% 1.2 1.00 9.9 A 62.1 n/a 62.11400 off 2 70 1053 0.89 8230' @ -0.28% 1.3 1.5 0% 1.2 1.0 right 1 35 12 800 795' @ -3.00% 0.75 0.0% 1.5 0.0% 1.2 1.00 7.3 A 58.0 n/a 58.01400 on 2 70 1041 0.89 1320' @ -2.43% 1.3 1.5 0% 1.2 1.0 right 1 35 59 970 950' @ 3.00% 0.81 3.4% 1.5 0.0% 1.2 1.00 9.1 A 62.5 n/a 62.5Evening Star off 2 70 1100 0.89 1670' @ +0.50% 1.3 1.5 0% 1.2 1.0 right 1 35 16 816 425' @ -1.32% 0.61 0.0% 1.5 0.0% 1.2 1.00 7.6 A 58.0 n/a 58.0Evening Star on 2 70 1084 0.89 1040' @ -0.84% 1.3 1.5 0% 1.2 1.0 right 1 35 9 1013 550' @ 2.87% 0.44 0.0% 1.5 0.0% 1.2 1.00 8.8 A 62.6 n/a 62.6Edgerton off 2 70 1093 0.89 1200' @ -0.50% 1.3 1.5 0% 1.2 1.0 right 1 35 6 858 325' @ -1.64% 0.50 0.0% 1.5 0.0% 1.2 1.00 7.1 A 58.0 n/a 58.0Edgerton on 2 70 1087 0.89 1930' @ +1.21% 1.3 1.5 0% 1.2 1.0 right 1 35 7 927 425' @ 2.34% 0.67 0.0% 1.5 0.0% 1.2 1.00 9.3 A 62.5 n/a 62.5Lexington off 2 70 1094 0.89 3580' @ -3.00% 1.3 1.5 0% 1.2 1.0 right 1 35 82 651 180' @ -4.47% 0.89 2.4% 1.5 0.0% 1.2 1.00 9.0 A 57.8 n/a 57.8Lexington on 2 70 1012 0.89 3655' @ -3.00% 1.3 1.5 0% 1.2 1.0 right 1 35 332 1370 860' @ 4.47% 0.84 29.4% 1.5 0.0% 1.2 1.00 9.1 A 63.2 n/a 63.2Kill Creek off 2 70 1344 0.89 1145' @ +1.10% 1.3 1.5 0% 1.2 1.0 right 1 35 44 655 390' @ 4.91% 0.54 11.6% 1.5 0.0% 2.5 1.00 11.4 B 57.8 n/a 57.8Kill Creek on 2 70 1300 0.89 3660' @ +1.10% 1.3 1.5 0% 1.2 1.0 right 1 35 141 860 75' @ 1.78% 0.87 3.6% 1.5 0.0% 1.2 1.00 12.7 B 62.1 n/a 62.1Cedar Creek off 2 70 1441 0.89 5720' @ +2.89% 1.3 2.5 0% 3.0 1.0 right 1 35 33 680 690' @ -3.00% 0.85 2.9% 1.5 0.0% 1.2 1.00 12.3 B 57.9 n/a 57.9Cedar Creek on 2 70 1408 0.92 3115' @ -1.50% 1.5 1.5 0% 1.2 1.0 right 1 35 138 860 860' @ 3.00% 0.80 2.2% 1.5 0.0% 1.2 1.00 13.4 B 62.1 n/a 62.1Woodland off 2 70 2123 0.94 2300' @ -0.76% 2.0 1.5 0% 1.2 1.0 right 1 35 53 600 250' @ -5.74% 0.75 5.9% 1.5 0.0% 1.2 1.00 18.5 B 57.8 n/a 57.8Woodland on 2 70 2070 0.94 1540' @ -3.55% 2.0 1.5 0% 1.2 1.0 right 1 35 246 835 860' @ 3.00% 0.94 3.6% 1.5 0.0% 1.2 1.00 19.5 B 61.3 n/a 61.3Ridgeview off 2 70 2316 0.94 1900' @ +3.06% 2.0 2.0 0% 2.5 1.0 right 1 35 183 710 690' @ 3.00% 0.95 1.6% 1.5 0.0% 1.2 1.00 19.5 B 57.5 n/a 57.5Ridgeview on 2 70 2133 0.94 level 2.0 1.5 0% 1.2 1.0 right 1 35 285 840 860' @ -3.00% 0.83 3.2% 1.5 0.0% 1.2 1.00 20.6 C 61.1 n/a 61.1Renner off 2 65 2418 0.94 level 2.0 1.5 0% 1.2 1.0 right 1 35 200 500 2100' @ -3.00% 0.65 1.6% 1.5 0.0% 1.2 1.00 22.1 C 54.5 n/a 54.5
K-10 WestboundRenner on 2 65 2956 0.86 level 2.9 1.5 0% 1.2 1.0 right 1 35 494 500 1600' @ 3.00% 0.75 0.6% 1.5 0.0% 1.2 1.00 34.4 D 52.7 n/a 52.7Ridgeview off 2 70 3450 0.86 level 2.9 1.5 0% 1.2 1.0 right 1 35 539 550 540' @ 3.00% 0.91 1.7% 1.5 0.0% 1.2 1.00 34.3 D 56.5 n/a 56.5Ridgeview on 2 70 2911 0.86 1850' @ -3.06% 2.9 1.5 0% 1.2 1.0 right 1 35 213 500 900' @ -3.00% 0.73 1.9% 1.5 0.0% 1.2 1.00 31.3 D 57.4 n/a 57.4Woodland off 2 70 3124 0.86 1309' @ +3.55% 2.9 2.0 0% 2.5 1.0 right 1 35 369 590 580' @ -3.00% 0.98 0.5% 1.5 0.0% 1.2 1.00 31.1 D 57.1 n/a 57.1Woodland on 2 70 2755 0.95 2330' @ +0.76% 1.2 1.5 0% 1.2 1.0 right 1 35 39 1390 150' @ 3.98% 0.70 28.2% 1.5 0.0% 1.2 1.00 20.0 B 61.6 n/a 61.6Cedar Creek off 2 70 1959 0.90 3040' @ +1.50% 1.2 1.5 0% 1.2 1.0 right 1 35 109 640 635' @ -3.00% 0.89 0.0% 1.5 0.0% 1.2 1.00 17.3 B 57.7 n/a 57.7Cedar Creek on 2 70 1850 0.90 5800' @ -2.89% 1.2 1.5 0% 1.2 1.0 right 1 35 66 850 860' @ 3.00% 0.89 0.0% 1.5 0.0% 1.2 1.00 16.8 B 61.7 n/a 61.7Kill Creek off 2 70 1916 0.90 3675' @ -1.10% 1.2 1.5 0% 1.2 1.0 right 1 35 273 660 275' @ -1.55% 0.84 2.3% 1.5 0.0% 1.2 1.00 16.7 B 57.2 n/a 57.2Kill Creek on 2 70 1643 0.90 1125' @ -1.10% 1.2 1.5 0% 1.2 1.0 right 1 35 42 860 350' @ -4.77% 0.83 3.0% 1.5 0.0% 1.2 1.00 14.8 B 62.0 n/a 62.0Lexington off 2 70 1685 0.90 2389' @ +3.00% 1.2 1.5 0% 1.2 1.0 right 1 35 184 910 540' @ -2.58% 0.91 1.5% 1.5 0.0% 1.2 1.00 12.2 B 57.5 n/a 57.5Lexington on 2 70 1501 0.90 3142' @ +3.00% 1.2 1.5 0% 3.0 1.0 right 1 35 163 822 225' @ 1.28% 0.82 2.0% 1.5 0.0% 1.2 1.00 14.9 B 61.9 n/a 61.9Edgerton off 2 70 1664 0.90 1780' @ -1.21% 1.2 1.5 0% 1.2 1.0 right 1 35 20 816 370' @ -4.29% 0.88 0.0% 1.5 0.0% 1.2 1.00 12.9 B 58.0 n/a 58.0Edgerton on 2 70 1644 0.90 1500' @ +0.50% 1.2 1.5 0% 1.2 1.0 right 1 35 4 1013 425' @ 4.75% 0.50 0.0% 1.5 0.0% 2.5 1.00 13.5 B 62.3 n/a 62.3Evening Star off 2 70 1648 0.90 750' @ +0.84% 1.2 1.5 0% 1.2 1.0 right 1 35 12 858 425' @ -3.84% 0.75 6.7% 1.5 0.0% 1.2 1.00 12.4 B 58.0 n/a 58.0Evening Star on 2 70 1636 0.90 1820' @ -0.50% 1.2 1.5 0% 1.2 1.0 right 1 35 17 880 420' @ 2.21% 0.63 0.0% 1.5 0.0% 1.2 1.00 14.4 B 62.0 n/a 62.01400 off 2 70 1653 0.90 1200' @ +2.43% 1.2 1.5 0% 1.2 1.0 right 1 35 129 740 740' @ -3.00% 0.94 0.7% 1.5 0.0% 1.2 1.00 13.5 B 57.7 n/a 57.71400 on 2 70 1524 0.90 6680' @ +0.28% 1.2 1.5 0% 1.2 1.0 right 1 35 25 780 795' @ 3.00% 0.63 0.0% 1.5 0.0% 1.2 1.00 14.2 B 61.9 n/a 61.9Church off 2 70 1549 0.90 7770' @ +0.28% 1.2 1.5 0% 1.2 1.0 right 1 35 188 600 580' @ 3.00% 0.88 1.6% 1.5 0.0% 1.2 1.00 13.7 B 57.5 n/a 57.5Church on 2 70 1361 0.92 1030' @ +0.28% 0.9 1.5 0% 1.2 1.0 right 1 35 81 970 950' @ -3.00% 0.78 1.2% 1.5 0.0% 1.2 1.00 11.8 B 62.4 n/a 62.41900 off 2 70 1442 0.92 3380' @ 0.00% 0.9 1.5 0% 1.2 1.0 right 1 35 81 650 635' @ 3.00% 0.84 2.7% 1.5 0.0% 1.2 1.00 11.9 B 57.8 n/a 57.81900 on 2 70 1361 0.92 7120' @ 0.00% 0.9 1.5 0% 1.2 1.0 right 1 35 72 850 860' @ -3.00% 0.83 5.0% 1.5 0.0% 1.2 1.00 12.4 B 62.1 n/a 62.1
Volume Exceeds
Basic Capacity?
P.M. Peak Hour
Location(vph) (vph) (vph)
RVs
Adjacent Ramp Data (6-lane freeways only)Freeway Mainline Data
Vehs RVsHeavyHeavy
Vehs RVs
Ramp Data
* A ramp grade of 3% (or -3%) was estimated on ramps for which there was no ramp data available on the as-built plans.
Existing
1/14/05
Inputs Results Basic Ramp Capacity Check
Basic Capacity
HeavyVehs
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
2: K
-10
& E
ast H
ills
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 2
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olF
ree
Fre
eS
top
Sto
pG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
4810
5114
213
786
120
633
019
7P
eak
Hou
r F
acto
r0.
630.
900.
580.
500.
890.
630.
430.
250.
500.
550.
250.
52H
ourly
flow
rat
e (v
ph)
7611
6824
415
4810
280
1260
037
9P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Rai
sed
Rai
sed
Med
ian
stor
age
veh)
22
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e15
5811
9221
0228
8658
423
0529
0177
4vC
1, s
tage
1 c
onf v
ol13
2013
2015
5615
56vC
2, s
tage
2 c
onf v
ol78
215
6674
813
44vC
u, u
nblo
cked
vol
1558
1192
2102
2886
584
2305
2901
774
tC, s
ingl
e (s
)4.
14.
17.
56.
56.
97.
56.
56.
9tC
, 2 s
tage
(s)
6.5
5.5
6.5
5.5
tF (
s)2.
22.
23.
54.
03.
33.
54.
03.
3p0
que
ue fr
ee %
8299
010
097
4310
00
cM c
apac
ity (
veh/
h)42
158
10
8145
510
611
734
1
Dire
ctio
n, L
ane
#E
B 1
EB
2E
B 3
EB
4W
B 1
WB
2W
B 3
WB
4N
B 1
SB
1S
B 2
Vol
ume
Tot
al76
584
584
244
774
774
1040
6037
9V
olum
e Le
ft76
00
04
00
028
600
Vol
ume
Rig
ht0
00
240
00
1012
037
9cS
H42
117
0017
0017
0058
117
0017
0017
000
106
341
Vol
ume
to C
apac
ity0.
180.
340.
340.
010.
010.
460.
460.
01E
rr0.
571.
11Q
ueue
Len
gth
(ft)
160
00
10
00
Err
6736
3C
ontr
ol D
elay
(s)
15.4
0.0
0.0
0.0
11.2
0.0
0.0
0.0
Err
76.7
117.
2La
ne L
OS
CB
FF
FA
ppro
ach
Del
ay (
s)0.
90.
0E
rr11
1.7
App
roac
h LO
SF
F
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
E
rrIn
ters
ectio
n C
apac
ity U
tiliz
atio
n 63
.6%
ICU
Lev
el o
f Ser
vice
B
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
3: K
-10
& 1
750
Rd
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 3
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olF
ree
Fre
eS
top
Sto
pG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
1710
740
513
6563
02
339
221
Pea
k H
our
Fac
tor
0.85
0.95
0.25
0.41
0.89
0.84
0.25
0.50
0.38
0.88
0.50
0.66
Hou
rly fl
ow r
ate
(vph
)20
1131
012
1534
750
48
444
32P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
1M
edia
n ty
peR
aise
dR
aise
dM
edia
n st
orag
e ve
h)1
1U
pstr
eam
sig
nal (
ft)pX
, pla
toon
unb
lock
edvC
, con
flict
ing
volu
me
1609
1131
1964
2804
565
2173
2729
767
vC1,
sta
ge 1
con
f vol
1171
1171
1558
1558
vC2,
sta
ge 2
con
f vol
793
1633
615
1171
vCu,
unb
lock
ed v
ol16
0911
3119
6428
0456
521
7327
2976
7tC
, sin
gle
(s)
4.1
4.1
7.5
6.5
6.9
7.5
6.5
6.9
tC, 2
sta
ge (
s)6.
55.
56.
55.
5tF
(s)
2.2
2.2
3.5
4.0
3.3
3.5
4.0
3.3
p0 q
ueue
free
%95
9810
095
9850
9691
cM c
apac
ity (
veh/
h)40
261
411
987
468
8999
345
Dire
ctio
n, L
ane
#E
B 1
EB
2E
B 3
EB
4W
B 1
WB
2W
B 3
WB
4N
B 1
SB
1V
olum
e T
otal
2056
556
50
1276
776
775
1280
Vol
ume
Left
200
00
120
00
044
Vol
ume
Rig
ht0
00
00
00
758
32cS
H40
217
0017
0017
0061
417
0017
0017
0018
913
7V
olum
e to
Cap
acity
0.05
0.33
0.33
0.00
0.02
0.45
0.45
0.04
0.06
0.58
Que
ue L
engt
h (f
t)4
00
02
00
05
74C
ontr
ol D
elay
(s)
14.4
0.0
0.0
0.0
11.0
0.0
0.0
0.0
25.3
62.6
Lane
LO
SB
BD
FA
ppro
ach
Del
ay (
s)0.
30.
125
.362
.6A
ppro
ach
LOS
DF
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
2.
0In
ters
ectio
n C
apac
ity U
tiliz
atio
n 54
.4%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
4: K
10 W
B r
amps
& E
190
0 R
d1/
10/2
005
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 4
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
00
063
216
2584
00
7245
Pea
k H
our
Fac
tor
0.25
0.25
0.25
0.76
0.25
0.88
0.62
0.82
0.25
0.25
0.61
0.62
Hou
rly fl
ow r
ate
(vph
)0
00
838
1840
102
00
118
73P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e36
033
715
433
737
410
219
110
2vC
1, s
tage
1 c
onf v
olvC
2, s
tage
2 c
onf v
olvC
u, u
nblo
cked
vol
360
337
154
337
374
102
191
102
tC, s
ingl
e (s
)7.
16.
56.
27.
17.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
54.
93.
32.
22.
2p0
que
ue fr
ee %
100
100
100
8698
9897
100
cM c
apac
ity (
veh/
h)56
757
089
760
741
895
813
9515
02
Dire
ctio
n, L
ane
#W
B 1
NB
1S
B 1
Vol
ume
Tot
al10
914
319
1V
olum
e Le
ft83
400
Vol
ume
Rig
ht18
073
cSH
624
1395
1700
Vol
ume
to C
apac
ity0.
170.
030.
11Q
ueue
Len
gth
(ft)
162
0C
ontr
ol D
elay
(s)
12.0
2.3
0.0
Lane
LO
SB
AA
ppro
ach
Del
ay (
s)12
.02.
30.
0A
ppro
ach
LOS
B
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
3.
7In
ters
ectio
n C
apac
ity U
tiliz
atio
n 23
.7%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
5: K
10 E
B r
amps
& E
190
0 R
d1/
10/2
005
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 5
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
670
290
00
042
956
790
Pea
k H
our
Fac
tor
0.63
0.25
0.80
0.25
0.25
0.25
0.25
0.84
0.75
0.69
0.79
0.25
Hou
rly fl
ow r
ate
(vph
)10
60
360
00
050
1281
100
0P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e31
832
410
035
531
856
100
62vC
1, s
tage
1 c
onf v
olvC
2, s
tage
2 c
onf v
olvC
u, u
nblo
cked
vol
318
324
100
355
318
5610
062
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
8310
096
100
100
100
100
95cM
cap
acity
(ve
h/h)
613
565
961
558
570
1016
1505
1541
Dire
ctio
n, L
ane
#E
B 1
NB
1S
B 1
Vol
ume
Tot
al14
362
181
Vol
ume
Left
106
081
Vol
ume
Rig
ht36
120
cSH
675
1700
1541
Vol
ume
to C
apac
ity0.
210.
040.
05Q
ueue
Len
gth
(ft)
200
4C
ontr
ol D
elay
(s)
11.8
0.0
3.6
Lane
LO
SB
AA
ppro
ach
Del
ay (
s)11
.80.
03.
6A
ppro
ach
LOS
B
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
6.
0In
ters
ectio
n C
apac
ity U
tiliz
atio
n 26
.1%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
6: K
10 W
B r
amps
& C
hurc
h1/
10/2
005
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 6
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
00
012
80
6048
216
00
164
33P
eak
Hou
r F
acto
r0.
250.
250.
250.
890.
250.
830.
750.
890.
250.
250.
930.
55H
ourly
flow
rat
e (v
ph)
00
014
40
7264
243
00
176
60P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e64
957
720
657
760
724
323
624
3vC
1, s
tage
1 c
onf v
olvC
2, s
tage
2 c
onf v
olvC
u, u
nblo
cked
vol
649
577
206
577
607
243
236
243
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
100
100
100
6510
091
9510
0cM
cap
acity
(ve
h/h)
338
410
839
412
394
801
1343
1336
Dire
ctio
n, L
ane
#W
B 1
NB
1S
B 1
Vol
ume
Tot
al21
630
723
6V
olum
e Le
ft14
464
0V
olum
e R
ight
720
60cS
H49
213
4317
00V
olum
e to
Cap
acity
0.44
0.05
0.14
Que
ue L
engt
h (f
t)55
40
Con
trol
Del
ay (
s)17
.92.
00.
0La
ne L
OS
CA
App
roac
h D
elay
(s)
17.9
2.0
0.0
App
roac
h LO
SC
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
5.
9In
ters
ectio
n C
apac
ity U
tiliz
atio
n 45
.4%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
7: K
10 E
B r
amps
& C
hurc
h1/
10/2
005
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 7
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
720
880
00
019
291
3725
50
Pea
k H
our
Fac
tor
0.82
0.25
0.84
0.25
0.25
0.25
0.25
0.84
0.86
0.75
0.96
0.25
Hou
rly fl
ow r
ate
(vph
)88
010
50
00
022
910
649
266
0P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e64
669
926
675
164
628
126
633
4vC
1, s
tage
1 c
onf v
olvC
2, s
tage
2 c
onf v
olvC
u, u
nblo
cked
vol
646
699
266
751
646
281
266
334
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
7610
086
100
100
100
100
96cM
cap
acity
(ve
h/h)
370
352
775
277
377
762
1310
1236
Dire
ctio
n, L
ane
#E
B 1
NB
1S
B 1
Vol
ume
Tot
al19
333
431
5V
olum
e Le
ft88
049
Vol
ume
Rig
ht10
510
60
cSH
517
1700
1236
Vol
ume
to C
apac
ity0.
370.
200.
04Q
ueue
Len
gth
(ft)
430
3C
ontr
ol D
elay
(s)
16.0
0.0
1.6
Lane
LO
SC
AA
ppro
ach
Del
ay (
s)16
.00.
