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PaveScan®
Continuous Asphalt Density Measurement System
I n s t ro Te k , I n c .
The Need for Good Compaction
▪ Minimize additional compaction
▪ Rutting
▪ Minimize water permeability
▪ Stripping
▪ Prevent excessive oxidation of the
asphalt mixture
▪ Cracking, raveling, loss of
fatigue life
▪ Provide adequate shear strength
▪ Rutting
Field Density
Measurements
Asphalt cores
Nuclear gauge
Non-nuclear gauge
All single point measurements
Why Pavement Defects?
Courtesy of OH DOT
Dielectric Profiling Systems (DPS/RDM)
Continuous Full Coverage (CFC) GPR System
Provides on-site dielectric values of newly laid and
compacted asphalt
Provides continuous full coverage density profile and
asphalt uniformity
Provides compaction information in real-time, on-site
using a 2D map
Provides coring locations
Allow input of core information for calibration and
calculation of %compaction, %void content, and density
Can be used as a:
Q/C Tool
▪ Roller pattern issues
▪ Paver issue
▪ Asphalt issue
▪ Delivery issues
▪ Cross check with other technologies
Q/A Tool
▪ PWL reports
▪ Google Earth Reports
▪ General statistics
Forensic Tool
▪ Map defective areas
▪ Limit remediation penalties
Dielectric Profiling
DPS Sampling Rates
▪ Current sampling rates
~ 10 cores / 2000T
PaveScan: ~ 54,000 samples / 2000T
60 scans/sec or 10 scans / ft.
(walking) Courtesy of OH DOT
Asphalt
Sub-Layer
DPS
Air
Voids
Copyright © 2020 InstroTek, All Rights Reserved
Area of low Compaction
How It Works
Material Dielectric Value
Air 1
Water 81
Asphalt 4-7
PaveScan Calibration
▪ Field Calibration ▪ Laboratory Calibration
Data Collection
▪ 1-pass data collection
▪ 2-pass data collection
▪ Swerve data collection
▪ Segway
▪ Vehicle mounted
DPS/GPR
▪ Robot
• No contact with
pavement
• Laser guided
measurements
• Take measurements
along the entire joint
• Alaska DOT joint density
specification
Joint Measurements
Example Scan
Shuttle buggy broke.
Paver sits here
Lower density shoulder
1000ft section
12 lines = 2mi.
of GPR data
~50k points
Roller
sits here
Restart
hiccups
Federal Highway Administration
(FHWA) Pooled Fund
https://www.pooledfund.org/Details/Study/667
Current DPS Evaluations
CA
AZ
CO
NM
TX
OK
AR
LA
MO KY
AL GA
FL
VA
OH
MI
VT
AK
MT
NV
ME
WA
OR
UT
KS
ID
WY
ND
SD
MN
NE
WI
IA
IL
IN
MS
TN
SC
NC
WV
PA
NY
CT
NJ
DE
MD
MA
NH
RI
D
C
HI
SHRP2 R06C GPR Proof-of Concept Agencies
Other Agencies Conducting Field Trials/Specs
In Process
H
I
Specifications
▪ AASHTO PP 98-20 Asphalt Surface Dielectric
Profiling System using Ground Penetrating
Radar
▪ Alaska DOT Mat and Joint Specification - AK
Spec 412-2.10
▪ Minnesota DOT, Massachusetts DOT, New York
DOT final phase of trials
DPS Benefits
▪ Provide on-site rea-time feedback for quality
assurance of compaction uniformity
▪ Core results can be used to convert dielectric
values relative density
▪ Assessments of the in-place compaction variation
▪ DPS results can be cross-checked with IC, IR, and
other data.
Reference: Asphalt Pavement Compaction Assessment Using Ground Penetrating
Radar-Arrays | Congress on Technical Advancement 2017 (ascelibrary.org)
DPS Benefits
• Reduce coring
• Density map
• Reduce coring operations costs
• Increase safety for field crew
• Increase pay factors
• Decrease penalties
• Joint measurements
So What?
Sustainability:
Reduces Climate
Change Impacts
DPS Research Studies
▪ NCAT June 2022 Report: Continuous Asphalt Mixture Compaction
Assessment Using Density Proofing System (DPS)
▪ Minnesota DOT Case Studies for Coreless Asphalt Pavement
Compaction Assessment
▪ Investigate Feasibility of GPR to Measure In-Place Density of New
Asphalt Pavement
▪ Application of Enhanced Paving Compaction Technologies in Alaska
Thank You!
