| Report Number |
LTRC Project Number |
Report Name |
 |
| Highway IDEA Program Project 142 (TRB) |
09-4ST |
A Shape Memory Polymer Based Self-Healing Sealant for Expansion Joint |
Final Report
Link to TRB publication |
| 498 |
10-2GT |
Geotechnical Information Database – Phase 2 |
Final Report
Technical Summary |
| 497 |
11-6GT |
Quantifying the Key Factors that Create Road Flooding |
Final Report
Technical Summary |
| 496 |
10-1C |
Evaluation of Surface Resistivity Measurements as an Alternative to the Rapid Chloride Permeability Test for Quality Assurance and Acceptance |
Final Report
Technical Summary |
| 495 |
11-4GT |
Calibration of Resistance Factors for Drilled Shafts for the New FHWA Design Method |
Final Report
Technical Summary |
| 494 |
06-2SS |
Development of a Time-Dependent Hurricane Evacuation Model for the New Orleans Area |
Final Report
Technical Summary |
| 492 |
09-2P |
Implementation of Rolling Wheel Deflectometer (RWD) in PMS and Pavement Preservation |
Final Report
Technical Summary |
| 491 |
08-3ST |
Evaluation of Design Methods to Determine Scour Depths for Bridge Structures |
Final Report
Technical Summary |
| 490 |
00-2P |
Implementation of Warranties in State Contracts for Highway Construction |
Final Report
Technical Summary |
| NCHRP Report 712 |
06-4B |
Optimization of Tack Coat for HMA Placement |
Final Report |
| 489 |
11-2P |
LADOTD GPS Technology
Management Plan |
Final Report
Technical Summary |
| 487 |
07-7P |
Safety Improvement from Edge Lines on Rural Two-Lane Highways |
Final Report
Technical Summary |
| 486 |
09-4C |
Evaluation of Ternary Cementitious Combinations |
Final Report
Technical Summary |
| 485 |
09-2B |
Development of Surface Friction Guidelines for LADOTD |
Final Report
Technical Summary |
| 484 |
07-2SS |
Design of Lane Merges at Rural Freeway Construction Work Zones |
Final Report
Technical Summary |
| 483 |
09-1GT |
Update LADOTD Policy on Pile Driving Vibration Management |
Final Report
Technical Summary |
| 482 |
07-6P |
Evaluation of Current Louisiana Flexible Pavement Structures Using PMS Data and New Mechanistic-Empirical Pavement Design Guide |
Final Report
Technical Summary |
| 481 |
09-2C |
Evaluation of Cement and Fly Ash Treated Recycled Asphalt Pavement and Aggregates for Base Construction |
Final Report
Technical Summary |
| 480 |
07-4SS |
LADOTD Customer Service Process and Outcome Evaluation |
Final Report
Technical Summary |
| 479 |
10-1C |
Evaluation of Surface Resistivity Measurements as an Alternative to the Rapid Chloride Permeability Test for Quality Assurance and Acceptance |
Final Report
Technical Summary |
| 478 |
08-1P |
Cost Effective Prevention of Reflective Cracking of Composite Pavement |
Final Report
Technical Summary |
| 477 |
08-1ST |
Evaluation of Continuity Detail for Precast Prestressed Girders |
Final Report
Technical Summary |
| 476 |
04-5GT |
Control of Embankment Settlement Field Verification on PCPT Prediction Methods |
Final Report
Technical Summary |
| 474 |
03-2GT |
Accelerated Loading Evaluation of Stabilized BCS Layers in Pavement Performance |
Final Report
Technical Summary |
| 473 |
03-7ST |
Long-Term Monitoring of the HPC Charenton Canal Bridge |
Final Report
Technical Summary |
| 471 |
05-5GT |
Evaluation of the Base/Subgrade Soil under Repeated Loading: Phase II–In-Box and ALF Cyclic Plate Load Tests |
Final Report
Technical Summary |
| 470 |
07-2GT |
Calibration of Resistance Factors Needed in the LRFD Design of Drilled Shafts |
Final Report
Technical Summary |
| 469 |
09-1C |
Evaluation of Fly Ash Quality Control Tools |
Final Report
