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Structures
Title
State Job No.
Research Agency
For more details
Development of Deterioration Curves for Ohio Bridges
136523
West Virginia University
Click Here
Development of Simplified Factors for Lateral Distribution of Loads of Non-Standard Gauge (NSG) Axles
136336
Burgess & Niple
Click Here
Division of Engineering ROC Task#1- Prefabricated Modular Retaining Wall Systems Research and Development of Supplemental Specification
135786 - Task#1
E.L. Robinson Engineering of Ohio
Click Here
Division of Engineering ROC Task# 2 - Dynamic and Static Load Testing
135786 - Task#3
E.L. Robinson Engineering of Ohio
Click Here
Division of Engineering ROC Task#1 - Overhead Sign Failure Investigation
135785 Task#1
University of Toledo
Click Here
Division of Engineering ROC Task#2 - Rating of the Stringer System of the Approach Spans of the Combs-Hehl Bridge
135785 Task#2
University of Cincinnati
Click Here
Division of Engineering ROC Task#3 - Investigation on Pavement Friction Demand Categories and Highway Condition-Based Friction Demand SN Threshold
135785 Task#3
University of Dayton
Click Here
Division of Engineering ROC Task#4 - Load Rating of the Combs-Hehl Stringers Under Permit Loads
135785 Task#4
University of Cincinnati
Click Here
Division of Engineering ROC Task#5 - Load Rating of Bridge LOG-47-1184
135785 Task#5
Ohio University
Click Here
Division of Engineering ROC Task#7 - Durability of Anchorage Pour-Backs and Improvements
135785 Task#7
The Ohio State University
Click Here
Division of Engineering Researcher on Call (ROC)
136124
E.L. Robinson Engineering of Ohio
Click Here
Ohio's Research Initiative for Locals (ORIL) Researcher on Call (ROC)
136186
Ohio University
Click Here
Asymmetrical Deformation of Thermoplastic Pipe Analysis - Engineering ROC Task#2
135786 - Task #2
E.L. Robinson Engineering of Ohio
Click Here
Division of Engineering Research On-Call Services - EL Robinson
135786
E.L. Robinson Engineering of Ohio
Click Here
Division of Engineering Research On-Call Services - Ohio University
135785
Ohio University
Click Here
Structural Design Methodology for Spray Applied Pipe Liners in Gravity Storm Water Conveyance Conduits
135417
University of Texas at Arlington
Click Here
Evaluation of Reserve Shear Capacity of Bridge Pier Caps Using the Deep Beam Theory
135499
University of Toledo
Click Here
Evaluation of Reserve Shear Capacity of Bridge Pier Caps Using the Deep Beam Theory
135499
University of Toledo
Click Here
Ultra-High Performance Concrete in Ohio
135500
Ohio University
Click Here
Preliminary Evaluation of Cool-crete
135020
Ohio University
Click here
Synthesis of Research on Load Capacity of Concrete Slabs Without Plans
135245
University of Cincinnati
Click Here
Reduction of Bridge Deck Cracking through Alternative Material Usage
135260
University of Akron
Click Here
Structures Research On-Call Services
135250
Ohio University
Click Here
Bridge Condition Index for Transportation Asset Management in Ohio
135240
The Ohio State University
Click Here
Extended Life Concrete Bridge Decks Utilizing Internal Curing to Reduce Cracking
134985
Iowa State University
Click Here
Development, Field Testing, and Implementation of Improved Bridge Parapet Designs
134818
Cleveland State University
Click Here
Evaluation of Overhead Support Inspection Program
134677
Mistras Group
Click here
Cracking Behavior of Structural Slab Bridge Decks
134708
University of Akron
Click here
Evaluation and Design of a TL3 Bridge Guardrail System Mounted to Steel Fascia Beams
134997
RoadSafe LLC
Click here
Inspection, Repair, Retrofit Procedures, and Design Recommendations for Non-Redundant Steel Structures
135031
University of Cincinnati
Click here
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