01.
6A
ppro
ach
LOS
C
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
4.
3In
ters
ectio
n C
apac
ity U
tiliz
atio
n 50
.5%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
8: K
10 W
B r
amps
& E
140
0 R
d1/
10/2
005
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 8
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
00
03
012
610
280
075
15P
eak
Hou
r F
acto
r0.
250.
250.
250.
380.
250.
921.
000.
700.
250.
250.
900.
75H
ourly
flow
rat
e (v
ph)
00
08
013
710
400
083
20P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e29
015
393
153
163
4010
340
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol29
015
393
153
163
4010
340
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
100
100
100
9910
087
9910
0cM
cap
acity
(ve
h/h)
575
737
969
814
728
1034
1501
1583
Dire
ctio
n, L
ane
#W
B 1
NB
1S
B 1
Vol
ume
Tot
al14
550
103
Vol
ume
Left
810
0V
olum
e R
ight
137
020
cSH
1019
1501
1700
Vol
ume
to C
apac
ity0.
140.
010.
06Q
ueue
Len
gth
(ft)
121
0C
ontr
ol D
elay
(s)
9.1
1.5
0.0
Lane
LO
SA
AA
ppro
ach
Del
ay (
s)9.
11.
50.
0A
ppro
ach
LOS
A
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
4.
7In
ters
ectio
n C
apac
ity U
tiliz
atio
n 23
.3%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
9: K
10 E
B r
amps
& E
140
0 R
d1/
10/2
005
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 9
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
50
70
00
033
257
210
Pea
k H
our
Fac
tor
0.63
0.25
0.58
0.25
0.25
0.25
0.25
0.82
0.50
0.82
0.71
0.25
Hou
rly fl
ow r
ate
(vph
)8
012
00
00
404
7030
0P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e21
121
330
223
211
4230
44vC
1, s
tage
1 c
onf v
olvC
2, s
tage
2 c
onf v
olvC
u, u
nblo
cked
vol
211
213
3022
321
142
3044
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
9910
099
100
100
100
100
96cM
cap
acity
(ve
h/h)
725
657
1051
704
659
1034
1597
1551
Dire
ctio
n, L
ane
#E
B 1
NB
1S
B 1
Vol
ume
Tot
al20
4499
Vol
ume
Left
80
70V
olum
e R
ight
124
0cS
H89
217
0015
51V
olum
e to
Cap
acity
0.02
0.03
0.04
Que
ue L
engt
h (f
t)2
04
Con
trol
Del
ay (
s)9.
10.
05.
3La
ne L
OS
AA
App
roac
h D
elay
(s)
9.1
0.0
5.3
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
4.
3In
ters
ectio
n C
apac
ity U
tiliz
atio
n 20
.9%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
10: K
10 W
B r
amps
& E
veni
ng S
tar
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 10
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%-2
%0%
0%V
olum
e (v
eh/h
)0
00
51
610
80
04
6P
eak
Hou
r F
acto
r0.
250.
250.
250.
480.
250.
500.
530.
420.
250.
250.
630.
75H
ourly
flow
rat
e (v
ph)
00
010
412
1919
00
68
Ped
estr
ians
Lane
Wid
th (
ft)W
alki
ng S
peed
(ft/
s)P
erce
nt B
lock
age
Rig
ht tu
rn fl
are
(veh
)1
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e75
6710
6771
1914
19vC
1, s
tage
1 c
onf v
olvC
2, s
tage
2 c
onf v
olvC
u, u
nblo
cked
vol
7567
1067
7119
1419
tC, s
ingl
e (s
)7.
16.
56.
27.
36.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
74.
03.
32.
22.
2p0
que
ue fr
ee %
100
100
100
9910
099
9910
0cM
cap
acity
(ve
h/h)
898
818
1077
882
814
1065
1617
1611
Dire
ctio
n, L
ane
#W
B 1
NB
1S
B 1
Vol
ume
Tot
al26
3814
Vol
ume
Left
1019
0V
olum
e R
ight
120
8cS
H15
8216
1717
00V
olum
e to
Cap
acity
0.02
0.01
0.01
Que
ue L
engt
h (f
t)1
10
Con
trol
Del
ay (
s)7.
33.
70.
0La
ne L
OS
AA
App
roac
h D
elay
(s)
7.3
3.7
0.0
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
4.
2In
ters
ectio
n C
apac
ity U
tiliz
atio
n 17
.6%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
11: K
10 E
B r
amps
& E
veni
ng S
tar
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 11
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
-1%
0%0%
0%V
olum
e (v
eh/h
)4
210
00
00
131
63
0P
eak
Hou
r F
acto
r0.
630.
250.
500.
250.
250.
250.
250.
590.
250.
330.
750.
25H
ourly
flow
rat
e (v
ph)
68
200
00
022
418
40
Ped
estr
ians
Lane
Wid
th (
ft)W
alki
ng S
peed
(ft/
s)P
erce
nt B
lock
age
Rig
ht tu
rn fl
are
(veh
)1
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e64
664
7864
244
26vC
1, s
tage
1 c
onf v
olvC
2, s
tage
2 c
onf v
olvC
u, u
nblo
cked
vol
6466
478
6424
426
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
9999
9810
010
010
010
099
cM c
apac
ity (
veh/
h)92
681
910
8588
482
110
5816
3116
01
Dire
ctio
n, L
ane
#E
B 1
NB
1S
B 1
Vol
ume
Tot
al34
2622
Vol
ume
Left
60
18V
olum
e R
ight
204
0cS
H18
6417
0016
01V
olum
e to
Cap
acity
0.02
0.02
0.01
Que
ue L
engt
h (f
t)1
01
Con
trol
Del
ay (
s)7.
00.
06.
0La
ne L
OS
AA
App
roac
h D
elay
(s)
7.0
0.0
6.0
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
4.
5In
ters
ectio
n C
apac
ity U
tiliz
atio
n 15
.5%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
12: K
10 W
B r
amps
& E
dger
ton
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 12
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%-2
%0%
0%V
olum
e (v
eh/h
)0
00
60
144
40
05
0P
eak
Hou
r F
acto
r0.
250.
250.
250.
540.
250.
801.
000.
630.
250.
250.
250.
25H
ourly
flow
rat
e (v
ph)
00
011
018
46
00
200
Ped
estr
ians
Lane
Wid
th (
ft)W
alki
ng S
peed
(ft/
s)P
erce
nt B
lock
age
Rig
ht tu
rn fl
are
(veh
)1
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e43
3420
3434
620
6vC
1, s
tage
1 c
onf v
olvC
2, s
tage
2 c
onf v
olvC
u, u
nblo
cked
vol
4334
2034
346
206
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
100
100
100
9910
098
100
100
cM c
apac
ity (
veh/
h)94
786
010
6497
686
010
8216
0916
28
Dire
ctio
n, L
ane
#W
B 1
NB
1S
B 1
Vol
ume
Tot
al29
1020
Vol
ume
Left
114
0V
olum
e R
ight
180
0cS
H17
6916
0917
00V
olum
e to
Cap
acity
0.02
0.00
0.01
Que
ue L
engt
h (f
t)1
00
Con
trol
Del
ay (
s)7.
12.
80.
0La
ne L
OS
AA
App
roac
h D
elay
(s)
7.1
2.8
0.0
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
3.
9In
ters
ectio
n C
apac
ity U
tiliz
atio
n 13
.8%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
13: K
10 E
B r
amps
& E
dger
ton
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 13
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
-3%
3%V
olum
e (v
eh/h
)1
05
00
00
71
65
0P
eak
Hou
r F
acto
r0.
250.
250.
630.
250.
250.
250.
250.
700.
250.
580.
480.
25H
ourly
flow
rat
e (v
ph)
40
80
00
010
410
100
Ped
estr
ians
Lane
Wid
th (
ft)W
alki
ng S
peed
(ft/
s)P
erce
nt B
lock
age
Rig
ht tu
rn fl
are
(veh
)1
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e43
4510
4743
1210
14vC
1, s
tage
1 c
onf v
olvC
2, s
tage
2 c
onf v
olvC
u, u
nblo
cked
vol
4345
1047
4312
1014
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
100
100
9910
010
010
010
099
cM c
apac
ity (
veh/
h)96
084
510
7794
784
710
7416
2216
17
Dire
ctio
n, L
ane
#E
B 1
NB
1S
B 1
Vol
ume
Tot
al12
1421
Vol
ume
Left
40
10V
olum
e R
ight
84
0cS
H16
1917
0016
17V
olum
e to
Cap
acity
0.01
0.01
0.01
Que
ue L
engt
h (f
t)1
00
Con
trol
Del
ay (
s)7.
20.
03.
6La
ne L
OS
AA
App
roac
h D
elay
(s)
7.2
0.0
3.6
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
3.
5In
ters
ectio
n C
apac
ity U
tiliz
atio
n 15
.6%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
14: K
10 W
B r
amps
& L
exin
gton
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 14
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%3%
1%-1
%V
olum
e (v
eh/h
)84
6634
161
5354
1313
343
6225
497
Pea
k H
our
Fac
tor
0.78
0.79
0.65
0.80
0.74
0.75
0.65
0.83
0.57
0.82
0.84
0.85
Hou
rly fl
ow r
ate
(vph
)10
884
5220
172
7220
160
7576
302
114
Ped
estr
ians
Lane
Wid
th (
ft)W
alki
ng S
peed
(ft/
s)P
erce
nt B
lock
age
Rig
ht tu
rn fl
are
(veh
)1
Med
ian
type
Rai
sed
Rai
sed
Med
ian
stor
age
veh)
00
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e73
978
620
858
280
611
841
623
6vC
1, s
tage
1 c
onf v
ol51
151
123
823
8vC
2, s
tage
2 c
onf v
ol22
827
634
456
8vC
u, u
nblo
cked
vol
739
786
208
582
806
118
416
236
tC, s
ingl
e (s
)7.
66.
57.
37.
56.
56.
94.
14.
1tC
, 2 s
tage
(s)
6.6
5.5
6.5
5.5
tF (
s)3.
54.
03.
53.
54.
03.
32.
22.
2p0
que
ue fr
ee %
5671
9327
7492
9894
cM c
apac
ity (
veh/
h)24
428
775
027
427
791
211
5313
43
Dire
ctio
n, L
ane
#E
B 1
WB
1W
B 2
NB
1N
B 2
NB
3S
B 1
SB
2S
B 3
Vol
ume
Tot
al24
427
372
2010
712
976
202
215
Vol
ume
Left
108
201
020
00
760
0V
olum
e R
ight
520
720
075
00
114
cSH
312
275
912
1153
1700
1700
1343
1700
1700
Vol
ume
to C
apac
ity0.
780.
990.
080.
020.
060.
080.
060.
120.
13Q
ueue
Len
gth
(ft)
155
250
61
00
40
0C
ontr
ol D
elay
(s)
47.9
93.0
9.3
8.2
0.0
0.0
7.8
0.0
0.0
Lane
LO
SE
FA
AA
App
roac
h D
elay
(s)
47.9
75.6
0.6
1.2
App
roac
h LO
SE
F
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
28
.8In
ters
ectio
n C
apac
ity U
tiliz
atio
n 41
.8%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
15: K
10 E
B r
amps
& L
exin
gton
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 15
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
-2%
0%2%
-2%
Vol
ume
(veh
/h)
800
23
117
3093
314
135
301
Pea
k H
our
Fac
tor
0.87
0.25
0.50
0.38
0.25
0.47
0.50
0.73
0.38
0.58
0.88
0.79
Hou
rly fl
ow r
ate
(vph
)92
04
84
3660
127
824
153
381
Ped
estr
ians
Lane
Wid
th (
ft)W
alki
ng S
peed
(ft/
s)P
erce
nt B
lock
age
Rig
ht tu
rn fl
are
(veh
)1
Med
ian
type
Rai
sed
Rai
sed
Med
ian
stor
age
veh)
00
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e61
464
726
737
883
468
534
135
vC1,
sta
ge 1
con
f vol
392
392
251
251
vC2,
sta
ge 2
con
f vol
222
255
127
583
vCu,
unb
lock
ed v
ol61
464
726
737
883
468
534
135
tC, s
ingl
e (s
)7.
66.
56.
97.
56.
56.
94.
14.
8tC
, 2 s
tage
(s)
6.6
5.5
6.5
5.5
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
6p0
que
ue fr
ee %
7210
099
9898
9694
98cM
cap
acity
(ve
h/h)
325
333
737
426
265
988
1044
1231
Dire
ctio
n, L
ane
#E
B 1
WB
1N
B 1
NB
2N
B 3
SB
1S
B 2
SB
3V
olum
e T
otal
9648
6085
5024
102
432
Vol
ume
Left
928
600
024
00
Vol
ume
Rig
ht4
360
08
00
381
cSH
336
685
1044
1700
1700
1231
1700
1700
Vol
ume
to C
apac
ity0.
290.
070.
060.
050.
030.
020.
060.
25Q
ueue
Len
gth
(ft)
296
50
01
00
Con
trol
Del
ay (
s)19
.910
.78.
70.
00.
08.
00.
00.
0La
ne L
OS
CB
AA
App
roac
h D
elay
(s)
19.9
10.7
2.7
0.3
App
roac
h LO
SC
B
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
3.
5In
ters
ectio
n C
apac
ity U
tiliz
atio
n 37
.9%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
16: K
10 W
B r
amps
& K
ill C
reek
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 16
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
00
087
218
425
680
011
215
Pea
k H
our
Fac
tor
0.25
0.25
0.25
0.75
0.50
0.89
0.75
0.78
0.25
0.25
0.78
0.75
Hou
rly fl
ow r
ate
(vph
)0
00
116
420
733
870
014
420
Ped
estr
ians
Lane
Wid
th (
ft)W
alki
ng S
peed
(ft/
s)P
erce
nt B
lock
age
Rig
ht tu
rn fl
are
(veh
)M
edia
n ty
peN
one
Non
eM
edia
n st
orag
e ve
h)U
pstr
eam
sig
nal (
ft)pX
, pla
toon
unb
lock
edvC
, con
flict
ing
volu
me
516
307
154
307
317
8716
487
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol51
630
715
430
731
787
164
87tC
, sin
gle
(s)
7.1
6.5
6.2
7.1
7.0
6.2
4.1
4.1
tC, 2
sta
ge (
s)tF
(s)
3.5
4.0
3.3
3.5
4.4
3.3
2.2
2.2
p0 q
ueue
free
%10
010
010
082
9979
9810
0cM
cap
acity
(ve
h/h)
364
596
898
630
515
974
1427
1522
Dire
ctio
n, L
ane
#W
B 1
NB
1S
B 1
Vol
ume
Tot
al32
712
116
4V
olum
e Le
ft11
633
0V
olum
e R
ight
207
020
cSH
808
1427
1700
Vol
ume
to C
apac
ity0.
400.
020.
10Q
ueue
Len
gth
(ft)
492
0C
ontr
ol D
elay
(s)
12.4
2.2
0.0
Lane
LO
SB
AA
ppro
ach
Del
ay (
s)12
.42.
20.
0A
ppro
ach
LOS
B
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
7.
1In
ters
ectio
n C
apac
ity U
tiliz
atio
n 38
.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
17: K
10 E
B r
amps
& K
ill C
reek
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 17
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
130
310
00
080
5289
110
0P
eak
Hou
r F
acto
r0.
600.
250.
520.
250.
250.
250.
250.
880.
930.
840.
840.
25H
ourly
flow
rat
e (v
ph)
220
600
00
091
5610
613
10
Ped
estr
ians
Lane
Wid
th (
ft)W
alki
ng S
peed
(ft/
s)P
erce
nt B
lock
age
Rig
ht tu
rn fl
are
(veh
)M
edia
n ty
peN
one
Non
eM
edia
n st
orag
e ve
h)U
pstr
eam
sig
nal (
ft)pX
, pla
toon
unb
lock
edvC
, con
flict
ing
volu
me
462
490
131
521
462
119
131
147
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol46
249
013
152
146
211
913
114
7tC
, sin
gle
(s)
7.1
6.5
6.4
7.1
6.5
6.2
4.1
4.1
tC, 2
sta
ge (
s)tF
(s)
3.5
4.0
3.4
3.5
4.0
3.3
2.2
2.2
p0 q
ueue
free
%96
100
9310
010
010
010
093
cM c
apac
ity (
veh/
h)48
544
688
241
346
393
814
6714
35
Dire
ctio
n, L
ane
#E
B 1
NB
1S
B 1
Vol
ume
Tot
al81
147
237
Vol
ume
Left
220
106
Vol
ume
Rig
ht60
560
cSH
724
1700
1435
Vol
ume
to C
apac
ity0.
110.
090.
07Q
ueue
Len
gth
(ft)
90
6C
ontr
ol D
elay
(s)
10.6
0.0
3.8
Lane
LO
SB
AA
ppro
ach
Del
ay (
s)10
.60.
03.
8A
ppro
ach
LOS
B
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
3.
8In
ters
ectio
n C
apac
ity U
tiliz
atio
n 31
.4%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
18: K
10 W
B r
amps
& C
edar
Cre
ek1/
10/2
005
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 18
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
00
010
90
062
10
00
4P
eak
Hou
r F
acto
r0.
250.
250.
250.
890.
250.
250.
860.
250.
250.
250.
251.
00H
ourly
flow
rat
e (v
ph)
00
012
20
072
40
00
4P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Rai
sed
Rai
sed
Med
ian
stor
age
veh)
00
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e14
814
80
148
152
44
4vC
1, s
tage
1 c
onf v
ol0
014
814
8vC
2, s
tage
2 c
onf v
ol14
814
80
4vC
u, u
nblo
cked
vol
148
148
014
815
24
44
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
6.1
5.5
6.1
5.5
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
100
100
100
7810
010
096
100
cM c
apac
ity (
veh/
h)55
750
310
9155
650
110
8516
3116
31
Dire
ctio
n, L
ane
#W
B 1
NB
1S
B 1
SB
2V
olum
e T
otal
122
760
4V
olum
e Le
ft12
272
00
Vol
ume
Rig
ht0
00
4cS
H55
616
3117
0017
00V
olum
e to
Cap
acity
0.22
0.04
0.00
0.00
Que
ue L
engt
h (f
t)21
30
0C
ontr
ol D
elay
(s)
13.3
6.9
0.0
0.0
Lane
LO
SB
AA
ppro
ach
Del
ay (
s)13
.36.
90.
0A
ppro
ach
LOS
B
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
10
.6In
ters
ectio
n C
apac
ity U
tiliz
atio
n 22
.9%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
19: K
10 E
B r
amps
& C
edar
Cre
ek1/
10/2
005
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 19
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
80
250
00
055
137
110
80
Pea
k H
our
Fac
tor
0.75
0.25
0.78
0.25
0.25
0.25
0.25
0.73
0.80
0.25
0.81
0.25
Hou
rly fl
ow r
ate
(vph
)11
032
00
00
7517
14
133
0P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Rai
sed
Rai
sed
Med
ian
stor
age
veh)
00
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e21
738
813
324
921
775
133
247
vC1,
sta
ge 1
con
f vol
141
141
7575
vC2,
sta
ge 2
con
f vol
7524
717
314
1vC
u, u
nblo
cked
vol
217
388
133
249
217
7513
324
7tC
, sin
gle
(s)
7.1
6.5
6.2
7.1
6.5
6.2
4.1
4.1
tC, 2
sta
ge (
s)6.
15.
56.
15.
5tF
(s)
3.5
4.0
3.3
3.5
4.0
3.3
2.2
2.2
p0 q
ueue
free
%98
100
9610
010
010
010
010
0cM
cap
acity
(ve
h/h)
555
436
910
519
505
992
1464
1331
Dire
ctio
n, L
ane
#E
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al43
7517
14
133
Vol
ume
Left
110
04
0V
olum
e R
ight
320
171
00
cSH
785
1700
1700
1331
1700
Vol
ume
to C
apac
ity0.
050.
040.
100.
000.
08Q
ueue
Len
gth
(ft)
40
00
0C
ontr
ol D
elay
(s)
9.8
0.0
0.0
7.7
0.0
Lane
LO
SA
AA
ppro
ach
Del
ay (
s)9.
80.
00.
2A
ppro
ach
LOS
A
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
1.
1In
ters
ectio
n C
apac
ity U
tiliz
atio
n 25
.1%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
20: K
10 W
B r
amps
& W
oodl
and
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 20
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
3%-3
%V
olum
e (v
eh/h
)0
00
362
331
1046
00
222
27P
eak
Hou
r F
acto
r0.
250.
250.
250.
750.
500.
960.
500.
670.
250.
250.
920.
