|
EB109P Thickness Design for Concrete Highway and Street Pavements |
| |
EB209P Thickness Design for Concrete Highway and Street Pavements (Canadian Edition) |
| |
EB210P *Whitetopping: State of the Practice* |
| |
EB213P *Traffic Management for Concrete Reconstruction & Rehabilitation* |
| |
EB220P Life Cycle Cost Analysis: A Guide for Comparing Alternate Pavement Designs |
| |
IS006P Intersection Joint Layout |
| |
IS061P Design and Construction of Joints for Concrete Streets |
| |
IS100P Ultra-Thin Whitetopping |
| |
IS104P Specification Guideline for Dowel Bar Retrofit |
| |
IS119P Construction Specification Guideline for Concrete Streets and Local Roads |
|
IS120P Construction Specification Guideline for Ultra-Thin Whitetopping |
|
S184P Design of Concrete Pavement for City Streets |
|
IS202P Concrete Pavement for General-Aviation, Business and Commuter Aircraft |
|
IS235P Utility Cuts and Full-Depth Repairs in Concrete Streets |
|
IS257P Maturity Testing of Concrete Pavements: Applications and Benefits |
|
IS404P Cement-Treated Permeable Base for Heavy-Traffic Concrete Pavements |
|
IS405P Concrete Pavements with Undoweled Joints for Light Traffic Facilities |
|
IS414P Concrete Pavements Without Subbases for Light Traffic Facilities |
|
IS416P Concrete Pavement for Trucking Facilities |
|
JP001P Concrete Pavement Rehabilitation: Guide for Load Transfer Restoration |
| |
JP002P Concrete Pavement Repair Manual |
| |
JP007P Best Practices for Airport Portland Cement Concrete Pavement Construction |
|
PA169P Full-Depth Repair and Utility Cuts for Concrete Pavements |
| |
PA179P Safe Landings - Why Concrete for Airports |
| |
PA397P Repair of Ultra-Thin Whitetopping |
| |
PL225P The Concrete Solution for City Streets |
| |
PL226P The Concrete Solution for Deteriorated Asphalt Intersections |
| |
PL227P Concrete Overlays - Bonded, Unbonded, Whitetopping |
| |
PL229P Life-Cycle Cost Analysis |
| |
PL239P Trucks Demand Concrete |
|
PL452P Whitetopping - The Road to Renewal |
|
PL454P Why Concrete Pavements? |
|
PL501P Concrete Pavement Successes - Traffic Management |
|
PL502P Concrete Pavement Findings - Iowa County Road Study |
|
PL503P Concrete Pavement Findings - General Aviation Performance |
|
PL504P Concrete Pavement Successes - Highway Projects |
|
PL505P Concrete Pavement Successes - Airports |
|
PL506P Executive Briefs - UTW |
|
PL507P Executive Briefs - Traffic Management |
|
PL508P Findings - Osan Experience - CPR for Airfields |
|
PL509P Findings - Longevity of Diamond-Ground Pavements |
|
PL510P Successes - Airports - Atlanta/Savannah |
|
PL511P Findings - Unique I-10 Pomona Project Kicks off Caltrans' Pavement Rehabilitation Program |
|
PL512P Successes - I-20 Georgia Reconstruction and CPR |
|
PL513P Findings - Versatile Concrete Pavement Provides Mix of Fixes for Rutted Intersections |
|
PL514P Positions - Asset Management - A Concrete Solution to Responsible Government |
|
PL515P Executive Briefs - Asset Management for Responsible Roads |
|
PL516P Findings - Longitudinal Texture for Smooth Quite Ride |
|
PL517P Executive Briefs - Slag Cement and Concrete Pavements |
|
PL518P Executive Briefs - Maturity Testing of Concrete Pavements - Open to Traffic Quickly |
|
PL610P Equivalency Chart - For Concrete and Asphalt Pavements |
|
PS002P Concrete Pavement Project Report (Alpena Airport) |
|
PS003P Concrete Pavement Project Report (Kansas City Airport) |
|
PS003IP Concrete Pavement Project Report (Decorah, Iowa) |
|
*SP045P Portland Cement Concrete Overlays - State of the Technology Synthesis* |
| |
SR001P Weekend Reconstruction - Urban Concrete Pavement on Interstate |
| |
SR002P Accelerated Pavement Testing to Evaluate UTW Load-Carrying Capacity |
| |
SR289P Effect of Pavement Surface Type on Fuel Consumption |
| |
SR902P Concrete Pavement Surface Textures |
| |
SR903P Stitching Concrete Pavement Cracks and Joints |
|
SR904P Concrete Pavement Surface Restoration: Diamond Grinding vs. Carbide Milling |
|
SR905P Load Transfer Restoration: Diamond Saw Slot Cutting vs. Carbide Milling |
|
SR990P Understanding Statistically Based Strength Specificationsfor Portland Cement Concrete Pavements |
|
SR991P Comparison of Pavement Performance I-40 Tennessee |
|
SR992P A Comparison of Pavement Performance, Interstate 15, Utah |
|
SR993P A Comparison of Pavement Costs and Performance, Interstate 40, Oklahoma |
|
SR994P Comparison of Pavement Performance and Costs, Interstate 985 and State Route 400, Georgia |
| |
TB002P Guidelines for Full-Depth Repair |
| |
TB003P Guidelines for Partial-Depth Spall Repair |
| |
*TB004P Fast-Track Concrete Pavements* |
| |
TB005P Guidelines for Unbonded Concrete Overlays |
| |
TB006P Constructing Smooth Concrete Pavements |
|
TB007P Guidelines for Bonded Concrete Overlays |
|
*TB008P Diamond Grinding and Concrete Pavement Restoration* |
|
TB010P Design and Construction of Joints for Concrete Highways |
|
TB011P Subgrades and Subbases for Concrete Pavements |
|
*TB012P Joint and Crack Sealing and Repair for Concrete Pavements* |
|
TB013P Reconstruction Optimization Through Concrete Inlays |
|
TB014P Recycling Concrete Pavement |
|
TB016P Early Cracking of Concrete Pavement - Causes and Repairs |
|
TB017P Airfield Joints, Jointing Arrangements and Steel |
|
TB018P Slab Stabilization Guidelines for Concrete Pavements |
|
TB019P Concrete Intersections - A Guide for Design and Construction |
|
TB020P The Concrete Pavement Restoration Guide: Procedures for Preserving Concrete Pavements |