hma longitudinal joint construction evaluation...vans do not always see the centerline joint due to...
TRANSCRIPT
HMA Longitudinal Joint
Construction Evaluation
Research Seminar Eddie Johnson & John Garrity
December 15, 2015
The Weak Link
Longitudinal Joints
About 4% (280 miles) of all the bituminous roads rated in
2015 have Medium and/or High Severity Longitudinal Joint
Distress.
The problem is worse than this because the current pavement
vans do not always see the centerline joint due to driver
wander.
About 9% (606 miles) of bituminous roads rated in 2010 had
either Medium and/or High Severity Longitudinal Joint
distress when the vans field of view was wider.
Medium and High Severity
Longitudinal Joint Distress
High Severity Longitudinal Joint Distress
High Severity Longitudinal Joint Distress
Current Initiative
Longitudinal Joint Improvement
– Industry tasked with providing a potential
improvement to joint construction method.
Industry responded with “Maryland”
method of joint construction.
Maryland Joint Construction Method
Longitudinal joints constructed adjacent to the existing HMA pavements overlap the existing pavement by 1” to 1.5” and be about ¼” higher.
HOT COLD
Excess Material 1 to 1.5 Inches
Overlap
First Roller Pass
Roller
First Pass
Hot Cold
Approx. 6” Overlap
Roller
First Pass
Hot Cold
6 to 12 Inches
Creates a Confined
Edge & Raised Area Second Pass
Second Pass
Roller
First Pass
Hot Cold
First Roller Pass
1” to
1.5” Inches
Remaining
Uncompacted +
TH 100 Joint Overlap
Crushed Aggregate of Overlap
Coring & Permeability Testing
Permeability: Midlane versus
Treated Maryland Joints (2014)
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0 100 200 300 400
Pe
rce
nt
of
Dat
a
Coefficient of Field Permeability, 10-5 cm/s
Joint with Adhesive
Joint with Tack
Midlane
Took very little data for Adhesive and Tack
Permeability: Top Lift Locations
(2014)
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0 200 400 600 800
Pe
rce
nt
of
Dat
a
Coefficient of Field Permeability, 10-5 cm/s
Joint
Tangent
Midlane
Standard Joint
Permeability: Top Lift Locations
(2015)
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0 200 400 600 800 1000
Pe
rce
nt
of
Dat
a
Coefficient of Permeability, 10-5 cm/s
Standard Joint andTangents
Confined
Joint
Midlane
Unconfined
Density: 2015 Projects
0
0.02
0.04
0.06
0.08
0.1
0.12
80 85 90 95 100
No
rmal
Pro
bab
lity
Dis
trib
uti
on
% Maximum Core Density
2015 Data; m=90.4 s=3.5
Density: 2015 Projects
0
0.02
0.04
0.06
0.08
0.1
0.12
0.14
0.16
80 85 90 95 100
No
rmal
Pro
bab
lity
Dis
trib
uti
on
% Maximum Core Density
Level 3; m=91.6 s=3.8 Level 4; m=89.0 s=2.7
Density: 2015 Projects
0
0.02
0.04
0.06
0.08
0.1
0.12
0.14
0.16
80 85 90 95 100
No
rmal
Pro
bab
lity
Dis
trib
uti
on
% Maximum Core Density
Standard; m=89.5 s=4.1 Maryland; m=91.4 s=2.9
Density: 2015 Projects
0
0.02
0.04
0.06
0.08
0.1
0.12
80 85 90 95 100
No
rmal
Pro
bab
lity
Dis
trib
uti
on
% Maximum Core Density
Mat Confined Joint Unconfined
Density: 2015 Projects
0
0.02
0.04
0.06
0.08
0.1
0.12
80 85 90 95 100
No
rmal
Pro
bab
lity
Dis
trib
uti
on
% Maximum Core Density
Mat: Maryland Mat: Standard
Density: 2015 Projects
0
0.02
0.04
0.06
0.08
0.1
0.12
80 85 90 95 100
No
rmal
Pro
bab
lity
Dis
trib
uti
on
% Maximum Core Density
Confined: Maryland Confined: Standard
Density: 2015 Projects
0
0.02
0.04
0.06
0.08
0.1
0.12
80 85 90 95 100
No
rmal
Pro
bab
lity
Dis
trib
uti
on
% Maximum Core Density
Joint Center: Maryland Joint Center: Standard
Density: 2015 Projects
0
0.02
0.04
0.06
0.08
0.1
0.12
80 85 90 95 100
No
rmal
Pro
bab
lity
Dis
trib
uti
on
% Maximum Core Density
Unconfined: Maryland Unconfined: Standard
Density Averages: 2015 Projects
848586878889909192939495969798
Standard Maryland
% M
axim
um
Co
re D
en
sity
Construction Type
Mat
Unconfined
Joint Center
Confined
Core Density of Maryland Joint
(2014)
84
86
88
90
92
94
96
98
1 2 3 4 5 6
% G
mm
Core Set, Top Lift of Wear Mix
Midlane
Tangent
Joint
Summary
Maryland Joint Method:
– Appears to be less permeable than standard
practice.
– Indicates better longitudinal joint density
Expectations – Better Performance
Designing for Improved LJ’s
Specifying 9.5mm (-1/2”) mix on final surface.
Utilizing echelon paving when practical.
Including longitudinal joint density
requirement.
Mill and fill one lane at a time so both joints
are confined.
Density is Driven By…..
Good Mix Design
Adequate Density
Proper Lift Thickness
Longitudinal Joint Enhancements
Joint Adhesives
Fogging of longitudinal joint after
construction.
Current Specification Considerations
Modify Level 4 and Level 5 mixes to 60
gyrations.
– Would require contractor to add 0.1-0.2 more
asphalt binder in mixture. And, should improve
ability to densify those mixes.
» Concern…..potential for rutting??
Thank You