NORTH HOUSTON HIGHWAY IMPROVEMENT PROJECT (NHHIP)

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NORTH HOUSTON HIGHWAY IMPROVEMENT PROJECT (NHHIP) Project Overview Briefing Packet September 2015

RECOMMENDED ALTERNATIVES Environmental Impact Statement (EIS) Project Divided into 3 Segments Segment 1: Beltway 8 to I-610 (9 mi) Segment 2: I-610 to I-10 (3 mi) Segment 3: Downtown Loop System (12.3 mi) One Proposed Recommended Alternative per segment = single corridor end to end (24 mi total) 2

NEED AND PURPOSE FOR PROPOSED PROJECT Need for Proposed Project Population and employment increases Existing and future I-45 traffic Current design standards and improved safety Efficient traffic movement, including during evacuation events Top 100 Congested Roadway Segments Purpose of Proposed Project 11 Manage congestion Enhance safety Improve mobility and operational efficiency All NHHIP Segments are in Top 30 Most Congested Roadways in Texas Segments 2 and 3 in Top 10 3 9 27 16 23 6 3

PROPOSED RECOMMENDED ALTERNATIVE: SEGMENT 1 Segment 1 Features New Roadway Capacity Add four (4) MaX lanes (HOV+Express) Add one (1) frontage road lane in each direction Add full-width shoulders Add bike/pedestrian features along frontage roads Between Beltway 8 and Airline Drive ROW required on west side of I-45 Between Airline Drive and I-610 ROW required on east side of I-45 4

PROPOSED RECOMMENDED ALTERNATIVE: SEGMENT 1 5

PROPOSED RECOMMENDED ALTERNATIVE: SEGMENT 1 MaX Lanes MaX Lanes 6

PROPOSED RECOMMENDED ALTERNATIVE: SEGMENT 2 Segment 2 Features New Roadway Capacity Add four (4) MaX lanes (HOV+Express) Add full-width shoulders Add bike/pedestrian features along frontage roads Between I-610 and Cavalcade St. Mainlanes are elevated Frontage roads are at grade Approx. 10 to 80 feet of additional ROW Between Cavalcade St. and Quitman St. Mainlanes are depressed Frontage roads are at grade No new ROW except at intersections 7

PROPOSED RECOMMENDED ALTERNATIVE: SEGMENT 2 View of Proposed Improvements near North Main St. 8

PROPOSED RECOMMENDED ALTERNATIVE: SEGMENT 2 View of Proposed Improvements near North Main St. with Potential Green Space MaX Lanes MaX Lanes 9

PROPOSED RECOMMENDED ALTERNATIVE: SEGMENT 2 Proposed Improvements near North Main St. POTENTIAL GREEN SPACE NOTE: Green space option is conceptual only and would require separate development and funding. 10

GREEN SPACE EXAMPLE: EXPOSITION / COMMERCE DALLAS DEPRESSED SECTION SOUTH OF PATTON STREET 11

GREEN SPACE EXAMPLE: KLYDE WARREN PARK DALLAS 12

GREEN SPACE EXAMPLE: KLYDE WARREN PARK DALLAS 13

Segment 3 Features Realign I-45 to be parallel with I-10 and US 59/I-69* Depress US 59/I-69* from Spur 527 to Downtown Add I-10 Express Lanes from I-45 to US 59/I-69* Remove existing I-45 Pierce Elevated Improved Access to/from Downtown Improved Hardy Toll Road Access Improved SH 288 Lanes Access *Per Minute Order 114231 dated March 26, 2015, the Texas Transportation Commission designated US 59 within the project limits as I-69. 14

Downtown Connectors replace existing Pierce Elevated Realign I-10 New I-10 Express Lanes Realign US 59 / I-69 PRELIMINARY- SUBJECT TO CHANGE Remove Pierce Elevated Connectors 15

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MaX Lanes 17

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MaX Lanes 25

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MaX Lanes 28

Current Configuration and Operations Area for the GRB 29

Current Configuration and Operations Area for the GRB GRB Existing GRB Ramp (Access to Outer Halls) US 59/I-69 Elevated Access to Inner Halls (inside TxDOT ROW) 30

Proposed Improvements behind GRB NOTE: Green space option is conceptual only and would require separate development and funding. EXIST GRB RAMP GRB OPERATIONS AREA POTENTIAL GREEN SPACE RECONFIGURED GRB OPERATIONS AREA TO SERVICE INNER HALLS 31

Artist s Sketch of Potential Green Space near the GRB Convention Center NOTE: Green space option is conceptual only and would require separate development and funding. MINUTE MAID PARK GRB OPERATIONS AREA 32

Looking North from Capital Street US 59 Elevated Section (current) George R. Brown Existing Convention Center Minute Maid Park Minute Maid Park Artist s Rendering NOTE: Green space option is conceptual only and would require separate development and funding. 33

SEGMENT 3 DOWNTOWN TRAFFIC ANALYSIS RESULTS Proposed Recommended Alternative Compared to the No-Build Alternative (AM Peak) Reduction in Delay Increase in Systemwide Speed Increase in Downtown Access 20% 35% 24+ MPH 15% The improvements in the Proposed Recommended Alternative result in a systemwide speed increase that directly improves the flow on all surrounding freeways - a significant, positive improvement to the region s air quality. 34