Browsing OU - Oklahoma Transportation Resources / Oklahoma Transportation Library by Issue Date
Now showing items 81-100 of 372
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Stabilization of Oklahoma shales field implementation phases
(1984-9)The improvement of U.S. 77 north of Ponca City, Oklahoma, into a four-lane divided highway involves the use of expansive clay as a subgrade material. To stabilize it, Portland cement, fly ash, lime and their conjunctive ... -
Cathodic protection for reinforced concrete bridge decks volume II - supplemental report (83-08-1)
(1985-12)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. ... -
Evaluation of Oklahoma pavement design procedures (FHWA-OK-85-01)
(1985-8)This report covers the results of Phases II and III of the research project. Based upon the findings of this study, recommendations were made for possible improvement of the currently used design and management procedures. ... -
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 dynamic compaction in Tulsa, Oklahoma (FHWA-OK-86-3) 2141
(1986-1)This report describes the installation and monitoring of three test sections to evaluate dynamic compaction as it was applied as a foundation treatment for the approach fills of an interchange on the Gilcrease Expressway ... -
Experimental products and equipment for highway construction and maintenance (FHWA-OK-86-02) 2700
(1986-1)This is a listing pertaining to the status of the research evaluation of products and equipment which may possibly be used in highway construction or maintenance by the Oklahoma Department of Transportation. Products and ... -
Micro surfacing with latex modified emulsion (FHWA-OK-86-7) 2416
(1986-11)This is the final report for the use of emulsified asphalt in a relatively new process called "Ralumac Micro Surfacing". This process was developed in Germany and was first used in the United States in late 1980. In ... -
Silane chemical protection of bridge decks (FHWA-OK-86-4) 2709
(1986-12)This report describes the performance of chemical alkyltrialkoxysilane products and their ability to protect bridge structures from moisture, chloride ingr??ssion, and corrosion of reinforcing steel. As a result of the ... -
Precoated membranes (82-04-1)
(1986-3)This report describes the installation and performance evaluations of precoated membranes in Oklahoma. The report is presented in four separate sections and dsecribes the performance of Bituthene, Polyguard, Protecto Wrap ... -
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 ... -
Experimental study of two prestressed steel beam-concrete slab bridge units (FHWA-OK-6)
(1986-8)The behavior of two 55 ft. long prestressed, composite steel beam concrete slab bridge units was studied. The type of unit tested is currently used in county road bridge construction, where the use of prefabricated units ... -
Experimental investigation of skewed elastomeric expansion bridge bearings (FHWA-OK-86-5)
(1986-8)Twelve skewed elastomeric expansion bridge bearings were supplied by the Oklahoma Department of Transportation. To evaluate the performance of these skewed bearings, the following six phases of testing were conducted on ... -
Experimental products and equipment for highway construction and maintenance annual report January 1987 (FHWA-OK-87-02) 2700
(1987-1)This is a l isting pertaining to the status of the research evaluation of products and equipment which may possibly be used in highway construction or maintenance by the Oklahoma Department of Transportation. Products ... -
Oklahoma pavement management system phase I - development of specifications (87-09)
(1987-12)This report documents the first phase of the development of the Oklahoma Department of Transportation's (ODOT) pavement management system. Although much as been written on the pavement management process, little literature ... -
Fabric form with cement fly ash mixture for erosion and sediment control (FHWA-OK-87-8) 2114
(1987-12)A study was c on duc t ed in Ok l ahoma in 1 98 3 t o det ermine the p erformanc e o f f abr i c form mats fi l led with different prop o r t i ons o f f ly ash c ement grout mixtures . They were used to r epair a 2 8 ... -
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 ... -
Experimental investigation of skewed elastomeric expansion bridge bearings (FHWA-OK-87-3)
(1987-4)Twelve skewed elastomeric expansion bridge bearings were supplied by the Oklahoma Department of Transportation. To evaluate the performance of these skewed bearings, the following six phases of testing were conducted on ... -
Experimental study of two prestressed steel beam-concrete slab bridge units (FHWA-OK-87-1)
(1987-5)The behavior of two 55 ft. long prestressed, composite steel beamconcrete slab bridge units was studied. The type of unit tested is currently used in county road bridge construction, where the use of prefabricated units ...