MARC

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035 |a (OCoLC)on1427599294 
040 |a TXA  |b eng  |e rda  |e pn  |c TXA 
035 |a (OCoLC)1427599294 
090 |a HE203  |b .T43 no. 0-7027-P4 
100 1 |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. 
246 1 |i Project title:  |a Accelerating mix designs for base materials 
264 1 |a College Station, Texas :  |b Texas A&M Transportation Institute,  |c March 2024. 
300 |a 1 online resource (v, 6 pages) 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
347 |b PDF 
490 1 |a Product ;  |v 0-702-P4 
536 |a Sponsored by the Texas Department of Transportation and the Federal Highway Administration  |f 0-7027. 
520 3 |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. 
506 0 |a Open access  |f Unrestricted online access  |2 star 
588 0 |a Online resource; title from PDF image of title page (TTI, viewed on March 22, 2024). 
650 0 |a Pavements, Concrete  |x Design and construction. 
650 0 |a Pavements  |x Subgrades  |x Testing. 
650 0 |a Pavements, Concrete  |x Testing. 
650 0 |a Strength of materials  |x Testing. 
650 7 |a Base course (Pavements).  |2 trt 
650 7 |a Mix design.  |2 trt 
650 7 |a Tensile strength.  |2 trt 
700 1 |a Taylor, Ross  |c (Transportation researcher),  |e author. 
700 1 |a Kim, Jinho  |c (Expert on pavements),  |e author. 
710 1 |a Texas.  |b Department of Transportation.  |b Research and Technology Implementation Office,  |e sponsoring body. 
710 1 |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 |a Z0  |b TXA 
948 |h HELD BY TXA - 0 OTHER HOLDINGS 
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