MARC

Tag First Indicator Second Indicator Subfields
LEADER 00000cam a2200000Ia 4500
001 in00002532413
005 20151113115901.0
006 m d
007 cr cn|||||||||
008 090602s2009 txuad sbt s000 0 eng d
027 |a FHWA/TX-09/0-5210-6 
035 |a (OCoLC)ocn368127811 
035 |a (OCoLC)368127811 
037 |a PB2009-109516  |b NTIS 
040 |a JCR  |c JCR  |d TXA  |d UtOrBLW 
043 |a n-us-tx 
049 |a TXAM 
090 |a HE203  |b .T43 no. 0-5210-6 
100 1 |a Bligh, Roger P. 
245 1 0 |a NCHRP report 350 test 3-11 of the modified T8 bridge rail /  |c by Roger P. Bligh, Williams F. Williams, and Wanda L. Menges. 
246 1 |i Project title:  |a Roadside crash testing program for design guidance and standard detail development 
246 3 |a National Cooperative Highway Research Program report 350 test 3-11 of the modified T8 bridge rail 
264 1 |a College Station, Tex. :  |b Texas Transportation Institute, Texas A & M University System,  |c [2009] 
300 |a ix, 52 pages :  |b digital, PDF file with illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a Technical report ;  |v 0-5210-1 
538 |a System requirements: Adobe Acrobat Reader. 
538 |a Mode of access: World Wide Web. 
513 |a Technical report;  |b Sept. 2004-Aug. 2008. 
500 |a Title from PDF title screen. 
536 |a Performed by Texas Transportation Institute, sponsored by Texas Dept. of Transportation, Research and Technology Implementation Office  |f 0-5210 
536 |a "Performed in cooperation with Texas Department of Transportation and the Federal Highway Administration." 
516 |a Text document in PDF format. 
500 |a "December 2008 ; Published April 2009." 
520 3 |a A new flexible bridge rail system, referred to as the T8 rail, was designed as a replacement for the T6 rail in high-speed applications on culverts and thin deck structures. The T8 rail failed a crash test when the breakaway posts failed the thin deck to which it was attached rather than breakaway as designed. After analysis of the test results, the system was modified in an effort to address the identified failure mechanism. The modifications included increasing the length of the breakaway slot in the tension flange of the steel support posts and incorporating a 1-inch thick offset block between the post and upper portion of the tubular thrie beam rail to raise the point of force application on the post. The impact performance of the modified T8 bridge rail system was evaluated through a full-scale crash test. The crash testing was performed in accordance with the requirements of NCHRP Report 350 Test Level 3 (TL-3). 
504 |a Includes bibliographical references (page 37). 
500 |a "Report number FHWA/TX-09/0-5210-6"--Technical report documentation p. 
500 |a Electronic resource. 
650 0 |a Roads  |z Texas  |x Guard fences  |x Testing. 
650 0 |a Roads  |z Texas  |x Crash cushions  |x Testing. 
650 0 |a Bridge railings  |x Testing. 
650 0 |a Roads  |z Texas  |x Accessories  |x Safety measures. 
700 1 |a Williams, William F. 
700 1 |a Menges, Wanda L. 
710 1 |a Texas.  |b Department of Transportation.  |b Research and Technology Implementation Office. 
710 2 |a Texas Transportation Institute. 
830 0 |a Research report (Austin, Tex.) ;  |v 0-5210-6. 
856 4 0 |u http://tti.tamu.edu/documents/0-5210-6.pdf  |z Connect to the full text of this online report  |t 0 
948 |a cataloged  |b h  |c 2009/11/18  |d c  |e agaffey  |f 3:23:03 pm 
994 |a C0  |b TXA 
999 |a MARS 
999 f f |s d610718f-f9ba-30e8-9def-23efb9552b30  |i e65c09bf-63bc-33fd-9d0c-1def4f4d767c  |t 0 
952 f f |a Texas A&M University  |b College Station  |c Electronic Resources  |d Available Online  |t 0  |e HE203 .T43 no.0-5210-6  |g Electronic  |h Library of Congress classification 
998 f f |a HE203 .T43 no.0-5210-6  |t 0  |l Available Online