The DFW Connector Design/Build Experience

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Transcript The DFW Connector Design/Build Experience

DFW Connector Pavement Design and Construction Challenges and Solutions

7 March 2014 2014 Virginia Concrete Paving Conference, Richmond, VA By: Dan Dawood, P.E.

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DFW Connector

 Owner: TxDOT  D-B Firm: NorthGate Constructors  Lead Design: PB Americas  Pavement Design: Transtec  Cost: Over $1.0 billion  Publicly funded CDA:  $667 million from public gas taxes,  $250 million from ARRA funds, and  $107 million from bond proceeds for ROW acquisition.

www.dfwconnector.com

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DFW Connector

 Project Length: 8.4-mile initial phase of 14.4-mile project,  Existing 12 Lanes Expanding to 24 lanes

CL 2-3 lanes 6-7 lanes 2 lanes 3

DFW Connector Design Tasks

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 Thickness design  Reinforcement design  Temporary pavement design  Block-out solutions  Terminal joint design  Pavement transitions  Pavement widenings  Gore area design  Mix and materials  Resilient modulus verification

Pavement Design Tasks 5

CRCP Thickness Design

 PCC Thickness Design   10” CRCP for Frontage Roads 13” CRCP for Main lanes, Ramps, and Managed lanes   2.5” HMA Base Layer 12 36” Lime Stabilized Subgrade/Crushed Concrete Base (Effective Plasticity Index Requirements)

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Reinforcement Design

 Adopted updated reinforcement standard  CRCP (1) -03  Longitudinal Steel  13” CRCP: #6 bar @ 5.5”  10” CRCP: #6 bar @ 7”  Transverse steel  Varies as a function of pavement width (PW)  For 13”: #6 @ 2.5’ for PW < 60 ft up to @1.0’ for PW < 120 ft, CRCP (1) -09   Same Longitudinal Steel as CRCP (1) -03 Transverse steel: #5 @ 48” for PW up to 100 ft

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Optimized PCCP Mix

 #57 stone, pea gravel, and natural sand

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Toll Gantry Area Blockouts

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Other Pavement Design Tasks

 CRCP Transition Design  CRCP to HMA  CRCP to existing CRCP  CRCP to new CRCP  CRCP Thickness Transition  Design of Pavement Widenings  Drainage Considerations  Remaining Life of Existing CRCP  Future Rehabilitation Needs  ProVAL Analysis - PI vs. IRI

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Accelerated Construction Challenges and Solutions

 Construction Schedule: 4 years (2010-2014)  Design-Build contracting process

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Accelerated Construction Challenges and Solutions

 Keep all lanes open during peak travel times  Temporary pavement to shift traffic

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Accelerated Construction Challenges and Solutions

 Keep all lanes open during peak travel times  Most lane closures scheduled to occur at night (off-peak)

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Accelerated Construction Challenges and Solutions

 Varying paving widths:  12’ lanes, 10’-12’ shoulders, 16’-24’ ramps  10’, 12’, 16’, 22’ and 24’ paving widths  10”-13” paving thicknesses  Short pours due to MOT and bridge construction EB & WB managed lanes – SH 114

Accelerated Construction Challenges and Solutions

 Four new Guntert & Zimmerman pavers  S600 – 10’-18’ paving widths  S850 – 18’-24’ paving widths

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Accelerated Construction Challenges and Solutions

 Four new Guntert & Zimmerman pavers  Stringless compatible  Mobility – Tracks steer 90°  Telescoping End Sections  Easy to change widths – 2 hrs  226 lane miles of CRCP (535,000 yd 3 )

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Terex Batch Plant Model S

 RexCon Dual Drum 12 yd 3 plant  Capacity 600 yph.  Typical batch size is  11 yd 3 on flowboy rear discharge trailers  7 yd 3 on tandem dump trucks

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Location of Batch Plant and Yards

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Completed Manage Lanes

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Leica Stringless System

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Leica Stringless System

North bound widening on SH121

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Leica Stringless System

Advantages:

   Smoother ride Eliminates man-hours in the field (production and safety).

Eliminates schedule impacts/coordination (stringline setup/removal).

 Flexibility  Haul route  Trucks entrances and exits  jump around from area to area (easier set-up)

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www.thetranstecgroup.com