dr. jo sias daniel , unh northeast pavement …...dr. jo sias daniel , unh northeast pavement...
TRANSCRIPT
![Page 1: Dr. Jo Sias Daniel , UNH Northeast Pavement …...Dr. Jo Sias Daniel , UNH Northeast Pavement Preservation Partnership November 8, 2010 To determine what effect the increase of RAP/Millings](https://reader030.vdocuments.mx/reader030/viewer/2022041021/5ed2176e34ed900c2d547254/html5/thumbnails/1.jpg)
Dr. Jo Sias Daniel , UNH
Northeast Pavement Preservation Partnership November 8, 2010
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To determine what effect the increase of RAP/Millings in HMA has on the PG Binder
Motivating Factors ◦ Private customer mixes were using greater RAP
percentages
◦ DOT’s are requiring the bumping of grades
◦ Increasing cost of binders
◦ Customers are looking for ways to reduce cost without jeopardizing quality
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Choose a mix that was frequently produced (12.5 mm)
Set cold feeds to produce Virgin mix and appropriate PGB content
Produce mix and record temperatures and sample ◦ 28 samples obtained for processing
Increase RAP to 15% while maintaining temperature and PGB content
Repeat this process for as many different percentages as required (20 %, 25%)
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Pike Industries, Inc. ◦ Hooksett, NH ◦ Waterford, VT ◦ Poland, ME
Brox Industries ◦ Rochester, NH ◦ Hooksett, NH
Continental Paving Co. ◦ Londonderry, NH ◦ Litchfield, NH
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Samples were allowed to cool, boxed and transported to the Pike’s Belmont Central Lab* where the samples were processed according to AASHTO’s relevant procedures and according to relevant DOT methodology
NHDOT tested companion samples for most mixtures
* AMRL Accredited Laboratory
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Producer Plant Virgin ac
grade % ac in mix
RAP
percentages
RAP ac
grade
% ac in
RAP
Brox
Rochester,
NH PG 64-28 5.8 0, 15, 20, 25 PG 94-10 3.5
Hooksett, NH PG 70-22 6.0 0, 15, 20, 25 PG 88-10 3.9
CPI
Londonderry,
NH PG 64-28 6.0 0, 15, 20 PG 82-10 5.2
Litchfield, NH PG 64-28 6.1 15, 20 PG 88-10 4.6
Pike
Hooksett, NH PG 64-28 5.1, 5.3, 5.4,
5.3 0, 15, 20, 25 PG 88-10 4.3
Poland, ME* PG 64-28 6.3, 5.8, 5.9,
6.0 0, 15, 20, 25 PG 76-22 5.0
Hooksett,
NH Mix 2 PG 58-28
5.1, 5.3, 5.4,
5.3 0, 15, 20, 25 PG 82-16 4.3
Waterford, VT PG 58-34 4.8, 5.2, 5.8 0, 15, 25 unknown unknown
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Properties of virgin binder from tank
Properties of extracted binder from virgin mix
Compare: ◦ High PG grade
◦ Low PG grade/failure temperatures
◦ Critical cracking temp
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52
58
64
70
76
82
88
Hig
h P
G G
rade
Producer - Plant
Liquid DOT Liquid Pike Virgin Mix DOT Virgin Mix Pike
Increase of at least one grade after mixing
G*/sind=0.93 kPa
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-34
-28
-22
-16
-10
Low
PG
Gra
de
Producer - Plant
Liquid DOT Liquid Pike Virgin Mix DOT Virgin Mix Pike
• Not much change
m @ -18=0.299 m @ -18=0.294
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-40
-34
-28
-22
-16
-10
Low
End F
ailure
Tem
p
Producer - Plant
Liquid DOT Liquid Pike Virgin Mix DOT Virgin Mix Pike
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-34
-28
-22
-16
-10
CPI- Lond Brox- Roch Brox- Hook Pike- Hook Pike- PolC
rit
Cra
ck T
em
p
Producer - Plant
Liquid DOT Virgin Mix DOT
• Not much change
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Properties of extracted binder from virgin mix
Properties of extracted binder from RAP mixes
Compare: ◦ High PG grade
◦ Low PG grade/failure temperatures
◦ Critical cracking temp
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58
64
70
76
82
88
CPI-Lond CPI-Litch Brox-Roch Brox-Hook
Hig
h P
G G
rade
Producer-Plant
0% DOT 0% Pike 15% DOT 15% Pike
20% DOT 20% Pike 25% DOT 25% Pike
• One PG bump, mostly >20%
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-34
-28
-22
-16
-10
CPI-Lond CPI-Litch Brox-Roch Brox-HookLow
PG
Gra
de
Producer-Plant
0% DOT 0% Pike 15% DOT 15% Pike
20% DOT 20% Pike 25% DOT 25% Pike
• One PG bump in some cases
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-34
-28
-22
-16
-10
CPI-Lond CPI-Litch Brox-Roch Brox-HookC
riti
cal C
rackin
g T
em
p
Producer-Plant
0% DOT 15% DOT 20% DOT 25% DOT
• Trends?
