U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000
FHWA Technical Advisories
TECHNICAL ADVISORY | DATE ISSUED | TITLE |
---|---|---|
T5040.26 | 01/28/88 | Guardrail Transition |
T5040.28 | 10/17/88 | Developing Geometric Design Criteria and Processes for Nonfreeway RRR Projects |
T5040.29 | 02/02/90 | Paved Shoulders |
T5040.30 | 11/30/90 | Concrete Pavement Joints |
T5040.31 | 12/26/90 | Open Graded Friction Courses |
T5040.32 | 04/13/92 | Curved W-Beam Guardrail Installations at Minor Roadway Intersections |
T5040.34 | 06/08/93 | Guardrail Transitions |
T5040.35 | 12/20/01 | Roadway Shoulder Rumble Strips |
T5040.36 | 06/17/05 | Surface Texture for Asphalt and Concrete Pavements |
T5040.37 | 07/03/07 | Use of Recycled Concrete Pavement as Aggregate in Hydraulic-Cement Concrete Pavement |
T5040.38 | 06/17/2010 | Pavement Friction Management |
T5040.39 | 12/20/2012 | Use of Alternate Bidding for Pavement Type Selection |
T5040.4 | 08/23/78 | Design Details - Tie Plate Connections |
T5080.1 | 05/18/79 | Engineering Inspection of Highway and Street Construction on Federal-Aid Projects |
T5080.3 | 12/10/80 | Development and Use of Price Adjustment Contract Provisions |
T5080.9 | 05/16/88 | Use of Coal Ash In Embankments and Bases |
T5080.10 | 02/08/89 | Incentive/Disincentive (I/D) for Early Completion |
T5080.12 | 06/23/89 | Specification Conformity Analysis |
T5080.14 | 06/05/90 | Continuously Reinforced Concrete Pavement |
T5080.15 | 10/15/02 | Construction Contract Time Determination Procedures |
no numbered | 03/24/10 | Development and Review of Specifications |
T5080.17 | 07/14/94 | Portland Cement Concrete Mix Design and Field Control (PDF, 1,538KB) |
T5140.11 | 11/27/79 | Quality Control and Quality Assurance Inspections on Welded-Steel Fracture-Critical Members |
T5140.19 | 02/11/83 | Pier Protection and Warning Systems for Bridges Subject to Ship Collisions |
T5140.21 | 09/16/88 | Revisions to The National Bridge Inspection Standards (NBIS) |
T5140.22 | 10/3/89 | Uncoated Weathering Steel In Structures |
T5140.23 | 10/28/91 | Evaluating Scour at Bridges |
T5140.24 | 10/29/93 | Bridge Temporary Works |
T5140.25 | 06/17/94 | Cable Stays of Cable-Stayed Bridges |
T5140.27 | 08/02/07 | Immediate Inspection of Deck Truss Bridges Containing Fracture Critical Members (FCM) |
T5140.28 | 08/02/07 | Construction Loads on Bridges |
T5140.29 | 01/15/08 | Load-carrying Capacity Considerations of Gusset Plates in Non-load-path-redundant Steel Truss Bridges |
T5140.30 | 03/21/08 | Use and Inspection of Adhesive Anchors in Federal-Aid Projects |
T5140.31 | 01/29/10 | Inspection of Gusset Plates Using Non-Destructive Evaluation Technologies |
T5140.32 | 09/12/2011 | Inspection of Fracture Critical Bridges Fabricated from AASHTO M270 Grade 100 (ASTM A514/A517) Steel |
T5140.33 | 11/12/2013 | Recommendations for Assessing and Managing Long-Term Performance of Post-Tensioned Bridges having Tendons Installed with Grout Containing Elevated Levels of Chloride (.pdf, 0.3 mb) |
T5140.34 | 01/16/2018 | Use and Inspection of Adhesive Anchors in Federal-Aid Projects |
T5140.4 | 09/28/78 | Tied Arch Bridges |
T6120.3 | 08/09/04 | Use of Contractor Test Results in the Acceptance Decision, Recommended Quality Measures, and the Identification of Contractor/Department Risks |
T6640.8A | 10/30/87 | Guidance for Preparing and Processing Environmental and Section 4(F) Documents |
T7570.2 | 10/31/94 | Motor Vehicle Accident Costs |
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