84H
ourly
flow
rat
e (v
ph)
00
048
434
520
690
024
132
Ped
estr
ians
Lane
Wid
th (
ft)W
alki
ng S
peed
(ft/
s)P
erce
nt B
lock
age
Rig
ht tu
rn fl
are
(veh
)M
edia
n ty
peR
aise
dR
aise
dM
edia
n st
orag
e ve
h)0
0U
pstr
eam
sig
nal (
ft)pX
, pla
toon
unb
lock
edvC
, con
flict
ing
volu
me
678
366
137
229
382
3427
369
vC1,
sta
ge 1
con
f vol
257
257
109
109
vC2,
sta
ge 2
con
f vol
421
109
121
273
vCu,
unb
lock
ed v
ol67
836
613
722
938
234
273
69tC
, sin
gle
(s)
7.5
6.5
6.9
7.6
6.5
6.9
5.1
4.1
tC, 2
sta
ge (
s)6.
55.
56.
65.
5tF
(s)
3.5
4.0
3.3
3.5
4.0
3.3
2.7
2.2
p0 q
ueue
free
%10
010
010
091
9967
9810
0cM
cap
acity
(ve
h/h)
234
438
893
527
426
1038
1001
1545
Dire
ctio
n, L
ane
#W
B 1
NB
1N
B 2
NB
3S
B 1
SB
2V
olum
e T
otal
397
2034
3416
111
3V
olum
e Le
ft48
200
00
0V
olum
e R
ight
345
00
00
32cS
H91
710
0117
0017
0017
0017
00V
olum
e to
Cap
acity
0.43
0.02
0.02
0.02
0.09
0.07
Que
ue L
engt
h (f
t)55
20
00
0C
ontr
ol D
elay
(s)
11.9
8.7
0.0
0.0
0.0
0.0
Lane
LO
SB
AA
ppro
ach
Del
ay (
s)11
.92.
00.
0A
ppro
ach
LOS
B
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
6.
4In
ters
ectio
n C
apac
ity U
tiliz
atio
n 42
.9%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
21: K
10 E
B r
amps
& W
oodl
and
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 21
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
431
90
00
013
2522
038
0P
eak
Hou
r F
acto
r0.
600.
250.
450.
250.
250.
250.
250.
500.
630.
920.
730.
25H
ourly
flow
rat
e (v
ph)
724
200
00
026
4023
952
0P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Rai
sed
Rai
sed
Med
ian
stor
age
veh)
00
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e54
359
626
572
576
3352
66vC
1, s
tage
1 c
onf v
ol53
053
046
46vC
2, s
tage
2 c
onf v
ol13
6652
653
0vC
u, u
nblo
cked
vol
543
596
2657
257
633
5266
tC, s
ingl
e (s
)7.
66.
57.
17.
56.
56.
94.
14.
1tC
, 2 s
tage
(s)
6.6
5.5
6.5
5.5
tF (
s)3.
64.
03.
43.
54.
03.
32.
22.
2p0
que
ue fr
ee %
7499
9810
010
010
010
084
cM c
apac
ity (
veh/
h)27
928
710
1527
929
610
4015
6715
34
Dire
ctio
n, L
ane
#E
B 1
NB
1N
B 2
SB
1S
B 2
SB
3V
olum
e T
otal
9617
4823
926
26V
olum
e Le
ft72
00
239
00
Vol
ume
Rig
ht20
040
00
0cS
H32
917
0017
0015
3417
0017
00V
olum
e to
Cap
acity
0.29
0.01
0.03
0.16
0.02
0.02
Que
ue L
engt
h (f
t)30
00
140
0C
ontr
ol D
elay
(s)
20.4
0.0
0.0
7.8
0.0
0.0
Lane
LO
SC
AA
ppro
ach
Del
ay (
s)20
.40.
06.
4A
ppro
ach
LOS
C
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
8.
4In
ters
ectio
n C
apac
ity U
tiliz
atio
n 42
.9%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
22: K
-10
WB
Ram
ps &
Rid
gevi
ew1/
10/2
005
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 22
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
00
053
71
121
23
00
20
Pea
k H
our
Fac
tor
0.25
0.25
0.25
0.91
0.25
0.25
0.74
0.38
0.25
0.25
0.50
0.25
Hou
rly fl
ow r
ate
(vph
)0
00
590
44
286
80
04
0P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Rai
sed
Rai
sed
Med
ian
stor
age
veh)
00
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e59
158
54
585
585
84
8vC
1, s
tage
1 c
onf v
ol4
458
158
1vC
2, s
tage
2 c
onf v
ol58
758
14
4vC
u, u
nblo
cked
vol
591
585
458
558
58
48
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
6.1
5.5
6.1
5.5
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
100
100
100
099
100
8210
0cM
cap
acity
(ve
h/h)
274
277
1085
276
273
1080
1618
1626
Dire
ctio
n, L
ane
#W
B 1
NB
1N
B 2
SB
1V
olum
e T
otal
598
286
84
Vol
ume
Left
590
286
00
Vol
ume
Rig
ht4
00
0cS
H27
716
1817
0017
00V
olum
e to
Cap
acity
2.16
0.18
0.00
0.00
Que
ue L
engt
h (f
t)11
2716
00
Con
trol
Del
ay (
s)56
1.4
7.7
0.0
0.0
Lane
LO
SF
AA
ppro
ach
Del
ay (
s)56
1.4
7.5
0.0
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
37
7.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
67.2
%IC
U L
evel
of S
ervi
ce
CA
naly
sis
Per
iod
(min
)15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
23: K
10 E
B r
amps
& R
idge
view
1/10
/200
5
B
asel
ine
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Pag
e 23
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
10
182
00
00
214
278
753
20
Pea
k H
our
Fac
tor
0.25
0.25
0.97
0.25
0.25
0.25
0.25
0.75
0.86
0.35
0.91
0.25
Hou
rly fl
ow r
ate
(vph
)4
018
80
00
028
532
320
585
0P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Rai
sed
Rai
sed
Med
ian
stor
age
veh)
00
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e91
012
3358
510
9891
028
558
560
9vC
1, s
tage
1 c
onf v
ol62
562
528
528
5vC
2, s
tage
2 c
onf v
ol28
560
981
262
5vC
u, u
nblo
cked
vol
910
1233
585
1098
910
285
585
609
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
6.1
5.5
6.1
5.5
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
9910
063
100
100
100
100
98cM
cap
acity
(ve
h/h)
271
219
511
146
276
758
1000
980
Dire
ctio
n, L
ane
#E
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al19
228
532
320
585
Vol
ume
Left
40
020
0V
olum
e R
ight
188
032
30
0cS
H50
217
0017
0098
017
00V
olum
e to
Cap
acity
0.38
0.17
0.19
0.02
0.34
Que
ue L
engt
h (f
t)44
00
20
Con
trol
Del
ay (
s)16
.50.
00.
08.
80.
0La
ne L
OS
CA
App
roac
h D
elay
(s)
16.5
0.0
0.3
App
roac
h LO
SC
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
2.
4In
ters
ectio
n C
apac
ity U
tiliz
atio
n 60
.4%
ICU
Lev
el o
f Ser
vice
B
Ana
lysi
s P
erio
d (m
in)
15
HCM Signalized Intersection Capacity Analysis24: K10 WB ramps & Renner 12/29/2004
Baseline Synchro 6 ReportHDR Engineering Inc. Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95Frt 1.00 1.00 0.85 1.00 0.91 1.00 1.00 0.85 1.00 0.96Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1805 1900 1455 1805 1723 1787 3574 1615 1805 3456Flt Permitted 0.68 1.00 1.00 0.74 1.00 0.42 1.00 1.00 0.47 1.00Satd. Flow (perm) 1296 1900 1455 1409 1723 785 3574 1615 893 3456Volume (vph) 7 14 64 205 29 39 344 368 3 7 350 121Peak-hour factor, PHF 0.58 0.58 0.76 0.69 0.66 0.54 0.72 0.74 0.75 0.88 0.78 0.74Adj. Flow (vph) 12 24 84 297 44 72 478 497 4 8 449 164RTOR Reduction (vph) 0 0 61 0 52 0 0 0 2 0 73 0Lane Group Flow (vph) 12 24 23 297 64 0 478 497 2 8 540 0Heavy Vehicles (%) 0% 0% 11% 0% 0% 0% 1% 1% 0% 0% 0% 1%Turn Type Perm Perm Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 4 8 2 2 6Actuated Green, G (s) 10.9 10.9 10.9 10.9 10.9 21.1 21.1 21.1 21.1 21.1Effective Green, g (s) 10.9 10.9 10.9 10.9 10.9 21.1 21.1 21.1 21.1 21.1Actuated g/C Ratio 0.27 0.27 0.27 0.27 0.27 0.53 0.53 0.53 0.53 0.53Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 353 518 396 384 470 414 1885 852 471 1823v/s Ratio Prot 0.01 0.07 0.14 0.18v/s Ratio Perm 0.01 0.06 c0.21 c0.61 0.00 0.01v/c Ratio 0.03 0.05 0.06 0.77 0.14 1.15 0.26 0.00 0.02 0.30Uniform Delay, d1 10.7 10.7 10.8 13.4 11.0 9.4 5.2 4.5 4.5 5.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.0 0.0 0.1 9.4 0.1 93.7 0.3 0.0 0.1 0.4Delay (s) 10.7 10.8 10.8 22.8 11.1 103.1 5.5 4.5 4.6 5.7Level of Service B B B C B F A A A AApproach Delay (s) 10.8 19.5 53.2 5.7Approach LOS B B D A
Intersection SummaryHCM Average Control Delay 30.4 HCM Level of Service CHCM Volume to Capacity ratio 1.02Actuated Cycle Length (s) 40.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 60.6% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis25: K10 EB ramps & Renner 12/29/2004
Baseline Synchro 6 ReportHDR Engineering Inc. Page 2
Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1900 1900 1900 1900 1900 1900Grade (%) 0% -4% 4%Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 0.97 0.95 0.95 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1805 1583 3536 3646 3468 1583Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 1805 1583 3536 3646 3468 1583Volume (vph) 34 165 546 681 390 229Peak-hour factor, PHF 0.75 0.69 0.59 0.68 0.79 0.59Adj. Flow (vph) 45 239 925 1001 494 388RTOR Reduction (vph) 0 208 0 0 0 251Lane Group Flow (vph) 45 31 925 1001 494 137Heavy Vehicles (%) 0% 2% 1% 1% 2% 0%Turn Type custom Prot PermProtected Phases 5 2 6Permitted Phases 4 4 6Actuated Green, G (s) 6.2 6.2 17.7 33.8 12.1 12.1Effective Green, g (s) 6.2 6.2 17.7 33.8 12.1 12.1Actuated g/C Ratio 0.13 0.13 0.37 0.70 0.25 0.25Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 233 204 1304 2567 874 399v/s Ratio Prot c0.26 0.27 0.14v/s Ratio Perm 0.02 0.15 0.25v/c Ratio 0.19 0.15 0.71 0.39 0.57 0.34Uniform Delay, d1 18.7 18.6 13.0 2.9 15.7 14.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.3 1.8 0.4 2.6 2.3Delay (s) 19.1 18.9 14.7 3.3 18.3 17.0Level of Service B B B A B BApproach Delay (s) 18.9 8.8 17.7Approach LOS B A B
Intersection SummaryHCM Average Control Delay 12.3 HCM Level of Service BHCM Volume to Capacity ratio 0.88Actuated Cycle Length (s) 48.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 39.7% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group
Table B-4: Basic Freeway Segments: Highway Capacity Manual Analysis - 2030 Volumes, With Existing Interchanges
Peak- Driver Base Lane Right Adj. Flow Avg. pax- DensityHour Auto Auto Pop. Speed Width Lat. Clear Intchg Speed Rate car speed (pax-car/
2030 Factor Lanes Terrain % Equiv % Equiv Factor (mph) (ft) (ft) Density (mph) (pcphpl) (mph) lane/mi)
1900 on to Church off 2900 0.90 3 4100' @ 0.00%, 3750' @ +1.79%, 2800' @ -0.72%, 3300' @ +0.70%, 1850' @ -0.28% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.50 67.0 1101 67.0 16.4 BChurch on to 1400 off 2200 0.90 3 6950' @ -0.28%, 575' @ -2.43% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.50 65.5 835 65.5 12.7 B1400 on to Evening Star off 2500 0.90 3 2055' @ -2.43%, 2270' @ +1.18%, 950' @ +2.96%, 1000' @ +0.50%, 1150' @ +1.60%, 2200' @ +0.50%, 538' @ +1.18% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 66.1 949 66.1 14.4 BEvening Star on to Edgerton off 2500 0.90 3 662' @ +1.18%, 1400' @ -0.84%, 3400' @ -0.30%, 2354' @ -0.50% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 64.6 949 64.6 14.7 BEdgerton on to Lexington off 2600 0.90 3 546' @ -0.50%, 2300' @ +1.21%, 2050' @ +3.00%, 3650' @ -3.00%, 1100' @ +2.31%, 710' @ -3.00% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 66.1 987 66.1 14.9 BLexington on to Kill Creek off 3100 0.90 3 2792' @ -3.00%, 3000' @ +3.00%, 2125' @ +1.10% 5.0% 1.5 0% 3.0 1.0 70 12 6 0.50 67.0 1177 67.0 17.6 BKill Creek on to Cedar Creek off 3300 0.90 3 4500' @ +1.10%, 5650' @ -2.82%, 4300' @ +0.17%, 6580' @ +2.89% 5.0% 2.5 0% 3.0 1.0 70 12 6 0.33 67.0 1314 67.0 19.6 CCedar Creek on to K-7 off 4200 0.90 4 420' @ +2.89%, 3590' @ -1.50%, 4037' @ +1.88%, 1685' @ +0.40% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.50 65.5 1196 65.5 18.3 CK-7 on to Woodland off 4800 0.90 4 118' @ +0.40%, 1750' @ +0.57%, 800' @ -0.3%, 2150' @ +0.60%, 2550' @ -1.70%, 3115' @ -0.76% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.83 66.8 1367 66.8 20.5 CWoodland on to Ridgeview off 5100 0.90 5 2385' @ -3.55%, 2700' @ +3.06%, 225' @ -3.04% 5.0% 1.5 0% 1.3 1.0 70 12 6 0.83 63.8 1162 63.8 18.2 CRidgeview on to Renner off 6100 0.90 5 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 64.6 1389 64.6 21.5 CRenner on to I-435 off 6400 0.90 5 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 69.1 1458 69.0 21.1 C
I-435 on to Renner off 8100 0.90 5 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 69.1 1845 66.7 27.7 DRenner on to Ridgeview off 8300 0.90 5 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 69.1 1891 66.0 28.6 DRidgeview on to Woodland off 8000 0.90 5 225' @ +3.04%, 2700' @ -3.06%, 2385' @ +3.55% 5.0% 2.0 0% 2.5 1.0 70 12 6 0.83 68.3 1867 65.8 28.4 DWoodland on to K-7 off 6900 0.90 4 3115' @ +0.76%, 2550' @ +1.70%, 2150' @ -0.60%, 800' @ +0.30%, 1750' @ -0.57%, 118' @ -0.40% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.83 66.8 1965 63.3 31.0 DK-7 on to Cedar Creek off 5100 0.90 4 1685' @ -0.40%, 4037' @ -1.88%, 3590' @ +1.50%, 420' @ -2.89% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.50 65.5 1452 65.5 22.2 CCedar Creek on to Kill Creek off 4000 0.90 3 6580' @ -2.89%, 4300' @ -0.17%, 5650' @ +2.62%, 4500' @ -1.10% 5.0% 1.5 0% 1.3 1.0 70 12 6 0.33 67.0 1519 66.9 22.7 CKill Creek on to Lexington off 3200 0.90 3 2125' @ -1.10%, 3000' @ -3.00%, 2792' @ +3.00% 5.0% 1.5 0% 3.0 1.0 70 12 6 0.50 67.0 1215 67.0 18.1 CLexington on to Edgerton off 3400 0.90 3 742' @ -2.31%, 3650' @ +3.00%, 2050' @ -3.00%, 2300' @ -1.21%, 546' @ +0.50% 5.0% 1.5 0% 3.0 1.0 70 12 6 0.67 66.1 1291 66.1 19.5 CEdgerton on to Evening Star off 2900 0.90 3 2354' @ +0.50%, 3400' @ +0.30%, 1400' @ +0.84%, 662' @ -1.18% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 66.1 1101 66.1 16.7 BEvening Star on to 1400 off 3700 0.90 3 538' @ -1.18%, 2200' @ -0.50%, 1150' @ -1.60%, 1000' @ -0.50%, 950' @ -2.96%, 2270' @ -1.18%, 2055' @ +2.43% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 66.1 1405 66.1 21.3 C1400 on to Church off 3500 0.90 3 575' @ +2.43%, 6950' @ +0.28% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.50 67.0 1329 67.0 19.8 CChurch on to 1900 off 3500 0.90 3 1850' @ +0.28%, 3300' @ -0.70%, 2800' @ +0.72%, 3750' @ -1.79%, 4100' @ 0.00% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.50 65.5 1329 65.5 20.3 C
Free Flow SpeedVolume (vph)
LocationP.M. Peak HourK-10 Eastbound
K-10 Westbound
xxx - Actual grade entered into HCS
Inputs ResultsHeavy RVs 2030Vehs
LOS
Table B-5: Ramp Junctions: Highway Capacity Manual Analysis - 2030 Volumes with Existing Interchanges
Free- Free- Accel Speed (mph)flow Volume Peak- Driver flow Volume or decel Peak- Driver Volume Peak- Separ- Driver Ramp
speed Hour Auto Auto Pop speed length Hour Auto Auto Pop Hour ation Auto Auto Pop Density Influ. Outer AllLanes (mph) 2030 Factor Terrain % Equiv % Equiv Adj. Side Lanes (mph) 2030 (ft) Terrain* Factor % Equiv % Equiv Adj. 2030 Factor Position Type Dist (ft) Terrain % Equiv % Equiv Adj. (pc/mi/ln) LOS Area Lanes Vehs.
