H AMPTON R OADS C ONGESTION M ANAGEMENT P ROCESS : 2014 UPDATE Presented by: Keith Nichols, PE Hampton Roads Transportation Planning Organization Board Meeting Agenda Item #13 1 October 16, 2014 H AMPTON R OADS C ONGESTION M ANAGEMENT P ROCESS H AMPTON R OADS C ONGESTION M ANAGEMENT P ROCESS
CMP R EPORT P URPOSE • Monitor the transportation system • Identify Roadway Congestion Levels • Rank CMP Congested Corridors • Identify potential congestion mitigation strategies for CMP Congested Corridors 2 H AMPTON R OADS C ONGESTION M ANAGEMENT P ROCESS
I DENTIFICATION OF C ONGESTED L OCATIONS • For the first time, HRTPO staff has access to INRIX travel time and speed data for use in the CMP. • HRTPO staff determined existing roadway congestion levels for both the AM and PM Peak Periods. • HRTPO staff also determined other measures such as congestion duration and travel time reliability for each roadway. 3 H AMPTON R OADS C ONGESTION M ANAGEMENT P ROCESS
C ONGESTION L EVELS , 2013 – P ENINSULA PM 4 H AMPTON R OADS C ONGESTION M ANAGEMENT P ROCESS
C ONGESTION L EVELS , 2013 – S OUTHSIDE PM 5 H AMPTON R OADS C ONGESTION M ANAGEMENT P ROCESS
R ANKING C ONGESTED C ORRIDORS • Each CMP Roadway Network segment was scored using criteria related to the Prioritization Tool: • Existing Congestion • Safety • Existing/Future Truck Traffic • National Highway System (NHS)/STRAHNET/ Roadways Serving the Military • HRTPO staff analyzed in detail those freeway and arterial corridors with the highest scores. 6 H AMPTON R OADS C ONGESTION M ANAGEMENT P ROCESS
CMP C ONGESTED C ORRIDORS Freeways Rank Jurisdiction CMP Congested Corridor Hampton Roads Bridge-Tunnel (I-64) from I-664 to I-564 1 HAM/NOR - 4th View St from I-64 to Ocean View Ave Downtown Tunnel/Berkley Bridge (I-264/I-464)* NOR/PORT/ - I-264 from Portsmouth Blvd to Brambleton Ave 2 CHES - I-464 from Poindexter St to I-264 - St. Pauls Blvd from I-264 Ramp to Brambleton Ave 3 CHES I-64/High Rise Bridge from I-264 & I-664 (Bowers Hill) to Greenbrier Pkwy 4 NN Monitor-Merrimac Mem. Bridge-Tunnel (I-664) from Terminal Ave to Chestnut Rd 5 NOR/VB I-64 (Norfolk/VA Beach) from I-564 to Indian River Rd 6 NOR I-564 (Norfolk) from International Terminal Blvd to Admiral Taussig Blvd Arterials Rank Jurisdiction CMP Congested Corridor Midtown Tunnel/Western Fwy from West Norfolk Rd to Brambleton Ave* 1 NOR/PORT - Hampton Blvd from 27th St to Brambleton Ave - Brambleton Ave from Colley Ave to Hampton Blvd 2 VB Indian River Rd/Ferrell Pkwy from Providence Rd to Indian Lakes Blvd 3 NOR/VB Northampton Blvd from I-64 to Diamond Springs Rd 4 NN Fort Eustis Blvd from Warwick Blvd to I-64* 5 VB London Bridge Rd/Drakesmile Rd from Dam Neck Rd to Virginia Beach Blvd 6 VB Independence Blvd from Holland Rd to Jeanne St 7 CHES Battlefield Blvd from Cedar Rd to I-64 8 CHES Military Hwy from Bainbridge Blvd to I-464* 9 JCC Monticello Ave from News Rd to Route 199 10 CHES/VB Centerville Tnpk from Mt Pleasant Rd to Indian River Rd 11 JCC/WMB Route 199 from John Tyler Hwy (Rte 5) to Jamestown Rd 12 CHES George Washington Hwy from Moses Grandy Trail to I-64 7 H AMPTON R OADS C ONGESTION M ANAGEMENT P ROCESS
CMP C ONGESTED C ORRIDOR E XAMPLE CMP CONGESTED CORRIDOR - ARTERIAL #12 George Washington Hwy Between Moses Grandy Trail and I-64 City of Chesapeake C ORRIDOR S UMMARY Corridor Length 1.28 Miles Speed Limit 35 mph Roadway Class Principal Arterial Transit Service None Highest Final CMP 54 – Southbound from I-64 Segment Ranking to Mill Creek Pkwy during Score the PM Peak R ECENT P ROJECTS • Widened George Washington Hwy to 4 lanes LEGEND between Mill Creek Pkwy and Willowwood Dr (Completed in 2012) (2013 Roadway Characteristics) • Intersection improvements at George Washington Hwy and Mill Creek Pkwy/Old Mill Rd. Improvements 24,533 Weekday Volume include a SB right turn lane, an additional SB thru Number of Lanes lane, an EB right turn lane, and a channelized WB 4L free-flow right turn lane. (Completed in 2012) Daily Trucks (%) 245 (1.0%) • Signal upgrades at Shell Rd/Galberry Rd. (Completed in 2012) Existing Traffic Signal F UTURE P ROJECTS • None Northbound (2013) Southbound (2013) Both Directions SLOWEST HIGHEST HIGHEST # CONG TOTAL SLOWEST HIGHEST HIGHEST # CONG TOTAL 20-YR PROJ 2034 SPEED TRAVEL HIGHEST PLANNING 15-MIN DELAY CONG SPEED Map Source: 2014 Google TRAVEL HIGHEST PLANNING 15-MIN DELAY CONG 2034 TRUCK PM (mph) TIME INDEX PICA TIME INDEX INTRVLS (Hrs/Mi) LEVEL (mph) TIME INDEX PICA TIME INDEX INTRVLS (Hrs/Mi) LEVEL # LANES Length PROJ DELAY CONG AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM 2013 2034 FACILITY NAME SEGMENT FROM SEGMENT TO (Mi) VOL (Hrs/Mi) LEVEL MOSES GRANDY TR @ GW HWY (DEEP CREEK BRIDGE) HINTON AVE MILL CREEK PKWY 0.10 25 32 1.44 1.13 0.27 -0.07 1.96 1.26 2 0 23 9 SEV LOW 27 19 1.17 1.66 0.04 0.45 1.36 2.41 0 12 6 53 LOW SEV 2 2 52,000 0.0 SEV GEORGE WASHINGTON HWY MILL CREEK PKWY WILLOWOOD DR 0.8 25 32 1.44 1.13 0.34 0.00 1.96 1.26 2 0 23 9 SEV LOW 27 19 1.17 1.66 0.08 0.53 1.36 2.41 0 12 6 53 LOW SEV 4 2 46,000 0.0 SEV GEORGE WASHINGTON HWY WILLOWOOD DR I-64 0.38 25 32 1.44 1.13 0.34 0.00 1.96 1.26 2 0 23 9 SEV LOW 27 19 1.17 1.66 0.08 0.53 1.36 2.41 0 12 6 53 LOW SEV 4 4 46,000 0.0 MOD 8 H AMPTON R OADS C ONGESTION M ANAGEMENT P ROCESS
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