Use of Multiple Non-Destructive Evaluation Approaches in Connecticut to Establish Accurate Joint Repair and Replacement Estimates for Composite Pavement Rehabilitation-Reference-Cited by-同舟云学术

Use of Multiple Non-Destructive Evaluation Approaches in Connecticut to Establish Accurate Joint Repair and Replacement Estimates for Composite Pavement Rehabilitation

Published:2017-08-24 Issue: Volume: Page:
ISSN:
Container-title:Airfield and Highway Pavements 2017
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Author:

Khan Tamim U.¹²³⁴¹,Norton Steven T.¹²³⁴¹,Keegan Katherine¹²³⁴¹,Gould Jonathan S.¹²³⁴¹,Jacques Christopher D.¹²³⁴¹

Affiliation:

1. Pavement Engineer, AECOM, 250 Apollo Dr., Chelmsford, MA 01824.

2. Transportation Engineer, CTDOT, 2800 Berlin Turnpike, Newington, CT 06111.

3. Associate Vice President, AECOM, 250 Apollo Dr., Chelmsford, MA 01824.

4. Senior Pavement Engineer, AECOM, 250 Apollo Dr., Chelmsford, MA 01824.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480922.018

Reference9 articles.

1. Al-Qadi I. L. and Lahouar S. (2005). "Measuring layer thicknesses with GPRTheory to practice." Construction and building materials 19(10) 763-772.

2. American Association of State Highway and Transportation Officials. (1993). AASHTO Guide for Design of Pavement Structures 1993 (Vol. 1). AASHTO.

3. ASTM D4694-09. (2015). Standard Test Method for Deflections with a Falling-Weight-Type Impulse Load Device ASTM International West Conshohocken PA 2015.

4. ASTM D4695-03. (2015). Standard Guide for General Pavement Deflection Measurements ASTM International West Conshohocken PA 2015.

5. ASTM D6433-16 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys ASTM International West Conshohocken PA 2016.

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