Author: Haiming Huang
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 122
Book Description
Concrete Pavement Crack and Seat Performance and Overlay Design
Author: Haiming Huang
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 122
Book Description
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 122
Book Description
Crack and Seat Performance
Author: United States. Federal Highway Administration. Pavement Division
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 74
Book Description
Based on the findings of this review, the use of cracking, seating, and overlaying as a pavement rehabilitation alternate should be approached with caution. Since both positive and negative aspects of cracking and seating (C & S) were identified during the review, state agencies contemplating the use of C & S should do a thorough project by project analysis to determine if it is the most cost effective rehabilitation technique to employ.
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 74
Book Description
Based on the findings of this review, the use of cracking, seating, and overlaying as a pavement rehabilitation alternate should be approached with caution. Since both positive and negative aspects of cracking and seating (C & S) were identified during the review, state agencies contemplating the use of C & S should do a thorough project by project analysis to determine if it is the most cost effective rehabilitation technique to employ.
Concrete Pavement Crack and Seat Performance and Fiber Modified Overlay
Author: Haiming Huang
Publisher:
ISBN:
Category :
Languages : en
Pages : 24
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 24
Book Description
Crack and Seat Performance
Author: John Higgins
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages :
Book Description
Cracking, Seating and Overlaying of PCC Pavement
Author: John B. Wojakowski
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 32
Book Description
In the fall of 1984, the Kansas Department of Transportation constructed a project involving cracking, seating, and overlaying a portland cement concrete pavement. The project is located in Wyandotte County on K-7 highway, north of K-32. This project is on the west side of the Kansas City metropolitan area. Eight experimental sections and one control section were stipulated for this project. One section of regular construction was selected for the control section. Four of the eight test sections were designated to be cracked at 0.9 m (3 ft) centers, and the other four were cracked at 1.5 m (5 ft) centers. One half of each spacing pattern was saw cut at the quarter points of the 18.7 m (61.5 ft) panels [approximately 4.6 m (15 ft) spacing, minimum 127 mm (5 in.) deep, maximum 13 mm (0.5 in.) wide] prior to cracking. Four sections had minimal joint repair; four had normal joint patching. There have been no easy determinants as to why the transverse cracking is low in some sections, and high in others. In some years it appears to be one factor, but the next year the factor has appeared to change. After 10 years there is no difference attributable to the cracking spacing, probably because both spacings are too large to adequately distribute the thermal movements. Slightly better performance was noted in sections that have minimal joint patching. More recent projects have used rubblizing as a rehabilitation technique. These have not shown significantly better performance than the cracking method. More investigation needs to be done to quantify the effect of various components that are used in this technique.
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 32
Book Description
In the fall of 1984, the Kansas Department of Transportation constructed a project involving cracking, seating, and overlaying a portland cement concrete pavement. The project is located in Wyandotte County on K-7 highway, north of K-32. This project is on the west side of the Kansas City metropolitan area. Eight experimental sections and one control section were stipulated for this project. One section of regular construction was selected for the control section. Four of the eight test sections were designated to be cracked at 0.9 m (3 ft) centers, and the other four were cracked at 1.5 m (5 ft) centers. One half of each spacing pattern was saw cut at the quarter points of the 18.7 m (61.5 ft) panels [approximately 4.6 m (15 ft) spacing, minimum 127 mm (5 in.) deep, maximum 13 mm (0.5 in.) wide] prior to cracking. Four sections had minimal joint repair; four had normal joint patching. There have been no easy determinants as to why the transverse cracking is low in some sections, and high in others. In some years it appears to be one factor, but the next year the factor has appeared to change. After 10 years there is no difference attributable to the cracking spacing, probably because both spacings are too large to adequately distribute the thermal movements. Slightly better performance was noted in sections that have minimal joint patching. More recent projects have used rubblizing as a rehabilitation technique. These have not shown significantly better performance than the cracking method. More investigation needs to be done to quantify the effect of various components that are used in this technique.
An Evaluation of the Crack, Seat and Overlay Method in California
Author: Ashraf M. Rahim
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 112
Book Description
Performance data for these sections were obtained from the Caltrans Pavement Condition Report (PCR) and were analyzed along with inventory data obtained from as-built sheets. In Phase II, seventeen (17) CS&O sections (eight (8) on the Central Coast and nine (9) in Northern California) were identified and examined. Performance data were extracted from the Caltrans PCR. As-built and maintenance history data were obtained from the Caltrans District 05 (D05) and District 02 (D02) offices. Data for these sections were combined with data from the Central Valley region (Phase I) to evaluate the performance of CS&O sections throughout California. Also, performance models were developed for three different regions, namely Central Valley (CV), Central Coast (CC), and Northern California (NCA).
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 112
Book Description
Performance data for these sections were obtained from the Caltrans Pavement Condition Report (PCR) and were analyzed along with inventory data obtained from as-built sheets. In Phase II, seventeen (17) CS&O sections (eight (8) on the Central Coast and nine (9) in Northern California) were identified and examined. Performance data were extracted from the Caltrans PCR. As-built and maintenance history data were obtained from the Caltrans District 05 (D05) and District 02 (D02) offices. Data for these sections were combined with data from the Central Valley region (Phase I) to evaluate the performance of CS&O sections throughout California. Also, performance models were developed for three different regions, namely Central Valley (CV), Central Coast (CC), and Northern California (NCA).
The Crack and Seat Method of Pavement Rehabilitation
Author: Amy M. Schutzbach
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 112
Book Description
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 112
Book Description
Reflective Cracking in Pavements
Author: L. Francken
Publisher: CRC Press
ISBN: 1482271796
Category : Architecture
Languages : en
Pages : 576
Book Description
Proceedings of RILEM TC-PRC third conference on this subject. Papers from road authorities, engineers, researchers, contractors and manufacturers discussing the implementation and the long term behaviour of overlay systems. The following topics are covered: prevention and cracking assessment, choice and design of overlay systems, practical implemen
Publisher: CRC Press
ISBN: 1482271796
Category : Architecture
Languages : en
Pages : 576
Book Description
Proceedings of RILEM TC-PRC third conference on this subject. Papers from road authorities, engineers, researchers, contractors and manufacturers discussing the implementation and the long term behaviour of overlay systems. The following topics are covered: prevention and cracking assessment, choice and design of overlay systems, practical implemen
The Performance of Crack, Seat, and Overlay Rehabilitation Technique for Concrete Pavements
Author: Daniel Kuhmann
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 354
Book Description
National data collected by the Federal Highway Administration under the State Highway Research Project was reviewed and collected to be able to determine if performance models could be produced to describe distress in pavements rehabilitated with the crack, seat, and overlay method.
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 354
Book Description
National data collected by the Federal Highway Administration under the State Highway Research Project was reviewed and collected to be able to determine if performance models could be produced to describe distress in pavements rehabilitated with the crack, seat, and overlay method.
Investigation and Application of Fractured Slab Techniques for PCC Pavements
Author: Samuel Owusu-Ababio
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 116
Book Description
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 116
Book Description