Autogenous accelerated curing of concrete cylinders. Part III, Temperature relationships.

Cook, Larry M; Virginia Highway Research Council; Virginia. Dept. of Highways; United States. Federal Highway Administration; American Society for Testing and Materials. Committee C-9 on Concrete and Concrete Aggregates

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Autogenous accelerated curing of concrete cylinders. Part III, Temperature relationships.

1971-01-01
By Cook, Larry M

[PDF-4.26 MB]

English

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Creators:

Cook, Larry M
Corporate Creators:

Virginia Highway Research Council ; Virginia. Dept. of Highways ; United States. Federal Highway Administration ; American Society for Testing and Materials. Committee C-9 on Concrete and Concrete Aggregates

Virginia Highway Research Council ; Virginia. Dept. of Highways ; United States. Federal Highway Administration ; American Society for Testing and Materials. Committee C-9 on Concrete and Concrete Aggregates Less -
Subject/TRT Terms:

[+]

Concrete--Curing Concrete Curing Concrete Roads Cylinders--Testing Pavements, Concrete--Design And Construction Temperature
Publication/ Report Number:

VHRC 70-R27
Resource Type:

Tech Report
Geographical Coverage:

Virginia
Edition:

Final report.
Corporate Publisher:

Virginia Transportation Research Council (VTRC)
Abstract:

Forty-eight different concrete mixes were designed to investigate the influence of cement types (II, III, and V), cement contents (450, 550, and 650 lb. per cu. yd.), water cement ratios (0.4, 0.5, and 0.6), admixtures (accelerator, retarder, and air entraining agent), and initial mixture temperatures (50°F, 70°F, and 90°F) on the temperature development of autogenous accelerated cured concrete cylinders. A total of 940 concrete cylinders were made incorporating autogenously cured cylinders, 28 day, 91 day, and 1 year moist cured cylinders, and autogenously cured cylinders instrumented for temperature and moisture measurements. The project involved routine testing for slump, unit weight, air content, time of set, and compressive strengths. Additional measurements of temperature development and moisture movement were made. This report describes the influence of concrete mixture variables and initial mixture temperatures on the temperatures developed during autogenous accelerated curing and the relationships among the temperature parameters resulting from the measurements. The report lists eleven observations and conclusions.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:f27ce39ebf30ed7d46e2944efa7d05455f008d6e8b1a8f000c17b4c10cd05bb1
Download URL:

https://rosap.ntl.bts.gov/view/dot/19317/dot_19317_DS1.pdf
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Autogenous accelerated curing of concrete cylinders. Part III, Temperature relationships.

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