Investigation of Optimized Graded Concrete for Oklahoma

Cook, Daniel; Ghaeezadeh, Ashkan; Ley, Tyler; Oklahoma State University. School of Civil & Environmental Engineering

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Investigation of Optimized Graded Concrete for Oklahoma

2013-07-01
By Cook, Daniel ; Ghaeezadeh, Ashkan ; Ley, Tyler

[PDF-4.31 MB]

English

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Creators:

Cook, Daniel ; Ghaeezadeh, Ashkan ; Ley, Tyler

Cook, Daniel ; Ghaeezadeh, Ashkan ; Ley, Tyler Less -
Corporate Creators:

Oklahoma State University. School of Civil & Environmental Engineering
Corporate Contributors:

United States. Dept. of Transportation. Research and Innovative Technology Administration
Subject/TRT Terms:

[+]

Aggregate Gradation Aggregate Tests Concrete Design Highways I22: Design Of Pavements, Railways And Guideways I32: Concrete I36: Aggregates Materials Mix Design Pavements Research Hub Rheology Shape Slip Form Paving Test Procedures Texture Vibration Tests
Publication/ Report Number:

OTCREOS11.1-39-F
Resource Type:

Tech Report
Geographical Coverage:

Oklahoma ; United States

Oklahoma ; United States Less -
Corporate Publisher:

Oklahoma Transportation Center
Abstract:

This report presents the results of several novel test methods to investigate concrete for slip formed paving. These tests include the Box Test, a novel test to evaluate the response of concrete to vibration, the AIMS2, an automated test for aggregate shape and texture, and the use of a pan mixer to serve as a concrete rheometer. The results show that both the Box Test and AIMS2 tests seem to be useful and provide reliable data. The pan mixer results do not appear to be reliable. The establishment of these test procedures provides a basis for future investigations of materials and mixtures from the state of Oklahoma.
Format:

PDF
Funding:

DTRT06-G-0016
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:75ff204812b98dae27fd7690971209369adb95626cca7414e147dc10619dc9e5
Download URL:

https://rosap.ntl.bts.gov/view/dot/27081/dot_27081_DS1.pdf
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Investigation of Optimized Graded Concrete for Oklahoma

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