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US 550 - NM 313 to NM 528 Super Street and Continuous Flow Intersection

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Page 1: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

US 550 - NM 313 to NM 528Super Street

andContinuous Flow Intersection

Page 2: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Location Map

Page 3: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Agency Jurisdiction

Page 4: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Purpose and Need

▲US 550 must continue to function forlocal, commuter, and regional traffic.

▲Improved capacity is needed for the2035 projected traffic

▲Improved capacity will enhance theeconomic development potential for:– Town of Bernalillo, Santa Ana Pueblo, Rio

Rancho, and the communities in northwestNew Mexico

Page 5: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Purpose and Need

▲Pavement has reached its design lifeand needs reconstruction.

▲Facilities are needed for bicycles andpedestrians.

Page 6: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Land Use

▲Eastside of the river is commercial—fully developed.

▲Westside of the river is commercial—partially developed.

Page 7: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Proposed Development

Page 8: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Desirable Outcomes▲Less congestion▲Enhanced safety, less conflicts▲Meets State’s criteria for access▲Sidewalks▲Bike Lanes

Page 9: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

US 550 Alternatives Analysis

Page 10: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Initial Analysis of Alternatives

▲US 550 Alternatives–No Build–Six Lane with Median–Eight Lane with Median–Six Lane Super Street–Six Lane with Reversible Lane–Double Decker Freeway

Page 11: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Detailed Analysis of Alternatives

▲US 550 Alternatives– No Build

–Six Lane with Median– Eight Lane with Median

–Six Lane Super Street– Six Lane with Reversible Lane– Double Decker Freeway

Page 12: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Six-Lane Alternative

▲Widen from 4 lanes to 6 lanes▲Standard traffic signals at ½ mile spacing▲Intersection level of service at D, E, and F▲PM peak hour simulation showed backup

from Jemez Dam Intersection across theRio Grande

Page 13: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Partial CFL

Page 14: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Super Street Alternative

▲Widen from 4 lanes to 6 lanes▲Partial traffic signals at ~¼ mile spacing▲Intersection level of service at B, C, and D▲PM peak hour simulation congested, but

not over capacity

Page 15: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Phase Reduction Concept forSuper Street & Continuous Flow

Page 16: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Partial CFL

Page 17: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400
Page 18: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

U-Turn Example

Page 19: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Super Street Conflict Reductions

Crossing conflicts can lead to the mostsevere crashes

Diverge Merge Crossing TotalTraditional Intersection 8 8 16 32Super Street 8 8 2 18Difference 0 0 -14 -14

Conflict Type

Page 20: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Initial Analysis of Alternatives

▲NM 528 Options–No Build–Eight Lanes, Triple Lefts–Super Street–Continuous Flow–Diamond Interchange–Flyover

Page 21: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Detailed Analysis of Alternatives

▲NM 528 Options– No Build– Eight Lanes, Triple Lefts– Super Street

–Continuous Flow– Diamond Interchange– Flyover

Page 22: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Continuous Flow Intersection

Page 23: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Travel Time Comparison (AM)

0 100 200 300 400 500 600

Super Street

Six Lane

No Build

Travel Time Between NM 528 & NM 313 (Seconds)

Westbound Eastbound

Page 24: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Travel Time Comparison (PM)

0 100 200 300 400 500 600

Super Street

Six Lane

No Build

Travel Time Between NM 528 & NM 313 (Seconds)

Westbound Eastbound

Page 25: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

2035 Level of Service (LOS)Location

AM PeakDelay(sec)

AM PeakLOS

PM PeakDelay (sec)

PM PeakLOS

NM 528 34.41 C 44.26 DJemez Dam 27.38 C 19.23 BNew Santa AnaStar Entrance

4.05 A 12.57 B

Kuaua / Sheriff’sPosse

5.07 A 9.75 A

Santa Ana 17.69 B 4.97 ACamino DonTomas

32.23 C 28.80 C

Camino delPueblo

31.30 C 34.93 C

Page 26: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Super Street Advantages

▲Lower travel times than 6 lane▲Lower network delays than 6

lane (PM)▲Fewer signal phases▲Provides lower conflicts

Page 27: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Super Street Disadvantages

▲Less familiar to driving public▲Some movements less direct▲Non traditional pedestrian

crossings

Page 28: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

Preferred AlternativeSimulations

Page 29: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

JEANETTE WALTHER, PE, PTOEPAUL BARRICKLOW, PE, PTOE

Questions?

Page 30: US 550 - NM 313 to NM 528 Super Street and Continuous Flow ... · Travel Time Between NM 528 & NM 313 (Seconds) Westbound Eastbound. Travel Time Comparison (PM) 0 100 200 300 400

NM 528 Intersection


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