Maurice Arbelaez
1 Triangle Dr. Research Triangle Park, NC 27709
(o) 919.875.8371 | (m) 919.247.4887
marbelaez@instrotek.com | www.instrotek.com

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2022 presentation on continuous asphalt pavement density measurement

  • 1. PaveScan® Continuous Asphalt Density Measurement System I n s t ro Te k , I n c .
  • 2. The Need for Good Compaction ▪ Minimize additional compaction ▪ Rutting ▪ Minimize water permeability ▪ Stripping ▪ Prevent excessive oxidation of the asphalt mixture ▪ Cracking, raveling, loss of fatigue life ▪ Provide adequate shear strength ▪ Rutting
  • 3.
  • 4. Field Density Measurements Asphalt cores Nuclear gauge Non-nuclear gauge All single point measurements
  • 6. Dielectric Profiling Systems (DPS/RDM) Continuous Full Coverage (CFC) GPR System Provides on-site dielectric values of newly laid and compacted asphalt Provides continuous full coverage density profile and asphalt uniformity Provides compaction information in real-time, on-site using a 2D map Provides coring locations Allow input of core information for calibration and calculation of %compaction, %void content, and density
  • 7. Can be used as a: Q/C Tool ▪ Roller pattern issues ▪ Paver issue ▪ Asphalt issue ▪ Delivery issues ▪ Cross check with other technologies Q/A Tool ▪ PWL reports ▪ Google Earth Reports ▪ General statistics Forensic Tool ▪ Map defective areas ▪ Limit remediation penalties Dielectric Profiling
  • 8. DPS Sampling Rates ▪ Current sampling rates ~ 10 cores / 2000T PaveScan: ~ 54,000 samples / 2000T 60 scans/sec or 10 scans / ft. (walking) Courtesy of OH DOT
  • 9. Asphalt Sub-Layer DPS Air Voids Copyright © 2020 InstroTek, All Rights Reserved Area of low Compaction How It Works Material Dielectric Value Air 1 Water 81 Asphalt 4-7
  • 10. PaveScan Calibration ▪ Field Calibration ▪ Laboratory Calibration
  • 11. Data Collection ▪ 1-pass data collection ▪ 2-pass data collection ▪ Swerve data collection ▪ Segway ▪ Vehicle mounted DPS/GPR ▪ Robot
  • 12.
  • 13. • No contact with pavement • Laser guided measurements • Take measurements along the entire joint • Alaska DOT joint density specification Joint Measurements
  • 14. Example Scan Shuttle buggy broke. Paver sits here Lower density shoulder 1000ft section 12 lines = 2mi. of GPR data ~50k points Roller sits here Restart hiccups
  • 15. Federal Highway Administration (FHWA) Pooled Fund https://www.pooledfund.org/Details/Study/667
  • 16. Current DPS Evaluations CA AZ CO NM TX OK AR LA MO KY AL GA FL VA OH MI VT AK MT NV ME WA OR UT KS ID WY ND SD MN NE WI IA IL IN MS TN SC NC WV PA NY CT NJ DE MD MA NH RI D C HI SHRP2 R06C GPR Proof-of Concept Agencies Other Agencies Conducting Field Trials/Specs In Process H I
  • 17. Specifications ▪ AASHTO PP 98-20 Asphalt Surface Dielectric Profiling System using Ground Penetrating Radar ▪ Alaska DOT Mat and Joint Specification - AK Spec 412-2.10 ▪ Minnesota DOT, Massachusetts DOT, New York DOT final phase of trials
  • 18. DPS Benefits ▪ Provide on-site rea-time feedback for quality assurance of compaction uniformity ▪ Core results can be used to convert dielectric values relative density ▪ Assessments of the in-place compaction variation ▪ DPS results can be cross-checked with IC, IR, and other data. Reference: Asphalt Pavement Compaction Assessment Using Ground Penetrating Radar-Arrays | Congress on Technical Advancement 2017 (ascelibrary.org)
  • 19. DPS Benefits • Reduce coring • Density map • Reduce coring operations costs • Increase safety for field crew • Increase pay factors • Decrease penalties • Joint measurements
  • 21. DPS Research Studies ▪ NCAT June 2022 Report: Continuous Asphalt Mixture Compaction Assessment Using Density Proofing System (DPS) ▪ Minnesota DOT Case Studies for Coreless Asphalt Pavement Compaction Assessment ▪ Investigate Feasibility of GPR to Measure In-Place Density of New Asphalt Pavement ▪ Application of Enhanced Paving Compaction Technologies in Alaska
  • 22. Thank You! Maurice Arbelaez 1 Triangle Dr. Research Triangle Park, NC 27709 (o) 919.875.8371 | (m) 919.247.4887 marbelaez@instrotek.com | www.instrotek.com