STRUCTURAL TECHNOLOGIESm in conjunction with SIMCO Middle East offers a range of specialized investigation services to assist engineers with the assessment of post tensioned concrete structures Our assessment services and phased approach are designed to identify the root cause of concrete and post tensioning system deterioration A more thorough evaluation
03 04 2018 nbsp 0183 32 The NTSB is not sure if the post tensioning that was being conducted on the north section of the bridge was because of the concern about the cracking FDOT claimed it played more of a supervisory role on the project and outlined its responsibilities in the wake of the tragedy The agency was in charge of issuing a permit for traffic control
inspections and investigations in late 2000 and early 2001 the goal of which were to better understand the condition and anticipated durability of these bridges Similar experiences and studies have been undertaken recently in Europe with similar goals This document is the first of five Volumes being produced to promote enhanced durability of post tensioned concrete
This article describes the new FDOT specifications and highlights one new post tensioning system that meets all of the new requirements The goal of the new specifications is to produce a design construction and maintenance environment that consistently produces durable post tensioned bridges The specifications were based on findings from a full investigation of
This project resulted in the publication of the Shelf Life Study of Post Tensioned Grouts for FDOT Materials Office Research in collaboration with the PTI M 55 Grouting Committee Marcelino started his engineering career with another firm working on a variety of design build projects which included the I 4 Lee Roy Selmon Crosstown Connector Veterans Memorial Bridge and
STRUCTURAL TECHNOLOGIES offers a range of specialized investigation services to assist engineers with the assessment of post tensioned concrete structures Our assessment services and phased approach are designed to identify the root cause of concrete and post tensioning system deterioration A more thorough evaluation of a post tensioned structure involves a
Concrete Strength Limit for Post Tensioned Structures AASHTO LRFD 8th Edition 2017 Section 5 4 2 1 Limit of f cfor structural concrete from 4 000 psi to 10 000 psi FDOT Structures Design Guidelines January 2018 SDG Section 1 4 3 Limit of f c for Prestressed Concrete from 5 000 psi Class III to 10 000 psi
2w Repair solutions Why are post tensioning tendon inspections both complex and critical operations 🔎 Post tensioning tendons are key for the structural safety of prestressed structures like
Newspaper FDOT Spar Over FIU Bridge Records Monday June 11 2018 More The but FDOT argues that their pertinence to the National Transportation Safety Board s investigation means they cannot be released publicly Pre Incident Documents The documents in question are records related to the bridge from after Feb 19 the bridge was constructed using Accelerated
duration of the ungrouted period for post tensioning strand in FDOT construction based on environmental service classification Propose for consideration updating guidelines for allowable duration of the ungrouted period and feasible contingency measures Identify appropriate contingent alternative corrosion protection steps that may be feasible if the specified
17 02 2021 nbsp 0183 32 Approved Post Tensioning System Vendor Drawings For Use with January 2016 and Later Specifications Contact SDO For Approved Post Tensioning System Vendor Drawings for Use With Pre January 2016 Specifications For APL Drawings see Specifications Office Approved Products List APL for Structural Materials Approved Post Tensioning System
The investigation confirmed the feasibility of using carbon fiber strands in unbonded post tensioning of pier caps Considering both serviceability and overload conditions the general performance of the pier cap model under both flexure and shear loading was deemed acceptable using either type of carbon fiber strands and quite comparable to that of steel strands In
18 04 2018 nbsp 0183 32 In response FDOT is constantly seeking materials and design advances that reduce costs across the lifetime of a bridge The Halls River Bridge in Homasassa Springs FL is being used to test a variety of new technologies that address maintenance and longevity issues The FAMU FSU College of Engineering and the University of Miami College of Engineering have
Ensure That Post Tensioned Construction Methods Remain Competitive Keep the Specification as Brief as Possible Documents Reviewed for Consideration PTI – Acceptance Standards for Post Tensioning Systems PTI – Specifications for Grouting of Post Tensioned Structures AASHTO LRFD Bridge Construction Specification FDOT Standard Provisions
Wonderwood Connector Bridge Post Tensioning Tendons Investigations and Phase 1 Repair Teddy Theryo Ivan Lasa Marcelino Aguirre Daniel Rosa 2019 Learning Objectives Understanding the processes of post tensioned bridges durability investigations Learning the application of Non Destructive Evaluation NDE Method Developing structural evaluations
