Abstract

Ultra-thin bonded bituminous surface (UBBS) is a surface treatment that consists of a thin, gap-graded hot-mix asphalt (HMA) layer applied over a thick polymer-modified emulsion membrane. The aggregates and asphalt used in UBBS are of very high quality. The objective of this study is to evaluate whether reclaimed asphalt pavement (RAP) materials from existing UBBS layers can be used in chip seal and Superpave mixtures. UBBS RAP were studied with two different polymer-modified emulsions to assess their performance as precoated aggregates in chip seal using ASTM D7000-04 sweep test. Three different Superpave mix designs were developed for both 12.5-mm and 9.5-mm nominal maximum aggregate sizes (NMAS) using three different percentages (0 %, 10 %, and 20 %) of UBBS RAP materials. The designed Superpave mixes were then tested using the Hamburg wheel tracking device (HWTD) and the modified Lottman tests. Sweep test results showed that UBBS millings did not improve chip retention. Superpave mix design data indicated volumetric properties of Superpave mixes with UBBS millings met all requirements. HWTD and modified Lottman test results indicated all designed mixes performed better with the addition of UBBS RAP materials.

References

1.
Estakhri
,
C.K.
and
Button
,
J.W.
, “
Evaluation of Ultra-Thin Friction Course
,”
Transp. Res. Rec.
, Vol.
1454
,
1994
, pp.
9
18
.
2.
Kandhal
,
P.S.
and
Lockett
,
L.
, “
Construction and Performance of Ultra-Thin Asphalt Friction Course
,” NCAT Report No.97-5,
Auburn University
, Auburn, AL,
1997
.
3.
Estakhri
,
C.K.
and
Button
,
J.W.
, “
Performance Evalutaion of Novachip: Ultra-Thin Friction Course
,”Report No.FHWA/TX-96/553-2F,
Texas Transportation Institute, The Texas A&M Univ. System
, College Station, TX,
1995
.
4.
Hanson
,
D.I.
, “
Construction and Performance of Ultra-Thin Bonded Hot-Mix Asphalt Wearing Course
,”
J. Transp. Res. Board
, Vol.
1749
,
2001
, pp.
33
39
. https://doi.org/10.3141/1749-08
5.
ASTM D7000-04:
Standard Test Method for Sweep Test of Bituminous Surface Treatment Samples
,
Annual Book of ASTM Standards
,
ASTM International
,
West Conshohocken, PA
,
2004
.
6.
AASHTO T283-03:
Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage
,
American Association of State Highway and Transportation Officials
,
Washington D.C.
,
2011
.
7.
Brown
,
E.
,
Kandhal
,
P.S.
,
Roberts
,
F.L.
,
Kim
,
Y.R.
,
Lee
,
D.
, and
Kennedy
,
T.W.
,
Hot Mix Asphalt Materials, Mixture Design, and Construction
, 3rd ed.,
NAPA Research and Education Foundation
,
Lanham, MD
,
2009
.
8.
Hossain
,
M.
,
Maag
,
R.G.
, and
Fager
,
G.
, “
Handbook of Superpave Volumetric Asphalt Mixture Design and Analysis
,”
Superpave Certification Training Manual
,
KS State University
,
Manhattan, KS
,
2010
.
9.
Islam
,
S.
,
Rahman
,
F.
,
Musty
,
H.
, and
Hossain
,
M.
, “
Aggregate Retention in Chip Seal
,” Transportation Research Record No.2267,
Transportation Research Board
, Washington, D.C.,
2012
, pp.
54
67
.
10.
Musty
,
H.
,
2012
, “
Evaluation of the Use of Reclaimed Asphalt Pavement Materials from Ultra-Thin Bonded Bituminous Surface
,” M.S. thesis,
Kansas State University
, Manhattan, KS.
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