MnROAD Lessons Learned and Future Initiativess/Worel.pdf · Each test cell approximately 150 m (500...
Transcript of MnROAD Lessons Learned and Future Initiativess/Worel.pdf · Each test cell approximately 150 m (500...
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MnROAD Lessons Learned
and Future Initiatives
Ben Worel, Tom Burnham, & Tim Clyne, MnDOT
MnROAD Research Conference
October 4, 2011
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Presentation Outline
Introduction to MnROAD
Phase – I
HMA Lessons Learned
PCC Lessons Learned
Other Lessons Learned
Phase - II
Recent & Future Initiatives
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Introduction to MnROAD
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A long-term accelerated pavement testing facility
that gives researchers a unique, real-life
laboratory to study and evaluate the performance
of materials used in roadway construction.
MnROAD Office of Materials and Road Research
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Low Volume Road
Mainline
Interstate 94
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MnROAD Original Construction
History of Test Sections Original Funding ($25M)
Original Construction (‘92-’93)
Open to Traffic (‘94)
Layout and Designs Mainline / Low Volume Road
Asphalt, Concrete, Aggregate Cells
3,5,10 Year Designs
Phase I 1994-2006
Phase II 2007-present
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MnROAD Operations
Traffic Loading
LVR 80K Truck, ML Traffic Switches
Performance Monitoring
Coordination, Collect & Share Data
Instrumentation & Data Management
9000+ Sensors
Oracle Database
Research Support
Facility / Buildings
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Instrumentation
Soil Pressure
HMA and PCC Strains
Deflection
Weigh in Motion
Temperature
Moisture
Frost
Water Quality
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Low Volume Road Traffic MnROAD 5-axle Semi
Inside Lane = 80k truck 5 days/week
Outside Lane = 102k truck (pre-2007);
no traffic since then
Mainline Traffic I-94 WB Public Traffic
28,500 AADT
12.7% Trucks
MnROAD Traffic Loadings
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Pavement Performance Monitoring
FWD testing
Regular and special
testing
Dynamic load testing
Distress surveys
PCC joint faulting
Surface characteristics
HMA rutting
Coring
Forensics
-400
-350
-300
-250
-200
-150
-100
-50
0
50
100
Lo
ng
itu
din
al
Mic
ros
tra
in
Cell 33
Cell 34
Cell 35April 3, 2009
PPA SBSPPA + SBS
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Data Collection Improvements
Sensor Installation Techniques
Roadway Profile Measurements
Rutting and Curl/Warp
GPS Vehicle Tracking System
Dynamic Data Collection
Radar and wireless triggering
Ride Quality Measurements
High speed, lightweight, and
benchmark profilers
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MnROAD Database 17 years of data (some data every 15 minutes)
Over 1 Billion rows
SQL-Relational Database
Contents Test section parameters
Sensor data
Monitoring data
Lab testing results
Current activities Table reorganization
Data validation procedures
MnROAD Data Release
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Data Validation Tools
“PAT”
TC Flags
FWD Scan
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Dynamic Load Testing Analysis
Peak
Pick
Program
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HMA Lessons Learned
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Original Asphalt Cell Variables
Thickness
Binder
AC-20 (PG 64-22)
AC 120/150 (PG 58-28)
Mix Design Methods
35, 50, 75 Blow Marshall
Gyratory
Single Aggregate Blend
Base and Subgrade Materials
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Typical HMA Distress Types
Top Down
Cracking
Transverse Cracking
Rutting Less Rutting
in Passing Lane
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Environment Drives
Pavement Performance
Thermal Cracking
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Transverse Crack Forensics Observations
Ridges of fine material (2.5”)
Cracks as wide as 1” at bottom of slab
Crack affects deflections about 2-3 feet on
either side of the crack.
Pumping similar to that of rigid pavements
Underside of
Cell 30
Transverse
Crack 1"
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MnDOT Network Thermal Cracking
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
0 5 10 15 20
Me
dia
n N
o. o
f T
ran
s. C
rac
ks
pe
r 3
05
m
(pe
r 1
00
0 f
t.)
