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Structures Reports

Division of Planning
Statewide Planning & Research
Final Reports
  
  
  
  
Development of Simplified Factors for Lateral Distribution of Loads of Non-Standard Gauge (NSG) Axles136336Burgess & Niple
  
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
  
Division of Engineering ROC Task# 2 - Dynamic and Static Load Testing 135786 - Task#3E.L. Robinson Engineering of Ohio
  
Division of Engineering ROC Task#1 - Overhead Sign Failure Investigation 135785 Task#1 University of Toledo
  
Division of Engineering ROC Task#2 - Rating of the Stringer System of the Approach Spans of the Combs-Hehl Bridge 135785 Task#2University of Cincinnati
  
Division of Engineering ROC Task#3 - Investigation on Pavement Friction Demand Categories and Highway Condition-Based Friction Demand SN Threshold135785 Task#3University of Dayton
  
Division of Engineering ROC Task#4 - Load Rating of the Combs-Hehl Stringers Under Permit Loads 135785 Task#4University of Cincinnati
  
Division of Engineering ROC Task#5 - Load Rating of Bridge LOG-47-1184 135785 Task#5Ohio University
  
Division of Engineering ROC Task#7 - Durability of Anchorage Pour-Backs and Improvements 135785 Task#7The Ohio State University
  
Division of Engineering Researcher on Call (ROC) 136124E.L. Robinson Engineering of Ohio
  
Ohio's Research Initiative for Locals (ORIL) Researcher on Call (ROC)  136186Ohio University
  
Asymmetrical Deformation of Thermoplastic Pipe Analysis - Engineering ROC Task#2 135786 - Task #2E.L. Robinson Engineering of Ohio
  
Division of Engineering Research On-Call Services - EL Robinson135786E.L. Robinson Engineering of Ohio
  
Division of Engineering Research On-Call Services - Ohio University 135785Ohio University
  
Structural Design Methodology for Spray Applied Pipe Liners in Gravity Storm Water Conveyance Conduits135417University of Texas at Arlington
  
Evaluation of Reserve Shear Capacity of Bridge Pier Caps Using the Deep Beam Theory135499University of Toledo
  
Evaluation of Reserve Shear Capacity of Bridge Pier Caps Using the Deep Beam Theory135499University of Toledo
  
Ultra-High Performance Concrete in Ohio135500Ohio University
  
Preliminary Evaluation of Cool-crete135020Ohio University
  
Synthesis of Research on Load Capacity of Concrete Slabs Without Plans135245University of Cincinnati
  
Reduction of Bridge Deck Cracking through Alternative Material Usage135260University of Akron
  
Structures Research On-Call Services135250Ohio University
  
Bridge Condition Index for Transportation Asset Management in Ohio135240The Ohio State University
  
Extended Life Concrete Bridge Decks Utilizing Internal Curing to Reduce Cracking134985Iowa State University
  
Development, Field Testing, and Implementation of Improved Bridge Parapet Designs134818Cleveland State University
  
Evaluation of Overhead Support Inspection Program134677Mistras Group
  
Cracking Behavior of Structural Slab Bridge Decks134708University of Akron
  
Evaluation and Design of a TL3 Bridge Guardrail System Mounted to Steel Fascia Beams134997RoadSafe LLC
  
Inspection, Repair, Retrofit Procedures, and Design Recommendations for Non-Redundant Steel Structures135031University of Cincinnati
  
User Manual for Veteran's Glass City Skyway Bridge Monitoring System135032University of Toledo
  
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