Evaluation Procedures for the Determination of Concrete Pavement Thickness and Reinforcement Location
Author : W. G. Weber
Publisher :
Page : 266 pages
File Size : 48,91 MB
Release : 1973
Category :
ISBN :
Author : W. G. Weber
Publisher :
Page : 266 pages
File Size : 48,91 MB
Release : 1973
Category :
ISBN :
Author : William G. Weber
Publisher :
Page : 237 pages
File Size : 46,90 MB
Release : 1973
Category : Nondestructive testing
ISBN :
Author : William G. Weber
Publisher : Transportation Research Board National Research
Page : 628 pages
File Size : 16,49 MB
Release : 1976
Category : Technology & Engineering
ISBN :
This report documents and presents the results of a study that evaluated currently available nondestructive testing systems that appeared to have potential for supplementing or replacing coring in determining concrete pavement thickness and reinforcement location. The evaluation was done primarily in the field. The principal work consisted of the systems under on-the-job conditions on eight paving projects in six states. The measurement technique were employed in conjunction with statistical acceptance criteria evolved in the course of the study.
Author : United States. Federal Highway Administration
Publisher :
Page : 210 pages
File Size : 13,25 MB
Release : 1973
Category : Highway engineering
ISBN :
Author : American Association of State Highway and Transportation Officials
Publisher : AASHTO
Page : 622 pages
File Size : 13,78 MB
Release : 1993
Category : Pavements
ISBN : 1560510552
Design related project level pavement management - Economic evaluation of alternative pavement design strategies - Reliability / - Pavement design procedures for new construction or reconstruction : Design requirements - Highway pavement structural design - Low-volume road design / - Pavement design procedures for rehabilitation of existing pavements : Rehabilitation concepts - Guides for field data collection - Rehabilitation methods other than overlay - Rehabilitation methods with overlays / - Mechanistic-empirical design procedures.
Author :
Publisher :
Page : 838 pages
File Size : 25,59 MB
Release : 1983
Category :
ISBN :
Author :
Publisher :
Page : 520 pages
File Size : 38,18 MB
Release : 1992
Category : Pavements, Concrete
ISBN :
Author : National Research Council (U.S.). Highway Research Board
Publisher :
Page : 236 pages
File Size : 27,12 MB
Release : 1968
Category : Pavements
ISBN :
Author : United States. Federal Aviation Administration
Publisher :
Page : 208 pages
File Size : 16,14 MB
Release : 1989
Category :
ISBN :
Author : Brian K. Diefenderfer
Publisher :
Page : 52 pages
File Size : 31,41 MB
Release : 2009
Category : Interstate 64
ISBN :
Beginning in 2004, the Virginia Department of Transportation (VDOT) undertook a series of pavement rehabilitation projects to address deficiencies in three sections of the I-64 corridor between Richmond and Newport News. I-64 serves as the primary avenue between the Richmond and Hampton Roads metropolitan areas and carries a combined traffic volume ranging from approximately 20,000 to 90,000 vehicles per day. For nearly 100 mi, this roadway is a four-lane divided facility that was originally built between the late 1960s and early 1970s as either a jointed reinforced or continuously reinforced concrete pavement. The existing concrete pavement was rehabilitated using three rehabilitation procedures: two standard approaches and an experimental approach. The standard rehabilitation procedures included the use of full-depth portland cement concrete (PCC) patches overlaid by a hot-mix asphalt (HMA) overlay and full-depth PCC patches followed by grinding of the pavement surface. The experimental rehabilitation procedure consisted of the use of full- and partial-depth HMA patches followed by an HMA overlay. The purpose of this study was to document the initial condition and performance to date of the I-64 project and to summarize similar work performed by state departments of transportation other than VDOT. The pavement rehabilitation cost per lane-mile was nearly 20% less for the section of I-64 for which full-depth PCC patches followed by grinding of the pavement surface was used than for the other two sections. However, the experimental results do not allow for a comparison to determine any differences in the structural capacity or service life between the sections. The study recommends that VDOT's Materials Division annually monitor the ride quality of the pavement in the three rehabilitated sections of I-64 so that the end of service life can be defined as the pavement roughness increases because of deterioration. Further, the Virginia Transportation Research Council should collaborate with other research organizations to encourage and pursue full-scale or laboratory-scale accelerated pavement testing to determine the optimum repair materials and methods for pre-overlay repair of existing PCC pavements and to develop models to quantify the deterioration of an asphalt overlay placed over an existing concrete pavement because of reflection cracking.