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GPR ImplementationTaking the Show on the Road

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Title: GPR ImplementationTaking the Show on the Road


1
GPR ImplementationTaking the Show on the Road
  • by
  • Marc Loken
  • Senior Research Engineer
  • Minnesota Department of Transportation
  • Presented to
  • City Engineers Association of Minnesota
  • January 27, 2006

2
MnDOT Web Page Links
http//www.mnroad.dot.state.mn.us/research/MnROAD_
Project/persons/loken.asp
3
GPR Implementation Objectives
  • Through demonstration of GPR, to inform and
    educate district material engineers and local
    engineers on GPR applications and potential cost
    savings
  • Encourage districts and local engineers to use
    this new technology along with other field-test
    methods (FWD, coring, and/or pavement surface
    condition surveys) for more complete pavement
    analysis

4
MnDOT Field Testing GPR FWD Coring
5
GPR Implementation -- Outline
  • Task 1 Summarize LRRB 771 Results
  • Task 2 Produce brochure and CD
  • Task 3 Survey to identify demonstration
    projects
  • Task 4 Perform GPR surveys
  • Task 5 Statewide presentations
  • Task 6 Final Report

6
Task 1 GPR Summary Report
  •  
  • 1.      Introduction
  • 2.      Mathematical Principles
  • 3.      Equipment
  • 4.      Potential GPR Applications
  • 5.      GPR Experience in Minnesota
  • 6.      Summary
  • References

7
Potential GPR Applications
  • Determine Pavement Layer Thickness
  •      Estimate Material Properties
  •       Identify Stripping Zones within Asphalt
  •       Detect Subsurface Voids
  •       Analyze Rutting Mechanisms
  •       Detect Subsurface Anomalies
  •       Bridge Deck Delamination
  •       Rebar and Dowel Bar Locates

8
GPR Experience in Minnesota
  • MnROAD -- Calibration/Layer Thickness
  • TH59, Worthington Interface Separation
  • TH10, Big Lake Void Detection
  • CSAH3, Cokato -- RAP
  • Gervais Ave. Density/Moisture Content
  • TH212, Dawson -- Stripping

9
MnROAD -- Objectives
  • Field Calibration (Cell 33)
  • 2 Metal Plates _at_ 10 Depth _at_ 100 spacing
  • 2 Metal Plates _at_ 16 Depth _at_ 100 spacing
  • Calculate Layer Thickness (Cells 33, 34)
  • Asphalt 4
  • Class 5 Base 12

10
MnROAD Field Calibration
11
MnROAD Layer Thickness
12
TH59 -- Objectives
  • Determine magnitude and extent of subsurface
    voids beneath concrete slab on 15 mile stretch of
    TH 59 between Worthington and Fulda

13
TH59 -- Interface Separation
Surface
Interface
Mid-Panel
Joint
14
TH 59 --Air Gap Thickness
  • Calibrate GPR results with Lab results

15
CSAH 3 -- Objectives
  • CSAH 3 Cokato to French Lake (15 mi)
  • Determine asphalt and base layer thicknesses
    using GPR and compare to coring results
  • Before
  • After

16
CSAH 3GPR Images
Base
Surface
17
CSAH 3--Results (EXCEL)
18
TH 10 Big Lake -- Objectives
  • Problem Dip in Road
  • Why Possible Voids
  • Solution Video Images and GPR

19
TH 10 GPR Images
70
Void
20
Gervais Ave -- Objective
  • Simultaneously calculate layer thickness and
    dielectric constant (density) using two antennas

21
Gervais Ave 2 Antennas
2x
Concrete
Base
22
Gervais Ave System of Eqs.
23
Gervais Ave. -- Density
Solid Dielectric
Solid Volume
Bitumen Dielectric
Measured Dielectric
Porosity
Density
Air Dielectric
24
Gervais Ave GPR Images AC
GC
25
Gervais Ave Results
26
TH212 -- Objectives
  • TH212 Dawson to TH75 (15 mi) Full Depth Asphalt
  • Determine locations of stripping and corrlelate
    with field cores

27
TH 212 - Stripping
28
Potential New Applications
  • Bridge Deck Delamination
  • Rebar and Dowel Bar Locates
  • Asphalt Sub layer identification
  • Simultaneous calculation of asphalt
    density-thickness
  • Layer separation at interfaces

29
Task 2 GPR Brochure
http//www.mnroad.dot.state.mn.us/research/MnROAD_
Project/persons/loken.asp
30
Task 3 GPR Questionaire
31
Task 4 -- Database
32
Task 4 -- Government Levels
  • State (2)
  • County (14)
  • City (6)

33
Task 4 --- MnDOT DIstricts
  • District 1 (3)
  • District 2 (2)
  • District 3 (1)
  • District 4 (2)
  • Metro (3)
  • District 6 (3)
  • District 7 (2)
  • District 8 (3)

34
Task 4 -- GPR Project Type
35
GPR Conclusions
  • GPR is nondestructive field test used to
    determine road structure
  • GPR utilizes high-speed data collection at speeds
    up to 70 mph
  • GPR gives a continuous subsurface description
  • GPR has potential to calculate density and
    moisture content simultaneously
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