Analysis of the sample interval and study period used to conduct delay studies at signalized intersections

LDR 01515nam a2200349 a 4500
001 010653432
003 MiAaHDL
005 20110802000000.0
006 m d
007 cr bn ---auaua
008 870130s1986 azuad b s00000 eng d
027 ‡aFHWA/AZ-85/235
035 ‡asdr-nwu2654024
035 ‡9ADT9958TR
035 ‡a(OCoLC)15134177
037 ‡aPB87-167359 ‡bNTIS
040 ‡aCBT ‡dIEN-Tr
245 0 0 ‡aAnalysis of the sample interval and study period used to conduct delay studies at signalized intersections / ‡cprepared by Roger L. Hatton (Traffic Engineering Section, Arizona Department of Transportation).
260 0 ‡aPhoenix, Ariz. : ‡bThe Department ; ‡aSpringfield, Va. : ‡bNational Technical Information Service, [distributor, ‡c1986]
300 ‡ax, 125 p. : ‡bill., charts ; ‡c28 cm.
500 ‡a"October 1986."
500 ‡aPrepared by Arizona Transportation Research Center, Arizona Department of Transportation.
500 ‡aCover title.
504 ‡aBibliography: p. 79-88.
513 ‡aFinal report. ‡bJan.-Oct. 1985.
536 ‡aPrepared in cooperation with the Federal Highway Administration.
538 ‡aMode of access: Internet.
650 7 ‡aTraffic signals. ‡2tlsh
650 7 ‡aTraffic ‡xFlow. ‡2tlsh
650 7 ‡aIntersections. ‡2tlsh
650 0 ‡aRoads ‡xInterchanges and intersections.
650 0 ‡aTraffic flow.
650 0 ‡aElectronic traffic controls.
700 1 0 ‡aHatton, Roger L.
710 1 0 ‡aUnited States. ‡bFederal Highway Administration.
710 2 0 ‡aArizona Transportation Research Center.
710 1 0 ‡aArizona. ‡bTraffic Engineering Section.
CID ‡a010653432
DAT 0 ‡b20110802000000.0
DAT 1 ‡a20120815043459.0 ‡b2023-09-10T18:05:01Z
DAT 2 ‡a2023-09-10T17:30:02Z
CAT ‡aSDR-NWU ‡dUNKNOWN ‡lloader.pl-001-001
FMT ‡aBK
HOL ‡0sdr-nwu2654024 ‡aien ‡bSDR ‡cNWU ‡pien.35556021392881 ‡sIEN ‡12654024
974 ‡bIEN ‡cNWU ‡d20230910 ‡sgoogle ‡uien.35556021392881 ‡y1986 ‡ric ‡qbib ‡tUS bib date1 >= 1930