K-10 Eastbound1900 off 3 65.0 2800 0.90 7230' @ 0.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 200 660 950' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 17.3 B 54.7 71.3 58.91900 on 3 65.5 2600 0.90 3270' @ 0.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 840 795' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 16.6 B 58.6 63.0 60.1Church off 3 65.5 2900 0.90 1130' @ -0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 1100 610 1110' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 20.5 C 52.8 71.9 56.3Church on 3 65.5 1800 0.90 6000' @ -0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 400 750 1000' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 13.7 B 58.7 64.3 60.41400 off 3 65.5 2200 0.90 8230' @ -0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 100 800 1215' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 12.3 B 55.2 71.9 59.21400 on 3 64.6 2100 0.90 1320' @ -2.43% 5.0% 1.5 0% 1.2 1.0 right 1 35 400 970 690' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 14.0 B 58.3 63.0 59.8Evening Star off 3 64.6 2500 0.90 1670' @ +0.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 1000 816 425' @ -1.32% 0.90 5.0% 1.5 0.0% 1.2 1.00 16.1 B 52.6 70.9 55.7Evening Star on 3 64.6 1500 0.90 1040' @ -0.84% 5.0% 1.5 0% 1.2 1.0 right 1 35 1000 1013 550' @ 2.87% 0.90 5.0% 1.5 0.0% 1.2 1.00 15.6 B 58.2 64.0 59.4Edgerton off 3 64.6 2500 0.90 1200' @ -0.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 400 858 325' @ -1.64% 0.90 5.0% 1.5 0.0% 1.2 1.00 14.2 B 54.0 70.9 57.8Edgerton on 3 64.6 2100 0.90 1930' @ +1.21% 5.0% 1.5 0% 1.2 1.0 right 1 35 500 927 425' @ 2.34% 0.90 5.0% 1.5 0.0% 1.2 1.00 15.1 B 58.2 63.0 59.6Lexington off 3 64.6 2600 0.90 3580' @ -3.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 600 651 180' @ -4.47% 0.90 5.0% 1.5 0.0% 1.2 1.00 17.1 B 53.5 70.9 57.3Lexington on 3 65.5 2000 0.90 3655' @ -3.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 1100 1370 860' @ 4.47% 0.90 5.0% 1.5 0.0% 1.2 1.00 17.0 B 58.9 64.2 60.1Kill Creek off 3 65.5 3100 0.90 1145' @ +1.10% 5.0% 1.5 0% 1.2 1.0 right 1 35 600 655 390' @ 4.91% 0.90 5.0% 1.5 0.0% 1.2 1.00 19.9 B 54.0 71.8 58.2Kill Creek on 3 65.5 2500 0.90 3660' @ +1.10% 5.0% 1.5 0% 1.2 1.0 right 1 35 800 860 75' @ 1.78% 0.90 5.0% 1.5 0.0% 1.2 1.00 20.1 C 58.1 63.2 59.6Cedar Creek off 3 65.5 3300 0.90 5720' @ +2.89% 5.0% 2.5 0% 3.0 1.0 right 1 35 1000 680 1000' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 22.6 C 53.0 71.5 57.1Cedar Creek on 4 65.5 2300 0.90 3115' @ -1.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 1900 860 950' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 20.5 C 57.9 63.6 60.2Woodland off 4 63.8 4800 0.90 2300' @ -0.76% 5.0% 1.5 0% 1.2 1.0 right 2 35 800 600, 500 250' @ -5.74% 0.90 5.0% 1.5 0.0% 1.2 1.00 7.0 A 52.7 67.3 60.8Woodland on 5 63.8 4000 0.90 1540' @ -3.55% 5.0% 1.5 0% 1.2 1.0 right 1 35 1100 835 580' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 18.5 B 57.1 61.3 59.1Ridgeview off 5 63.8 5100 0.90 1900' @ +3.06% 5.0% 2.0 0% 2.5 1.0 right 2 35 600 710, 500 950' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 2.6 A 53.1 67.6 61.6Ridgeview on 5 64.6 4500 0.90 level 5.0% 1.5 0% 1.2 1.0 right 1 35 1600 840 795' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.6 C 57.1 61.1 59.1Renner off 5 64.6 6100 0.90 level 5.0% 1.5 0% 1.2 1.0 right 1 35 1200 500 2100' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 28.5 D 52.1 69.8 58.6
K-10 WestboundRenner on 5 69.1 6500 0.90 level 5.0% 1.5 0% 1.2 1.0 right 1 35 1800 500 1600' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 22.5 C 59.8 62.1 61.2Ridgeview off 5 69.1 8300 0.90 level 5.0% 1.5 0% 1.2 1.0 right 2 35 1100 550, 500 950' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 14.7 B 54.4 70.6 63.4Ridgeview on 5 68.3 7200 0.90 1850' @ -3.06% 5.0% 1.5 0% 1.2 1.0 right 1 35 800 500 795' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.1 C 59.6 62.3 61.3Woodland off 5 68.3 8000 0.90 1309' @ +3.55% 5.0% 2.0 0% 2.5 1.0 right 2 35 1700 590, 910 690' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 14.5 B 52.5 70.8 61.2Woodland on 4 66.8 6300 0.90 2330' @ +0.76% 5.0% 1.5 0% 1.2 1.0 right 1 35 600 1390 150' @ 3.98% 0.90 5.0% 1.5 0.0% 1.2 1.00 34.0** F 49.4 63.1 53.9Cedar Creek off 4 67.0 5100 0.90 3040' @ +1.50% 5.0% 1.5 0% 1.2 1.0 right 2 35 2300 640, 500 1170' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 17.9 B 50.4 72.8 57.6Cedar Creek on 3 67.0 2800 0.90 5800' @ -2.89% 5.0% 1.5 0% 1.2 1.0 right 1 35 1200 850 795' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 25.1 C 57.9 64.2 59.5Kill Creek off 3 67.0 4000 0.90 3675' @ -1.10% 5.0% 1.5 0% 1.2 1.0 right 1 35 1200 660 275' @ -1.55% 0.90 5.0% 1.5 0.0% 1.2 1.00 26.1 C 53.2 72.2 57.6Kill Creek on 3 65.5 2800 0.90 1125' @ -1.10% 5.0% 1.5 0% 1.2 1.0 right 1 35 400 860 350' @ -4.77% 0.90 5.0% 1.5 0.0% 1.2 1.00 18.4 B 58.4 62.7 59.8Lexington off 3 65.5 3200 0.90 2389' @ +3.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 700 910 540' @ -2.58% 0.90 5.0% 1.5 0.0% 1.2 1.00 18.4 B 53.8 71.7 57.9Lexington on 3 64.6 2500 0.90 3142' @ +3.00% 5.0% 1.5 0% 3.0 1.0 right 1 35 900 822 225' @ 1.28% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.2 C 57.3 62.3 58.7Edgerton off 3 64.6 3400 0.90 1780' @ -1.21% 5.0% 1.5 0% 1.2 1.0 right 1 35 800 816 370' @ -4.29% 0.90 5.0% 1.5 0.0% 1.2 1.00 20.6 C 53.1 70.4 57.1Edgerton on 3 64.6 2600 0.90 1500' @ +0.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 1013 425' @ 4.75% 0.90 5.0% 1.5 0.0% 1.2 1.00 15.6 B 58.2 62.2 59.6Evening Star off 3 64.6 2900 0.90 750' @ +0.84% 5.0% 1.5 0% 1.2 1.0 right 1 35 600 858 425' @ -3.84% 0.90 5.0% 1.5 0.0% 1.2 1.00 17.0 B 53.5 70.9 57.5Evening Star on 3 66.1 2300 0.90 1820' @ -0.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 1400 880 420' @ 2.21% 0.90 5.0% 1.5 0.0% 1.2 1.00 24.0 C 57.6 64.1 59.11400 off 3 66.1 3700 0.90 1200' @ +2.43% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 740 900' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.8 C 55.0 71.0 59.51400 on 3 65.5 3400 0.90 6680' @ +0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 100 780 690' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 19.5 B 58.2 61.7 59.5Church off 3 65.5 3500 0.90 7770' @ +0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 700 600 860' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 22.8 C 53.8 71.1 58.0Church on 3 65.5 2800 0.90 1030' @ +0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 700 970 795' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 20.3 C 58.2 62.8 59.51900 off 3 65.5 3500 0.90 3380' @ 0.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 650 740' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.5 C 54.7 70.7 59.11900 on 3 65.0 3200 0.90 7120' @ 0.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 200 850 795' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 18.9 B 58.0 61.6 59.3
2000
* A ramp grade of 3% (or -3%) was estimated on ramps for which there was no ramp data available on the as-built plans.
38002000380020003800
20002000
20002000
2000
200020002000
P.M. Peak Hour
200020002000
Vehs RVs
Location(vph) (vph) (vph)
2030
Basic Capacity
Volume Exceeds
Basic Capacity?
Heavy Heavy HeavyVehs RVs Vehs RVs
Freeway Mainline Data Ramp Data Adjacent Ramp Data (6-lane freeways only)
1/14/05
Inputs Results Basic Ramp Capacity Check
** Local high densities, but no freeway queueing (HCM p 25-8)
2000
20002000
2000
38002000380020002000
20002000
2000
2000200020002000200020002000200020002000200020002000
nonononononononononononononononononononono
nonononononononononononononononononononono
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
2030
w/ e
xist
ing
inte
rcha
nges
2: K
-10
& E
ast H
ills
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olF
ree
Fre
eS
top
Sto
pG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
4897
314
211
605
120
631
019
7P
eak
Hou
r F
acto
r0.
630.
900.
580.
500.
890.
630.
430.
250.
500.
550.
250.
52H
ourly
flow
rat
e (v
ph)
7610
8124
413
038
280
1256
037
9P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Rai
sed
Rai
sed
Med
ian
stor
age
veh)
22
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e13
1111
0518
9325
5354
120
1625
6965
2vC
1, s
tage
1 c
onf v
ol12
3312
3313
1113
11vC
2, s
tage
2 c
onf v
ol66
013
1970
512
58vC
u, u
nblo
cked
vol
1311
1105
1893
2553
541
2016
2569
652
tC, s
ingl
e (s
)4.
14.
17.
56.
56.
97.
56.
56.
9tC
, 2 s
tage
(s)
6.5
5.5
6.5
5.5
tF (
s)2.
22.
23.
54.
03.
33.
54.
03.
3p0
que
ue fr
ee %
8599
010
098
6110
08
cM c
apac
ity (
veh/
h)52
362
73
118
486
145
145
411
Dire
ctio
n, L
ane
#E
B 1
EB
2E
B 3
EB
4W
B 1
WB
2W
B 3
WB
4N
B 1
SB
1S
B 2
Vol
ume
Tot
al76
541
541
244
652
652
840
5637
9V
olum
e Le
ft76
00
04
00
028
560
Vol
ume
Rig
ht0
00
240
00
812
037
9cS
H52
317
0017
0017
0062
717
0017
0017
004
145
411
Vol
ume
to C
apac
ity0.
150.
320.
320.
010.
010.
380.
380.
009.
570.
390.
92Q
ueue
Len
gth
(ft)
130
00
00
00
Err
4125
2C
ontr
ol D
elay
(s)
13.0
0.0
0.0
0.0
10.8
0.0
0.0
0.0
Err
44.7
59.1
Lane
LO
SB
BF
EF
App
roac
h D
elay
(s)
0.8
0.0
Err
57.2
App
roac
h LO
SF
F
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
14
3.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
57.6
%IC
U L
evel
of S
ervi
ce
BA
naly
sis
Per
iod
(min
)15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
2030
w/ e
xist
ing
inte
rcha
nges
3: K
-10
& 1
750
Rd
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olF
ree
Fre
eS
top
Sto
pG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
1710
740
513
6563
02
339
221
Pea
k H
our
Fac
tor
0.85
0.95
0.25
0.41
0.89
0.84
0.25
0.50
0.38
0.88
0.50
0.66
Hou
rly fl
ow r
ate
(vph
)20
1131
012
1534
750
48
444
32P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
1M
edia
n ty
peR
aise
dR
aise
dM
edia
n st
orag
e ve
h)1
1U
pstr
eam
sig
nal (
ft)pX
, pla
toon
unb
lock
edvC
, con
flict
ing
volu
me
1609
1131
1964
2804
565
2173
2729
767
vC1,
sta
ge 1
con
f vol
1171
1171
1558
1558
vC2,
sta
ge 2
con
f vol
793
1633
615
1171
vCu,
unb
lock
ed v
ol16
0911
3119
6428
0456
521
7327
2976
7tC
, sin
gle
(s)
4.1
4.1
7.5
6.5
6.9
7.5
6.5
6.9
tC, 2
sta
ge (
s)6.
55.
56.
55.
5tF
(s)
2.2
2.2
3.5
4.0
3.3
3.5
4.0
3.3
p0 q
ueue
free
%95
9810
095
9850
9691
cM c
apac
ity (
veh/
h)40
261
411
987
468
8999
345
Dire
ctio
n, L
ane
#E
B 1
EB
2E
B 3
EB
4W
B 1
WB
2W
B 3
WB
4N
B 1
SB
1V
olum
e T
otal
2056
556
50
1276
776
775
1280
Vol
ume
Left
200
00
120
00
044
Vol
ume
Rig
ht0
00
00
00
758
32cS
H40
217
0017
0017
0061
417
0017
0017
0018
913
7V
olum
e to
Cap
acity
0.05
0.33
0.33
0.00
0.02
0.45
0.45
0.04
0.06
0.58
Que
ue L
engt
h (f
t)4
00
02
00
05
74C
ontr
ol D
elay
(s)
14.4
0.0
0.0
0.0
11.0
0.0
0.0
0.0
25.3
62.6
Lane
LO
SB
BD
FA
ppro
ach
Del
ay (
s)0.
30.
125
.362
.6A
ppro
ach
LOS
DF
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
2.
0In
ters
ectio
n C
apac
ity U
tiliz
atio
n 54
.4%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
2030
w/ e
xist
ing
inte
rcha
nges
4: K
10 W
B r
amps
& 1
900
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
00
015
00
150
100
150
00
150
100
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)0
00
167
016
711
116
70
016
711
1P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e77
861
122
261
166
716
727
816
7vC
1, s
tage
1 c
onf v
olvC
2, s
tage
2 c
onf v
olvC
u, u
nblo
cked
vol
778
611
222
611
667
167
278
167
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
100
100
100
5610
081
9110
0cM
cap
acity
(ve
h/h)
237
373
817
379
347
878
1285
1411
Dire
ctio
n, L
ane
#W
B 1
NB
1S
B 1
Vol
ume
Tot
al33
327
827
8V
olum
e Le
ft16
711
10
Vol
ume
Rig
ht16
70
111
cSH
529
1285
1700
Vol
ume
to C
apac
ity0.
630.
090.
16Q
ueue
Len
gth
(ft)
108
70
Con
trol
Del
ay (
s)22
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000.
85F
lt P
rote
cted
0.95
1.00
0.95
1.00
1.00
1.00
Sat
d. F
low
(pr
ot)
3399
1567
3433
1863
1863
1583
Flt
Per
mitt
ed0.
951.
000.
951.
001.
001.
00S
atd.
Flo
w (
perm
)33
9915
6734
3318
6318
6315
83V
olum
e (v
ph)
00
050
00
100
1200
300
00
200
200
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)0
00
556
011
113
3333
30
022
222
2R
TO
R R
educ
tion
(vph
)0
00
088
00
00
00
176
Lane
Gro
up F
low
(vp
h)0
00
556
230
1333
333
00
222
46T
urn
Typ
eP
rot
Pro
tP
rot
Pro
tect
ed P
hase
s3
85
26
6P
erm
itted
Pha
ses
Act
uate
d G
reen
, G (
s)15
.615
.631
.851
.415
.615
.6E
ffect
ive
Gre
en, g
(s)
15.6
15.6
31.8
51.4
15.6
15.6
Act
uate
d g/
C R
atio
0.21
0.21
0.42
0.69
0.21
0.21
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
707
326
1456
1277
388
329
v/s
Rat
io P
rot
c0.1
60.
07c0
.39
0.18
0.12
c0.1
4v/
s R
atio
Per
mv/
c R
atio
0.79
0.07
0.92
0.26
0.57
0.14
Uni
form
Del
ay, d
128
.123
.920
.34.
526
.724
.2P
rogr
essi
on F
acto
r1.
001.
000.
320.
231.
001.
00In
crem
enta
l Del
ay, d
25.
80.
16.
20.
46.
00.
9D
elay
(s)
33.9
24.0
12.6
1.4
32.7
25.1
Leve
l of S
ervi
ceC
CB
AC
CA
ppro
ach
Del
ay (
s)0.
032
.210
.428
.9A
ppro
ach
LOS
AC
BC
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay18
.6H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.82
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
73.2
%IC
U L
evel
of S
ervi
ceD
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es11
: K10
EB
ram
ps &
Eve
ning
Sta
r12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00G
rade
(%
)1%
0%0%
0%T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
000.
950.
950.
950.
881.
000.
95F
rt1.
000.
850.
851.
000.
851.
001.
00F
lt P
rote
cted
0.95
1.00
1.00
1.00
1.00
0.95
1.00
Sat
d. F
low
(pr
ot)
1761
1497
1497
3539
2787
1770
3539
Flt
Per
mitt
ed0.
951.
001.
001.
001.
000.
091.
00S
atd.
Flo
w (
perm
)17
6114
9714
9735
3927
8716
335
39V
olum
e (v
ph)
150
085
00
00
013
5085
015
055
00
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)16
70
944
00
00
1500
944
167
611
0R
TO
R R
educ
tion
(vph
)0
253
253
00
00
041
80
00
Lane
Gro
up F
low
(vp
h)16
721
921
90
00
015
0052
616
761
10
Tur
n T
ype
Pro
tP
erm
Pro
tpm
+pt
Pro
tect
ed P
hase
s7
42
21
6P
erm
itted
Pha
ses
46
Act
uate
d G
reen
, G (
s)14
.914
.914
.941
.841
.852
.152
.1E
ffect
ive
Gre
en, g
(s)
14.9
14.9
14.9
41.8
41.8
52.1
52.1
Act
uate
d g/
C R
atio
0.20
0.20
0.20
0.56
0.56
0.69
0.69
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
350
297
297
1972
1553
248
2458
v/s
Rat
io P
rot
0.09
c0.3
2c0
.42
0.34
c0.0
60.
17v/
s R
atio
Per
m0.
320.
41v/
c R
atio
0.48
0.74
0.74
0.76
0.34
0.67
0.25
Uni
form
Del
ay, d
126
.628
.228
.212
.89.
112
.34.
2P
rogr
essi
on F
acto
r1.
001.
001.
001.
001.
000.
830.
00In
crem
enta
l Del
ay, d
21.
09.
29.
22.
80.
66.
20.
2D
elay
(s)
27.6
37.4
37.4
15.6
9.7
16.5
0.2
Leve
l of S
ervi
ceC
DD
BA
BA
App
roac
h D
elay
(s)
35.9
0.0
13.3
3.7
App
roac
h LO
SD
AB
A
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay17
.4H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.95
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
73.2
%IC
U L
evel
of S
ervi
ceD
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es12
: K10
WB
ram
ps &
Edg
erto
n12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00G
rade
(%
)0%
2%0%
0%T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r0.
971.
001.
001.
001.
001.
00F
rt1.
000.
851.
001.
001.
000.
85F
lt P
rote
cted
0.95
1.00
0.95
1.00
1.00
1.00
Sat
d. F
low
(pr
ot)
3399
1567
1770
1863
1863
1583
Flt
Per
mitt
ed0.
951.
000.
491.
001.
001.
00S
atd.
Flo
w (
perm
)33
9915
6790
618
6318
6315
83V
olum
e (v
ph)
00
060
00
200
200
300
00
200
100
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)0
00
667
022
222
233
30
022
211
1R
TO
R R
educ
tion
(vph
)0
00
016
10
00
00
072
Lane
Gro
up F
low
(vp
h)0
00
667
610
222
333
00
222
39T
urn
Typ
eP
rot
pm+p
tP
rot
Pro
tect
ed P
hase
s3
85
26
6P
erm
itted
Pha
ses
2A
ctua
ted
Gre
en, G
(s)
16.5
16.5
35.5
35.5
21.3
21.3
Effe
ctiv
e G
reen
, g (
s)16
.516
.535
.535
.521
.321
.3A
ctua
ted
g/C
Rat
io0.
280.
280.
590.
590.
360.
36C
lear
ance
Tim
e (s
)4.
04.
04.
04.
04.
04.
0V
ehic
le E
xten
sion
(s)
3.0
3.0
3.0
3.0
3.0
3.0
Lane
Grp
Cap
(vp
h)93
543
168
311
0266
156
2v/
s R
atio
Pro
tc0
.20
0.14
c0.0
60.
180.
120.
07v/
s R
atio
Per
mc0
.14
v/c
Rat
io0.
710.
140.
330.
300.
340.
07U
nifo
rm D
elay
, d1
19.6
16.4
6.0
6.1
14.2
12.8
Pro
gres
sion
Fac
tor
1.00
1.00
0.24
0.29
1.00
1.00
Incr
emen
tal D
elay
, d2
2.6
0.2
0.3
0.7
1.4
0.2
Del
ay (
s)22
.216
.61.
72.
515
.513
.0Le
vel o
f Ser
vice
CB
AA
BB
App
roac
h D
elay
(s)
0.0
20.8
2.2
14.7
App
roac
h LO
SA
CA
B
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay13
.8H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.44
Act
uate
d C
ycle
Len
gth
(s)
60.0
Sum
of l
ost t
ime
(s)
8.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
58.6
%IC
U L
evel
of S
ervi
ceB
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es13
: K10
EB
ram
ps &
Edg
erto
n12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
951.
001.
000.
95F
rt1.
000.
851.
000.
851.
001.
00F
lt P
rote
cted
0.95
1.00
1.00
1.00
0.95
1.00
Sat
d. F
low
(pr
ot)
1770
1583
3539
1583
1770
3539
Flt
Per
mitt
ed0.
951.
001.
001.
000.
421.
00S
atd.
Flo
w (
perm
)17
7015
8335
3915
8378
735
39V
olum
e (v
ph)
100
030
00
00
040
035
015
065
00
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)11
10
333
00
00
444
389
167
722
0R
TO
R R
educ
tion
(vph
)0
150
00
00
00
206
00
0La
ne G
roup
Flo
w (
vph)
111
183
00
00
044
418
316
772
20
Tur
n T
ype
Pro
tP
rot
pm+p
tP
rote
cted
Pha
ses
74
22
16
Per
mitt
ed P
hase
s6
Act
uate
d G
reen
, G (
s)11
.511
.528
.328
.340
.540
.5E
ffect
ive
Gre
en, g
(s)
11.5
11.5
28.3
28.3
40.5
40.5
Act
uate
d g/
C R
atio
0.19
0.19
0.47
0.47
0.68
0.68
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
339
303
1669
747
666
2389
v/s
Rat
io P
rot
0.06
c0.2
10.
13c0
.25
0.03
c0.2
0v/
s R
atio
Per
m0.
14v/
c R
atio
0.33
0.61
0.27
0.25
0.25
0.30
Uni
form
Del
ay, d
120
.922
.29.
69.
53.
74.
0P
rogr
essi
on F
acto
r1.
001.
001.
001.
001.
150.
06In
crem
enta
l Del
ay, d
20.
