Accelerated concrete strength study
(eBook)
Uniform Title
Author
Published
Denver, Colorado : Colorado Division of Highways, Staff Materials Division, 1974.
Physical Desc
1 online resource (iii, 62 pages) : illustrations
Status
Description
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Subjects
LC Subjects
More Details
Format
eBook
Language
English
Notes
General Note
"August 1974."
General Note
"Prepared for the Federal Highway Administration; Research and Development."
Type of Report an Period Covered
Final report
Description
"The results of the testing of concrete cylinders using three methods of accelerated curing i.e. boiling, constant temperature, and autogenous, indicate that all three methods can be used to predict the 28 day strength of concrete cylinders."--Abstract
Funding Information
Report no.,CDOH-P&R-R&SS-SM-CU-73-4.
Citations
APA Citation, 7th Edition (style guide)
McPherson, T. B. (1974). Accelerated concrete strength study . Colorado Division of Highways, Staff Materials Division.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)McPherson, Thomas B. 1974. Accelerated Concrete Strength Study. Colorado Division of Highways, Staff Materials Division.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)McPherson, Thomas B. Accelerated Concrete Strength Study Colorado Division of Highways, Staff Materials Division, 1974.
MLA Citation, 9th Edition (style guide)McPherson, Thomas B. Accelerated Concrete Strength Study Colorado Division of Highways, Staff Materials Division, 1974.
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
0b26bf22-ada4-1fa9-81dc-341405f37ff0-eng
Grouping Information
Grouped Work ID | 0b26bf22-ada4-1fa9-81dc-341405f37ff0-eng |
---|---|
Full title | accelerated concrete strength study |
Author | mcpherson thomas b |
Grouping Category | book |
Last Update | 2022-10-13 13:23:33PM |
Last Indexed | 2024-04-26 23:23:40PM |
Book Cover Information
Image Source | default |
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First Loaded | Oct 13, 2022 |
Last Used | Mar 25, 2024 |
Marc Record
First Detected | Oct 13, 2022 01:23:49 PM |
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Last File Modification Time | Oct 13, 2022 01:23:49 PM |
MARC Record
LEADER | 02090cam a2200469 i 4500 | ||
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001 | on1346096651 | ||
003 | OCoLC | ||
005 | 20220927093714.0 | ||
006 | m o d s | ||
007 | cr ||||||||||| | ||
008 | 220927s1974 coua o s000 0 eng d | ||
035 | |a (OCoLC)1346096651 | ||
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086 | |a HI3/100.14/73-4/INTERNET | ||
086 | |a HI3/100.14/73-4/INTERNET|2 codocs | ||
100 | 1 | |a McPherson, Thomas B. | |
240 | 1 | 0 | |a Accelerated concrete strength study (Online) |
245 | 1 | 0 | |a Accelerated concrete strength study|h [electronic resource] /|c Thomas B. McPherson. |
264 | 1 | |a Denver, Colorado :|b Colorado Division of Highways, Staff Materials Division,|c 1974. | |
300 | |a 1 online resource (iii, 62 pages) :|b illustrations | ||
336 | |a text|b txt|2 rdacontent | ||
336 | |a still image|b sti|2 rdacontent | ||
337 | |a computer|b c|2 rdamedia | ||
338 | |a online resource|b cr|2 rdacarrier | ||
500 | |a "August 1974." | ||
500 | |a "Prepared for the Federal Highway Administration; Research and Development." | ||
513 | |a Final report | ||
520 | |a "The results of the testing of concrete cylinders using three methods of accelerated curing i.e. boiling, constant temperature, and autogenous, indicate that all three methods can be used to predict the 28 day strength of concrete cylinders."--Abstract | ||
536 | |a Report no.|f CDOH-P&R-R&SS-SM-CU-73-4. | ||
588 | 0 | |a Print version record. | |
650 | 0 | |a Concrete|x Curing. | |
710 | 1 | |a Colorado.|b Staff Materials Branch. | |
710 | 1 | |a United States.|b Federal Highway Administration. | |
776 | 0 | 8 | |i Print version:|a McPherson, Thomas B.|t Accelerated concrete strength study|w (OCoLC)1212269 |
856 | 4 | 0 | |u http://hdl.handle.net/11629/co:36663_hi310014734internet.pdf|z Access online |
907 | |a .b11231889|b 10-07-22|c 09-27-22 | ||
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