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An investigation of the structural capacity of the Alabama Department of Transportation’s standard prestressed precast concrete piles

Abstract

dc:description.abstract

Prestressed precast concrete piles (PPCPs) are commonly used in bridge foundations throughout the southeastern United States. The Alabama Department of Transportation (ALDOT) particularly uses them in the coastal regions in non-cohesive soils and where corrosion would be expected from salt or brackish water. ALDOT’s currently listed pile design capacities in their structural design manual (SDM) were found to be lower than those for similar PPCP pile sizes used in surrounding states. This prompted the question as to why these values were lower, and whether they could safely be increased. A joint research project involving researchers from the University of Alabama and the University of South Alabama set out to answer this question, considering the structural and geotechnical implications respectively. This thesis particularly investigates the structural capacity of ALDOTs PPCPs through a series of tasks. First, an in-depth review of the practices of surrounding DOTs was conducted, evaluating how ALDOT’s practices are similar and where they diverge, to arrive at plausible explanations for ALDOT’s current standard capacities. Next, a simple analysis program was developed using Microsoft Excel, to calculate the combined axial and moment capacities of the standard ALDOT piles. Following this, to evaluate the expected demand on pile bents using the current bridge loading (HL-93), three prototype bridges were modeled and analyzed using standard structural analysis software. Using the analysis, the demand on pile bents under different load combinations were estimated and compared with the previously determined capacities. Based on this analysis, the listed structural capacities of ALDOT’s standard PPCPs could be increased.

Degree

thesis:*
Grantor dc:publisher
University of Alabama Libraries
Year dc:date.issued
2019

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Gould, Emily
Advisor dc:contributor.advisor
  • Aaleti, Sriram
Contributors dc:contributor
  • Graettinger, Andrew Joseph
  • Barkey, Mark E.

Subjects

dc:subject × 1

Rights

dc:rights
Statement dc:rights
  • All rights reserved by the author unless otherwise indicated.
Language dc:language.iso
en_US, English

Identifiers

dc:identifier.*
Dc Identifier Other
u0015_0000001_0003354
Gould_alatus_0004M_13757
OAI identifier oai:identifier
oai:ir.ua.edu:123456789/6167

Chain of custody

source
Harvested from
University of Alabama
Base URL
ir-api.ua.edu/oai/request
Last updated
2026-07-27
Source record
OAI-PMH GetRecord
citation

Gould, Emily. An investigation of the structural capacity of the Alabama Department of Transportation’s standard prestressed precast concrete piles. University of Alabama Libraries, 2019. http://ir.ua.edu/handle/123456789/6167