BAB Age, years
PG XX-34 Avg.
1971 to 1980
1981 to 1990
1991 to 1994
1995 to 1999
2 cracks/1000’
at age 7!
MnDOT Pavement Management Data
MnROAD Cells
Cell 34 (1999)
Cell 31 (2004)
Cells 27-28 (2006)
Many Phase II Cells (2007+)
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Shoulder Cracking
Cell 31 – cracks from shoulders
propagate through lanes
PG 52-34 + RAP is common
shoulder mix
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Keep Track of Your Shoulders!
0
20
40
60
80
100
120
140
0 50 100 150 200 250 300 350
Shoulder Transverse Cracking, ft
Main
lin
e T
ran
svers
e C
rackin
g,
ft
Marshall
Gyratory
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10+ Year Effort
Fracture testing on
lab & field mixtures
Developing LTC
mix specification
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Aging
Embrittlement of
asphalt Leads to
cracking
Function of depth,
time, binder
properties, etc.
Surface treatments
to reduce aging
U of MN, Texas
A&M, Asphalt
Institute studies
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Current Designs are Too Conservative
Original 3, 5, 10 year cells performed long beyond their design lives
Cell 1 still in service
Little fatigue cracking, rutting, or other traditional structural failures
Old design methods extrapolated way beyond original scope
Not economical – need to accurately predict how long pavements will perform
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Predicted Design Lives
0
5
10
15
20
25
30
35
40
45
24 25 26 27 28 29 30 31
Ex
pe
cte
d L
ife
(y
ea
rs)
Cell
MnPAVE Design
R-Value Design
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Fatigue Cracking
Cell 28 Forensic Findings
Pavement Surface Thickness
Ground penetrating radar (GPR) investigation
Pavement thickness varied from 2.4”- 3.6”
Representative Trench Area (3.1”)
Failed Trench Area (2.5”)
-.5”
+.5”
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Air Voids – 2009 Study
More traffic = lower air voids!
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Rutting Observations
Rutting has occurred only in the upper lifts
Base type is not a factor for the Mainline
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Mainline
Maintenance
Treatments
Successful in reducing rutting
Cracking returns after 1 winter
Single and double slurry treatments with transverse crack repair (Mastics and MiniMac applications) are performing best
Crack Seal ride quality
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1999 LVR Superpave Experiment
3 LVR Test Cells
Cell 33 (PG 58-28)
Cell 34 (PG 58-34)
Cell 35 (PG 58-40)
Show different rutting
and LTC performance
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PCC Lessons Learned
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MnROAD is Unique!
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Concrete Pavement Research
Phase 1 (1994-2007) – Structural Design Verification
5 and 10 year design PCC test sections
Low volume design PCC test sections
Other “Phase 1” studies
1997, 2004: Thin and ultra-thin whitetopping
2000: Thin full-depth concrete
2000: FRP dowels
Each test cell approximately 150 m (500 ft) long
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Phase 1 Concrete Test Cells
14 of 40 original test cells
Interstate designs (live traffic)
5-year design life test cells (#5-9)
10-year design life test cells (#10-13)
Mn/DOT Design Method (mod. 1981 AASHTO)
Low Volume Road designs
Test cells #36-40
Each test cell approximately 150 m (500 ft) long
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MnROAD Concrete Cell Design Variables Thickness: 7.5”, 9.5”, 6.0”, 7-5.5-7” (190,240,150,178-140-178mm)
Joint spacing: 15’, 20’, 24’ (4.6, 6.1, 7.3 m)
Pavement width: 12’/12’,13’/14’ (3.6/3.6, 4.0/4.3 m)
Dowel bar diameter: 1.0”,1.25”,1.5” (25, 32, 38 mm), undoweled
Skewed transverse joints
Tied concrete shoulder (Test cells 8 & 9)
Base materials: Granular, PASB (Permeable Asphalt Stabilized Base)
Subgrade materials: Silty-Clay, Sand (2 LVR Cells)
Drained and undrained base
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Phase 1 PCC
Performance Mainline cells
After 13 years only Cell 5
developed cracks
Longitudinal/diagonal
cracks
Settlement of deep
(27” ) base?