63.
40.
40.
80.
20.
3D
elay
(s)
21.5
25.6
10.0
10.3
4.5
0.5
Leve
l of S
ervi
ceC
CA
BA
AA
ppro
ach
Del
ay (
s)24
.60.
010
.11.
2A
ppro
ach
LOS
CA
BA
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay9.
4H
CM
Lev
el o
f Ser
vice
AH
CM
Vol
ume
to C
apac
ity r
atio
0.63
Act
uate
d C
ycle
Len
gth
(s)
60.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
58.6
%IC
U L
evel
of S
ervi
ceB
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es14
: K10
WB
ram
ps &
Lex
ingt
on12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
881.
001.
000.
970.
951.
000.
951.
00F
rt1.
001.
000.
851.
000.
921.
000.
971.
001.
000.
85F
lt P
rote
cted
0.95
1.00
1.00
0.95
1.00
0.95
1.00
0.95
1.00
1.00
Sat
d. F
low
(pr
ot)
1770
1863
2787
1770
1723
3433
3443
1770
3539
1583
Flt
Per
mitt
ed0.
391.
001.
000.
451.
000.
951.
000.
241.
001.
00S
atd.
Flo
w (
perm
)73
018
6327
8783
417
2334
3334
4344
035
3915
83V
olum
e (v
ph)
100
100
500
200
100
100
650
450
100
100
600
150
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)11
111
155
622
211
111
172
250
011
111
166
716
7R
TO
R R
educ
tion
(vph
)0
013
60
350
016
00
011
1La
ne G
roup
Flo
w (
vph)
111
111
420
222
187
072
259
50
111
667
56T
urn
Typ
epm
+pt
pt+o
vpm
+pt
Pro
tpm
+pt
Pro
tP
rote
cted
Pha
ses
74
4 5
38
52
16
6P
erm
itted
Pha
ses
48
6A
ctua
ted
Gre
en, G
(s)
22.6
12.9
40.7
30.0
16.6
27.8
53.4
34.9
34.9
34.9
Effe
ctiv
e G
reen
, g (
s)22
.612
.940
.730
.016
.627
.853
.434
.934
.934
.9A
ctua
ted
g/C
Rat
io0.
220.
120.
390.
290.
160.
260.
510.
330.
330.
33C
lear
ance
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
04.
04.
0V
ehic
le E
xten
sion
(s)
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
Lane
Grp
Cap
(vp
h)25
322
910
8035
827
290
917
5126
411
7652
6v/
s R
atio
Pro
t0.
040.
060.
20c0
.08
c0.1
3c0
.21
0.18
0.04
c0.1
90.
11v/
s R
atio
Per
m0.
050.
100.
10v/
c R
atio
0.44
0.48
0.39
0.62
0.69
0.79
0.34
0.42
0.57
0.11
Uni
form
Del
ay, d
134
.643
.023
.230
.841
.735
.915
.325
.728
.824
.3P
rogr
essi
on F
acto
r1.
001.
001.
001.
001.
000.
730.
791.
001.
001.
00In
crem
enta
l Del
ay, d
21.
21.
60.
23.
37.
04.
30.
51.
12.
00.
4D
elay
(s)
35.8
44.6
23.4
34.1
48.7
30.7
12.6
26.7
30.8
24.7
Leve
l of S
ervi
ceD
DC
CD
CB
CC
CA
ppro
ach
Del
ay (
s)28
.241
.422
.429
.3A
ppro
ach
LOS
CD
CC
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay28
.0H
CM
Lev
el o
f Ser
vice
CH
CM
Vol
ume
to C
apac
ity r
atio
0.71
Act
uate
d C
ycle
Len
gth
(s)
105.
0S
um o
f los
t tim
e (s
)16
.0In
ters
ectio
n C
apac
ity U
tiliz
atio
n65
.4%
ICU
Lev
el o
f Ser
vice
CA
naly
sis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es15
: K10
EB
ram
ps &
Lex
ingt
on12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00G
rade
(%
)-2
%0%
0%0%
Tot
al L
ost t
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Lane
Util
. Fac
tor
1.00
0.88
1.00
0.97
0.95
1.00
0.95
1.00
Frt
1.00
0.85
0.93
1.00
1.00
1.00
1.00
0.85
Flt
Pro
tect
ed0.
961.
000.
990.
951.
000.
951.
001.
00S
atd.
Flo
w (
prot
)17
9728
1517
1634
3335
3417
7035
3915
83F
lt P
erm
itted
0.96
1.00
0.99
0.95
1.00
0.24
1.00
1.00
Sat
d. F
low
(pe
rm)
1797
2815
1716
3433
3534
447
3539
1583
Vol
ume
(vph
)15
010
450
1010
2090
010
5010
2010
0020
0P
eak-
hour
fact
or, P
HF
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Adj
. Flo
w (
vph)
167
1150
011
1122
1000
1167
1122
1111
222
RT
OR
Red
uctio
n (v
ph)
00
170
021
00
00
00
147
Lane
Gro
up F
low
(vp
h)0
178
330
023
010
0011
780
2211
1175
Tur
n T
ype
Spl
itpt
+ov
Spl
itP
rot
pm+p
tP
rot
Pro
tect
ed P
hase
s4
44
58
85
21
66
Per
mitt
ed P
hase
s6
Act
uate
d G
reen
, G (
s)14
.249
.14.
634
.968
.636
.935
.335
.3E
ffect
ive
Gre
en, g
(s)
14.2
49.1
4.6
34.9
68.6
36.9
35.3
35.3
Act
uate
d g/
C R
atio
0.14
0.47
0.04
0.33
0.65
0.35
0.34
0.34
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
243
1316
7511
4123
0917
711
9053
2v/
s R
atio
Pro
tc0
.10
0.18
c0.0
3c0
.29
0.33
0.00
c0.3
10.
14v/
s R
atio
Per
m0.
04v/
c R
atio
0.73
0.25
0.31
0.88
0.51
0.12
0.93
0.14
Uni
form
Del
ay, d
143
.616
.948
.733
.09.
523
.233
.724
.3P
rogr
essi
on F
acto
r1.
001.
001.
001.
001.
000.
710.
790.
88In
crem
enta
l Del
ay, d
210
.80.
12.
37.
80.
80.
313
.10.
5D
elay
(s)
54.4
17.0
51.0
40.8
10.3
16.8
39.7
21.8
Leve
l of S
ervi
ceD
BD
DB
BD
CA
ppro
ach
Del
ay (
s)26
.851
.024
.336
.4A
ppro
ach
LOS
CD
CD
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay28
.8H
CM
Lev
el o
f Ser
vice
CH
CM
Vol
ume
to C
apac
ity r
atio
0.86
Act
uate
d C
ycle
Len
gth
(s)
105.
0S
um o
f los
t tim
e (s
)16
.0In
ters
ectio
n C
apac
ity U
tiliz
atio
n78
.8%
ICU
Lev
el o
f Ser
vice
DA
naly
sis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es16
: K10
WB
ram
ps &
Kill
Cre
ek12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r0.
971.
001.
000.
950.
951.
00F
rt1.
000.
851.
001.
001.
000.
85F
lt P
rote
cted
0.95
1.00
0.95
1.00
1.00
1.00
Sat
d. F
low
(pr
ot)
3433
1583
1770
3539
3539
1583
Flt
Per
mitt
ed0.
951.
000.
261.
001.
001.
00S
atd.
Flo
w (
perm
)34
3315
8348
435
3935
3915
83V
olum
e (v
ph)
00
090
00
300
300
500
00
500
100
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)0
00
1000
033
333
355
60
055
611
1R
TO
R R
educ
tion
(vph
)0
00
017
50
00
00
081
Lane
Gro
up F
low
(vp
h)0
00
1000
158
033
355
60
055
630
Tur
n T
ype
Pro
tpm
+pt
Pro
tP
rote
cted
Pha
ses
38
52
66
Per
mitt
ed P
hase
s2
Act
uate
d G
reen
, G (
s)21
.021
.031
.031
.016
.416
.4E
ffect
ive
Gre
en, g
(s)
21.0
21.0
31.0
31.0
16.4
16.4
Act
uate
d g/
C R
atio
0.35
0.35
0.52
0.52
0.27
0.27
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
1202
554
477
1828
967
433
v/s
Rat
io P
rot
c0.2
90.
21c0
.12
0.16
0.16
0.07
v/s
Rat
io P
erm
c0.2
4v/
c R
atio
0.83
0.29
0.70
0.30
0.57
0.07
Uni
form
Del
ay, d
117
.914
.19.
68.
318
.816
.2P
rogr
essi
on F
acto
r1.
001.
000.
410.
241.
001.
00In
crem
enta
l Del
ay, d
25.
10.
33.
30.
42.
50.
3D
elay
(s)
22.9
14.4
7.3
2.4
21.3
16.5
Leve
l of S
ervi
ceC
BA
AC
BA
ppro
ach
Del
ay (
s)0.
020
.84.
220
.5A
ppro
ach
LOS
AC
AC
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay15
.6H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.74
Act
uate
d C
ycle
Len
gth
(s)
60.0
Sum
of l
ost t
ime
(s)
8.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
87.5
%IC
U L
evel
of S
ervi
ceE
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es17
: K10
EB
ram
ps &
Kill
Cre
ek12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
950.
881.
000.
95F
rt1.
000.
851.
000.
851.
001.
00F
lt P
rote
cted
0.95
1.00
1.00
1.00
0.95
1.00
Sat
d. F
low
(pr
ot)
1770
1583
3539
2787
1770
3539
Flt
Per
mitt
ed0.
951.
001.
001.
000.
191.
00S
atd.
Flo
w (
perm
)17
7015
8335
3927
8736
135
39V
olum
e (v
ph)
150
045
00
00
065
060
020
012
000
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)16
70
500
00
00
722
667
222
1333
0R
TO
R R
educ
tion
(vph
)0
150
00
00
045
90
00
Lane
Gro
up F
low
(vp
h)16
748
50
00
00
722
208
222
1333
0T
urn
Typ
eP
rot
Pro
tpm
+pt
Pro
tect
ed P
hase
s7
42
21
6P
erm
itted
Pha
ses
6A
ctua
ted
Gre
en, G
(s)
21.2
21.2
18.7
18.7
30.8
30.8
Effe
ctiv
e G
reen
, g (
s)21
.221
.218
.718
.730
.830
.8A
ctua
ted
g/C
Rat
io0.
350.
350.
310.
310.
510.
51C
lear
ance
Tim
e (s
)4.
04.
04.
04.
04.
04.
0V
ehic
le E
xten
sion
(s)
3.0
3.0
3.0
3.0
3.0
3.0
Lane
Grp
Cap
(vp
h)62
555
911
0386
937
618
17v/
s R
atio
Pro
t0.
09c0
.32
0.20
0.24
0.08
c0.3
8v/
s R
atio
Per
m0.
22v/
c R
atio
0.27
0.87
0.65
0.24
0.59
0.73
Uni
form
Del
ay, d
113
.918
.117
.915
.49.
611
.4P
rogr
essi
on F
acto
r1.
001.
001.
001.
001.
460.
23In
crem
enta
l Del
ay, d
20.
213
.43.
00.
72.
11.
8D
elay
(s)
14.1
31.5
20.9
16.0
16.1
4.4
Leve
l of S
ervi
ceB
CC
BB
AA
ppro
ach
Del
ay (
s)27
.10.
018
.56.
1A
ppro
ach
LOS
CA
BA
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay14
.8H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.80
Act
uate
d C
ycle
Len
gth
(s)
60.0
Sum
of l
ost t
ime
(s)
8.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
87.5
%IC
U L
evel
of S
ervi
ceE
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es18
: K10
WB
ram
ps &
Ced
ar C
reek
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r0.
971.
000.
970.
910.
860.
88F
rt1.
000.
851.
001.
001.
000.
85F
lt P
rote
cted
0.95
1.00
0.95
1.00
1.00
1.00
Sat
d. F
low
(pr
ot)
3433
1583
3433
5085
6408
2787
Flt
Per
mitt
ed0.
951.
000.
951.
001.
001.
00S
atd.
Flo
w (
perm
)34
3315
8334
3350
8564
0827
87V
olum
e (v
ph)
00
010
000
1300
500
1250
00
1550
700
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)0
00
1111
014
4455
613
890
017
2277
8R
TO
R R
educ
tion
(vph
)0
00
00
00
00
00
539
Lane
Gro
up F
low
(vp
h)0
00
1111
014
4455
613
890
017
2223
9T
urn
Typ
eP
rot
Fre
eP
rot
Pro
tP
rote
cted
Pha
ses
35
26
6P
erm
itted
Pha
ses
Fre
eA
ctua
ted
Gre
en, G
(s)
25.8
75.0
14.2
41.2
23.0
23.0
Effe
ctiv
e G
reen
, g (
s)25
.875
.014
.241
.223
.023
.0A
ctua
ted
g/C
Rat
io0.
341.
000.
190.
550.
310.
31C
lear
ance
Tim
e (s
)4.
04.
04.
04.
04.
0V
ehic
le E
xten
sion
(s)
3.0
3.0
3.0
3.0
3.0
Lane
Grp
Cap
(vp
h)11
8115
8365
027
9319
6585
5v/
s R
atio
Pro
t0.
320.
160.
270.
270.
28v/
s R
atio
Per
m0.
91v/
c R
atio
0.94
0.91
0.86
0.50
0.88
0.28
Uni
form
Del
ay, d
123
.90.
029
.410
.524
.719
.7P
rogr
essi
on F
acto
r1.
001.
000.
120.
161.
001.
00In
crem
enta
l Del
ay, d
214
.39.
54.
20.
35.
90.
8D
elay
(s)
38.1
9.5
7.7
1.9
30.5
20.5
Leve
l of S
ervi
ceD
AA
AC
CA
ppro
ach
Del
ay (
s)0.
022
.03.
627
.4A
ppro
ach
LOS
AC
AC
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay18
.8H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.91
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
0.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
99.3
%IC
U L
evel
of S
ervi
ceF
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es19
: K10
EB
ram
ps &
Ced
ar C
reek
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r0.
970.
950.
950.
910.
880.
970.
95F
rt1.
000.
850.
851.
000.
851.
001.
00F
lt P
rote
cted
0.95
1.00
1.00
1.00
1.00
0.95
1.00
Sat
d. F
low
(pr
ot)
3433
1504
1504
5085
2787
3433
3539
Flt
Per
mitt
ed0.
951.
001.
001.
001.
000.
951.
00S
atd.
Flo
w (
perm
)34
3315
0415
0450
8527
8734
3335
39V
olum
e (v
ph)
550
045
00
00
012
0085
010
5015
000
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)61
10
500
00
00
1333
944
1167
1667
0R
TO
R R
educ
tion
(vph
)0
3232
00
00
053
50
00
Lane
Gro
up F
low
(vp
h)61
121
821
80
00
013
3340
911
6716
670
Tur
n T
ype
Pro
tP
rot
Per
mP
rot
Pro
tect
ed P
hase
s7
44
21
6P
erm
itted
Pha
ses
2A
ctua
ted
Gre
en, G
(s)
15.6
15.6
15.6
21.0
21.0
26.4
51.4
Effe
ctiv
e G
reen
, g (
s)15
.615
.615
.621
.021
.026
.451
.4A
ctua
ted
g/C
Rat
io0.
210.
210.
210.
280.
280.
350.
69C
lear
ance
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
0V
ehic
le E
xten
sion
(s)
3.0
3.0
3.0
3.0
3.0
3.0
3.0
Lane
Grp
Cap
(vp
h)71
431
331
314
2478
012
0824
25v/
s R
atio
Pro
tc0
.18
0.17
0.17
0.26
c0.3
40.
47v/
s R
atio
Per
m0.
34v/
c R
atio
0.86
0.70
0.70
0.94
0.52
0.97
0.69
Uni
form
Del
ay, d
128
.627
.527
.526
.322
.823
.97.
0P
rogr
essi
on F
acto
r1.
001.
001.
001.
001.
000.
150.
11In
crem
enta
l Del
ay, d
29.
96.
66.
612
.82.
510
.80.
6D
elay
(s)
38.5
34.1
34.1
39.2
25.3
14.3
1.4
Leve
l of S
ervi
ceD
CC
DC
BA
App
roac
h D
elay
(s)
36.5
0.0
33.4
6.7
App
roac
h LO
SD
AC
A
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay21
.8H
CM
Lev
el o
f Ser
vice
CH
CM
Vol
ume
to C
apac
ity r
atio
1.02
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
99.3
%IC
U L
evel
of S
ervi
ceF
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es20
: K10
WB
ram
ps &
Woo
dlan
d12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r0.
970.
950.
950.
970.
950.
951.
00F
rt1.
000.
850.
851.
001.
001.
000.
85F
lt P
rote
cted
0.95
1.00
1.00
0.95
1.00
1.00
1.00
Sat
d. F
low
(pr
ot)
3433
1504
1504
3433
3539
3539
1583
Flt
Per
mitt
ed0.
951.
001.
000.
951.
001.
001.
00S
atd.
Flo
w (
perm
)34
3315
0415
0434
3335
3935
3915
83V
olum
e (v
ph)
00
095
00
750
350
900
00
900
250
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)0
00
1056
083
338
910
000
010
0027
8R
TO
R R
educ
tion
(vph
)0
00
059
590
00
00
183
Lane
Gro
up F
low
(vp
h)0
00
1056
357
358
389
1000
00
1000
95T
urn
Typ
eP
rot
Per
mP
rot
Pro
tP
rote
cted
Pha
ses
38
52
66
Per
mitt
ed P
hase
s8
Act
uate
d G
reen
, G (
s)26
.126
.126
.111
.240
.925
.725
.7E
ffect
ive
Gre
en, g
(s)
26.1
26.1
26.1
11.2
40.9
25.7
25.7
Act
uate
d g/
C R
atio
0.35
0.35
0.35
0.15
0.55
0.34
0.34
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
1195
523
523
513
1930
1213
542
v/s
Rat
io P
rot
c0.3
10.
28c0
.11
0.28
c0.2
80.
18v/
s R
atio
Per
m0.
28v/
c R
atio
0.88
0.68
0.69
0.76
0.52
0.82
0.18
Uni
form
Del
ay, d
123
.020
.920
.930
.610
.822
.617
.2P
rogr
essi
on F
acto
r1.
001.
001.
000.
330.
381.
001.
00In
crem
enta
l Del
ay, d
28.
03.
73.
73.
20.
66.
40.
7D
elay
(s)
31.0
24.6
24.6
13.3
4.7
29.0
17.9
Leve
l of S
ervi
ceC
CC
BA
CB
App
roac
h D
elay
(s)
0.0
28.2
7.1
26.6
App
roac
h LO
SA
CA
C
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay21
.3H
CM
Lev
el o
f Ser
vice
CH
CM
Vol
ume
to C
apac
ity r
atio
0.84
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
106.
6%IC
U L
evel
of S
ervi
ceG
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es21
: K10
EB
ram
ps &
Woo
dlan
d12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
950.
880.
970.
95F
rt1.
000.
851.
000.
851.
001.
00F
lt P
rote
cted
0.95
1.00
1.00
1.00
0.95
1.00
Sat
d. F
low
(pr
ot)
1770
1583
3539
2787
3433
3539
Flt
Per
mitt
ed0.
951.
001.
001.
000.
951.
00S
atd.
Flo
w (
perm
)17
7015
8335
3927
8734
3335
39V
olum
e (v
ph)
350
045
00
00
090
060
050
013
500
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)38
90
500
00
00
1000
667
556
1500
0R
TO
R R
educ
tion
(vph
)0
200
00
00
044
60
00
Lane
Gro
up F
low
(vp
h)38
948
00
00
00
1000
221
556
1500
0T
urn
Typ
eP
rot
Per
mP
rot
Pro
tect
ed P
hase
s7
42
16
Per
mitt
ed P
hase
s2
Act
uate
d G
reen
, G (
s)24
.224
.224
.924
.913
.942
.8E
ffect
ive
Gre
en, g
(s)
24.2
24.2
24.9
24.9
13.9
42.8
Act
uate
d g/
C R
atio
0.32
0.32
0.33
0.33
0.19
0.57
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
571
511
1175
925
636
2020
v/s
Rat
io P
rot
0.22
c0.3
2c0
.28
c0.1
60.
42v/
s R
atio
Per
m0.
24v/
c R
atio
0.68
0.94
0.85
0.24
0.87
0.74
Uni
form
Del
ay, d
122
.124
.723
.318
.229
.712
.0P
rogr
essi
on F
acto
r1.
001.
001.
001.
000.
310.
22In
crem
enta
l Del
ay, d
23.
325
.67.
80.
67.
51.
