Cook, D., Ghaeezadeh, A., & Ley, T. (2013). Investigation of Optimized Graded Concrete for Oklahoma (Report No. OTCREOS11.1-39-F). Oklahoma Transportation Center. https://rosap.ntl.bts.gov/view/dot/27081
Cook, Daniel, Ashkan Ghaeezadeh, and Tyler Ley. Investigation of Optimized Graded Concrete for Oklahoma. Report no. OTCREOS11.1-39-F. Oklahoma Transportation Center, 2013. https://rosap.ntl.bts.gov/view/dot/27081.
Cook, Daniel, et al. Investigation of Optimized Graded Concrete for Oklahoma. Oklahoma Transportation Center, 2013, Report no. OTCREOS11.1-39-F, ROSA P. https://rosap.ntl.bts.gov/view/dot/27081.
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.
Optimizing aggregate usage has been a subject widely discussed through the history of concrete. Since aggregates make up over 70% of the volume in a c
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Cook, D., Ghaeezadeh, A., & Ley, T. (2013). Investigation of Optimized Graded Concrete for Oklahoma (Report No. OTCREOS11.1-39-F). Oklahoma Transportation Center. https://rosap.ntl.bts.gov/view/dot/27081
Cook, Daniel, Ashkan Ghaeezadeh, and Tyler Ley. Investigation of Optimized Graded Concrete for Oklahoma. Report no. OTCREOS11.1-39-F. Oklahoma Transportation Center, 2013. https://rosap.ntl.bts.gov/view/dot/27081.
Cook, Daniel, et al. Investigation of Optimized Graded Concrete for Oklahoma. Oklahoma Transportation Center, 2013, Report no. OTCREOS11.1-39-F, ROSA P. https://rosap.ntl.bts.gov/view/dot/27081.
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