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Low Volume PCC Cells
Small number of transverse cracks
(caused by utility trenches)
Moderate joint faulting in Cell 40
undoweled, clay subgrade
Significant pumping along shoulder in Cells 38-40 (80k lane)
material pumping from shoulder
Phase 1 PCC
Performance
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Joint Load Transfer Efficiency
Driving Lane, Approach, 9k FWD Load
0
10
20
30
40
50
60
70
80
90
100
1/16/94 3/16/96 5/15/98 7/13/00 9/11/02
LT
E (
%)
'Cell 8, 7.5", 15' panels, 1" dowels
'Cell 10, 9.8", 20' panels, 1.25" dowels
LTE declined more rapidly in thinner 5 year design cells
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Joint Faulting • Faulting trends in undoweled joints are approximately linear
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Conservative!
Test Mn/DOT AASHTO '93 1984 PCA
Cell Method (50% Reliab.) Method
5 5.8 5.1 2.9
6 2.6 3.3 0.7
7 4.4 9.3 2.2
8 2.4 3.2 0.6
9 3.9 7.2 1.6
10 12 19.2 76.4
11 13.1 12 60.2
12 12 16.1 75.9
13 12.1 16.1 69.4
T. Burnham (Mn/DOT)
CURRENT DESIGN METHODS
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SLAB WARP & CURL
It is difficult to measure!
• Several studies conducted
• University of Minnesota
• Michigan Tech
• Still trying to determine best way to characterize and
quantify
• Surface profiling?
• FWD back-calculation?
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EDGE JOINT SEALING STUDY
• Evaluated the effect of routing and sealing the
longitudinal lane/HMA-shoulder edge joint
• MnROAD Cell 8 sealed, Cell 7 control
Mn/DOT (2003) : Ruth Roberson, Roger Olson, Chad Millner
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Sealed
UnSealed
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Edge drains primarily drain the edge joint.
The presence of edge drains does not
necessarily provide positive drainage for the
entire pavement system.
Sealing the edge joint significantly reduces
surface infiltration.
Sealing longitudinal edge joints should be
considered as a preventive maintenance
technique.
EDGE JOINT SEALING STUDY
Mn/DOT (2003) : Ruth Roberson, Roger Olson, Chad Millner
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+ =
MnROAD Phase 1 Finding
New breakthrough formula!
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MnROAD Phase 1 Findings Effect of drainage on joint performance
- High traffic volume:
- Joints over drainable (PASB) base layers perform best
- Joints over slow draining bases (CL 5) with no edge drains
exhibited significant mid-depth distress
- Well sealed joints over CL5 base with edge drains perform
better
- Distress occurred without resulting in significant joint faulting
- Confirmed by similar pavements throughout Minnesota
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MnROAD Phase 1 Findings Effect of drainage on joint performance
- Low volume traffic volume:
- Not as sensitive to drainability of base layer if joint
adequately sealed
- If poorly sealed, slowly draining (CL 5) bases can
result in significant joint distress
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MnROAD Phase 1 Findings Effect of drainage on joint performance
Bottom line:
Design your pavement system to
avoid water retention!