3D
elay
(s)
25.4
50.3
31.2
18.8
16.8
3.9
Leve
l of S
ervi
ceC
DC
BB
AA
ppro
ach
Del
ay (
s)39
.40.
026
.27.
4A
ppro
ach
LOS
DA
CA
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay20
.4H
CM
Lev
el o
f Ser
vice
CH
CM
Vol
ume
to C
apac
ity r
atio
0.91
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
106.
6%IC
U L
evel
of S
ervi
ceG
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es22
: K-1
0 W
B R
amps
& R
idge
view
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r0.
970.
950.
950.
970.
950.
911.
00F
rt1.
000.
850.
851.
001.
001.
000.
85F
lt P
rote
cted
0.95
1.00
1.00
0.95
1.00
1.00
1.00
Sat
d. F
low
(pr
ot)
3433
1504
1504
3433
3539
5085
1583
Flt
Per
mitt
ed0.
951.
001.
000.
951.
001.
001.
00S
atd.
Flo
w (
perm
)34
3315
0415
0434
3335
3950
8515
83V
olum
e (v
ph)
00
060
00
500
450
850
00
1300
350
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)0
00
667
055
650
094
40
014
4438
9R
TO
R R
educ
tion
(vph
)0
00
011
311
30
00
00
235
Lane
Gro
up F
low
(vp
h)0
00
667
165
165
500
944
00
1444
154
Tur
n T
ype
Pro
tP
erm
Pro
tP
erm
Pro
tect
ed P
hase
s3
85
26
Per
mitt
ed P
hase
s8
6A
ctua
ted
Gre
en, G
(s)
18.3
18.3
18.3
15.1
48.7
29.6
29.6
Effe
ctiv
e G
reen
, g (
s)18
.318
.318
.315
.148
.729
.629
.6A
ctua
ted
g/C
Rat
io0.
240.
240.
240.
200.
650.
390.
39C
lear
ance
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
0V
ehic
le E
xten
sion
(s)
3.0
3.0
3.0
3.0
3.0
3.0
3.0
Lane
Grp
Cap
(vp
h)83
836
736
769
122
9820
0762
5v/
s R
atio
Pro
tc0
.19
0.18
c0.1
50.
27c0
.28
v/s
Rat
io P
erm
0.18
0.25
v/c
Rat
io0.
800.
450.
450.
720.
410.
720.
25U
nifo
rm D
elay
, d1
26.6
24.1
24.1
28.0
6.3
19.2
15.2
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
0.36
0.31
1.00
1.00
Incr
emen
tal D
elay
, d2
5.3
0.9
0.9
1.7
0.3
2.3
0.9
Del
ay (
s)31
.924
.924
.911
.72.
221
.516
.2Le
vel o
f Ser
vice
CC
CB
AC
BA
ppro
ach
Del
ay (
s)0.
028
.75.
520
.3A
ppro
ach
LOS
AC
AC
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay17
.8H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.74
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
83.1
%IC
U L
evel
of S
ervi
ceE
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es23
: K10
EB
ram
ps &
Rid
gevi
ew12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
950.
880.
970.
95F
rt1.
000.
851.
000.
851.
001.
00F
lt P
rote
cted
0.95
1.00
1.00
1.00
0.95
1.00
Sat
d. F
low
(pr
ot)
1770
1583
3539
2787
3433
3539
Flt
Per
mitt
ed0.
951.
001.
001.
000.
951.
00S
atd.
Flo
w (
perm
)17
7015
8335
3927
8734
3335
39V
olum
e (v
ph)
250
035
00
00
010
5090
070
012
000
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)27
80
389
00
00
1167
1000
778
1333
0R
TO
R R
educ
tion
(vph
)0
590
00
00
059
20
00
Lane
Gro
up F
low
(vp
h)27
833
00
00
00
1167
408
778
1333
0T
urn
Typ
eP
rot
Pro
tP
rot
Pro
tect
ed P
hase
s7
42
21
6P
erm
itted
Pha
ses
Act
uate
d G
reen
, G (
s)16
.816
.828
.028
.018
.250
.2E
ffect
ive
Gre
en, g
(s)
16.8
16.8
28.0
28.0
18.2
50.2
Act
uate
d g/
C R
atio
0.22
0.22
0.37
0.37
0.24
0.67
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
396
355
1321
1040
833
2369
v/s
Rat
io P
rot
0.16
c0.2
50.
33c0
.36
c0.2
30.
38v/
s R
atio
Per
mv/
c R
atio
0.70
0.93
0.88
0.39
0.93
0.56
Uni
form
Del
ay, d
126
.828
.522
.017
.327
.86.
6P
rogr
essi
on F
acto
r1.
001.
001.
001.
000.
300.
32In
crem
enta
l Del
ay, d
25.
630
.08.
81.
112
.90.
7D
elay
(s)
32.3
58.5
30.8
18.4
21.2
2.8
Leve
l of S
ervi
ceC
EC
BC
AA
ppro
ach
Del
ay (
s)47
.60.
025
.19.
5A
ppro
ach
LOS
DA
CA
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay21
.5H
CM
Lev
el o
f Ser
vice
CH
CM
Vol
ume
to C
apac
ity r
atio
0.99
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
83.1
%IC
U L
evel
of S
ervi
ceE
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es24
: K10
WB
ram
ps &
Ren
ner
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r0.
971.
000.
880.
971.
000.
970.
911.
001.
000.
910.
88F
rt1.
001.
000.
851.
000.
921.
001.
000.
851.
001.
000.
85F
lt P
rote
cted
0.95
1.00
1.00
0.95
1.00
0.95
1.00
1.00
0.95
1.00
1.00
Sat
d. F
low
(pr
ot)
3433
1863
2787
3433
1723
3433
5085
1583
1770
5085
2787
Flt
Per
mitt
ed0.
951.
001.
000.
951.
000.
951.
001.
000.
311.
001.
00S
atd.
Flo
w (
perm
)34
3318
6327
8734
3317
2334
3350
8515
8357
350
8527
87V
olum
e (v
ph)
700
2590
025
050
5010
0080
025
2570
080
0P
eak-
hour
fact
or, P
HF
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Adj
. Flo
w (
vph)
778
2810
0027
856
5611
1188
928
2877
888
9R
TO
R R
educ
tion
(vph
)0
027
036
00
014
00
245
Lane
Gro
up F
low
(vp
h)77
828
973
278
760
1111
889
1428
778
644
Tur
n T
ype
Pro
tpt
+ov
Pro
tP
rot
Pro
tpm
+pt
pt+o
vP
rote
cted
Pha
ses
74
4 5
38
52
21
66
7P
erm
itted
Pha
ses
6A
ctua
ted
Gre
en, G
(s)
29.2
20.7
53.7
18.3
9.8
33.0
47.6
47.6
19.4
17.0
46.2
Effe
ctiv
e G
reen
, g (
s)29
.220
.753
.718
.39.
833
.047
.647
.619
.417
.046
.2A
ctua
ted
g/C
Rat
io0.
280.
200.
510.
170.
090.
310.
450.
450.
180.
160.
44C
lear
ance
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
04.
04.
0V
ehic
le E
xten
sion
(s)
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
Lane
Grp
Cap
(vp
h)95
536
714
2559
816
110
7923
0571
813
382
312
26v/
s R
atio
Pro
tc0
.23
0.02
c0.3
60.
080.
07c0
.32
0.17
0.02
0.00
c0.1
50.
32v/
s R
atio
Per
m0.
03v/
c R
atio
0.81
0.08
0.68
0.46
0.47
1.03
0.39
0.02
0.21
0.95
0.53
Uni
form
Del
ay, d
135
.434
.419
.339
.045
.136
.019
.015
.835
.543
.521
.4P
rogr
essi
on F
acto
r1.
001.
001.
001.
001.
000.
820.
420.
431.
001.
001.
00In
crem
enta
l Del
ay, d
25.
40.
11.
40.
62.
233
.80.
40.
00.
820
.60.
4D
elay
(s)
40.8
34.4
20.6
39.5
47.3
63.4
8.3
6.9
36.2
64.1
21.8
Leve
l of S
ervi
ceD
CC
DD
EA
AD
EC
App
roac
h D
elay
(s)
29.5
41.8
38.5
41.5
App
roac
h LO
SC
DD
D
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay36
.8H
CM
Lev
el o
f Ser
vice
DH
CM
Vol
ume
to C
apac
ity r
atio
0.92
Act
uate
d C
ycle
Len
gth
(s)
105.
0S
um o
f los
t tim
e (s
)16
.0In
ters
ectio
n C
apac
ity U
tiliz
atio
n78
.7%
ICU
Lev
el o
f Ser
vice
DA
naly
sis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ exi
stin
g in
terc
hang
es25
: K10
EB
Ram
ps &
Ren
ner
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
S
ynch
ro 6
Rep
ort
HD
R E
ngin
eerin
g In
c.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r0.
970.
950.
950.
970.
911.
001.
000.
910.
88F
rt1.
000.
850.
851.
001.
000.
851.
001.
000.
85F
lt P
rote
cted
0.95
1.00
1.00
0.95
1.00
1.00
0.95
1.00
1.00
Sat
d. F
low
(pr
ot)
3433
1504
1504
3433
5085
1583
1770
5085
2787
Flt
Per
mitt
ed0.
951.
001.
000.
951.
001.
000.
951.
001.
00S
atd.
Flo
w (
perm
)34
3315
0415
0434
3350
8515
8317
7050
8527
87V
olum
e (v
ph)
550
065
00
00
800
1250
280
120
900
700
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
920.
900.
920.
920.
920.
900.
900.
920.
920.
900.
90A
dj. F
low
(vp
h)61
10
722
00
088
913
8930
413
010
0077
8R
TO
R R
educ
tion
(vph
)0
268
30
00
00
00
025
Lane
Gro
up F
low
(vp
h)61
176
375
00
088
913
8930
413
010
0075
3T
urn
Typ
eP
rot
pt+o
vP
rot
Fre
eP
rot
pt+o
vP
rote
cted
Pha
ses
74
4 5
52
16
6 7
Per
mitt
ed P
hase
sF
ree
Act
uate
d G
reen
, G (
s)23
.123
.160
.233
.157
.410
5.0
12.5
36.8
63.9
Effe
ctiv
e G
reen
, g (
s)23
.123
.160
.233
.157
.410
5.0
12.5
36.8
63.9
Act
uate
d g/
C R
atio
0.22
0.22
0.57
0.32
0.55
1.00
0.12
0.35
0.61
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
755
331
862
1082
2780
1583
211
1782
1696
v/s
Rat
io P
rot
0.18
c0.2
30.
25c0
.26
0.27
0.07
c0.2
00.
28v/
s R
atio
Per
m0.
19v/
c R
atio
0.81
0.23
0.44
0.82
0.50
0.19
0.62
0.56
0.44
Uni
form
Del
ay, d
138
.933
.612
.733
.214
.80.
044
.027
.611
.0P
rogr
essi
on F
acto
r1.
001.
001.
001.
001.
001.
000.
960.
790.
80In
crem
enta
l Del
ay, d
26.
40.
40.
45.
10.
60.
33.
70.
90.
1D
elay
(s)
45.3
34.0
13.1
38.4
15.5
0.3
45.8
22.8
8.9
Leve
l of S
ervi
ceD
CB
DB
AD
CA
App
roac
h D
elay
(s)
33.2
0.0
21.6
18.7
App
roac
h LO
SC
AC
B
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay23
.3H
CM
Lev
el o
f Ser
vice
CH
CM
Vol
ume
to C
apac
ity r
atio
0.77
Act
uate
d C
ycle
Len
gth
(s)
105.
0S
um o
f los
t tim
e (s
)12
.0In
ters
ectio
n C
apac
ity U
tiliz
atio
n65
.9%
ICU
Lev
el o
f Ser
vice
CA
naly
sis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Table B-6: Basic Freeway Segments: Highway Capacity Manual Analysis - 2030 Volumes, With New Interchanges
Peak- Driver Base Lane Right Adj. Flow Avg. pax- DensityHour Auto Auto Pop. Speed Width Lat. Clear Intchg Speed Rate car speed (pax-car/
2030 Factor Lanes Terrain % Equiv % Equiv Factor (mph)* (ft) (ft) Density (mph) (pcphpl) (mph) lane/mi)
Franklin on to K10 extension off 1050 0.90 3 5.0% 1.5 0% 1.2 1.0 70 12 6 1.00* 64.5 399 64.5 6.2 AK10 extension on to 1900 off 2700 0.90 3 7950' @ 0.00% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.33 67.0 1025 67.0 15.3 B1900 on to Winchester off 2800 0.90 3 4100' @ 0.00%, 3750' @ +1.79%, 2670' @ -0.72% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.50 67.0 1063 67.0 15.9 BWinchester on to Church off 2600 0.90 3 130' @ -0.72%, 3300' @ +0.70%, 1850' @ -0.28% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 67.0 987 67.0 14.7 BChurch on to 1400 off 2200 0.90 3 6950' @ -0.28%, 575' @ -2.43% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 64.6 835 64.6 12.9 B1400 on to Evening Star off 2500 0.90 3 2055' @ -2.43%, 2270' @ +1.18%, 950' @ +2.96%, 1000' @ +0.50%, 1150' @ +1.60%, 2200' @ +0.50%, 538' @ +1.18% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 66.1 949 66.1 14.4 BEvening Star on to Edgerton off 2500 0.90 3 662' @ +1.18%, 1400' @ -0.84%, 3400' @ -0.30%, 2354' @ -0.50% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 64.6 949 64.6 14.7 BEdgerton on to Lexington off 2600 0.90 3 546' @ -0.50%, 2300' @ +1.21%, 2050' @ +3.00%, 3650' @ -3.00%, 1100' @ +2.31%, 710' @ -3.00% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 66.1 987 66.1 14.9 BLexington on to Kill Creek off 3100 0.90 3 2792' @ -3.00%, 3000' @ +3.00%, 2125' @ +1.10% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.50 67.0 1177 67.0 17.6 BKill Creek on to Prairie Star off 3300 0.90 3 4500' @ +1.10%, 5650' @ -2.82%, 2326' @ +0.17% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 66.1 1253 66.1 19.0 CPrairie Star on to Cedar Creek off 3400 0.90 3 1974' @ +0.17%, 6580' @ +2.89% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 66.1 1354 66.1 20.5 CCedar Creek on to Clare off 3800 0.90 4 420' @ +2.89%, 3590' @ -1.50%, 442' @ +1.88% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.83 66.8 1082 66.8 16.2 BClare on to K-7 off 4400 0.90 4 3595' @ +1.88%, 1685' @ +0.40% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.83 66.8 1253 66.8 18.8 CK-7 on to Lone Elm off 4900 0.90 4 118' @ +0.40%, 1750' @ +0.57%, 800' @ -0.3%, 2150' @ +0.60%, 462' @ -1.70% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.83 66.8 1395 66.8 20.9 CLone Elm on to Woodland off 5000 0.90 4 2088' @ -1.70%, 3115' @ -0.76% 5.0% 1.5 0% 1.2 1.0 70 12 6 1.00 66.0 1424 66.0 21.6 CWoodland on to Ridgeview off 5100 0.90 5 2385' @ -3.55%, 2700' @ +3.06%, 225' @ -3.04% 5.0% 1.5 0% 1.3 1.0 70 12 6 1.00 63.0 1162 63.0 18.4 CRidgeview on to Renner off 6100 0.90 5 5.0% 1.5 0% 1.2 1.0 70 12 6 0.83 63.8 1389 63.8 21.8 CRenner on to I-435 off 6400 0.90 5 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 69.1 1458 69.0 21.1 C
I-435 on to Renner off 8100 0.90 5 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 69.1 1845 66.7 27.7 DRenner on to Ridgeview off 8300 0.90 5 5.0% 1.5 0% 1.2 1.0 70 12 6 0.83 68.3 1891 65.5 28.9 DRidgeview on to Woodland off 8000 0.90 5 225' @ +3.04%, 2700' @ -3.06%, 2385' @ +3.55% 5.0% 2.0 0% 2.5 1.0 70 12 6 1.00 67.5 1867 65.2 28.6 DWoodland on to Lone Elm off 7300 0.90 4 3115' @ +0.76%, 2088' @ +1.70% 5.0% 1.5 0% 1.2 1.0 70 12 6 1.00 66.0 2078 60.6 34.3 DLone Elm on to K-7 off 6800 0.90 4 462' @ +1.70%, 2150' @ -0.60%, 800' @ +0.30%, 1750' @ -0.57%, 118' @ -0.40% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.83 66.8 1936 63.7 30.4 DK-7 on to Clare off 5300 0.90 4 1685' @ -0.40%, 3595' @ -1.88% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.83 66.8 1509 66.8 22.6 CClare on to Cedar Creek off 4800 0.90 4 442' @ -1.88%, 3590' @ +1.50%, 420' @ -2.89% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.83 66.8 1367 66.8 20.5 CCedar Creek on to Prairie Star off 4500 0.90 3 6580' @ -2.89%, 1974' @ -0.17% 5.0% 1.5 0% 1.3 1.0 70 12 6 0.67 66.1 1708 65.5 26.1 DPrairie Star on to Kill Creek off 4000 0.90 3 2326' @ -0.17%, 5650' @ +2.62%, 4500' @ -1.10% 5.0% 1.5 0% 1.3 1.0 70 12 6 0.67 66.1 1519 66.1 23.0 CKill Creek on to Lexington off 3200 0.90 3 2125' @ -1.10%, 3000' @ -3.00%, 2792' @ +3.00% 5.0% 1.5 0% 3.0 1.0 70 12 6 0.50 67.0 1215 67.0 18.1 CLexington on to Edgerton off 3400 0.90 3 742' @ -2.31%, 3650' @ +3.00%, 2050' @ -3.00%, 2300' @ -1.21%, 546' @ +0.50% 5.0% 1.5 0% 3.0 1.0 70 12 6 0.67 66.1 1291 66.1 19.5 CEdgerton on to Evening Star off 2900 0.90 3 2354' @ +0.50%, 3400' @ +0.30%, 1400' @ +0.84%, 662' @ -1.18% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 66.1 1101 66.1 16.7 BEvening Star on to 1400 off 3700 0.90 3 538' @ -1.18%, 2200' @ -0.50%, 1150' @ -1.60%, 1000' @ -0.50%, 950' @ -2.96%, 2270' @ -1.18%, 2055' @ +2.43% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 66.1 1405 66.1 21.3 C1400 on to Church off 3500 0.90 3 575' @ +2.43%, 6950' @ +0.28% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.50 67.0 1329 67.0 19.8 CChurch on to Winchester off 3500 0.90 3 1850' @ +0.28%, 3300' @ -0.70%, 2670' @ +0.72% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.67 66.1 1329 66.1 20.1 CWinchester on to 1900 off 3500 0.90 3 130' @ +0.72%, 3750' @ -1.79%, 4100' @ 0.00% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.50 67.0 1329 67.0 19.8 C1900 on to K10 extension off 3400 0.90 3 7950' @ 0.00% 5.0% 1.5 0% 1.2 1.0 70 12 6 0.33 67.0 1291 67.0 19.3 CK10 extension on to Franklin off 1400 0.90 3 5.0% 1.5 0% 1.2 1.0 70 12 6 1.00* 64.5 531 64.5 8.2 A
* Density adjusted to reflect transition zone.
Free Flow SpeedInputs Results
Volume (vph)
Heavy RVs 2030Vehs
LOSLocationP.M. Peak HourK-10 Eastbound
K-10 Westbound
xxx - Actual grade entered into HCS
Table B-7: Ramp Junctions: Highway Capacity Manual Analysis - 2030 Volumes, with New Interchanges
Free- Free- Accel Speed (mph)flow Volume Peak- Driver flow Volume or decel Peak- Driver Volume Peak- Separ- Driver Ramp
speed Hour Auto Auto Pop speed length Hour Auto Auto Pop Hour ation Auto Auto Pop Density Influ. Outer AllLanes (mph) 2030 Factor Terrain % Equiv % Equiv Adj. Side Lanes (mph) 2030 (ft)*** Terrain* Factor % Equiv % Equiv Adj. 2030 Factor Position Type Dist (ft) Terrain % Equiv % Equiv Adj. (pc/mi/ln) LOS Area Lanes Vehs.
