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Asphalt Mixtures CELL NO BINDER GRADE ABR % RAS 16 64S-22 30-40 Yes 17 20-30 Yes 18 15-25 No 19 20 52S-34 25-35 No 21 58H-34 15-25 No 221 23 64E-342 10-20 No All mixes are 12.5 mm NMAS All mixes are Ndes= 80 and target air voids = 4.0% except cell 19
Moreover, Warm-Mix Asphalt (WMA) technologies and/or reclaimed asphalt pavement (RAP) have also been repeatedly used to significantly improve HWTT test results by reducing the tendency of asphalt
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Kefid1-5093 A washer which is usually round with a centrally located hole. Its edges and two bearing surfaces are so designed that applied pressure brings into play the spring tension and/or frictional locking principle which materially resists any tendency
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Chen, Yin, Turner, West, and Tran 2 1 ABSTRACT 2 The objective of this study was to select a laboratory loose mix aging protocol for the NCAT 3 top-down cracking (TDC) experiment. Literature review was first conducted to determine a 4 critical field aging condition for evaluating TDC.
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Division of Westran Corporation 1148 W Western Avenue 51-100 employees James R Seyferth, President, Treasurer Thomas H Seyferth, Executive Vice President, Secretary Hyle K Claflin, Vice President of Transportation Group C Berry, Vice President of Cast Jr A
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Cracking Group Experiment 2018 Test Track Sections 4 High RAP Rejuvenator 2018 Test Track Sections 5 Cold Central Plant Recycling 2018 Test Track Sections 6 Balanced Mix Design