Hot mix asphalt voids acceptance review of QC/QA data 2000 through 2010
(eBook)
Author
Contributors
Published
Denver, CO : Colorado Department of Transportation, DTD Applied Research and Innovation Branch, [2011].
Physical Desc
1 online resource (41, A-9 pages) : illustrations
Status
Description
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More Details
Format
eBook
Language
English
Notes
General Note
"Report No. CDOT-2011-15. Final Report."
General Note
"October 2011."
General Note
"Prepared in cooperation with the US Department of Transportation, Federal Highway Administration."--P. [i]
Bibliography
Includes bibliographical references (page 41).
Type of Report an Period Covered
Final report.
Description
This report analyzes the quality control/quality assurance (QC/QA) data for hot mix asphalt (HMA) using voids acceptance as the testing criteria awarded in the years 2000 through 2010. Analysis of the overall performance of the projects is accomplished by reviewing the Calculated Pay Factor Composite (CPFC) and Incentive/Disincentive Payments (I/DP). Analysis of each of the elements: asphalt content, voids in mineral aggregate (VMA), air voids, mat density, and joint density is presented in tables, figures, and reports. Various data groupings are used to evaluate the data including: year, region, and grading. The specification and the projects are performing reasonably well. The results for the data show that quality of the projects is remaining fairly consistent. No definite upward or downward trends can be seen in the data. Over the eleven-year time period more projects have received incentive payments than disincentive payments. The average CPFC over the eleven years evaluation is 1.00569. The quality levels in the individual elements are at relatively high levels. The VMA and mat density elements show the best results being above 93 percent within the specification limits. The asphalt content and air voids elements are at approximately 90 percent. The joint density pay factor is under 1.0 but is expected to rise as contractors gain experience in this area.
Citations
APA Citation, 7th Edition (style guide)
DeLuccie, V., & Goldbaum, J. (2011). Hot mix asphalt voids acceptance review of QC/QA data 2000 through 2010 . Colorado Department of Transportation, DTD Applied Research and Innovation Branch.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)DeLuccie, Veronica and Jay. Goldbaum. 2011. Hot Mix Asphalt Voids Acceptance Review of QC/QA Data 2000 Through 2010. Colorado Department of Transportation, DTD Applied Research and Innovation Branch.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)DeLuccie, Veronica and Jay. Goldbaum. Hot Mix Asphalt Voids Acceptance Review of QC/QA Data 2000 Through 2010 Colorado Department of Transportation, DTD Applied Research and Innovation Branch, 2011.
MLA Citation, 9th Edition (style guide)DeLuccie, Veronica., and Jay Goldbaum. Hot Mix Asphalt Voids Acceptance Review of QC/QA Data 2000 Through 2010 Colorado Department of Transportation, DTD Applied Research and Innovation Branch, 2011.
Note! Citations contain only title, author, edition, publisher, and year published. Citations should be used as a guideline and should be double checked for accuracy. Citation formats are based on standards as of August 2021.
Staff View
Grouped Work ID
1e75a723-1457-4277-0928-5d7255361c0f-eng
Grouping Information
| Grouped Work ID | 1e75a723-1457-4277-0928-5d7255361c0f-eng |
|---|---|
| Full title | hot mix asphalt voids acceptance review of qc qa data 2000 through 2010 |
| Author | deluccie veronica |
| Grouping Category | book |
| Last Update | 2022-06-13 10:33:16AM |
| Last Indexed | 2024-05-04 00:03:43AM |
Book Cover Information
| Image Source | default |
|---|---|
| First Loaded | Oct 17, 2022 |
| Last Used | Apr 19, 2024 |
Marc Record
| First Detected | Oct 26, 2011 12:00:00 AM |
|---|---|
| Last File Modification Time | Jul 31, 2021 04:33:58 AM |
MARC Record
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| 100 | 1 | |a DeLuccie, Veronica. | |
| 245 | 1 | 0 | |a Hot mix asphalt voids acceptance review of QC/QA data 2000 through 2010|h [electronic resource] /|c Veronica DeLuccie, Jay Goldbaum; prepared by Colorado Department of Transportation, Pavement Design Program; sponsored by the Colorado Department of Transportation, DTD Applied Research and Innovation Branch in cooperation with the U.S. Department of Transportation, Federal Highway Administration. |
| 264 | 1 | |a Denver, CO :|b Colorado Department of Transportation, DTD Applied Research and Innovation Branch,|c [2011] | |
| 300 | |a 1 online resource (41, A-9 pages) :|b illustrations | ||
| 336 | |a text|b txt|2 rdacontent | ||
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| 500 | |a "Report No. CDOT-2011-15. Final Report." | ||
| 500 | |a "October 2011." | ||
| 500 | |a "Prepared in cooperation with the US Department of Transportation, Federal Highway Administration."--P. [i] | ||
| 504 | |a Includes bibliographical references (page 41). | ||
| 513 | |a Final report. | ||
| 520 | 3 | |a This report analyzes the quality control/quality assurance (QC/QA) data for hot mix asphalt (HMA) using voids acceptance as the testing criteria awarded in the years 2000 through 2010. Analysis of the overall performance of the projects is accomplished by reviewing the Calculated Pay Factor Composite (CPFC) and Incentive/Disincentive Payments (I/DP). Analysis of each of the elements: asphalt content, voids in mineral aggregate (VMA), air voids, mat density, and joint density is presented in tables, figures, and reports. Various data groupings are used to evaluate the data including: year, region, and grading. The specification and the projects are performing reasonably well. The results for the data show that quality of the projects is remaining fairly consistent. No definite upward or downward trends can be seen in the data. Over the eleven-year time period more projects have received incentive payments than disincentive payments. The average CPFC over the eleven years evaluation is 1.00569. The quality levels in the individual elements are at relatively high levels. The VMA and mat density elements show the best results being above 93 percent within the specification limits. The asphalt content and air voids elements are at approximately 90 percent. The joint density pay factor is under 1.0 but is expected to rise as contractors gain experience in this area. | |
| 650 | 0 | |a Pavements, Asphalt|z Colorado. | |
| 650 | 0 | |a Pavements|z Colorado|x Testing. | |
| 700 | 1 | |a Goldbaum, Jay. | |
| 710 | 1 | |a Colorado.|b DTD Applied Research and Innovation Branch. | |
| 710 | 1 | |a United States.|b Federal Highway Administration. | |
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