Post tensioning concrete is an efficient means of increasing the strength of bridges allowing for example concrete girders to span greater distances with thinner sections with the option of using segmental construction methods Conventional post tensioning uses a duct placed either inside or outside the concrete section and after concrete is installed or cast cables are installed and
SPECIALIZED POST TENSIONING ASSESSMENT AND REPAIR OF BRIDGES PAUL PARFITT P E S Varina Enon Bridge VA – External tendon failure investigation Steamboat Hills Bridge NV – Stressing related web delamination Oklahoma Bridges Statewide – PT assessments Hawaii Bridges HI – PT assessments and trial NDE San Antonio TX – Routine
For the Department s policy on post tensioned bridges refer to the current FDOT Standard Specifications for Road and Bridge Construction Structures Manual Design Standards All files below are in Adobe Acrobat PDF format Evaluation of High Density Polyethylene Ducts of the Sunshine Skyway Bridge Aug 12 2004 2 0mb Test and Assessment of NDT Methods for
duration of the ungrouted period for post tensioning strand in FDOT construction based on environmental service classification Propose for consideration updating guidelines for allowable duration of the ungrouted period and feasible contingency measures Identify appropriate contingent alternative corrosion protection steps that may be feasible if the specified
Replaceable Unbonded Tendons for Post Tensioned Bridges Prestressed concrete is widely used as a cost effective and efficient method of bridge construction and offers a number of unique advantages over other systems Florida Department of Transportation FDOT is implementing the use of flexible fillers in lieu of cementitious grout in certain post tensioning tendon profiles
investigation are presented along with the implications on existing structures and on future design and materials selection for post tensioning systems Introduction Commencing in 1979 with the construction of five major bridges in the Florida Keys the Florida Department of Transportation FDOT now has an inventory of more than 80 major bridges that utilize this
Post tensioned Splice System for Precast Prestressed Concrete Piles Part 2 Field Implementation and Driving Spliced Pile PCI Journal 63 3 28–40 FDOT Florida Department of Transportation 2016 Standard Specifications for Road and Bridge Construction Tallahassee FL FDOT Mullins G and R Sen 2015 Investigation and Development of an Effective
05 07 2018 nbsp 0183 32 Reports also indicate that at the time of the collapse workers were tightening post tensioning cables near the point of collapse The incident is currently the subject of two federal criminal investigations a state criminal investigation and several federal regulatory probes In response to the Herald s request FDOT produced documents created on or before Feb 19 a
Transportation FDOT is the only state agency with a pub lished limit on spliced piles Prior to this study FDOT lim ited tension stresses in spliced piles to either 250 or 500 psi 1 7 or 3 4 MPa for epoxy dowel splices or mechanical splices respectively 3 The newly developed post tensioned
FDOT Post Tensioning Investigation Transportation Post Tensioning Investigation Current Status Jeff Pouliotte FDOT State Structures Maintenance Engineer Oregon DOT PT And Grout Investigation Findings WJE VSL Used A 10 15 Lbf Jackhammer To Remove The Concrete Surrounding The Ducts Jan 2th 2022 FDOT Cathodic Protection Practices In Florida ppt A
Post tensioned bridges require a detailed inspection of their post tensioning systems since damage in these systems is not evident and can result in costly repairs replacements loss of integrity and reduction in safety of the bridge Different nondestructive evaluation NDE techniques can be used for the inspection of post tensioning systems however there is no
The objective of this Manual is to provide guidance to individuals involved in the design installation grouting and inspection of post tensioning tendons for prestressed concrete bridges 1 1 1 Benefits of Post Tensioning The tensile strength of concrete is only about 10 of its compressive strength
Volume 1 Post Tensioning in Florida Bridges presents a history of post tensioning in Florida along with the different types of post tensioned bridges typically built in Florida This volume also reviews the critical nature of different types of post tensioning tendons and details a new five part strategy for improving the durability of post tensioned bridges Volume 2 Design and
Post tensioning has many advantages for example it allows longer lighter spans But this technique also has vulnerabilities especially corrosion of cables or anchors exacerbated by Florida s hot humid often salty environment Though failed tensioning components have never led to significant public safety concerns the Florida Department of Transportation FDOT
Oregon DOT Caltrans and FDOT Post Tensioning Investigation Current Status Jeff Pouliotte FDOT State Structures Maintenance Engineer Oregon DOT PT and Grout Investigation Findings Placeholder Caltran Call out for bridges worth investigating as part of a pilot project Crosby Road Bridge Just north of Wilsonville Built in 1973 ADT of 8 079 Length of 350 ft