A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Urban Interstate Portland Cement Concrete Rehabilitation Alternatives for Washington State
Two urban Interstate portland cement concrete (PCC) pavements (SR 5 in Seattle and SR 90 in Spokane) were studied in order to (1) determine the mechanisms causing their deterioration, (2) estimate when the pavement condition would become unacceptable and the best time for rehabilitation, and (3) determine suitable rehabilitation alternatives. The rehabilitation alternatives were examined on a life-cycle cost basis.
Urban Interstate Portland Cement Concrete Rehabilitation Alternatives for Washington State
Two urban Interstate portland cement concrete (PCC) pavements (SR 5 in Seattle and SR 90 in Spokane) were studied in order to (1) determine the mechanisms causing their deterioration, (2) estimate when the pavement condition would become unacceptable and the best time for rehabilitation, and (3) determine suitable rehabilitation alternatives. The rehabilitation alternatives were examined on a life-cycle cost basis.
Urban Interstate Portland Cement Concrete Rehabilitation Alternatives for Washington State
J. Mahoney (author) / J. A. Lary (author) / L. M. Pierce (author) / N. C. Jackson (author) / E. I. Barenberg (author)
1991
369 pages
Report
No indication
English
Highway Engineering , Construction Equipment, Materials, & Supplies , Portland cements , Concrete durability , Concrete pavements , Washington(State) , Urban areas , Highway maintenance , Stiffness , Pavement overlays , Rehabilitation , Concrete slab , Pavement condition , Mechanical properties , Pavement deflections , Cracking(Fracturing) , Life-cycle cost
Portland Cement Concrete Pavement Rehabilitation in Washington State
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