| Tag |
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Second Indicator |
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| LEADER |
00000nam a2200000 i 4500 |
| 001 |
in00004784530 |
| 008 |
240322e202403uutxu ot s000 0 eng d |
| 006 |
m o d s |
| 007 |
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| 005 |
20240322183716.5 |
| 035 |
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|a (OCoLC)on1427599294
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| 040 |
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|a TXA
|b eng
|e rda
|e pn
|c TXA
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| 035 |
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|a (OCoLC)1427599294
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| 090 |
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|a HE203
|b .T43 no. 0-7027-P4
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| 100 |
1 |
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|a Sebesta, Stephen,
|e author.
|
| 245 |
1 |
0 |
|a Within-lab precision of accelerated-cure indirect tensile strength /
|c by Stephen Sebesta, Research Scientist, Texas A&M Transportation Institute, Ross Taylor, Research Specialist III, Texas A&M Transportation Institute and Jinho Kim, Associate Transportation Researcher, Texas A&M Transportation Institute.
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| 246 |
1 |
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|i Project title:
|a Accelerating mix designs for base materials
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| 264 |
|
1 |
|a College Station, Texas :
|b Texas A&M Transportation Institute,
|c March 2024.
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| 300 |
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|a 1 online resource (v, 6 pages)
|
| 336 |
|
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 347 |
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|b PDF
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| 490 |
1 |
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|a Product ;
|v 0-702-P4
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| 536 |
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|a Sponsored by the Texas Department of Transportation and the Federal Highway Administration
|f 0-7027.
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| 520 |
3 |
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|a Understanding the precision of a test method aids in evaluating the expected level of agreement of repeated test results for like materials. Every test is subject to some level of variation; these variations are due to both random errors and any systematic errors that result in imprecision. Research Project 0-7027 developed an accelerated mix design procedure for cement-treated base materials, with attention to test turnaround time and inclusion of moisture conditioning. This project found that the indirect tensile (IDT) strength method with a 72-hour accelerated cure (where specimens are sealed at 104°F) followed by 24-hour moisture conditioning through water submersion (IDT3) provided the most suitable basis for mix design of the accelerated-cure methods investigated. The recommended IDT3 method used 4-inch-diameter, 2-inch-tall specimens, compacted in the Superpave gyrator compactor. This product presents results quantifying the within-lab precision of the IDT3 method. The results from this product can assist in evaluating the expected level of agreement between repeated tests of like materials when tested within a single laboratory.
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| 506 |
0 |
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|a Open access
|f Unrestricted online access
|2 star
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| 588 |
0 |
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|a Online resource; title from PDF image of title page (TTI, viewed on March 22, 2024).
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| 650 |
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0 |
|a Pavements, Concrete
|x Design and construction.
|
| 650 |
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0 |
|a Pavements
|x Subgrades
|x Testing.
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| 650 |
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0 |
|a Pavements, Concrete
|x Testing.
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| 650 |
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0 |
|a Strength of materials
|x Testing.
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| 650 |
|
7 |
|a Base course (Pavements).
|2 trt
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| 650 |
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7 |
|a Mix design.
|2 trt
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| 650 |
|
7 |
|a Tensile strength.
|2 trt
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| 700 |
1 |
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|a Taylor, Ross
|c (Transportation researcher),
|e author.
|
| 700 |
1 |
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|a Kim, Jinho
|c (Expert on pavements),
|e author.
|
| 710 |
1 |
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|a Texas.
|b Department of Transportation.
|b Research and Technology Implementation Office,
|e sponsoring body.
|
| 710 |
1 |
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|a United States.
|b Federal Highway Administration,
|e sponsoring body.
|
| 830 |
|
0 |
|a Research report (Austin, Tex.) ;
|v no. 0-7027-P4
|
| 856 |
4 |
0 |
|u https://tti.tamu.edu/documents/0-7027-P4.pdf
|z Connect to the full text of this report
|t 0
|
| 856 |
4 |
2 |
|u https://tti.tamu.edu/documents/0-7027-PSR.pdf
|z Connect to the project summary report
|t 0
|
| 994 |
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|a Z0
|b TXA
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| 948 |
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|h HELD BY TXA - 0 OTHER HOLDINGS
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| 999 |
f |
f |
|s 11da7e14-d40b-4fda-84ee-4d2d4f67ba61
|i 3ce93072-01a6-49e8-8edf-31947b9d80b1
|t 0
|
| 952 |
f |
f |
|a Texas A&M University
|b College Station
|c Electronic Resources
|d Available Online
|t 0
|e HE203 .T43 no. 0-7027-P4
|h Library of Congress classification
|
| 998 |
f |
f |
|a HE203 .T43 no. 0-7027-P4
|t 0
|l Available Online
|