Pavement/sub-grade condition assessment I-65 approximate milepost 97.5 (transition from asphalt) to 102.5 (KY 313 overpass).

Rister, Brad; Graves, Clark; University of Kentucky Transportation Center

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Pavement/sub-grade condition assessment I-65 approximate milepost 97.5 (transition from asphalt) to 102.5 (KY 313 overpass).

2005-06-01
By Rister, Brad ; Graves, Clark

[PDF-1.42 MB]

English

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Details:

Creators:

Rister, Brad ; Graves, Clark

Rister, Brad ; Graves, Clark Less -
Corporate Creators:

University of Kentucky Transportation Center
Corporate Contributors:

Kentucky. Transportation Cabinet
Subject/TRT Terms:

[+]

Data Collection Drilling Machines Evaluation Falling Weight Deflectometers Ground Penetrating Radar Moisture Content Pavement Performance Subgrade (Pavements) Thickness
Publication/ Report Number:

KTC-05-13/FRT141-04-1F
Resource Type:

Tech Report
Geographical Coverage:

Kentucky
Corporate Publisher:

University of Kentucky Transportation Center
Abstract:

In efforts to perform an assessment of both the existing pavement and the underlying subgrade conditions, the Kentucky Transportation Center employed the use of three types of equipment/infrastructure analyzers: drill truck for taking field cores; falling-weight-deflectometer (FWD) to measure sub-grade modulus and load transfer across transverse pavement joints; and ground penetrating radar (GPR) to determine pavement layer thickness, subgrade thickness, and an estimate of subgrade moisture variability.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:384e8b000dd0c52def9006961dbc714793d023c64234b563d9ee36eb646a576b
Download URL:

https://rosap.ntl.bts.gov/view/dot/21614/dot_21614_DS1.pdf
File Type:

No Additional Files

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Pavement/sub-grade condition assessment I-65 approximate milepost 97.5 (transition from asphalt) to 102.5 (KY 313 overpass).

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