Reducing the Specimen Size of Concrete Flexural Strength Test for Safety and Ease of Handling: [techbrief]

Tanesi, Jussara; Leavitt, James A.; Ardani, Ahmad; SES Group and Associates

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Reducing the Specimen Size of Concrete Flexural Strength Test for Safety and Ease of Handling: [techbrief]

2017-12-01
By Tanesi, Jussara ; Leavitt, James A. ; Ardani, Ahmad

[PDF-521.03 KB]

English

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Creators:

Tanesi, Jussara ; Leavitt, James A. ; Ardani, Ahmad

Tanesi, Jussara ; Leavitt, James A. ; Ardani, Ahmad Less -
Corporate Creators:

SES Group and Associates
Corporate Contributors:

United States. Federal Highway Administration. Office of Research, Development, and Technology ; Turner-Fairbank Highway Research Center

United States. Federal Highway Administration. Office of Research, Development, and Technology ; Turner-Fairbank Highway Research Center Less -
Subject/TRT Terms:

[+]

Flexural Strength Modulus Of Rupture
Publication/ Report Number:

FHWA-HRT-17-119
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

United States. Federal Highway Administration. Office of Research, Development, and Technology
Abstract:

This TechBrief provides an executive summary of a study that was conducted by the Federal Highway Administration’s Concrete Laboratory at Turner-Fairbank Highway Research Center (TFHRC) related to miniaturization of flexural strength test specimen size. The study was conducted in two separate phases; the first examined the feasibility of miniaturizing modulus of rupture (MR) specimen size, with the main goal of making the test safer and easier to conduct simply through reduction in geometry and associated mass. The second phase of the study commenced as a collaborative effort with ASTM and 22 laboratories in conducting a comprehensive interlaboratory study to determine the test precision.
Format:

PDF
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:6732d6bce821e3a6349d64be077608ed77546443232c28cad52bb58b6d3e6096
Download URL:

https://rosap.ntl.bts.gov/view/dot/37698/dot_37698_DS1.pdf
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Reducing the Specimen Size of Concrete Flexural Strength Test for Safety and Ease of Handling: [techbrief]

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