Hot mix asphalt voids acceptance review of QC/QA data 2000 through 2010
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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.
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Grouping Information
Grouped Work ID | 1e75a723-1457-4277-0928-5d7255361c0f-eng |
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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 |
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First Loaded | Oct 17, 2022 |
Last Used | Apr 19, 2024 |
Marc Record
First Detected | Oct 26, 2011 12:00:00 AM |
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Last File Modification Time | Jul 31, 2021 04:33:58 AM |
MARC Record
LEADER | 03663nam a2200505Ia 4500 | ||
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001 | ocn758693785 | ||
003 | OCoLC | ||
005 | 20111208065733.0 | ||
007 | cr cn||||||||| | ||
008 | 111026s2011 coua ob s000 0 eng d | ||
027 | |a CDOT-2011-15 | ||
035 | |a (OCoLC)758693785 | ||
037 | |a 42924|b NTL | ||
040 | |a TRL|c TRL|d UtOrBLW | ||
043 | |a n-us-co | ||
049 | |a DDBA | ||
086 | |a TRA2.10/11-15/INTERNET | ||
086 | |a TRA2.10/11-15/INTERNET|2 codocs | ||
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 | ||
337 | |a computer|b c|2 rdamedia | ||
338 | |a online resource|b cr|2 rdacarrier | ||
347 | |a text file|2 rdaft | ||
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. | |
856 | 4 | 1 | |u http://hdl.handle.net/10176/co:10478_tra2101115internet.pdf|z Access online |
907 | |a .b10528623|b 10-24-20|c 12-08-11 | ||
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