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003 OCoLC;

005 20230417164105.0;

006 m o d f ;

007 cr |||||||||||;

008 170131s1989 ctuab ob f000 0 eng c;

042 a| dlra| pcc;

043 a| n-us-ct;

049 a| ERE#;

050 4 a| QE75b| .W2 no. 88-4212;

074 a| 0624-B-05 (online);

086 0 a| I 19.42/4:88-4212;

100 1 a| Gorin, S. R.,0| https://id.loc.gov/authorities/names/no89007857e| author.=| ^A1453617;

245 10 a| Use of surface-geophysical methods to assess riverbed scour at bridge piers /c| by S.R. Gorin and F.P. Haeni.;

264 1 a| Hartford, Connecticut :b| U.S. Geological Survey,c| 1989.;

300 a| 1 online resource (v, 33 pages) :b| illustrations, map.;

336 a| textb| txt2| rdacontent;

337 a| computerb| c2| rdamedia;

338 a| online resourceb| cr2| rdacarrier;

490 1 a| Water-resources investigations report ;v| 88-4212;

500 a| "Prepared in cooperation with the Federal Highway Administration.";

500 a| Includes "Plate 1, Plate 2, Plate 3.";

500 a| In scope of the U.S. Government Publishing Office Cataloging and Indexing Program (C&I) and Federal Depository Library Program (FDLP).;

500 a| GPO Cataloging Record Distribution Program (CRDP).;

504 a| Includes bibliographical references (pages 32-33).;

588 a| Description based on online resource; title from USGS website (USGS, viewed Feb. 10, 2023).;

650 0 a| Scour at bridgesz| Connecticutz| Hartford.=| ^A432382;

650 0 a| Bridgesz| Connecticut River.0| https://id.loc.gov/authorities/subjects/sh91006102=| ^A1454923;

650 7 a| Bridges.2| fast0| (OCoLC)fst00838671;

650 7 a| Bridgesx| Foundations and piers.2| fast0| (OCoLC)fst00838739;

650 7 a| Scour at bridges.2| fast0| (OCoLC)fst01109239;

700 1 a| Haeni, F. P.,0| https://id.loc.gov/authorities/names/n82003368,e| author.=| ^A366560;

710 2 a| Geological Survey (U.S.)0| https://id.loc.gov/authorities/names/n80092173e| issuing body.=| ^A964818;

710 1 a| United States.b| Federal Highway Administration.0| https://id.loc.gov/authorities/names/n79032921=| ^A62022;

776 08 i| Print version:a| Gorin, S.R.t| Use of surface-geophysical methods to assess riverbed scour at bridge piersw| (OCoLC)19842544;

830 0 a| Water-resources investigations report ;0| https://id.loc.gov/authorities/names/n84746268v| 88-4212.=| ^A164969;

856 40 u| https://purl.fdlp.gov/GPO/gpo1921207| 0;

922 a| BIBCONEWb| 20230210;

949 a| Click on web addressw| asish| joyner94;

596 a| 1;

998 a| 5966286;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 5966286-1001l| JNETm| JOYNERr| Ys| Yt| JNE1DOu| 3/15/2023x| EDOCUMENTz| JERESOURCE;

Use of surface-geophysical methods to assess riverbed scour at bridge piers / by S.R. Gorin and F.P. Haeni.

Author/creator	Gorin, S. R. author.
Other author	Haeni, F. P., author.
Other author	Geological Survey (U.S.) issuing body.
Other author	United States. Federal Highway Administration.
Format	Electronic
Publication	Hartford, Connecticut : U.S. Geological Survey, 1989.
Description	1 online resource (v, 33 pages) : illustrations, map.
Supplemental Content	https://purl.fdlp.gov/GPO/gpo192120
Subjects	Scour at bridges--Connecticut. --Hartford. Bridges--Connecticut. --Hartford. --Foundations and piers. Bridges--Connecticut River.

Series	Water-resources investigations report ; 88-4212 Water-resources investigations report ; https://id.loc.gov/authorities/names/n84746268 88-4212. ^A164969
General note	"Prepared in cooperation with the Federal Highway Administration."
General note	Includes "Plate 1, Plate 2, Plate 3."
General note	In scope of the U.S. Government Publishing Office Cataloging and Indexing Program (C&I) and Federal Depository Library Program (FDLP).
General note	GPO Cataloging Record Distribution Program (CRDP).
Bibliography note	Includes bibliographical references (pages 32-33).
Source of description	Description based on online resource; title from USGS website (USGS, viewed Feb. 10, 2023).
Issued in other form	Print version: Gorin, S.R. Use of surface-geophysical methods to assess riverbed scour at bridge piers
GPO item number	0624-B-05 (online)
Govt. docs number	I 19.42/4:88-4212

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Use of surface-geophysical methods to assess riverbed scour at bridge piers / by S.R. Gorin and F.P. Haeni.

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