Title: GPR ImplementationTaking the Show on the Road
1GPR 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
2MnDOT Web Page Links
http//www.mnroad.dot.state.mn.us/research/MnROAD_
Project/persons/loken.asp
3GPR 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
4MnDOT Field Testing GPR FWD Coring
5GPR 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
6Task 1 GPR Summary Report
-
- 1. Introduction
- 2. Mathematical Principles
- 3. Equipment
- 4. Potential GPR Applications
- 5. GPR Experience in Minnesota
- 6. Summary
- References
7Potential 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
8GPR 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
9MnROAD -- 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
10MnROAD Field Calibration
11MnROAD Layer Thickness
12TH59 -- Objectives
- Determine magnitude and extent of subsurface
voids beneath concrete slab on 15 mile stretch of
TH 59 between Worthington and Fulda
13TH59 -- Interface Separation
Surface
Interface
Mid-Panel
Joint
14TH 59 --Air Gap Thickness
- Calibrate GPR results with Lab results
15CSAH 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
16CSAH 3GPR Images
Base
Surface
17CSAH 3--Results (EXCEL)
18TH 10 Big Lake -- Objectives
- Problem Dip in Road
- Why Possible Voids
- Solution Video Images and GPR
19TH 10 GPR Images
70
Void
20Gervais Ave -- Objective
- Simultaneously calculate layer thickness and
dielectric constant (density) using two antennas
21Gervais Ave 2 Antennas
2x
Concrete
Base
22Gervais Ave System of Eqs.
23Gervais Ave. -- Density
Solid Dielectric
Solid Volume
Bitumen Dielectric
Measured Dielectric
Porosity
Density
Air Dielectric
24Gervais Ave GPR Images AC
GC
25Gervais Ave Results
26TH212 -- Objectives
- TH212 Dawson to TH75 (15 mi) Full Depth Asphalt
- Determine locations of stripping and corrlelate
with field cores
27TH 212 - Stripping
28Potential New Applications
- Bridge Deck Delamination
- Rebar and Dowel Bar Locates
- Asphalt Sub layer identification
- Simultaneous calculation of asphalt
density-thickness - Layer separation at interfaces
29Task 2 GPR Brochure
http//www.mnroad.dot.state.mn.us/research/MnROAD_
Project/persons/loken.asp
30Task 3 GPR Questionaire
31Task 4 -- Database
32Task 4 -- Government Levels
- State (2)
- County (14)
- City (6)
33Task 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)
34Task 4 -- GPR Project Type
35GPR 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