Structural integrity assessment in the construction of the Comuneros II Bridge: PIT test case study (ASTM D5882) on abutments

Victor Andre Ariza Flores, Claudia Sernaque, Yerko Padilla, Darwin Cornelio

Research output: Contribution to journalConference articlepeer-review

Abstract

This article presents the results of the pile integrity tests (PIT) according to the ASTM D5882 standard, carried out in the construction project of the Comuneros II Bridge in Huancayo, Peru. The main objective of these tests was to evaluate the structural integrity of the piles used in the bridge, identifying possible failures or damage along its shaft. Testing was conducted using a model FV "PIT Collector" manufactured by Pile Dynamics, Inc., and spanned multiple project locations, allowing for a comprehensive assessment of pile quality. The field services were carried out on July 26, 2022, and the detailed analyses were subsequently carried out in the office. The results obtained were analyzed to verify the consistency and reliability of the piles, providing a detailed view of their structural condition. In addition, the calibration certificates of the sensors used are presented, ensuring the accuracy and validity of the data collected. This study not only contributes to ensuring the safety and durability of the Comuneros II Bridge, but also provides a valuable reference for future structural integrity assessments on similar construction projects.

Original languageAmerican English
Article number02008
JournalE3S Web of Conferences
Volume563
DOIs
StateIndexed - 30 Aug 2024
Externally publishedYes
Event2024 International Conference on Environmental Science, Technology and Engineering, ICESTE 2024 - Beijing, China
Duration: 14 Oct 202415 Oct 2024

Bibliographical note

Publisher Copyright:
© The Authors, published by EDP Sciences.

Fingerprint

Dive into the research topics of 'Structural integrity assessment in the construction of the Comuneros II Bridge: PIT test case study (ASTM D5882) on abutments'. Together they form a unique fingerprint.

Cite this