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Normalizes with respect to ◦ Asphalt content in RAP
◦ Asphalt content in mix
% %%
%
acin RAP RAPinmixbinder replacement
acinmix
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-12
-10
-8
-6
-4
-2
0
2
5 10 15 20 25
Vir
gin
H
igh T
em
p -
RA
P H
igh T
em
p
Percent Binder Replacement
15% RAP
20% RAP
25% RAP
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-5
-4
-3
-2
-1
0
1
2
3
5 10 15 20 25
Vir
gin
Low
Tem
p -
RA
P L
ow
Tem
p
Percent Binder Replacement
15% RAP Pike
20% RAP Pike
25% RAP Pike
15% RAP DOT
20% RAP DOT
25% RAP DOT
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-4
-3
-2
-1
0
1
2
3
5 10 15 20 25
Vir
gin
CC
T-R
AP C
CT
Percent Binder Replacement
15% RAP
20% RAP
25% RAP
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The high PG grade up to one grade increase
The low PG grade stays same or only one grade increase
Failure temps/Tcr only change a few degrees
Change in high/low failure temp has decreasing trend with % binder replacement
This data shows increasing trend of Tcr with % binder replacement
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NEAUPG RAP Task Force developed scope of work for expanded mixture & binder testing study on plant produced mixtures ~$750,000
Scope of work to include 60 mixtures
Pooled Fund Study initiated
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NHDOT lead agency
States: MD, NH, NJ, NY, PA, and VA ($90k each over 3 years)
FHWA at $150k
Full funding for Phase I
Phase II not completely funded – need at least one more state for full 60 mixtures
Research Team: UNH, Rutgers, UMass Dartmouth, NC State
Pike doing extraction & recovery for Phase I
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Producers have volunteered to produce mixtures at different RAP contents
Mixtures sampled and taken to lab for testing
SGC specimens compacted at time of production
Data collected on plant operations, raw material info, placement location & conditions (field cores if possible)
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Recovered Binder ◦ PG grade
◦ CCT
◦ ABCD
Mixture ◦ Dynamic Modulus
◦ Hamburg & TSR
◦ Low Temperature Creep & Strength
◦ Fatigue (S-VECD protocol)
Additional testing
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18 Mixtures
Focus on evaluating effect of binder grade and plant type
25
Plant NMAS
(mm)
PG
Grade
RAP Content (%)
0 20 30 40
Callanan
NY
(drum)
12.5
64-22 x x x x
58-28 x x
Pike VT
(batch) 12.5
58-28 x x x x
52-34 x x x x
Pike NH
(drum) 9.5 64-28 x x x x
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Callanan mixtures have been produced and delivered to research group
Testing starting on these mixtures
Pike NH mixtures have been produced
Pike VT mixtures will be produced in next few weeks
Phase I testing completed over winter/spring
Plan for Phase II developed in early 2011
Phase II mix production & testing 2011-2013
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Associate Researchers ◦ Jeff Pochily, Pike Ind. Inc
◦ Dave Duncan, Pike Ind. Inc
◦ Dennis Boisvert, NHDOT
Lead Binder Technicians ◦ Peter Moore, Pike Ind. Inc
◦ Alan Lugg & Melissa Sytek, NHDOT
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Questions?
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