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Texas. Dept. of Transportation
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1

Left-turn lane design and operation:

Guo, Lei ; Guo, Chenyan ; Azimi, Mehdi...
Also available online..  , 2008
Link: http://hdl.handle.net/20..
 
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2

Empirical, dimensionless, cumulative-rainfall hyetographs d..:

Williams-Sether, Tara ; Texas. Dept. of Transportation ; Geological Survey (U.S.)
Also available via Internet from the USGS web site. Address as of 3/10/05: http://water.usgs.gov/pubs/sir/2004/5075/pdf/sir2004-5075.pdf; current access is available via PURL..  , 2004
Link: http://hdl.handle.net/20..
 
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3

Atlas of interoccurrence intervals for selected thresholds ..:

Asquith, William H ; Roussel, Meghan C ; Geological Survey (U.S.).
Also available via Internet at the USGS web site. Address as of 12/29/04: http://water.usgs.gov/pubs/wri/wri03-4281/pdf/wri03-4281.pdf; current access available via PURL..  , 2003
Link: http://hdl.handle.net/20..
 
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4

Regional equations for estimating mean annual and mean seas..:

Lanning-Rush, Jennifer ; Texas. Dept. of Transportation ; Geological Survey (U.S.)
http://hdl.handle.net/2027/mdp.39015049374062.  , 2000
Link: http://hdl.handle.net/20..
 
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5

Areal-reduction factors for the precipitation of the 1-day ..:

Asquith, William H ; Geological Survey (U.S.) ; Texas. Dept. of Transportation
http://hdl.handle.net/2027/mdp.39015048151495.  , 1999
Link: http://hdl.handle.net/20..
 
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6

Site-specific estimation of peak-streamflow frequency using..:

Asquith, William H ; Slade, R. M ; Geological Survey (U.S.).
Also available on the Internet..  , 1999
Link: http://hdl.handle.net/20..
 
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7

Extreme precipitation depths for Texas, excluding the Trans..:

Lanning-Rush, Jennifer ; Slade, R. M ; Asquith, William H.
http://hdl.handle.net/2027/mdp.39015046520741.  , 1998
Link: http://hdl.handle.net/20..
 
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8

Regional equations for estimation of peak-streamflow freque..:

Asquith, William H ; Slade, R. M ; Geological Survey (U.S.).
http://hdl.handle.net/2027/mdp.39015038844968.  , 1997
Link: http://hdl.handle.net/20..
 
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9

Techniques to estimate generalized skew coefficients of ann..:

Judd, Linda J ; Slade, R. M ; Asquith, William H..
http://hdl.handle.net/2027/mdp.39015035231193.  , 1996
Link: http://hdl.handle.net/20..
 
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10

Documented and potential extreme peak discharges and relati..:

Asquith, William H ; Slade, R. M ; Texas. Dept. of Transportation
http://hdl.handle.net/2027/mdp.39015055738077.  , 1995
Link: http://hdl.handle.net/20..
 
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11

Polymer impregnation of new concrete bridge decks:

Kennedy, Temple R ; Texas. Dept. of Highways and Public Transportation ; United States. Federal Highway Administration
http://hdl.handle.net/2027/uc1.31210024762187.  , 1978
Link: http://hdl.handle.net/20..
 
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12

Summary report from Workshop on Two-Dimensional Mathematica..:

Masch, Frank D ; Water Resources Engineers ; Texas. Dept. of Highways and Public Transportation.
http://hdl.handle.net/2027/uc1.31210024821199.  , 1977
Link: http://hdl.handle.net/20..
 
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13

The Ninth National Conference on Rural Public Transportatio:

Technology Sharing Program (U.S.) ; United States. Urban Mass Transportation Administration. Office of Technical Assistance and Safety ; Texas. State Dept. of Highways and Public Transportation.
http://hdl.handle.net/2027/ien.35556020257325.  , 1991
Link: http://hdl.handle.net/20..
 
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14

Evaluation of Arlington, Texas, diamond interchange strateg:

Chaudhary, Nadeem A ; Messer, Carroll J ; Texas. State Dept. of Highways and Public Transportation.
http://hdl.handle.net/2027/ien.35556021514286.  , 1989
Link: http://hdl.handle.net/20..
 
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15

Planning guidelines for suburban transit services : final r..:

Washington, Earl J ; Stokes, Robert W ; Texas. State Dept. of Highways and Public Transportation.
http://hdl.handle.net/2027/mdp.39015029148973.  , 1988
Link: http://hdl.handle.net/20..
 
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