Financial Summary |
|
Contract Amount: | |
Total Commitments Received: | |
100% SP&R Approval: | Not Requested |
Contact Information |
|||
Lead Study Contact(s): | Don Vaughn | ||
austinl@dot.sate.al.us | |||
Phone: 334-242-6319 | |||
FHWA Technical Liaison(s): | Gina Ahlstrom | ||
Gina.Ahlstrom@fhwa.dot.gov | |||
Phone: 202-366-4612 |
Organization | Year | Commitments | Technical Contact Name | Funding Contact Name | Contact Number | Email Address |
---|
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 –
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 –
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 –
No document attached.
No document attached.
General Information |
|
Study Number: | 9999 |
Lead Organization: | Arizona Department of Transportation |
Solicitation Number: | 1559 |
Status: | Cleared by FHWA |
Est. Completion Date: | |
Contract/Other Number: | |
Last Updated: | Feb 22, 2022 |
Contract End Date: |
Financial Summary |
|
Contract Amount: | |
Total Commitments Received: | |
100% SP&R Approval: |
Contact Information |
|||
Lead Study Contact(s): | Don Vaughn | ||
austinl@dot.sate.al.us | |||
Phone: 334-242-6319 | |||
FHWA Technical Liaison(s): | Gina Ahlstrom | ||
Gina.Ahlstrom@fhwa.dot.gov | |||
Phone: 202-366-4612 |
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 –
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 –
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
This proposed research will collect and integrate state specific data set to address questions and practices specific to members of the project. The research team will identify parameters and methods needed to assess life cycle & forecast the performance of a - concrete bridge deck; coating system for steel girders; elastomeric bearing; and various type joints. These parameters may affect the design, detailing, construction, traffic load, use of deicers, and other maintenance practices.
? Determination of base deterioration curves and difference in long term performance of the following systems and bridge components during the accelerated testing:
• Untreated reinforced concrete decks with various type of reinforcement
• New Jersey specific three coat painting system for steel girder
• Elastomeric bearing and various types of joints
• Influence of axle weights on the deterioration and service life of untreated reinforced concrete decks.
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
• Detailed analysis of all data collected to satisfy goals/activities
1.6 – Reporting
• Preparation of final report which include testing data, conclusion and state specific recommendation
Each State total minimum contribution of $50,000. ($25,000/year)
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology Maintenance
1.1 – Literature Survey
• Provide an important comparative benchmark for the accelerated testing program
1.2 – Development of Detailed Experimental Plan
• Detailed plan to satisfy the objectives
• Full scale bridge superstructure design and justification for all design decisions
1.3 – Specimen Construction and Instrumentation
• Detailed documentation of construction process as well as testing of materials
1.4 – Test Execution and Data Collection
• Perform accelerated testing and ongoing interpretation of all data
1.5 – Data Interpretation
1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 – 1.5 –