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Performance of Precast Concrete Stay-in-Place Forming System for Lock Walls Rehabilitation

J. E. McDonald / J. R. Bottin

The Hydraulic Engineering Technical Note (HETN) herein provides an assessment of the performance of precast concrete lock wall panels at Allegheny River, Lock and Dam No.4. Design and construction methods used in the rehabilitation are applicable to other lock projects within the U.S. Army Corps of Engineers' areas of operation.

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Performance of Precast Concrete Stay-in-Place Forming System for Lock Walls Rehabilitation

J. E. McDonald / J. R. Bottin

The Hydraulic Engineering Technical Note (HETN) herein provides an assessment of the performance of precast concrete lock wall panels at Allegheny River, Lock and Dam No.4. Design and construction methods used in the rehabilitation are applicable to other lock projects within the U.S. Army Corps of Engineers' areas of operation.

Performance of Precast Concrete Stay-in-Place Forming System for Lock Walls Rehabilitation

J. E. McDonald / J. R. Bottin

The Hydraulic Engineering Technical Note (HETN) herein provides an assessment of the performance of precast concrete lock wall panels at Allegheny River, Lock and Dam No.4. Design and construction methods used in the rehabilitation are applicable to other lock projects within the U.S. Army Corps of Engineers' areas of operation.

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Check availability in my library

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Document information

Title:

Performance of Precast Concrete Stay-in-Place Forming System for Lock Walls Rehabilitation

Contributors:

J. E. McDonald (author) / J. R. Bottin (author)

Publication date:

2000

Size:

5 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Civil Engineering , Construction Equipment, Materials, & Supplies , Locks(Waterways) , Panels , Precast concrete , Walls , Cracking(Fracturing) , Dams , Deterioration , Joints , Rehabilitation , Rivers , Allegheny river(Pennsylvania)

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