Experimental evaluation and design of unfilled and concrete-filled FRP composite piles, task 2 - FRP composite pile driving at the Richmond-Dresden bridge over the Kennebec River.

Lawrence, Dale; Lopez-Anido, Roberto; Sandford, Thomas; Goslin, Keenan; Rofes, Xenia; University of Maine. Advanced Structures and Composites Center

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Experimental evaluation and design of unfilled and concrete-filled FRP composite piles, task 2 - FRP composite pile driving at the Richmond-Dresden bridge over the Kennebec River.

2014-01-01
By Lawrence, Dale ; Lopez-Anido, Roberto ; Sandford, Thomas ; ...

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Creators:

Lawrence, Dale ; Lopez-Anido, Roberto ; Sandford, Thomas ; Goslin, Keenan ; Rofes, Xenia

Lawrence, Dale ; Lopez-Anido, Roberto ; Sandford, Thomas ; Goslin, Keenan ; Rofes, Xenia Less -
Corporate Creators:

University of Maine. Advanced Structures and Composites Center
Subject/TRT Terms:

[+]

Analysis Bridges Concrete Fiber Reinforced Polymers Pile Driving Piles (Supports)
Publication/ Report Number:

ME 15-07
Resource Type:

Tech Report
Geographical Coverage:

Maine
Corporate Publisher:

Maine. Dept. of Transportation
Abstract:

The overall goal of this project is the experimental evaluation and design of unfilled and concrete-filled FRP

composite piles for load-bearing in bridges. This report covers Task 2, FRP Composite Pile Driving at the

Richmond-Dresden Bridge over the Kennebec River.

Fiber reinforced polymer (FRP) piles manufactured by Harbor Technologies LLC were driven at the

Richmond-Dresden bridge over the Kennebec River (PIN 12674) on August 28, 2013. All piles were 40 feet long

with an additional 5 inch steel driving shoe and have an outside diameter of 23.5 inches. Driving was conducted

using a Delmag D36--‐26 diesel hammer. This hammer has a rated energy of 90,560 foot-lbs., a 7930 lb. ram, and a

variable fuel setting. The target ultimate load for the piles was 600 kips.

This report documents the pile driving activities including pile analysis and observations. The piles were later pulled

and shipped to the University of Maine for further laboratory testing and analysis.
Format:

PDF
Funding:

20130731*535
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:78113955cade587912f32f5e8a9f5e78b5436f046148960b071cfcf260896e84
Download URL:

https://rosap.ntl.bts.gov/view/dot/29097/dot_29097_DS1.pdf
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Experimental evaluation and design of unfilled and concrete-filled FRP composite piles, task 2 - FRP composite pile driving at the Richmond-Dresden bridge over the Kennebec River.

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