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Bridge Deck Repair Demonstration

Bridge Deck Repair Demonstration PDF Author: David B. Woodham
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 92

Book Description


Bridge Deck Repair Demonstration

Bridge Deck Repair Demonstration PDF Author: David B. Woodham
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 92

Book Description


Bridge Deck Repair & Maintenance

Bridge Deck Repair & Maintenance PDF Author: Federal Highway Administration, Demonstration Projects Division
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages :

Book Description


Bridge Deck Repair and Maintenance, San Diego, California

Bridge Deck Repair and Maintenance, San Diego, California PDF Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 30

Book Description


Technologies for Improving the Evaluation and Repair of Concrete Bridge Decks

Technologies for Improving the Evaluation and Repair of Concrete Bridge Decks PDF Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 294

Book Description


Rehabilitation of Maloney Circle Bridge, Vicksburg National Military Park, Mississippi

Rehabilitation of Maloney Circle Bridge, Vicksburg National Military Park, Mississippi PDF Author: Darrell E. Maret
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 60

Book Description


Rapid Bridge Deck Replacement

Rapid Bridge Deck Replacement PDF Author: Roberto Alejandro Osegueda
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 88

Book Description
This report describes a full-size field demonstration of a rapid bridge deck replacement concept put forward several years ago. The concept was to utilize a sand mortar made with a rapid setting epoxy to provide the shear tie between precast concrete deck panels and existing steel stringer beams. The demonstration site was a 50 ft simple span that serves as part of the SPUR 326 overpass over the AT & SF railroad tracks in downtown Lubbock, Texas. The demonstration bridge is one of two identical bridges, side-by-side; the other was redecked using a conventional poured-in-place technique. Eight precast panels, each 6 ft 3 in. x 45 ft x 8 in., were used to form the experimental deck. Each panel was cast with blockouts (holes) positioned directly over the supporting steel beams. When the original concrete deck was removed, the steel shear studs were cut away leaving the top of the flanges of the steel beams clean and flat. The precast panels were then positioned atop of the steel in an operation lasting less than 5 hours, the new steel studs were welded into place through the blockouts in about 4 hours, and then the panels were epoxied into place in less than 2 full working days.

Evaluation of Bridge Deck Repair and Protective Systems

Evaluation of Bridge Deck Repair and Protective Systems PDF Author: Lowell B. Steere
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 54

Book Description


Demonstration of Polyolefin Fiber Reinforced Concrete in a Bridge Deck Replacement

Demonstration of Polyolefin Fiber Reinforced Concrete in a Bridge Deck Replacement PDF Author: V. Ramakrishnan
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 120

Book Description


Federally Coordinated Program of Highway Research, Development and Technology

Federally Coordinated Program of Highway Research, Development and Technology PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 712

Book Description


Federally Coordinated Program of Highway Research, Development, and Technology. Annual Progress Report. Fiscal Year 1985

Federally Coordinated Program of Highway Research, Development, and Technology. Annual Progress Report. Fiscal Year 1985 PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 704

Book Description