Dallas Horseshoe ATM Design - SDITE · Project Background $798 million Design-Build project south...
Transcript of Dallas Horseshoe ATM Design - SDITE · Project Background $798 million Design-Build project south...
Dallas Horseshoe ATM Design
Mike Holt, PE, PTOE Senior ITS/Traffic
Engineering Manager
Project Background
$798 million Design-Build project south of
Downtown Dallas
Reconstruction of I-30/I-35E interchange and
approaches across Trinity River
Construction of new signature bridge over I-30
Started construction summer 2013; scheduled
completion fall 2017
Project Team
Texas DOT is owner
Pegasus Link Constructors is D-B Joint Venture (Fluor Enterprises and Balfour Beatty Infrastructure)
Parsons Brinckerhoff is lead design firm
Existing Conditions
460,000 ADT through interchange
I-30/35E “canyon” depressed freeway section
with 8 mainline lanes and auxiliary lanes
Extensive existing signage
Multiple lane closures and ramp detours
Existing Aerial Overview
Existing Conditions Photos
ATM Overview ATM proposed for value added project feature
ATM Overview
Initial proposal included:
Overhead lane control signals (LCS)
Dynamic message signs
Travel time signs
Contractor negotiated DMS and TTS out of
project scope
PB proceeded with LCS design
Lane Control Signals
8 locations include:
New overhead gantries (4)
Existing bridge attachments (3)
Existing overhead sign bridge attachment (1)
Lane Control Signals
Skyline SlimLine LED Variable Message Signs
5’ x 5’ full color matrix
64 x 064 pixel layout
336S cabinet
2070 ATC controller
Envoy DMS Central Control Software
Design Challenges
Power
Communications
Structural attachments
Sign visibility
Power
120/240 VAC
50 amp service to cabinet
20 amp service to each LCS
Alpha Micro Secure 100 UPS
Power Challenges
Need meter and disconnect for some cabinets
Use existing ITS service for some cabinets
Service points were not always close to LCS
Prepared voltage drop calculations for service
conductor sizing
Communications Wireless communications to temp. project TMC
Sierra Wireless AirLink LS300 Gateway
AntennaPlus Hockey Puck antenna
Cat 5e cabling from cabinet to LCS
Communications Challenges
Existing fiber network not accessible
Cellular comm. to temporary TMC
Cat 5e cabling limitations (<300’)
Communications Schematic
Structural Attachments
Gantry
Existing bridge
Existing OH sign bridge
Submitted customized structural details
Structural Details
Structural Details
Structural Details
Sign Visibility Reviewed available guidance documents for LCS
visibility requirements:
MUTCD Section 2L.03
Legibility and Visibility of Changeable Message Signs
Offers guidance that CMS on roadways with speed limits of 55
mph or higher that messages should be legible from a
minimum distance of 600 feet for nighttime conditions and 800
feet for normal daylight conditions.
Sign Visibility MUTCD Section 4D.12
Visibility, Aiming and Shielding of Signal Faces Offers guidance that traffic signal faces should be continuously
visible to approaching traffic, from a point at least the minimum sight distance provided in Table 4D-2
85th-Percentile Speed Minimum Sight Distance
20 mph 175 feet
25 mph 215 feet
30 mph 270 feet
35 mph 325 feet
40 mph 390 feet
45 mph 460 feet
50 mph 540 feet
55 mph 625 feet
Sign Visibility
MUTCD Section 4M.03
Design of Lane-Use Control Signals
States the color of lane-use control signal installations shall be
clearly visible for 2,300 feet at all times, unless otherwise
physically obstructed
Sign Visibility Analysis
Section 2L.03 applies to CMS (messages vs. LCS)
Section 4D.12 addresses traffic signals (single color)
Section 4M.03 most commonly applied to reversible-
lane control and toll plaza lanes (more complex)
Section 4D.12 (625’) appears most appropriate for LCS
visibility
LCS Deployment Recommendations
LCS #1 (I-30 EB) – proposed gantry
LCS #2 (I-30 EB) – proposed gantry
LCS #3 (I-30 WB) – existing bridge
LCS #4 (I-30 WB) – existing bridge
LCS #5 (I-35E NB) – proposed gantry
LCS #6 (I-35E NB) – existing bridge
LCS #7 (I-35E SB) – existing OH sign structure
LCS #8 (I-35E SB) – proposed gantry
Gantry Plan
Bridge Mount Plan
OSB Mount Plan
LCS Deployment
LCS Deployment
LCS Deployment
LCS Deployment
LCS Mounting
Current Progress
Current Progress