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Cell 10 VW 15, August 1995
y = 0.4523x - 234.65
R2 = 0.0348
y = 9.613x - 525.75
R2 = 0.921
-500
-450
-400
-350
-300
-250
-200
-150
10 15 20 25 30 35 40 45 50
Temp (oC)
Str
ain
(10
-6)
Joint Closure
Temperature
Characterize Rate of Thermal Expansion
T. Burnham (Mn/DOT), A. Koubaa (U of M) [2001]
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Phase 1 Findings • Whitetopping performance
Keep panel edges away from wheelpaths
Interlayer bonding is critical for ultrathin whitetopping (<5 in. thick)
Shrinkage fibers not cost effective
Reflective thermal cracking is a major distress in Minnesota
Joint sealing is critical to long term performance
Best performance from Cell 96
6 inches thick PCC over 7 inch HMA, 5’L x 6’ W panels
Matches national trend toward 6” x 6’ x 6’ designs
Data used extensively in development of national mechanistic-empirical
design guide for whitetopping (TPF 5-165) [2012]
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Other MnROAD Lessons Learned
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1992 MnROAD Research 14 Objectives
1. Evaluate empirical design methods
2. Evaluate mechanistic design methods
3. Develop mechanistic models
4. Verify/improve frost prediction methods
5. Investigate axle loads and pavement performance under spring
loading
6. Develop vehicle load damage factors
7. Investigate vehicle gearing/tire systems and pavement
performance
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1992 MnROAD Research 14 Objectives
8. Investigate asphalt mixes and related pavement
distresses/performance
9. Investigate base/subbase properties and flexible pavement
performance
10. Investigate base/subbase properties and rigid pavement
performance
11. Investigate subgrade type and pavement performance
12. Improve roadway instrumentation
13. Examine “special design variables” in rigid pavements
14. Investigate level of reliability and associated variation in
pavement
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Phase-I Lessons Learned
2007 University of Minnesota Study
Three more areas were added to the 14
Characterizing the MnROAD project (test track expertise)
Pavement rehabilitation and maintenance
Non-pavement research
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Lessons Learned Findings
Organized the “Lessons Learned” into 10 areas Climatic Studies
Drainage
Educational Benefits
IRI and Lane Ride Quality
Low Temperature Cracking
Low Volume Roads
Mechanistic-Empirical Design
New products
Non-pavement Research
Whitetopping
Reports on MnROAD Web Site
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Lessons Learned – Climatic Studies
CRREL Materials Tests and Frost Depth Modeling
Seasonal Variations in Pavements
Integrated Climate Model
Low-Temperature Cracking
Seasonal Load Limits
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Lessons Learned – Educational Benefits
UM Graduate-Level Students (1994-2004)
Educating Pavement Engineers
University of Minnesota – Miles Kersten Chair
Center for Transportation Studies
TERRA
Many Conferences and Tours Given
Bao, Wenjin
Birgisson, Bjorn
Bruinsma, James
Tanquist, Bruce
Clyne, Tim
De Sombre, Rachel
Fagerness, Aaron
Forst, Jesse
Glasgow, Drexel
Hovan, Jean-Michel
Koubaa, Amir
Moreno, Angel Mateos
Oman, Matthew
Ovik, Jill
Prakasha, Kuppalli S.
Schmidt, Sarah
Sheehan, Matthew
Shongtao, Dai
Stroup-Gardiner, Mary
Timm, David
Van Deusen, David
Vandenbossche, Julie
Zhang, Wei
Non – Pavement
Elfering, Jodi
Gale, Samuel
Lau, Wing
Shankwitz, Craig
Wang, Dong
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Lessons Learned – Low Volume Roads
Low-Volume Road Design
ROADENT/MnPAVE Development
Aggregate Roads
Oil Gravel - Finnish Design
Miscellaneous Projects
SuperPave
Forensics
Joint Faulting
LVR Conferences – Tech Transfer
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Lessons Learned – New Products
Dynamic Cone Penetrometer
Ground Penetrating Radar
Continuous Compaction Control and Lightweight Deflectometer
New Materials
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Lessons Learned – Non-Pavement
Intelligent Transportation Systems (ITS)
Pavement Marking (Striping)
60 inch Culverts
Roadside Vegetation Studies
Homeland Security Drills
State Patrol Accident Reconstruction
Profile and Noise Rodeo Support
Snowplowing
WIM Calibration, Truck Instrumentation
Many R&D Partnerships
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Phase II Research Themes
Innovative Construction
Green Roads
Preservation and Rapid
Renewal
Surface Characteristics
Non-Pavement
Research
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TERRA Partners
Government Iowa DOT
Michigan DOT
Minnesota DOT
Minnesota Local Road Research
Board
New York State DOT
North Dakota DOT
