![Chapter 3 - Substructure Connections - Connection Details for PBES - ABC - Accelerated - Technologies and Innovations - Construction - Federal Highway Administration Chapter 3 - Substructure Connections - Connection Details for PBES - ABC - Accelerated - Technologies and Innovations - Construction - Federal Highway Administration](https://www.fhwa.dot.gov/bridge/prefab/if09010/images/details/detail1_1_4e_large_a.jpg)
Chapter 3 - Substructure Connections - Connection Details for PBES - ABC - Accelerated - Technologies and Innovations - Construction - Federal Highway Administration
![Chapter 1 - Introduction | Development of a Precast Bent Cap System for Seismic Regions | The National Academies Press Chapter 1 - Introduction | Development of a Precast Bent Cap System for Seismic Regions | The National Academies Press](https://nap.nationalacademies.org/books/14484/gif/6.gif)
Chapter 1 - Introduction | Development of a Precast Bent Cap System for Seismic Regions | The National Academies Press
![Figure 1-4 from Seismic performance of accelerated bridge construction (ABC) precast bulb-tee girder-to-bent cap connection | Semantic Scholar Figure 1-4 from Seismic performance of accelerated bridge construction (ABC) precast bulb-tee girder-to-bent cap connection | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/d0e4aef544287b1a87a1631840d9471b3b803fe6/19-Figure1-1-1.png)
Figure 1-4 from Seismic performance of accelerated bridge construction (ABC) precast bulb-tee girder-to-bent cap connection | Semantic Scholar
![Straddle Bent -- Deck Offset between center of the deck and center of the bent cap - LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki - LARS | LEAP | OpenBridge | OpenTunnel | RM - Bentley Communities Straddle Bent -- Deck Offset between center of the deck and center of the bent cap - LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki - LARS | LEAP | OpenBridge | OpenTunnel | RM - Bentley Communities](https://communities.bentley.com/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-15/4555.Straddle.jpg)
Straddle Bent -- Deck Offset between center of the deck and center of the bent cap - LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki - LARS | LEAP | OpenBridge | OpenTunnel | RM - Bentley Communities
![Structural performance assessment of a 60‐year‐old reinforced concrete bent cap - Zaborac - 2020 - Structural Concrete - Wiley Online Library Structural performance assessment of a 60‐year‐old reinforced concrete bent cap - Zaborac - 2020 - Structural Concrete - Wiley Online Library](https://onlinelibrary.wiley.com/cms/asset/329b37ea-3682-4e12-85bc-2721b08b5aa6/suco202000033-fig-0009-m.jpg)
Structural performance assessment of a 60‐year‐old reinforced concrete bent cap - Zaborac - 2020 - Structural Concrete - Wiley Online Library
![Effect of material uncertainty on the performance of bridge's pier-bent cap joints under cyclic loading Effect of material uncertainty on the performance of bridge's pier-bent cap joints under cyclic loading](https://cdnsciencepub.com/cms/10.1139/cjce-2022-0038/asset/images/cjce-2022-0038_f4.jpg)
Effect of material uncertainty on the performance of bridge's pier-bent cap joints under cyclic loading
My 23rd Street Flyover - The painting of the end bent cap beneath permanent U.S. 98 east of 23rd Street has been completed. End bent caps are part of the 23rd Street
![Prestressed Pile to Bent Cap Connections: Seismic Performance of a Full-Scale Three-Pile Specimen | Journal of Bridge Engineering | Vol 19, No 3 Prestressed Pile to Bent Cap Connections: Seismic Performance of a Full-Scale Three-Pile Specimen | Journal of Bridge Engineering | Vol 19, No 3](https://ascelibrary.org/cms/10.1061/(ASCE)BE.1943-5592.0000560/asset/552f773a-fcf0-45e6-af31-66238afb6e7d/assets/images/large/figure1.jpg)
Prestressed Pile to Bent Cap Connections: Seismic Performance of a Full-Scale Three-Pile Specimen | Journal of Bridge Engineering | Vol 19, No 3
![PDF] Structural Behavior of Column-Bent Cap Beam-Box Girder Systems in Reinforced Concrete Bridges Subjected to Gravity and Seismic Loads Part I: Pre-test Analysis and Quasi-Static Experiments | Semantic Scholar PDF] Structural Behavior of Column-Bent Cap Beam-Box Girder Systems in Reinforced Concrete Bridges Subjected to Gravity and Seismic Loads Part I: Pre-test Analysis and Quasi-Static Experiments | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/a515f0b8c75de2de4aaecd9ac22fa942d3e266dd/63-Figure3.1-1.png)