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091215e19961026cau s| f1|||||eng|d |
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20230925210104.2 |
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|a (TOE)ost496105
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|a (TOE)496105
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|a TOE
|c TOE
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|a GDWR
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|a 32
|2 edbsc
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|a E 1.99:CONF-961219--4
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|a E 1.99:UCRL-JC--125478
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|a UCRL-JC--125478
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|a CONF-961219--4
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|a DE97053171
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245 |
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|a HERMES
|h [electronic resource] :
|b a high-speed radar imaging system for inspection of bridge decks.
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|a Livermore, Calif :
|b Lawrence Livermore National Laboratory ;
|a Oak Ridge, Tenn. :
|b distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy,
|c 1996.
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300 |
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|a 12 p.
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336 |
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|a text
|b txt
|2 rdacontent.
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|a computer
|b c
|2 rdamedia.
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|a online resource
|b cr
|2 rdacarrier.
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|a Published through the Information Bridge: DOE Scientific and Technical Information.
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|a 10/26/1996.
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|a "UCRL-JC--125478"
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|a "CONF-961219--4"
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|a "DE97053171"
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|a Proceedings of the Society of Photo-Optical Instrumentation Engineers (SPIE), Scottsdale, AZ (United States), 4-5 Dec 1996.
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|a Azevedo, S.G.
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500 |
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|a USDOE, Washington, DC (United States);Department of Transportation, Washington, DC (United States)
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|a Corrosion of rebar in concrete bridges causes subsurface cracks and is a major cause of structural degradation that necessitates repair or replacement. Early detection of corrosion effects can limit the location and extent of necessary repairs, while providing long-term information about the infrastructure status. Most current detection methods, however, are destructive of the road surface and require closing or restricting traffic while the tests are performed. A ground-penetrating radar imaging system has been designed and developed that will perform the nondestructive evaluation of road-bed cracking at traffic speeds; i.e., without the need to restrict traffic flow. The first-generation system (called the HERMES bridge inspector), consists of an offset-linear array of 64 impulse radar transceivers and associated electronics housed in a trailer. Computers in the trailer and in the towing vehicle control the data acquisition, processing, and display. Cross-road resolution is three centimeters at up to 30 cm in depth, while down-road resolution depends on speed; 3 cm below 20 mph up to 8 cm at 50 mph. A two-meter- wide path is inspected on each pass over the roadway. This paper, describes the design of this system, shows preliminary results, and lays out its deployment schedule.
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536 |
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|b W-7405-ENG-48.
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650 |
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|a Bridges.
|2 local.
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650 |
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|a Nondestructive Testing.
|2 local.
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|a Inspection.
|2 local.
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|a Optical Radar.
|2 local.
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|a Image Processing.
|2 local.
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|a Remote Sensing.
|2 local.
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|a Energy Conservation, Consumption, And Utilization.
|2 edbsc.
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|a Lawrence Livermore National Laboratory.
|4 res.
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|a United States.
|b Department of Energy.
|b Office of Scientific and Technical Information.
|4 dst.
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|u http://www.osti.gov/servlets/purl/496105-BQE9Uy/webviewable/
|z Online Access
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907 |
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|a .b56561416
|b 03-06-23
|c 12-20-09
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|a web
|b 12-20-09
|c f
|d m
|e p
|f eng
|g cau
|h 0
|i 1
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|a Information bridge
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|i 05f3d348-4e19-5a86-b7e5-b7352ddaf3cb
|s a63bbfc2-70df-52a7-9188-6bcab1122b83
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952 |
f |
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|p Can circulate
|a University of Colorado Boulder
|b Online
|c Online
|d Online
|e E 1.99:CONF-961219--4
|h Superintendent of Documents classification
|i web
|n 1
|