Norwegian Public Roads
Administration
United States Federal Highway
Administration
Wisconsin DOT
Acadamia Iowa State University
Michigan Technological University
University of Minnesota
Industry Aggregate and Ready Mix Association of
Minnesota
American Concrete Pavement Association
American Traffic Safety Services Association
- Northland Chapter
Associated General Contractors of Minnesota
Caterpillar Global Paving
Concrete Paving Association of Minnesota
Mathy Construction Company
Minnesota Asphalt Pavement Association
RMC Research and Education Foundation
Road Science
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Phase II Lessons Learned (2007-2008 Construction)
Will be discussed
throughout the day
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Recent Initiatives
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Unbonded Overlay, Fabric Interlayer
2008 Construction
4” and 5” Panels
15’L x 14’ W panels = cracks
2011 Construction
5” Panels
6’L x 6.5’ and 7.0’W panels
Geotextile Interlayer
Same Specification as I-35
Germany/Missouri Experience
Industry Initiative
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New Concrete Research
2011 Longitudinal Tining (FHWA Initiative)
Open Graded Aggregate Base
Drainable and Stable
Multiple Aggregate Gradations
Reduce Paste Content
Improve Workability
Enhance Smoothness
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Roller Compacted Concrete 2011 Mainline Shoulders
2 Test Cells
Selling Points - Quick Strength and Construction
Experience from Georgia, Iowa, others
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Whitetopping Repairs
Many Reports
2011 Concrete Panel
Repair Project 1997, 2004
7-14 years performance
Replace panels on Cell 63
Diamond grind Cells 63 & 96
Faulting after 14 years
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Stabilized Full Depth Reclamation
Fatigue Cracking in Original Cell
4” HMA / 6” class 5 / clay subgrade
2011 FDR Construction
Reclaim 6 inches
Engineered emulsion
Chip seal surface
Promote 100% Recycling
Application of LVR and
residential streets
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2011Partial Depth Concrete Repairs
Safety and ride quality concerns
Transverse and Longitudinal
Joint Spalling
7 Original Test Cells
~15 different patching mixtures
~150 repairs
Contractor Involvement
Labor intensive
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HMA Performance Testing
Phase I – Synthesis of Existing Tests and State DOT
Specifications
Many states require stripping and/or rutting test
Cracking test requirements are less common
DCT, IDT Strength, TX Overlay Tester are most promising
candidates
Phase II – Laboratory Testing to Propose a HMA
Cracking Performance Specification
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Step Frequency GPR
Measures at multiple frequencies with a large array of
transmitters/receivers
Accurate measurements shallow and deep
Tested MnROAD cells and multiple state projects
Layer thickness, locate dowel/tie bars, material
properties, detect voids, surface profile
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Rolling Resistance
Tested all ML & LVR cells: HMA & PCC
Jerzy Ejsmont (U of Gdansk), Ulf Sandberg (VTI)
Funding from FHWA, MnDOT via pooled fund projects
Research Goals:
Understand how pavement surfaces affect rolling resistance
Correlate rolling resistance to other surface characteristics
Reduce energy consumption, GHG emissions
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Future Trends
Rehabilitation
Construction Uniformity
Sustainability
Surface Characteristics
Continued Partnerships
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Proposed Pooled Fund Studies
Development of an Improved Design Guide for
Unbonded Concrete Overlays
Solicitation 1309 – Posted Fall 2011
Identify suitable interlayer materials
Develop M-E design guidelines
National Design
WWW.Pooledfund.org
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Proposed Pooled Fund Studies
Development and Implementation of Non-
Destructive Testing
Solicitation 1310 – Posted Fall 2011
Research NDT ready for implementation
Enhance data analysis and visualization tools
WWW.Pooledfund.org
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Proposed Pooled Fund Studies
MnROAD other possibilities?
MnROAD 3rd Phase?
WWW.Pooledfund.org
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Proposed Pooled Fund Studies
MnROAD other possibilities?
MnROAD 3rd Phase?
WWW.Pooledfund.org
MnROAD Successful Research
1.Construction Funding
2.Sensor Deployment
3.Research Plan
4. Implementation Plan
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Questions?
Ben/Tim/Tom
Ben (9:30) and Tim (12:30)
MnROAD tours
Display/Posters
Presentations Today
www.mndot.gov/mnroad