K-10 EastboundFranklin off 3 65.0 800 0.90 0% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 660 1060' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 4.8 A 54.4 71.3 56.8Franklin on 3 64.5 500 0.90 0% 5.0% 1.5 0% 1.2 1.0 right 1 35 550 750 1060' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 8.0 A 58.2 64.5 59.31900 off 3 67.0 2700 0.90 7230' @ 0.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 200 660 950' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 16.7 B 55.8 73.5 60.21900 on 3 65.5 2500 0.90 3270' @ 0.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 840 800' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 16.1 B 58.6 63.2 60.2Winchester off 3 65.5 2800 0.90 1825' @ -0.72% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 660 845' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 17.5 B 54.7 71.9 58.9Winchester on 3 64.6 2500 0.90 2638' @ +0.70% 5.0% 1.5 0% 1.2 1.0 right 1 35 100 750 800' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 14.9 B 58.0 62.3 59.6Church off 3 64.6 2600 0.90 1130' @ -0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 700 610 1110' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 17.7 B 53.3 70.9 56.9Church on 3 64.6 1900 0.90 6000' @ -0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 750 1005' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 13.4 B 58.1 63.3 59.81400 off 3 65.5 2200 0.90 8230' @ -0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 100 800 1215' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 12.3 B 55.2 71.9 59.21400 on 3 64.6 2100 0.90 1320' @ -2.43% 5.0% 1.5 0% 1.2 1.0 right 1 35 400 970 690' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 14.0 B 58.3 63.0 59.8Evening Star off 3 64.6 2500 0.90 1670' @ +0.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 1000 816 425' @ -1.32% 0.90 5.0% 1.5 0.0% 1.2 1.00 16.1 B 52.6 70.9 55.7Evening Star on 3 64.6 1500 0.90 1040' @ -0.84% 5.0% 1.5 0% 1.2 1.0 right 1 35 1000 1013 550' @ 2.87% 0.90 5.0% 1.5 0.0% 1.2 1.00 15.6 B 58.2 64.0 59.4Edgerton off 3 64.6 2500 0.90 1200' @ -0.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 400 858 325' @ -1.64% 0.90 5.0% 1.5 0.0% 1.2 1.00 14.2 B 54.0 70.9 57.8Edgerton on 3 64.6 2100 0.90 1930' @ +1.21% 5.0% 1.5 0% 1.2 1.0 right 1 35 500 927 425' @ 2.34% 0.90 5.0% 1.5 0.0% 1.2 1.00 15.1 B 58.2 63.0 59.6Lexington off 3 64.6 2600 0.90 3580' @ -3.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 600 651 180' @ -4.47% 0.90 5.0% 1.5 0.0% 1.2 1.00 17.1 B 53.5 70.9 57.3Lexington on 3 65.5 1900 0.90 3655' @ -3.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 1200 1370 845' @ 4.47% 0.90 5.0% 1.5 0.0% 2.5 1.00 17.3 B 58.8 64.3 60.0Kill Creek off 3 65.5 3100 0.90 1145' @ +1.10% 5.0% 1.5 0% 1.2 1.0 right 1 35 600 655 390' @ 4.91% 0.90 5.0% 1.5 0.0% 1.2 1.00 19.9 B 54.0 71.8 58.2Kill Creek on 3 65.5 2500 0.90 3660' @ +1.10% 5.0% 1.5 0% 1.2 1.0 right 1 35 800 860 75' @ 1.78% 0.90 5.0% 1.5 0.0% 1.2 1.00 20.1 C 58.1 63.2 59.6Prairie Star off 3 66.1 3300 0.90 1640' @ +0.17% 5.0% 1.5 0% 1.2 1.0 right 1 35 600 660 690' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.0 C 54.3 72.0 58.6Prairie Star on 3 64.6 2700 0.90 1235' @ +0.17% 5.0% 1.5 0% 1.2 1.0 right 1 35 700 750 740' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.0 C 57.3 62.0 58.7Cedar Creek off 3 64.6 3400 0.90 5720' @ +2.89% 5.0% 2.5 0% 3.0 1.0 right 1 35 400 680 1005' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.8 C 54.0 69.7 58.2Cedar Creek on 4 66.8 3000 0.90 3115' @ -1.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 800 860 950' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 16.8 B 59.5 64.8 62.0Clare off 4 66.8 3800 0.90 2976' @ -1.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 660 1060' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 16.2 B 55.4 72.8 63.3Clare on 4 66.8 3500 0.90 1747' @ +1.88% 5.0% 1.5 0% 1.2 1.0 right 1 35 900 750 1850' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 18.5 B 59.1 63.8 61.5Lone Elm off 4 66.8 4900 0.90 553' @ +0.60% 5.0% 1.5 0% 1.2 1.0 right 1 35 500 660 2060' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 22.0 C 54.9 71.7 62.3Lone Elm on 4 66.0 4400 0.90 926' @ -1.70% 5.0% 1.5 0% 1.2 1.0 right 1 35 600 750 1165' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 20.3 C 58.4 62.1 60.4Woodland off 4 66.0 5000 0.90 2300' @ -0.76% 5.0% 1.5 0% 1.2 1.0 right 2 35 700 600 265' @ -5.74% 0.90 5.0% 1.5 0.0% 1.2 1.00 6.8 A 54.0 69.2 62.8Woodland on 5 63.0 4300 0.90 1540' @ -3.55% 5.0% 1.5 0% 1.2 1.0 right 1 35 800 835 585' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 17.9 B 56.6 60.5 58.5Ridgeview off 5 63.8 5100 0.90 1900' @ +3.06% 5.0% 1.5 0% 1.2 1.0 right 2 35 600 710, 500 950' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 2.6 A 53.1 67.6 61.6Ridgeview on 5 64.6 4500 0.90 0% 5.0% 1.5 0% 1.2 1.0 right 1 35 1600 840 795' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.6 C 57.1 61.1 59.1Renner off 5 64.6 6100 0.90 0% 5.0% 1.5 0% 1.2 1.0 right 1 35 1200 500 2100' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 28.5 D 52.1 69.8 58.6
K-10 WestboundRenner on 5 69.1 6500 0.90 0% 5.0% 1.5 0% 1.2 1.0 right 1 35 1800 500 1600' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 22.5 C 59.8 62.1 61.2Ridgeview off 5 69.1 8300 0.90 0% 5.0% 1.5 0% 1.2 1.0 right 2 35 1100 550, 500 950' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 14.7 B 54.4 70.6 63.4Ridgeview on 5 68.3 7200 0.90 1850' @ -3.06% 5.0% 1.5 0% 1.2 1.0 right 1 35 800 500 795' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.1 C 59.6 62.3 61.3Woodland off 5 68.3 8000 0.90 1309' @ +3.55% 5.0% 1.5 0% 1.2 1.0 right 2 35 1700 590, 910 690' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 14.5 B 52.5 70.8 61.2Woodland on 4 66.0 6800 0.90 2330' @ +0.76% 5.0% 1.5 0% 1.2 1.0 right 1 35 500 1390 150' @ 3.98% 0.90 5.0% 1.5 0.0% 1.2 1.00 36.5** F 44.7 62.1 50.1Lone Elm off 4 66.0 7300 0.90 1138' @ +1.70% 5.0% 1.5 0% 1.2 1.0 right 1 35 900 660 950' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 34.5 D 53.5 68.3 59.9Lone Elm on 4 66.8 6400 0.90 606' @ -0.60% 5.0% 1.5 0% 1.2 1.0 right 1 35 400 750 2010' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 26.8 C 57.3 60.7 59.2Clare off 4 66.8 5300 0.90 1800' @ -1.88% 5.0% 1.5 0% 1.2 1.0 right 1 35 1000 660 1800' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 26.5 C 53.6 71.8 60.7Clare on 4 66.8 4300 0.90 2976' @ +1.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 500 750 1060' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 19.7 B 59.0 63.2 61.2Cedar Creek off 4 66.8 4800 0.90 3040' @ +1.50% 5.0% 1.5 0% 1.2 1.0 right 2 35 900 640 1165' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 7.0 A 53.9 70.8 62.9Cedar Creek on 3 66.1 3900 0.90 5800' @ -2.89% 5.0% 1.5 0% 1.2 1.0 right 1 35 600 850 800' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 26.0 C 57.1 61.5 58.6Prairie Star off 3 66.1 4500 0.90 1129' @ -0.17% 5.0% 1.5 0% 1.2 1.0 right 1 35 1000 660 845' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 28.0 C 53.3 69.9 57.8Prairie Star on 3 66.1 3500 0.90 1587' @ -0.17% 5.0% 1.5 0% 1.2 1.0 right 1 35 500 750 740' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 23.6 C 57.8 62.1 59.3Kill Creek off 3 67.0 4000 0.90 3675' @ -1.10% 5.0% 1.5 0% 1.2 1.0 right 1 35 1200 660 275' @ -1.55% 0.90 5.0% 1.5 0.0% 1.2 1.00 26.1 C 53.2 72.2 57.6Kill Creek on 3 65.5 2800 0.90 1125' @ -1.10% 5.0% 1.5 0% 1.2 1.0 right 1 35 400 860 350' @ -4.77% 0.90 5.0% 1.5 0.0% 1.2 1.00 18.4 B 58.4 62.7 59.8Lexington off 3 65.5 3200 0.90 2389' @ +3.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 700 910 540' @ -2.58% 0.90 5.0% 1.5 0.0% 1.2 1.00 18.4 B 53.8 71.7 57.9Lexington on 3 64.6 2500 0.90 3142' @ +3.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 900 822 225' @ 1.28% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.2 C 57.3 62.3 58.7Edgerton off 3 64.6 3400 0.90 1780' @ -1.21% 5.0% 1.5 0% 1.2 1.0 right 1 35 800 816 370' @ -4.29% 0.90 5.0% 1.5 0.0% 1.2 1.00 20.6 C 53.1 70.4 57.1Edgerton on 3 64.6 2600 0.90 1500' @ +0.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 1013 425' @ 4.75% 0.90 5.0% 1.5 0.0% 1.2 1.00 15.6 B 58.2 62.2 59.6Evening Star off 3 64.6 2900 0.90 750' @ +0.84% 5.0% 1.5 0% 1.2 1.0 right 1 35 600 858 425' @ -3.84% 0.90 5.0% 1.5 0.0% 1.2 1.00 17.0 B 53.5 70.9 57.5Evening Star on 3 66.1 2300 0.90 1820' @ -0.50% 5.0% 1.5 0% 1.2 1.0 right 1 35 1400 880 420' @ 2.21% 0.90 5.0% 1.5 0.0% 1.2 1.00 24.0 C 57.6 64.1 59.11400 off 3 66.1 3700 0.90 1200' @ +2.43% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 740 900' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.8 C 55.0 71.0 59.51400 on 3 65.5 3400 0.90 6680' @ +0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 100 780 690' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 19.5 B 58.2 61.7 59.5Church off 3 65.5 3500 0.90 7770' @ +0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 700 600 860' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 22.8 C 53.8 71.1 58.0Church on 3 66.1 3000 0.90 1030' @ +0.28% 5.0% 1.5 0% 1.2 1.0 right 1 35 500 970 800' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 19.7 C 58.7 63.0 60.1Winchester off 3 66.1 3500 0.90 1772' @ +0.72% 5.0% 1.5 0% 1.2 1.0 right 1 35 200 660 900' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.3 C 55.3 71.3 59.7Winchester on 3 67.0 3300 0.90 3008' @ -1.79% 5.0% 1.5 0% 1.2 1.0 right 1 35 200 750 800' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 20.0 B 59.1 63.4 60.71900 off 3 65.5 3500 0.90 3380' @ 0.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 300 650 740' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 21.5 C 54.7 70.7 59.11900 on 3 65.5 3200 0.90 7120' @ 0.00% 5.0% 1.5 0% 1.2 1.0 right 1 35 200 850 795' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 18.9 B 58.0 61.6 59.3Franklin off 3 64.5 1400 0.90 0% 5.0% 1.5 0% 1.2 1.0 right 1 35 550 660 1005' @ 3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 9.4 A 53.6 70.8 56.2Franklin on 3 65.0 850 0.90 0% 5.0% 1.5 0% 1.2 1.0 right 1 35 350 750 1110' @ -3.00% 0.90 5.0% 1.5 0.0% 1.2 1.00 8.2 A 58.6 65.0 60.3
nono
nono
nononono
nono
nono
nononononono
2000200020002000
20002000
20002000
200020002000200020002000
1/14/05
Inputs Results Basic Ramp Capacity Check
Freeway Mainline Data Ramp Data Adjacent Ramp Data (6-lane freeways only) 2030
Basic Capacity
Volume Exceeds
Basic Capacity?
Heavy Heavy HeavyVehs RVs Vehs RVs Vehs RVs
Location(vph) (vph) (vph)
P.M. Peak Hour
2000 no2000 no
20002000
nono
2000 no2000 no2000 no2000 no2000 no2000 no
2000 no2000 no
3800 no2000 no3800 no2000 no2000 no
2000 no3800 no2000 no3800 no2000 no
3800 no
2000200020002000
nono
2000 no
2000 no
20002000
2000 no2000 no2000 no2000 no2000 no2000 no2000 no2000 no2000 no2000 no2000 no
2000 no
20002000
nono
2000 no20002000
nono
* A ramp grade of 3% (or -3%) was estimated on ramps for which there was no ramp data available on the as-built plans.** Local high densities, but no freeway queueing (HCM p 25-8)*** For new ramps, a default of 750 was used for accel lanes and 660 for decel lanes. (KDOT Standard Drawing RD-575)
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ new
inte
rcha
nges
146:
K-1
0 W
B r
amps
& F
rank
lin12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
001.
000.
950.
951.
00F
rt1.
000.
851.
001.
001.
000.
85F
lt P
rote
cted
0.95
1.00
0.95
1.00
1.00
1.00
Sat
d. F
low
(pr
ot)
1770
1583
1770
3539
3539
1583
Flt
Per
mitt
ed0.
951.
000.
231.
001.
001.
00S
atd.
Flo
w (
perm
)17
7015
8343
235
3935
3915
83V
olum
e (v
ph)
00
020
00
350
5035
00
010
0030
0P
eak-
hour
fact
or, P
HF
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
. Flo
w (
vph)
00
021
70
380
5438
00
010
8732
6R
TO
R R
educ
tion
(vph
)0
00
030
90
00
00
096
Lane
Gro
up F
low
(vp
h)0
00
217
710
5438
00
010
8723
0T
urn
Typ
eP
erm
Per
mP
erm
Pro
tect
ed P
hase
s8
26
Per
mitt
ed P
hase
s8
26
Act
uate
d G
reen
, G (
s)14
.014
.053
.053
.053
.053
.0E
ffect
ive
Gre
en, g
(s)
14.0
14.0
53.0
53.0
53.0
53.0
Act
uate
d g/
C R
atio
0.19
0.19
0.71
0.71
0.71
0.71
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
330
295
305
2501
2501
1119
v/s
Rat
io P
rot
c0.2
40.
11c0
.31
v/s
Rat
io P
erm
0.12
0.13
0.21
v/c
Rat
io0.
660.
240.
180.
150.
430.
21U
nifo
rm D
elay
, d1
28.3
26.0
3.7
3.6
4.7
3.8
Pro
gres
sion
Fac
tor
1.00
1.00
1.10
0.61
1.00
1.00
Incr
emen
tal D
elay
, d2
4.7
0.4
1.3
0.1
0.6
0.4
Del
ay (
s)33
.026
.45.
32.
35.
24.
2Le
vel o
f Ser
vice
CC
AA
AA
App
roac
h D
elay
(s)
0.0
28.8
2.7
5.0
App
roac
h LO
SA
CA
A
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay10
.4H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.61
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
8.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
62.6
%IC
U L
evel
of S
ervi
ceB
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ new
inte
rcha
nges
149:
K10
EB
ram
ps &
Fra
nklin
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
951.
001.
000.
95F
rt1.
000.
851.
000.
851.
001.
00F
lt P
rote
cted
0.95
1.00
1.00
1.00
0.95
1.00
Sat
d. F
low
(pr
ot)
1770
1583
3539
1583
1770
3539
Flt
Per
mitt
ed0.
951.
001.
001.
000.
501.
00S
atd.
Flo
w (
perm
)17
7015
8335
3915
8393
035
39V
olum
e (v
ph)
200
010
00
00
040
010
045
055
00
Pea
k-ho
ur fa
ctor
, PH
F0.
920.
920.
920.
920.
920.
920.
920.
920.
920.
920.
920.
92A
dj. F
low
(vp
h)21
70
109
00
00
435
109
489
598
0R
TO
R R
educ
tion
(vph
)0
900
00
00
031
00
0La
ne G
roup
Flo
w (
vph)
217
190
00
00
435
7848
959
80
Tur
n T
ype
Per
mP
erm
Per
mP
rote
cted
Pha
ses
42
6P
erm
itted
Pha
ses
42
6A
ctua
ted
Gre
en, G
(s)
13.3
13.3
53.7
53.7
53.7
53.7
Effe
ctiv
e G
reen
, g (
s)13
.313
.353
.753
.753
.753
.7A
ctua
ted
g/C
Rat
io0.
180.
180.
720.
720.
720.
72C
lear
ance
Tim
e (s
)4.
04.
04.
04.
04.
04.
0V
ehic
le E
xten
sion
(s)
3.0
3.0
3.0
3.0
3.0
3.0
Lane
Grp
Cap
(vp
h)31
428
125
3411
3366
625
34v/
s R
atio
Pro
t0.
070.
120.
17v/
s R
atio
Per
m0.
120.
07c0
.53
v/c
Rat
io0.
690.
070.
170.
070.
730.
24U
nifo
rm D
elay
, d1
28.9
25.7
3.4
3.2
6.4
3.6
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
0.54
1.02
Incr
emen
tal D
elay
, d2
6.4
0.1
0.1
0.1
6.5
0.2
Del
ay (
s)35
.325
.83.
63.
39.
93.
9Le
vel o
f Ser
vice
DC
AA
AA
App
roac
h D
elay
(s)
32.2
0.0
3.5
6.6
App
roac
h LO
SC
AA
A
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay10
.0H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.73
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
8.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
62.6
%IC
U L
evel
of S
ervi
ceB
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
2030
w/ n
ew in
terc
hang
es26
: K10
WB
ram
ps &
Win
ches
ter
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
00
010
00
100
100
250
00
150
100
Pea
k H
our
Fac
tor
0.90
0.92
0.90
0.92
0.92
0.92
0.90
0.90
0.92
0.92
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)0
00
109
010
911
127
80
016
711
1P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (ft)
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e83
172
222
272
277
827
827
827
8vC
1, s
tage
1 c
onf v
olvC
2, s
tage
2 c
onf v
olvC
u, u
nblo
cked
vol
831
722
222
722
778
278
278
278
tC, s
ingl
e (s
)7.
16.
56.
27.
16.
56.
24.
14.
1tC
, 2 s
tage
(s)
tF (
s)3.
54.
03.
33.
54.
03.
32.
22.
2p0
que
ue fr
ee %
100
100
100
6610
086
9110
0cM
cap
acity
(ve
h/h)
231
322
817
319
299
761
1285
1285
Dire
ctio
n, L
ane
#W
B 1
WB
2N
B 1
NB
2S
B 1
Vol
ume
Tot
al10
910
911
127
827
8V
olum
e Le
ft10
90
111
00
Vol
ume
Rig
ht0
109
00
111
cSH
319
761
1285
1700
1700
Vol
ume
to C
apac
ity0.
340.
140.
090.
160.
16Q
ueue
Len
gth
(ft)
3712
70
0C
ontr
ol D
elay
(s)
22.0
10.5
8.1
0.0
0.0
Lane
LO
SC
BA
App
roac
h D
elay
(s)
16.2
2.3
0.0
App
roac
h LO
SC
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
5.
0In
ters
ectio
n C
apac
ity U
tiliz
atio
n 35
.2%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
2030
w/ n
ew in
terc
hang
es27
: K10
EB
ram
ps &
Win
ches
ter
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Sig
n C
ontr
olS
top
Sto
pF
ree
Fre
eG
rade
0%0%
0%0%
Vol
ume
(veh
/h)
150
015
00
00
020
050
5020
00
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)16
70
167
00
00
222
5656
222
0P
edes
tria
nsLa
ne W
idth
(ft)
Wal
king
Spe
ed (
ft/s)
Per
cent
Blo
ckag
eR
ight
turn
flar
e (v
eh)
8M
edia
n ty
peN
one
Non
eM
edia
n st
orag
e ve
h)U
pstr
eam
sig
nal (
ft)pX
, pla
toon
unb
lock
edvC
, con
flict
ing
volu
me
583
611
222
667
583
250
222
278
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol58
361
122
266
758
325
022
227
8tC
, sin
gle
(s)
7.1
6.5
6.2
7.1
6.5
6.2
4.1
4.1
tC, 2
sta
ge (
s)tF
(s)
3.5
4.0
3.3
3.5
4.0
3.3
2.2
2.2
p0 q
ueue
free
%59
100
8010
010
010
010
096
cM c
apac
ity (
veh/
h)41
039
181
728
740
678
913
4712
85
Dire
ctio
n, L
ane
#E
B 1
NB
1S
B 1
SB
2V
olum
e T
otal
333
278
5622
2V
olum
e Le
ft16
70
560
Vol
ume
Rig
ht16
756
00
cSH
819
1700
1285
1700
Vol
ume
to C
apac
ity0.
