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contributor authorShawn J. Rizzutto
contributor authorJ. La Bar
contributor authorP. T. Johannes
contributor authorH. U. Bahia
date accessioned2017-05-08T22:23:51Z
date available2017-05-08T22:23:51Z
date copyrightMarch 2015
date issued2015
identifier other44024015.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79611
description abstractChip seals constructed in areas with a combination of high truck traffic volume and high climatic temperatures are susceptible bleeding in the wheel paths and raveling in nonwheel path areas. These failures arise from inherent differences in traffic loading in the two areas. Addressing this problem calls for the binder application rate for the two regions to be varied and using asphalt binders with a high stiffness at high temperatures to prevent bleeding. No well-established design methods that yield a different binder application rate exists. Although equipment for applying variable binder rates exists, there is limited performance data, and no guidelines for calibrating the equipment in the field exist. This paper presents the findings of field studies in which both uniform and variable application rates were used to construct asphalt-rubber chip seals in California. The results show that using different binder application rates in and out of wheel paths can mitigate bleeding and raveling. The paper also presents a new field calibration test method for both conventional and variable rate distributor spray bars.
publisherAmerican Society of Civil Engineers
titleUse of a Variable Rate Spray Bar to Minimize Wheel Path Bleeding for Asphalt-Rubber Chip Seal Applications
typeJournal Paper
journal volume27
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001035
treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 003
contenttypeFulltext


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