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Scour around bridge piers in Oklahoma streams (FHWA-87-2) 2150
(1987-3)
This study consisted of a hydrographic survey and determined maximum scour
around the piers at eighteen selected bridges on the Cimarron, Arkansas, and Caney
Rivers. The survey was performed soon after the 50- to I ...
Evaluation of causes of excessive settlements of pavements behind bridge abutments and their remedies - phase I progress report no. 1 (84-12-2)
(1986-1)
Bridge approach settlement problem is quite extensive in the
U.S.A. This problem has been investigated since early 1960s, but
no satisfactory solution has been achieved. A comprehensive
literature search has been carried ...
Evaluation of ice warning systems (FHWA-OK-88-03) 2145
(1988-10)
Two i.ce warning systems were installed on the Interstate hi.ghway
system in the Oklahoma City area. A Boschtmg Canpany, Inc. Ice Early
Warning System was installed on three elevated structures or bridges. A
Surface ...
Fatigue damage to steel bridge diaphragms (FHWA-OK-89-10) 2156
(1989-12)
The cause of diaphragm cracking on an interstate highway bridge was investigated. The investigation consisted of load-testing the bridge, performing a computeraided analysis of the bridge superstructure and specific ...
Windpower demonstration project - final report (FHWA-84-6) 2412
(1984-6)
A windpower demonstration program was carried out to assess the potential of windpower energy for highway uses in Oklahoma. A secondary purpose of the program was to provide information for the public on the use of windpower ...
Performance of plastic striping tape (FHWA-OK-86-3) 2718
(1986-4)
Standard thermoplastic traffic marking str ipe was compared
with 3M "STAMARK" Brand 5730 plastic marking tape. Both
products were placed on two new PCC pavement projects and
evaluated over two years.
The "STAMARK" was ...
Cathodic protection for reinforced concrete bridge decks (83-08-1)
(1983-1)
The Oklahoma Department of Transportation contracted
the installation of two cathodic protection systems as part
of the Federal Highway Administration's Demonstration
Project No. 34, "Cathodic Protection for Reinforced ...
Evaluation of oklahoma pavement design procedures - final report (84-60)
(1985-4)
This report covers the results of Phases II and lII of the research project. Based upon
the findings of this study, recornmendations were made for possible improvement of
the currently used design and management procedures. ...
Dense graded rubber mixtures and chemkrete (81-09-1)
(1984-1)
This report discusses the application of three ground
rubber additives and a chemical additive as ingredients in
dense graded asphalt concrete (AC) overlays. A two inch layer
of Type C dense graded AC vith fabric reinforcement ...