410.
160.
040.
13Q
ueue
Len
gth
(ft)
500
30
Con
trol
Del
ay (
s)15
.10.
07.
90.
0La
ne L
OS
CA
App
roac
h D
elay
(s)
15.1
0.0
1.6
App
roac
h LO
SC
Inte
rsec
tion
Sum
mar
yA
vera
ge D
elay
6.
2In
ters
ectio
n C
apac
ity U
tiliz
atio
n 35
.2%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ new
inte
rcha
nges
6: K
10 W
B r
amps
& C
hurc
h12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
971.
001.
001.
00F
rt1.
000.
851.
001.
001.
000.
85F
lt P
rote
cted
0.95
1.00
0.95
1.00
1.00
1.00
Sat
d. F
low
(pr
ot)
1770
1583
3433
1863
1863
1583
Flt
Per
mitt
ed0.
951.
000.
951.
001.
001.
00S
atd.
Flo
w (
perm
)17
7015
8334
3318
6318
6315
83V
olum
e (v
ph)
00
035
00
150
350
500
00
250
150
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)0
00
389
016
738
955
60
027
816
7R
TO
R R
educ
tion
(vph
)0
00
012
00
00
00
011
0La
ne G
roup
Flo
w (
vph)
00
038
947
038
955
60
027
857
Tur
n T
ype
Pro
tP
rot
Pro
tP
rote
cted
Pha
ses
38
52
66
Per
mitt
ed P
hase
sA
ctua
ted
Gre
en, G
(s)
16.9
16.9
10.8
35.1
20.3
20.3
Effe
ctiv
e G
reen
, g (
s)16
.916
.910
.835
.120
.320
.3A
ctua
ted
g/C
Rat
io0.
280.
280.
180.
590.
340.
34C
lear
ance
Tim
e (s
)4.
04.
04.
04.
04.
04.
0V
ehic
le E
xten
sion
(s)
3.0
3.0
3.0
3.0
3.0
3.0
Lane
Grp
Cap
(vp
h)49
944
661
810
9063
053
6v/
s R
atio
Pro
tc0
.22
0.11
c0.1
1c0
.30
0.15
0.11
v/s
Rat
io P
erm
v/c
Rat
io0.
780.
110.
630.
510.
440.
11U
nifo
rm D
elay
, d1
19.8
16.0
22.7
7.4
15.4
13.6
Pro
gres
sion
Fac
tor
1.00
1.00
0.30
0.51
1.00
1.00
Incr
emen
tal D
elay
, d2
7.6
0.1
1.8
1.6
2.2
0.4
Del
ay (
s)27
.416
.18.
55.
317
.714
.0Le
vel o
f Ser
vice
CB
AA
BB
App
roac
h D
elay
(s)
0.0
24.0
6.7
16.3
App
roac
h LO
SA
CA
B
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay13
.8H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.61
Act
uate
d C
ycle
Len
gth
(s)
60.0
Sum
of l
ost t
ime
(s)
8.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
64.5
%IC
U L
evel
of S
ervi
ceC
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0019
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0019
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Inte
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0.73
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l Flo
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Los
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Act
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Act
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0.21
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0.69
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Cle
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Uni
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526
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Leve
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Inte
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0.82
Act
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Len
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Sum
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Idea
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w (
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Act
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14.9
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41.8
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52.1
Act
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0.20
0.20
0.20
0.56
0.56
0.69
0.69
Cle
aran
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4.0
4.0
4.0
4.0
4.0
4.0
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Ext
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on (
s)3.
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03.
03.
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1553
248
2458
v/s
Rat
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60.
17v/
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0.74
0.74
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Uni
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126
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112
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29.
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66.
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9.7
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Inte
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Sum
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CM
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Sum
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wha
len\
Loc
al%
20Se
tting
s\T
emp\
%20
666E
51...
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ new
inte
rcha
nges
18: K
10 W
B r
amps
& M
ize
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
001.
000.
950.
951.
00F
rt1.
000.
851.
001.
001.
000.
85F
lt P
rote
cted
0.95
1.00
0.95
1.00
1.00
1.00
Sat
d. F
low
(pr
ot)
1770
1583
1770
3539
3539
1583
Flt
Per
mitt
ed0.
951.
000.
281.
001.
001.
00S
atd.
Flo
w (
perm
)17
7015
8352
235
3935
3915
83V
olum
e (v
ph)
00
035
00
550
250
600
00
500
350
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)0
00
389
061
127
866
70
055
638
9R
TO
R R
educ
tion
(vph
)0
00
010
70
00
00
027
2La
ne G
roup
Flo
w (
vph)
00
038
950
40
278
667
00
556
117
Tur
n T
ype
Pro
tpm
+pt
Pro
tP
rote
cted
Pha
ses
38
52
66
Per
mitt
ed P
hase
s2
Act
uate
d G
reen
, G (
s)21
.621
.630
.430
.418
.118
.1E
ffect
ive
Gre
en, g
(s)
21.6
21.6
30.4
30.4
18.1
18.1
Act
uate
d g/
C R
atio
0.36
0.36
0.51
0.51
0.30
0.30
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
637
570
437
1793
1068
478
v/s
Rat
io P
rot
0.22
c0.3
9c0
.09
0.19
0.16
c0.2
5v/
s R
atio
Per
m0.
23v/
c R
atio
0.61
0.88
0.64
0.37
0.52
0.25
Uni
form
Del
ay, d
115
.818
.09.
59.
017
.415
.8P
rogr
essi
on F
acto
r1.
001.
000.
790.
341.
001.
00In
crem
enta
l Del
ay, d
21.
715
.12.
60.
51.
81.
2D
elay
(s)
17.5
33.2
10.1
3.6
19.2
17.0
Leve
l of S
ervi
ceB
CB
AB
BA
ppro
ach
Del
ay (
s)0.
027
.15.
518
.3A
ppro
ach
LOS
AC
AB
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay17
.1H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.91
Act
uate
d C
ycle
Len
gth
(s)
60.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
79.6
%IC
U L
evel
of S
ervi
ceD
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ new
inte
rcha
nges
19: K
10 E
B r
amps
& C
edar
Cre
ek12
/30/
2004
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
951.
000.
970.
95F
rt1.
000.
851.
000.
851.
001.
00F
lt P
rote
cted
0.95
1.00
1.00
1.00
0.95
1.00
Sat
d. F
low
(pr
ot)
1770
1583
3539
1583
3433
3539
Flt
Per
mitt
ed0.
951.
001.
001.
000.
951.
00S
atd.
Flo
w (
perm
)17
7015
8335
3915
8334
3335
39V
olum
e (v
ph)
250
015
00
00
060
035
045
040
00
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)27
80
167
00
00
667
389
500
444
0R
TO
R R
educ
tion
(vph
)0
129
00
00
00
249
00
0La
ne G
roup
Flo
w (
vph)
278
380
00
00
667
140
500
444
0T
urn
Typ
eP
rot
Pro
tP
rot
Pro
tect
ed P
hase
s7
42
21
6P
erm
itted
Pha
ses
Act
uate
d G
reen
, G (
s)13
.613
.621
.621
.612
.838
.4E
ffect
ive
Gre
en, g
(s)
13.6
13.6
21.6
21.6
12.8
38.4
Act
uate
d g/
C R
atio
0.23
0.23
0.36
0.36
0.21
0.64
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
401
359
1274
570
732
2265
v/s
Rat
io P
rot
c0.1
60.
110.
19c0
.25
c0.1
50.
13v/
s R
atio
Per
mv/
c R
atio
0.69
0.11
0.52
0.25
0.68
0.20
Uni
form
Del
ay, d
121
.318
.415
.113
.521
.74.
4P
rogr
essi
on F
acto
r1.
001.
001.
001.
000.
220.
24In
crem
enta
l Del
ay, d
25.
10.
11.
51.
02.
40.
2D
elay
(s)
26.4
18.5
16.7
14.5
7.1
1.2
Leve
l of S
ervi
ceC
BB
BA
AA
ppro
ach
Del
ay (
s)23
.40.
015
.94.
3A
ppro
ach
LOS
CA
BA
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay12
.8H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.69
Act
uate
d C
ycle
Len
gth
(s)
60.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
79.6
%IC
U L
evel
of S
ervi
ceD
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ new
inte
rcha
nges
30: K
10 W
B r
amps
& C
lare
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
970.
950.
951.
00F
rt1.
000.
851.
001.
001.
000.
85F
lt P
rote
cted
0.95
1.00
0.95
1.00
1.00
1.00
Sat
d. F
low
(pr
ot)
1770
1583
3433
3539
3539
1583
Flt
Per
mitt
ed0.
951.
000.
951.
001.
001.
00S
atd.
Flo
w (
perm
)17
7015
8334
3335
3935
3915
83V
olum
e (v
ph)
00
045
00
550
200
550
00
800
300
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)0
00
500
061
122
261
10
088
933
3R
TO
R R
educ
tion
(vph
)0
00
013
80
00
00
021
3La
ne G
roup
Flo
w (
vph)
00
050
047
30
222
611
00
889
120
Tur
n T
ype
Pro
tP
rot
Pro
tP
rote
cted
Pha
ses
38
52
66
Per
mitt
ed P
hase
sA
ctua
ted
Gre
en, G
(s)
20.4
20.4
6.0
31.6
21.6
21.6
Effe
ctiv
e G
reen
, g (
s)20
.420
.46.
031
.621
.621
.6A
ctua
ted
g/C
Rat
io0.
340.
340.
100.
530.
360.
36C
lear
ance
Tim
e (s
)4.
04.
04.
04.
04.
04.
0V
ehic
le E
xten
sion
(s)
3.0
3.0
3.0
3.0
3.0
3.0
Lane
Grp
Cap
(vp
h)60
253
834
318
6412
7457
0v/
s R
atio
Pro
t0.
28c0
.39
c0.0
60.
17c0
.25
0.21
v/s
Rat
io P
erm
v/c
Rat
io0.
830.
880.
650.
330.
700.
21U
nifo
rm D
elay
, d1
18.2
18.6
26.0
8.1
16.4
13.3
Pro
gres
sion
Fac
tor
1.00
1.00
0.68
0.44
1.00
1.00
Incr
emen
tal D
elay
, d2
9.5
15.1
3.8
0.4
3.2
0.8
Del
ay (
s)27
.733
.721
.44.
019
.614
.1Le
vel o
f Ser
vice
CC
CA
BB
App
roac
h D
elay
(s)
0.0
31.0
8.7
18.1
App
roac
h LO
SA
CA
B
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay20
.2H
CM
Lev
el o
f Ser
vice
CH
CM
Vol
ume
to C
apac
ity r
atio
0.88
Act
uate
d C
ycle
Len
gth
(s)
60.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
71.9
%IC
U L
evel
of S
ervi
ceC
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ new
inte
rcha
nges
31: K
10 E
B r
amps
& C
lare
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
951.
000.
970.
95F
rt1.
000.
851.
000.
851.
001.
00F
lt P
rote
cted
0.95
1.00
1.00
1.00
0.95
1.00
Sat
d. F
low
(pr
ot)
1770
1583
3539
1583
3433
3539
Flt
Per
mitt
ed0.
951.
001.
001.
000.
951.
00S
atd.
Flo
w (
perm
)17
7015
8335
3915
8334
3335
39V
olum
e (v
ph)
150
015
00
00
060
040
050
075
00
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)16
70
167
00
00
667
444
556
833
0R
TO
R R
educ
tion
(vph
)0
141
00
00
00
261
00
0La
ne G
roup
Flo
w (
vph)
167
260
00
00
667
183
556
833
0T
urn
Typ
eP
rot
Pro
tP
rot
Pro
tect
ed P
hase
s7
42
21
6P
erm
itted
Pha
ses
Act
uate
d G
reen
, G (
s)9.
39.
324
.724
.714
.042
.7E
ffect
ive
Gre
en, g
(s)
9.3
9.3
24.7
24.7
14.0
42.7
Act
uate
d g/
C R
atio
0.16
0.16
0.41
0.41
0.23
0.71
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
274
245
1457
652
801
2519
v/s
Rat
io P
rot
0.09
c0.1
10.
19c0
.28
c0.1
60.
24v/
s R
atio
Per
mv/
c R
atio
0.61
0.11
0.46
0.28
0.69
0.33
Uni
form
Del
ay, d
123
.721
.812
.811
.721
.03.
3P
rogr
essi
on F
acto
r1.
001.
001.
001.
000.
190.
29In
crem
enta
l Del
ay, d
23.
80.
21.
01.
11.
90.
2D
elay
(s)
27.5
22.0
13.8
12.8
5.9
1.2
Leve
l of S
ervi
ceC
CB
BA
AA
ppro
ach
Del
ay (
s)24
.70.
013
.43.
1A
ppro
ach
LOS
CA
BA
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay9.
7H
CM
Lev
el o
f Ser
vice
AH
CM
Vol
ume
to C
apac
ity r
atio
0.68
Act
uate
d C
ycle
Len
gth
(s)
60.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
71.9
%IC
U L
evel
of S
ervi
ceC
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ new
inte
rcha
nges
53: L
one
Elm
&
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tN
BL
NB
TS
BL
SB
TN
EL
SW
LLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r0.
970.
950.
970.
950.
970.
97F
rt1.
001.
001.
001.
001.
001.
00F
lt P
rote
cted
0.95
1.00
0.95
1.00
0.95
0.95
Sat
d. F
low
(pr
ot)
3433
3539
3433
3539
3433
3433
Flt
Per
mitt
ed0.
951.
000.
951.
000.
950.
95S
atd.
Flo
w (
perm
)34
3335
3934
3335
3934
3334
33V
olum
e (v
ph)
200
250
350
350
300
400
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)22
227
838
938
933
344
4R
TO
R R
educ
tion
(vph
)0
00
00
0La
ne G
roup
Flo
w (
vph)
222
278
389
389
333
444
Tur
n T
ype
Pro
tP
rot
Pro
tP
rot
Pro
tect
ed P
hase
s5
21
67
3P
erm
itted
Pha
ses
Act
uate
d G
reen
, G (
s)6.
710
.49.
713
.410
.810
.8E
ffect
ive
Gre
en, g
(s)
8.7
12.4
11.7
15.4
12.8
12.8
Act
uate
d g/
C R
atio
0.18
0.25
0.24
0.31
0.26
0.26
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
611
897
821
1115
899
899
v/s
Rat
io P
rot
0.06
c0.0
8c0
.11
0.11
0.10
c0.1
3v/
s R
atio
Per
mv/
c R
atio
0.36
0.31
0.47
0.35
0.37
0.49
Uni
form
Del
ay, d
117
.714
.816
.012
.914
.815
.3P
rogr
essi
on F
acto
r1.
001.
001.
001.
001.
001.
00In
crem
enta
l Del
ay, d
20.
40.
20.
40.
20.
30.
4D
elay
(s)
18.0
15.0
16.4
13.1
15.0
15.7
Leve
l of S
ervi
ceB
BB
BB
BA
ppro
ach
Del
ay (
s)16
.314
.7A
ppro
ach
LOS
BB
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay15
.4H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.43
Act
uate
d C
ycle
Len
gth
(s)
48.9
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
38.3
%IC
U L
evel
of S
ervi
ceA
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ new
inte
rcha
nges
20: K
10 W
B r
amps
& W
oodl
and
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
970.
950.
951.
00F
rt1.
000.
851.
001.
001.
000.
85F
lt P
rote
cted
0.95
1.00
0.95
1.00
1.00
1.00
Sat
d. F
low
(pr
ot)
1770
1583
3433
3539
3539
1583
Flt
Per
mitt
ed0.
951.
000.
951.
001.
001.
00S
atd.
Flo
w (
perm
)17
7015
8334
3335
3935
3915
83V
olum
e (v
ph)
00
065
00
550
300
650
00
800
200
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)0
00
722
061
133
372
20
088
922
2R
TO
R R
educ
tion
(vph
)0
00
076
00
00
00
155
Lane
Gro
up F
low
(vp
h)0
00
722
535
033
372
20
088
967
Tur
n T
ype
Pro
tP
rot
Pro
tP
rote
cted
Pha
ses
38
52
66
Per
mitt
ed P
hase
sA
ctua
ted
Gre
en, G
(s)
32.0
32.0
8.5
35.0
22.5
22.5
Effe
ctiv
e G
reen
, g (
s)32
.032
.08.
535
.022
.522
.5A
ctua
ted
g/C
Rat
io0.
430.
430.
110.
470.
300.
30C
lear
ance
Tim
e (s
)4.
04.
04.
04.
04.
04.
0V
ehic
le E
xten
sion
(s)
3.0
3.0
3.0
3.0
3.0
3.0
Lane
Grp
Cap
(vp
h)75
567
538
916
5210
6247
5v/
s R
atio
Pro
tc0
.41
0.39
c0.1
00.
20c0
.25
0.14
v/s
Rat
io P
erm
v/c
Rat
io0.
960.
790.
860.
440.
840.
14U
nifo
rm D
elay
, d1
20.8
18.6
32.6
13.4
24.5
19.2
Pro
gres
sion
Fac
tor
1.00
1.00
0.37
0.52
1.00
1.00
Incr
emen
tal D
elay
, d2
22.4
6.3
14.4
0.7
7.9
0.6
Del
ay (
s)43
.225
.026
.37.
732
.419
.8Le
vel o
f Ser
vice
DC
CA
CB
App
roac
h D
elay
(s)
0.0
34.9
13.6
29.9
App
roac
h LO
SA
CB
C
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay26
.9H
CM
Lev
el o
f Ser
vice
CH
CM
Vol
ume
to C
apac
ity r
atio
0.90
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
76.7
%IC
U L
evel
of S
ervi
ceD
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s20
30 w
/ new
inte
rcha
nges
21: K
10 E
B r
amps
& W
oodl
and
12/3
0/20
04
K-1
0 T
rans
port
atio
n S
tudy
Syn
chro
6 R
epor
tH
DR
Eng
inee
ring
Inc.
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
RLa
ne C
onfig
urat
ions
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00T
otal
Los
t tim
e (s
)4.
04.
04.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
951.
000.
970.
95F
rt1.
000.
851.
000.
851.
001.
00F
lt P
rote
cted
0.95
1.00
1.00
1.00
0.95
1.00
Sat
d. F
low
(pr
ot)
1770
1583
3539
1583
3433
3539
Flt
Per
mitt
ed0.
951.
001.
001.
000.
951.
00S
atd.
Flo
w (
perm
)17
7015
8335
3915
8334
3335
39V
olum
e (v
ph)
300
040
00
00
065
045
035
011
000
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90A
dj. F
low
(vp
h)33
30
444
00
00
722
500
389
1222
0R
TO
R R
educ
tion
(vph
)0
320
00
00
031
70
00
Lane
Gro
up F
low
(vp
h)33
341
20
00
00
722
183
389
1222
0T
urn
Typ
eP
rot
Pro
tP
rot
Pro
tect
ed P
hase
s7
42
21
6P
erm
itted
Pha
ses
Act
uate
d G
reen
, G (
s)22
.822
.827
.427
.412
.844
.2E
ffect
ive
Gre
en, g
(s)
22.8
22.8
27.4
27.4
12.8
44.2
Act
uate
d g/
C R
atio
0.30
0.30
0.37
0.37
0.17
0.59
Cle
aran
ce T
ime
(s)
4.0
4.0
4.0
4.0
4.0
4.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
0La
ne G
rp C
ap (
vph)
538
481
1293
578
586
2086
v/s
Rat
io P
rot
0.19
c0.2
80.
20c0
.32
c0.1
10.
35v/
s R
atio
Per
mv/
c R
atio
0.62
0.86
0.56
0.32
0.66
0.59
Uni
form
Del
ay, d
122
.424
.619
.017
.129
.19.
7P
rogr
essi
on F
acto
r1.
001.
001.
001.
000.
300.
49In
crem
enta
l Del
ay, d
22.
114
.01.
71.
41.
50.
5D
elay
(s)
24.5
38.5
20.7
18.5
10.2
5.3
Leve
l of S
ervi
ceC
DC
BB
AA
ppro
ach
Del
ay (
s)32
.50.
019
.86.
5A
ppro
ach
LOS
CA
BA
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol
Del
ay16
.6H
CM
Lev
el o
f Ser
vice
BH
CM
Vol
ume
to C
apac
ity r
atio
0.84
Act
uate
d C
ycle
Len
gth
(s)
75.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
76.7
%IC
U L
evel
of S
ervi
ceD
Ana
lysi
s P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
