Bridge Structural Rehabilitation Using FRP Laminates



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Bridge Structural Rehabilitation Using FRP Laminates South Santiam River Quartzville Road, Linn County Linn County Road Department 2011 Cooperative Partnerships Making Linn County a Better Place to Live

Bridge Structural Rehabilitation Using FRP Laminates South Santiam River, Quartzville Road, Linn County Projects may be initiated with thoughts, but will only be developed and completed with a Team Linn County Engineering Daineal Malone, Project Manager Wayne Mink, PE, Civil Engineer Chuck Knoll, PE, County Engineer David Evans and Associates Jim Bosket, PE, Bridge Inspection, Design Guido Portier, PE, Technical Support Kelly Burnell, Design, Construction Inspection Joel Howie, PE, Project Manager Mike Reynolds, PE, Contractor - Pioneer Waterproofing Co, Inc. Neil Antonini, Project Manager Kelly Smith, Contractor Superintendent Linn County Bridge Maintenance Operations Martin Harding, Supervisor

Linn County Road Department Project Manager, Daineal (left side) with Engineering Intern

Quartzville Road Bridge October 2008

Quartzville Road Bridge October 2008 Looking to the West from the Bridge Great view with visits

BRIDGE INFORMATION BRIDGE CONSTRUCTED IN 1963 - USCOE BRIDGE CONSTRUCTION: 4-100 ft SPANS SUPPORTED BY BENTS WITH CROSS BEAM CONFIGURATION WITH TWO PIERS CONCRETE CROSS BEAMS WERE NOT ADEQUATELY REINFORCED WITH STEEL Actual Load Rating 2008 - Log Truck Configuration 34.4 tons with 1.4 RF for Type 3-3 Train and Legal Lane UNDER DESIGNED CROSS BEAMS CAUSED: Structural Shear Type Cracking of Concrete Girder from Shear Stress Cracking of Reinforced Concrete Diaphragms from Bending Moment to Cross Beams.

First Step Thorough Inspection of the Bridge

Mid- Span Diaphragms were OK

Diaphragms at Bents had concrete failure at corners and Cross Beams had Shear Cracks

Diaphragms at Bents had concrete failure at corners and Cross Beams had Shear Cracks Inspection Notes

ENGINEERING DESIGN Repair Diaphragms and Strengthen (Reinforce) Crossbeams

Work required on three interior bents

Design Detail

Concrete Repair Detail

Fiber Reinforced Polymer (FRP) Design

Design Detail

Concrete Repair at Exposed Rebar

Selection of materials of Construction from the Qualified Products List

Preparation of Test Strip as to Tensile Strength

Report on Test Strip as to Tensile Strength

Access & Work Platform to Cross Beam to Construct Repairs

Containment of Work Area

Preparation of Concrete Surface and Repair of Diaphragms

Concrete Repair Preparation

Concrete Repair Preparation

Inspection of Reinforced Concrete Beam

Concrete Repair Preparation Remove Spalled Concrete and Clean Surface

Concrete Repair Preparation Remove Spaled Concrete and Clean Surface

Concrete Repair Preparation Placement of Perimeter Gasket

Concrete Repair Preparation Placement of Forms

Concrete Repair Preparation Mixing of Concrete Cement

Pumping for Concrete Repair of Diaphragm Hand Pump

Pumping for Concrete Repair

Pumping for Concrete Repair

Removal of Forms

Bridge Beam Diaphragm - After Removal of Form

Bridge Beam Diaphragm - After Removal of Form

Application of FRP to Concrete Beams

Injection of Epoxy into Cracks Sorry No Photo of This

Materials of Construction Primer and MBRACE PUTTY

Preparation of Surface with Cement Mix

Mixing of Saturant

Application of Fiber Reinforced Laminate Across Bottom of Beam

Application of Fiber Reinforced Laminate Around Bottom and Sides of Beam

Application of FRP

Placing Final Coat over FRP

Quality Control Work

Quality Control Work

Bond Testing of FRP to Concrete Surface Preparation/Isolation of Test Area

Placement of Test Device to FRP Surface

Testing for Tensile Strength

Bond Testing Attachment Devices after Bond Test Note layer Blue Layer of FRP between Concrete and Device

Completed Repair of Diaphrams and Cross Beam before Painting

Repairs of Diaphram and Outer Cap

Paint Coating over FRP surface

Completed Work on Middle Pier

View of Completed Repair Work

Completed Engineers Load Rating Strength of Cross Beam and Bridge Increased by 25% Contract Cost $160,000 Engineering Design and Inspection $60,000

THANK YOU Chuck Knoll, PE Linn County Engineer