Technical Summary |
| 468 |
03-2GT |
Accelerated Loading Evaluation of Subbase Layers in Pavement Performance |
Final Report
Technical Summary |
| 467 |
08-6GT |
Performance of Buried Pipe Installation |
View PDF |
| 466 |
08-3TIRE |
First Flush Reactor for Stormwater Treatment for Elevated Linear Transportation Projects |
View PDF |
| 465 |
09-1B |
Characterization of HMA Mixtures Containing Recycled Asphalt Pavement Modified with Crumb Rubber Asphalt |
View PDF
Technical Summary |
| 464 |
09-2TIRE |
Application of Satellite Imagery for Surface Rain Rate Estimation |
View PDF |
| 463 |
04-1GT |
Estimating Setup of Piles Driven into Louisiana Clayey Soils |
View PDF |
| 462 |
04-3B |
A Comparative Analysis Of Modified Binders: Original Asphalts And Materials Extracted From Existing Pavements |
View PDF |
| 461 |
04-7B |
The Use of DMA to Characterize the Aging of Asphalt Binders |
View PDF |
| 460 |
04-2P |
Development of Index Based Pavement Performance Models for Pavement Management System (PMS) of LADOTD |
View PDF
Appendix B
Appendix C
Appendix D |
| 459 |
09-2GT |
Reference Measurements of Pavement Management System Roadway Elevations |
View PDF |
| 458 |
06-1B |
Implementation of Testing Equipment for Asphalt Materials |
View PDF |
| 457 |
02-2GT |
The Rideability of a Deflected Bridge Approach Slab |
View PDF |
| 456 |
07-3SS |
Establishing an Intelligent Transportation Systems (ITS) Lab at LTRC |
View PDF |
| 454 |
06-2P |
Mechanistic Flexible Pavement Overlay Design Program |
View PDF |
| 452 |
07-1P |
Finite Element Simulation of Structural Performance on Flexible Pavements with Stabilized Base/Treated Subbase Materials under Accelerated Loading |
View PDF |
| 451 |
07-2C |
Determination of Coefficient of Thermal Expansion Effects on Louisiana's PCC Pavement Design |
Final Report
Technical Summary |
| 450 |
05-5GT |
Evaluation of the Base/Subgrade Soil under Repeated Loading: Phase 1—Laboratory Testing and Numerical Modeling of Geogrid Reinforced Bases in Flexible Pavement |
View PDF |
| 449 |
07-2GT |
Calibration of Resistance Factors Needed in the LRFD Design of Driven Piles |
View PDF |
| 448 |
01-3ENV |
Transport, Speciation, Toxicity, and Treatability of Highway Stormwater Discharged to Receiving Waters in Louisiana |
View PDF
View Technical Summary |
| 447 |
01-3ENV |
Volume Balance and Toxicity Analysis of Highway Stormwater Discharge from Cross Lake Bridge |
View PDF |
| 446 |
03-1GT |
Development of a Geotechnical Information Database |
View PDF |
| 445 |
07-2P |
Characterization and Development of Truck Load Spectra and Growth Factors for Current and Future Pavement Design Practices in Louisiana |
View PDF |
| 444 |
08-2P |
Analysis of Seasonal Strain Measurements in Asphalt Materials under Accelerated Pavement Testing and Comparing Field Performance and LaboratoryMeasured Binder Tension Properties |
View PDF |
| 443 |
06-2ST |
Elimination of Deck Joints Using a Corrosion Resistant FRP Approach |
View PDF |
| 442 |
05-3ST |
Development of Advanced Grid Stiffened (AGS) Fiber Reinforced Polymer (FRP) Tube-Encased Concrete Columns |
View PDF
View Technical Summary |
| 441 |
07-4TIRE |
A Novel Technique for Stiffening Steel Structures |
View PDF |
| 440 |
06-3ST |
Field Verification for the Effectiveness of Continuity Diaphragms for Skewed Continuous P/C P/S Concrete Girder Bridges |
View PDF |
| 439 |
06-6GT |
Update of Correlations between Cone Penetration and Boring Log Data |
View PDF |
| 438 |
05-5C |
Flexural Strength and Fatigue of Steel Fiber Reinforced Concrete (2004 Hale Boggs Deck) |
View PDF |
| 437 |
04-2ST |
