Evaluation of Lightweight Profilers for Construction Smoothness Evaluation

Evaluation of Lightweight Profilers for Construction Smoothness Evaluation PDF Author: Kevin B. Jones
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 20

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Book Description
High-speed non-contact laser profilers have become the standard testing equipment for pavement management ride quality testing. The same technology used in the high-speed profilers is now being used in lightweight profilers for construction smoothness testing. The lightweight profilers have many advantages over the California 25-ft profilograph. Despite the many advantages of the lightweight profilers, there is resistance from the contracting industry toward eliminating the 25-ft profilograph for construction ride testing. One way to reduce or overcome the resistance is to evaluate and demonstrate the advantages/disadvantages of the lightweight profiler in actual field use in Iowa. The objective of the study was to purchase a lightweight profiler and to evaluate its suitability for construction smoothness quality verification and quality acceptance on Iowa projects. A lightweight profiler, an Ames Engineering, Inc. LISA single laser unit, was received in February 2003 for the study. Based on the work done during the 2003 construction season, the following conclusions can be made: (1) For hot mix asphalt surfaces, the LISA correlated well with the contractors' profilographs; (2) LISA results are significantly affected by longitudinal tining on portland cement concrete pavements, requiring a laser system upgrade to give accurate results; (3) A significant time saving was realized by using the LISA; (4) Increasing visibility and reducing time in the construction zone improved safety; (5) One person with limited lifting capabilities could set up and operate the LISA; and (6) With the current Iowa Department of Transportation specification, the LISA cannot totally replace the profilograph, since bridges and short segments with no adjoining pavement would still require a profilograph.

Evaluation of Lightweight Profilers for Construction Smoothness Evaluation

Evaluation of Lightweight Profilers for Construction Smoothness Evaluation PDF Author: Kevin B. Jones
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 20

Get Book Here

Book Description
High-speed non-contact laser profilers have become the standard testing equipment for pavement management ride quality testing. The same technology used in the high-speed profilers is now being used in lightweight profilers for construction smoothness testing. The lightweight profilers have many advantages over the California 25-ft profilograph. Despite the many advantages of the lightweight profilers, there is resistance from the contracting industry toward eliminating the 25-ft profilograph for construction ride testing. One way to reduce or overcome the resistance is to evaluate and demonstrate the advantages/disadvantages of the lightweight profiler in actual field use in Iowa. The objective of the study was to purchase a lightweight profiler and to evaluate its suitability for construction smoothness quality verification and quality acceptance on Iowa projects. A lightweight profiler, an Ames Engineering, Inc. LISA single laser unit, was received in February 2003 for the study. Based on the work done during the 2003 construction season, the following conclusions can be made: (1) For hot mix asphalt surfaces, the LISA correlated well with the contractors' profilographs; (2) LISA results are significantly affected by longitudinal tining on portland cement concrete pavements, requiring a laser system upgrade to give accurate results; (3) A significant time saving was realized by using the LISA; (4) Increasing visibility and reducing time in the construction zone improved safety; (5) One person with limited lifting capabilities could set up and operate the LISA; and (6) With the current Iowa Department of Transportation specification, the LISA cannot totally replace the profilograph, since bridges and short segments with no adjoining pavement would still require a profilograph.

Summary of Research

Summary of Research PDF Author: Indiana. Department of Transportation. Research Division
Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 170

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Assessment of Profiler Performance for Construction Quality Control: Phase I

Assessment of Profiler Performance for Construction Quality Control: Phase I PDF Author: Steven M. Karamihas
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 68

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Evaluation of Performance of Light-weight Profilometers

Evaluation of Performance of Light-weight Profilometers PDF Author:
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 74

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Critical Profiler Accuracy Requirements

Critical Profiler Accuracy Requirements PDF Author: Steven M. Karamihas
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 128

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Highway Engineering

Highway Engineering PDF Author: Athanassios Nikolaides
Publisher: CRC Press
ISBN: 1466579978
Category : Technology & Engineering
Languages : en
Pages : 868

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Book Description
An International Textbook, from A to ZHighway Engineering: Pavements, Materials and Control of Quality covers the basic principles of pavement management, highlights recent advancements, and details the latest industry standards and techniques in the global market. Utilizing the author's more than 30 years of teaching, researching, and consulting e

Energy Research Abstracts

Energy Research Abstracts PDF Author:
Publisher:
ISBN:
Category : Power resources
Languages : en
Pages : 438

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Better Roads

Better Roads PDF Author:
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 1240

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Connecticut Digest of Administrative Reports to the Governor

Connecticut Digest of Administrative Reports to the Governor PDF Author: Connecticut. Department of Administrative Services
Publisher:
ISBN:
Category : Administrative agencies
Languages : en
Pages : 364

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Materials Evaluation

Materials Evaluation PDF Author:
Publisher:
ISBN:
Category : Nondestructive testing
Languages : en
Pages : 630

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