TY - JOUR
T1 - Long-Term Field Aging of Warm-Mix and Hot-Mix Asphalt Binders
AU - Zhang, Weiguang
AU - Shen, Shihui
AU - Wu, Shenghua
AU - Mohammad, Louay N.
N1 - Funding Information:
This study was sponsored by the National Cooperative Highway Research Program 09-49A. The authors acknowledge the NCHRP staff, Ed Harrigan, and panel members for their assistance. Thanks also go to Braun Intertec, Inc., and Bloom Companies, LLC, which conducted the field activities, and to partner universities and highway agencies for their generous help.
Publisher Copyright:
© 2017 National Academy of Sciences.
PY - 2017
Y1 - 2017
N2 - Limited field studies have considered the aging of warm-mix asphalt (WMA) binders, especially from the perspective of long-term aging. This paper quantifies the long-term (10 to 82 months) field aging properties of WMA binders and the control hot-mix asphalt (HMA) binders and identifies the key factors associated with long-term field aging of asphalt. Asphalt binders from 23 field projects consisting of 65 HMA and WMA pavements were recovered, and high-temperature performance grade (PG) was tested. The effects of climate, month of aging, WMA technologies, and original binder high-temperature PG on field asphalt aging were analyzed. A prediction model that included multiple parameters was developed and validated. Results indicated that Evotherm WMA binder had a lower high-temperature PG than HMA binder shortly after construction, but this difference reduced with time. No statistical difference of field aging between HMA and WMA binders was observed. The climate effect on asphalt field aging was apparent within dry areas or freeze areas, whereas the aging difference between dry and freeze areas was inconclusive and requires further research. Other conclusions were that (a) the field asphalt aging affects more of top-down longitudinal wheelpath crack than transverse crack, (b) foaming WMA binder ages slowest of all binders considered, (c) PG 64-XX and PG 70-XX binders aged more than PG 58-XX and PG 76-XX binders, and (d) the prediction model had good agreement with test results and was well validated. The identified factors that affected field asphalt aging were overlay thickness, in-place air voids, effective binder content, complex shear modulus, and solar radiation.
AB - Limited field studies have considered the aging of warm-mix asphalt (WMA) binders, especially from the perspective of long-term aging. This paper quantifies the long-term (10 to 82 months) field aging properties of WMA binders and the control hot-mix asphalt (HMA) binders and identifies the key factors associated with long-term field aging of asphalt. Asphalt binders from 23 field projects consisting of 65 HMA and WMA pavements were recovered, and high-temperature performance grade (PG) was tested. The effects of climate, month of aging, WMA technologies, and original binder high-temperature PG on field asphalt aging were analyzed. A prediction model that included multiple parameters was developed and validated. Results indicated that Evotherm WMA binder had a lower high-temperature PG than HMA binder shortly after construction, but this difference reduced with time. No statistical difference of field aging between HMA and WMA binders was observed. The climate effect on asphalt field aging was apparent within dry areas or freeze areas, whereas the aging difference between dry and freeze areas was inconclusive and requires further research. Other conclusions were that (a) the field asphalt aging affects more of top-down longitudinal wheelpath crack than transverse crack, (b) foaming WMA binder ages slowest of all binders considered, (c) PG 64-XX and PG 70-XX binders aged more than PG 58-XX and PG 76-XX binders, and (d) the prediction model had good agreement with test results and was well validated. The identified factors that affected field asphalt aging were overlay thickness, in-place air voids, effective binder content, complex shear modulus, and solar radiation.
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U2 - 10.3141/2632-15
DO - 10.3141/2632-15
M3 - Article
AN - SCOPUS:85043474584
SN - 0361-1981
VL - 2632
SP - 140
EP - 149
JO - Transportation Research Record
JF - Transportation Research Record
IS - 1
ER -