Structural Monitoring of Rigolets Pass Bridge |
View PDF |
| 436 |
05-1C |
Air Void Analyzer for Plastic Concrete |
View PDF |
| 435 |
05-1SS |
Evaluation of the Traffic Safety Benefits of a Lower Speed Limit and Restriction of Trucks to Use of Right Lane Only on I-10 Over the Atchafalaya Basin |
Final Report
Technical Summary |
| 434 |
06-1SS |
Statewide Traffic Safety Study Phase II: Identification of Major Traffic Safety Problem Areas in Louisiana |
View PDF |
| 433 |
03-2SS |
Analysis of Louisiana Vehicular Input Data for MOBILE 6 |
View PDF |
| 430 |
04-2P |
Development of Uniform Sections for Pavement Management System Inventory and Application |
View PDF |
| 429 |
04-4GT |
Effect of Drainage in Unbound Aggregate Bases on Flexible Pavement Performance |
View PDF |
| 427 |
95-3GT |
In-Place Cement Stabilized Base Reconstruction Techniques Final Report: Construction and Eight Year Evaluation |
View PDF
View Technical Summary
|
| 428 |
04-1SS |
Development of a Statewide Transportation Data Warehousing and Mining System under the Louisiana Transportation Information System (LATIS) Program |
View PDF |
| 426 |
06-1ST |
Feasibility of Tubular Fender Units for Pier Protection Against Vessel Collision |
View PDF |
| 425 |
03-5P |
Evaluating the Effects of Heavy Sugarcane Truck Operations on Repair Cost of Low Volume Highways |
View PDF |
| 424 |
04-2GT |
Use of Reinforced Soil Foundation (RSF) to Support Shallow Foundation (Summary Report) |
View PDF |
| 423 |
04-2GT |
Use of Reinforced Soil Foundation (RSF) to Support Shallow Foundation (Full Report) |
View PDF |
| 420 |
03-3ST |
Assessing the Needs for Intermediate Diaphragms in Prestressed Concrete Bridges(Summary Report) |
View PDF |
| 419 |
03-8GT |
Stability of Calcium Sulfate Base Course in a Wet Environment |
View PDF |
| 418 |
03-2ST |
Monitoring System to Determine the Impact of Sugarcane Truckloads on Non-Interstate Bridges |
View PDF |
| 417 |
03-3P |
Comparative Evaluation of Subgrade Resilient Modulus from Non-destructive, In-situ, and Laboratory Methods |
View PDF |
| 415 |
04-1C |
Evaluation of Capping Systems for High-Strength Concrete Cylinders |
View PDF |
| 414 |
03-6P |
Impact of Edge Lines on Safety of Rural Two-Lane Highways |
View PDF |
| 411 |
98-6P |
Evaluation of Narrow Transverse Contraction Joints in Jointed Plain Concrete Pavements |
View PDF |
| 409 |
00-1P |
Evaluation of Stone/RAP Interlayers Under Accelerated Loading |
View PDF |
| 408 |
03-1SS |
Modeling Hurricane Evacuation Traffic: Development of a Time-Dependent Hurricane Evacuation Demand Model |
View PDF |
| 407 |
03-1SS |
Modeling Hurricane Evacuation Traffic: Testing the Gravity and Intervening Opportunity Models as Models of Destination Choice in Hurricane Evacuation |
View PDF |
| 406 |
02-4B |
Development of Models to Estimate the Subgrade and Subbase Layers' Resilient Modulus from In situ Devices Test Results for Construction Control |
View PDF |
| 404 |
03-3GT |
Alternative Methods to Trench Backfill |
View PDF |
| 403 |
03-4GT |
Bridge Concrete Approach Slab and Embankment Settlement |
View PDF |
| 402 |
03-1SS |
Modeling Hurricane Evacuation Traffic: A Mobile Real-Time Traffic Counter for Monitoring Hurricane Evacuation Traffic Conditions |
View PDF |
| 401 |
01-1ENV |
Optimization of Subsurface Flow and Associated Treatment Processes |
View PDF |
| 400 |
03-1SS |
Modeling Hurricane Evacuation Traffic: Evaluation of Freeway Contraflow Evacuation Initiation and Termination Point Configurations |
View PDF-
Full Rpt.
View PDF-
Summary Rpt. |
470-400 | 399 - 300 | 299-200 | 199-100 | 99-1
|
