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April 9, 2015 - NCDOT 3D … · April 9, 2015 US321 Sinkhole Project Site Location. 5/5/2015 2...

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5/5/2015 1 3D GPR Imaging to Map Subsurface Voids Ned Billington, LG and Kevin Miller, LG ESP Associates April 9, 2015 US321 Sinkhole Project Site Location
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Page 1: April 9, 2015 - NCDOT 3D … · April 9, 2015 US321 Sinkhole Project Site Location. 5/5/2015 2 Project Timeline • August ??, 2013 – Sinkhole develops on edge of pavement on ...

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3D GPR Imaging to Map Subsurface Voids

Ned Billington, LG and Kevin Miller, LG

ESP Associates

April 9, 2015

US321 Sinkhole Project

Site Location

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Project Timeline

• August ??, 2013 – Sinkhole develops on edge of pavement on outside SB lane.

• August ??, 2013 – NCDOT excavates and places flowable fill on both sides of SB lanes.

• August 16, 2013 – ESP performs GPR study to map voids beneath the pavement

• August 23 & 26, 2013 – NCDOT drills and grouts voids. Places about 250 bags of grout.

• May 9, 2014 – ESP performs post‐repair GPR study to map remnant voids

Sinkhole and Storm Drain Location

SB Lanes NB LanesOn‐ramp

Drop Inlet

Drop Inlet

Storm Drain

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Schematic (looking N)

DropInlet

DropInlet

SB Lanes

Ground Surface

NTS

Storm Drain

Study Area

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GPR Studies

250 Mhz Antenna, 50’x24/26’ Grid, 1‐Foot Line Spacing

GPR Data Comparison

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2013 vs 2014 GPR Cross‐SectionsWest edge of pavement

West edge of pavement

Middle of inside lane

Middle of inside lane

GPR Time Slices – ~ 2.5 feet depth

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GPR Time Slices – ~ 3.1 feet depth

GPR Time Slices – ~ 5.5 feet depth

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2013 GPR 3D Volume

2014 GPR 3D Volume

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Conclusions

• 2013 GPR study identified lateral and approximate vertical extent of voids

• 2014 GPR study confirmed that the grouting program filled majority of void space

• 3D data analysis provided high confidence deliverables in less time than 2D analysis

• Deliverables were readily understandable by others.

THANK YOU

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2008 GSSI 3D GPR Study• 400 MHz antenna, 2 inch spacing

Line direction

http://www.geophysical.com/Documentation/WhitePapers/IWAGPR2009‐Robertsetal.pdf

2008 GSSI Study

0.05m (2in) line spacing

Line direction

• Time/Depth Slice about 2.25 feet depth

http://www.geophysical.com/Documentation/WhitePapers/IWAGPR2009‐Robertsetal.pdf

0.3m (12in) line spacing

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I‐85 Salisbury Settlement Study

Mobile LiDAR Scanning

TOPO SLOPE

Older LanesNewer Lanes

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3D GPR Study

• GPR Imaging with 250 and 500 MHz antennas

– One‐foot line spacing

– Positioning grid established with tape measure

GPR Study Area(40’x220’)

Area of Interest

500 MHz data, ~1 foot depth

Plan View

Cross‐Section

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500 MHz Data, ~2 feet depth

Plan View

Cross‐Section

500 MHz data, ~3 feet depth

Plan View

Cross‐Section

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500 MHz 3D Volume

500 MHz data 3D Volume


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