The Prediction of Coarse Aggregate Performance in Portland Cement Concrete and Open-graded Friction Course by Micro-Deval and Other Aggregate Tests


Book Description

The research findings presented is this thesis are one portion of a four-part report on the prediction of coarse aggregate performance in hot-mixed asphalt, portland cement concrete, base course, and open-graded friction course by micro-Deval and other aggregate tests. This thesis contains discussions of the results and correlations for portland cement concrete and open-graded friction course as well as a several rock type subgroups of hot-mixed asphalt. The research involved 117 different coarse aggregate sources and performance data gathered from 35 transportation agencies. Each source was subjected to thirteen aggregate tests including micro-Deval. The results for each test alone and in combination with other tests were analyzed for correlations with field performance.




The Prediction of Coarse Aggregate Performance by Micro-Deval and Other Soundness, Strength, and Intrinsic Particle Property Tests


Book Description

This research project concentrated on determining whether or not a correlation existed between laboratory aggregate tests and observed aggregate field performance. For this purpose, aggregate samples were collected from the majority of the U.S. states as well as several Canadian provinces and subjected to a variety of strength, soundness, and intrinsic particle property tests. Additionally, performance data on the aggregates was obtained by contacting multiple DOT's where aggregates were in use in several categories - hot-mix asphalt, portland cement concrete, base course, and open-graded friction course. Numerical and qualitative analyses were performed to evaluate the success of separating good performers from fair and poor performers using the micro-Deval test alone as well as the micro-Deval test combined with another test. Furthermore, attempts were made to determine if a correlation exists between any two tests.




Predicting Coarse Aggregate Performance Using the Micro-Deval Test with Strength and Intrinsic Particle Property Tests


Book Description

Numerous tests exist in the field of aggregate qualification which have little to no relation to field performance. Many aggregate sources have been restricted in their use due to non-conforming results from a test that has little relation to field performance. Many aggregates have also been used in projects because of acceptable test results but have resulted in premature and costly repairs. The aggregate industry needs a test that better correlates test results to field performance. Micro-Deval has shown potential as a good indicator for field performance. The micro-Deval wet abrasion test for coarse aggregate is studied to determine the ability of the test to predict field performance for various uses and mineralogical backgrounds when used in combination with other aggregate tests. Forty-two aggregates were obtained from across the United States and Canada with varying field performance ratings, uses, and mineralogy. General correlations are developed between the micro-Deval test and other laboratory tests as well as determining the ability of the micro-Deval test to predict field performance when used in combination with other laboratory tests




Aggregate Tests for Portland Cement Concrete Pavements


Book Description

"This digest summarizes the findings from NCHRP Project 4-20C, 'Aggregate Tests Related to Performance of Portland cement concrete Pavements: State of the Knowledge.' It was prepared by Dr. Amir N. Hanna ... from the contractor's final report authored by Dr. Kevin J. Folliard and Mr. Kurt D. Smith ..."--Page 1



















Revamping Aggregate Property Requirements for Portland Cement Concrete


Book Description

Current Texas Department of Transportation (TxDOT) procedures for evaluating coarse aggregate for portland cement concrete (PCC) have been in place for over 39 years. Item 421 in the TxDOT "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" describes the tests and test limits that must be met by aggregates before they can be approved for use in portland cement concrete applications. The intention of Item 421 is to ensure that only strong, durable aggregates are used in concrete so that the life of concrete is not cut short by common distress mechanisms which ultimately lead to costly repairs and replacements. The two main tests currently used by TxDOT to evaluate aggregates are the magnesium sulfate soundness test and the Los Angeles abrasion and impact test. These tests are meant to characterize the overall soundness and resistance to abrasion and impact of an aggregate respectively. Unfortunately, past research has shown that the magnesium sulfate soundness and test and the Los Angeles abrasion and impact test are not able to successfully predict the field performance of an aggregate in concrete. The requirements of item 421 have thus far done a reasonably good job of ensuring long-lasting concrete; however the current tests and test limits may be unnecessarily precluding the use of some local materials. As high quality aggregate sources are depleted and transportation costs increase, it will become more necessary to distinguish good performers from marginal and poor performers in the future. If aggregate tests can be found that demonstrate better correlations with field performance, it may be possible to use more local aggregate sources and still provide the desired level of reliability for pavements, bridges, and other TxDOT concrete applications. Researchers are in the processing of collecting coarse and fine aggregates commonly used in Texas and testing these aggregates on a variety of alternative tests. Researchers will attempt to relate this test data to concrete behavior and ultimately recommend tests for improved TxDOT aggregate specifications.