摘要: |
Alkali Silica Reaction (ASR) is a global concrete durability problem with a complexity that continues to plague
Wyoming. Although a simple, expeditious way to identify reactive aggregate, cement, and an
appropriate mitigation measure does not exist; recent research shows promise of a week-long
test to evaluate combinations of coarse and fine aggregates. This proposed test has the
potential to replace the year-long concrete prism test. ASR is a significant problem in Cheyenne and other towns because of the
presence of reactive aggregates. Although an effective mitigation technique exists in the form
of adding effective fly ashes to concrete mix designs, not all fly ashes mitigate ASR in an equal
manner. Wyoming Department of Transportation's (WYDOT�s) only means of evaluating fly ash as a mitigating agent is utilizing ASTM C1567
along with the history of the fly ash and the aggregates. The autoclave test would be extended
to consider results of fly ashes combined with local aggregates. The overall goal is to provide a
single test that can combine aggregates, cement, and mitigating measures within a one week
time frame. Currently WYDOT ships fly ash from Texas to use as a mitigating. Finding locally
available sources will improve sustainability and use a waste product.
If suitable fly ash is not available, WYDOT specifies that contractors add lithium nitrate to
concrete design mixtures. The cost of this mitigation can be significant. The primary goal of this
project is cost savings by producing durable concrete with an extended service life. |