A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Long-Term Monitoring of a Pretensioned Concrete Bridge Near Winfield, .Kansas. Technical Summary
The following report is an expansion of previous work conducted at Kansas State University and published as FHWA-KS-07-1 in April 2007 (Larson, Peterman, & Esmaeily, 2007). It details the findings from the long-term monitoring of a five-span bridge that was constructed in 2005 on US Highway 160 in Cowley County just west of Winfield, KS. The bridge utilized Type K3 pretensioned concrete girders that were fabricated by Prestressed Concrete, Inc., in Newton, KS. The girders in three of the spans were manufactured with conventional concrete while the girders in the remaining two spans were manufactured with self-consolidating concrete.
Long-Term Monitoring of a Pretensioned Concrete Bridge Near Winfield, .Kansas. Technical Summary
The following report is an expansion of previous work conducted at Kansas State University and published as FHWA-KS-07-1 in April 2007 (Larson, Peterman, & Esmaeily, 2007). It details the findings from the long-term monitoring of a five-span bridge that was constructed in 2005 on US Highway 160 in Cowley County just west of Winfield, KS. The bridge utilized Type K3 pretensioned concrete girders that were fabricated by Prestressed Concrete, Inc., in Newton, KS. The girders in three of the spans were manufactured with conventional concrete while the girders in the remaining two spans were manufactured with self-consolidating concrete.
Long-Term Monitoring of a Pretensioned Concrete Bridge Near Winfield, .Kansas. Technical Summary
R. J. Peterman (author) / J. R. Holste (author)
2016
2 pages
Report
No indication
English