Author: Carl F. CrumptonPublisher:
ISBN:
Category : Blue Rapids Bridge (Kan.)
Languages : en
Pages : 46
Book Description
Bridge Deck Deterioration Study, Part 8
Author: Carl F. CrumptonPublisher:
ISBN:
Category : Blue Rapids Bridge (Kan.)
Languages : en
Pages : 46
Book Description
Technologies for Improving the Evaluation and Repair of Concrete Bridge Decks
Author: Experimental Cathodic Protection of a Bridge Deck
Author: California. Office of Transportation LaboratoryPublisher:
ISBN:
Category : Bridges
Languages : en
Pages : 70
Book Description
An electrically conductive asphalt concrete was made by substituting coke breeze for the natural aggregate. Paving a bridge deck with the electrically conductive asphalt concrete indicated that cathodic protection could be applied to the reinforcing steel. The cathodic protection was measured to be effective when the corrosion of steel strips embedded in concrete containing 10 percent calcium chloride by weight of the cement was stopped.
NBS Special Publication
Author: Publisher:
ISBN:
Category : Weights and measures
Languages : en
Pages : 904
Book Description
U.S. Government Research & Development Reports
Author: Special Report - Highway Research Board
Author: National Research Council (U.S.). Highway Research BoardPublisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 804
Book Description
Highway Research in Progress
Author: Special Report
Author: National Research Council (U.S.). Highway Research BoardPublisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 698
Book Description
Durability of Bridge Deck Concrete
Author: Thomas D. LarsonPublisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 174
Book Description
Bridge Deck Hollow Plane Repair Using Injected Epoxy
Author: Barbara J. SmithPublisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 68
Book Description
Four delaminated bridges were epoxy injected and compared to noninjected bridges so that information on delamination repair durability, frequency, and costs could be collected. The injection history, cores, and condition reports for each bridge demonstrated that the plane of delamination once repaired, stayed repaired, but a new delamination may form above, below or adjacent to the one repaired, yet the deck surface remained intact even when the frequency of repair was once every three or four years.