| Tag |
First Indicator |
Second Indicator |
Subfields |
| LEADER |
00000cam a2200000Ia 4500 |
| 001 |
in00002102003 |
| 005 |
20151102182940.0 |
| 008 |
051122s2004 txua bt s000 0 eng d |
| 035 |
|
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|a (OCoLC)ocm62325111
|
| 040 |
|
|
|a OHDOT
|c OHDOT
|d OHDOT
|d TXA
|d UtOrBLW
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| 049 |
|
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|a TXAM
|
| 088 |
|
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|a FHWA/TX-05/0-4084-P2
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| 090 |
|
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|a HE203
|b .T43 no.0-4084-P2
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| 100 |
1 |
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|a Barricklow, Paul A.
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| 245 |
1 |
0 |
|a Guidelines for using decision sight distance at signalized intersections near vertical curves /
|c by Paul A. Barricklow and Marc S. Jacobson ; performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration.
|
| 264 |
|
1 |
|a College Station, Tex. :
|b Texas Transportation Institute,
|c [2004]
|
| 300 |
|
|
|a ix, 9 pages :
|b illustrations ;
|c 28 cm.
|
| 336 |
|
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|a text
|b txt
|2 rdacontent
|
| 337 |
|
|
|a unmediated
|b n
|2 rdamedia
|
| 338 |
|
|
|a volume
|b nc
|2 rdacarrier
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| 490 |
1 |
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|a Product (Texas Transportation Institute) ;
|v 0-4084-P2
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| 513 |
|
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|a Product.
|
| 500 |
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|a Project title: Countermeasures to reduce crashes at signalized intersections near vertical curves.
|
| 536 |
|
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|a Sponsored by the Texas Dept. of Transportation, Research and Technology Implementation Office,
|f Project 0-4084
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| 500 |
|
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|a "September 2004."
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| 530 |
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|a Also available online; Adobe Acrobat Reader required.
|
| 520 |
3 |
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|a Whereas standard roadway design ensures that stopping sight distance (SSD) is provided at all locations along a roadway, there is no standard established for when decision sight distance (DSD) is needed with respect to traffic signals. A "reduced decision zone" (RDZ) was identified in the research as the location along a roadway with a vertical curve and a traffic signal beyond the curve where SSD is provided but DSD is not. Essentially, motorists within the RDZ are provided with SSD for unexpected stopping but are not provided with the added decision-making and response time that DSD might otherwise provide as they approach the vertical curve and the downstream traffic signal. Contained within this report are techniques for determining whether an RDZ exists along an existing roadway or has the potential to exist in a proposed design. It is suggested that intersections not be located within the RDZ.
|
| 504 |
|
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|a Includes bibliographical references (page 9).
|b 2
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| 500 |
|
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|a "Product 0-4084-P2."
|
| 500 |
|
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|a "FHWA/TX-05/0-4084-P2"--[Technical rept. documentation p.]
|
| 650 |
|
0 |
|a Roads
|x Interchanges and intersections
|x Design and construction.
|
| 650 |
|
0 |
|a Roads
|x Visibility.
|
| 650 |
|
0 |
|a Traffic signs and signals.
|
| 700 |
1 |
|
|a Jacobson, Marc S.,
|c P.E.
|
| 710 |
2 |
|
|a Texas Transportation Institute.
|
| 710 |
1 |
|
|a Texas.
|b Department of Transportation.
|
| 710 |
1 |
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|a United States.
|b Federal Highway Administration.
|
| 740 |
0 |
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|a Countermeasures to reduce crashes at signalized intersections near vertical curves.
|
| 830 |
|
0 |
|a Research report (Austin, Tex.) ;
|v 0-4084-P2.
|
| 856 |
4 |
1 |
|a http://tti.tamu.edu/documents/0-4084-P2.pdf
|z Connect to title (Online)
|t 0
|
| 994 |
|
|
|a C0
|b TXA
|
| 948 |
|
|
|a cataloged
|b h
|c 2006/1/19
|d c
|e blrosas
|f 8:43:03 am
|
| 999 |
|
|
|a MARS
|
| 999 |
f |
f |
|s bb33b9b6-b803-3d79-9aa0-6255e2e14691
|i 67c1090e-0c23-378c-98b5-d227d9d11fe3
|t 0
|
| 952 |
f |
f |
|p ric
|a Texas A&M University
|b Rellis Campus
|c Joint Library Facility
|d Remote Storage
|t 0
|e HE203 .T43 no.0-4084-P2
|h Library of Congress classification
|i unmediated -- volume
|m A14833482424
|
| 998 |
f |
f |
|a HE203 .T43 no.0-4084-P2
|t 0
|l Remote Storage
|