Browsing Research Highlighters and Reports - ODOT Office of Research & Implementation by Title
Now showing items 163-182 of 372
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Experimental products and equipment for highway construction and maintenance annual report January 1993 (FHWA-OK-93-01) 2700
(1993-6)The performance of a generic silane penetrating water repellent material was evaluated using alternate test procedures . Field variables introduced into the laboratory tests included: 1) concrete mix design, 2) concret~ ... -
Experimental products and equipment for highway construction and maintenance Jan 1992 (FHWA-OK-92-01) 2700
(1992-1)THIS PUBLICATION CONSTITUTES A LISTING OF EXPERIMENTAL PRODUCTS AND EQUIPMENT THAT ARE BEING CONSIDERED OR EVALUATED BY THE OKLAHOMA DEPARTMENT OF TRANSPORTATION, OTHER TRANSPORTATION DEPARTMENTS, OR OTHER AGENCIES. THE ... -
Experimental products and evaluation program annual report February 1996 (FHWA-OK-96-03) 2700
(1996-2)This publication consists of a listing of experimental products that are being or have been evaluated by the Oklahoma Department of Transportation (ODOT), or other transportation agencies. The listing is continuously updated ... -
Experimental products evaluation program - annual report April 1998 (FHWA-OK-98-01) 2700
(1998-4)This publication consists of a listing of experimental products that are being or have been evaluated by the Oklahoma Department of Transportation (ODOT) or other transportation agencies. This listing is continuously updated ... -
Experimental products evaluation program - annual report July 1997 (FHWA-OK-97-07) 2700
(1997-7)This publication consists of a listing of experimental products that are being, or have been, evaluated by The Oklahoma Department of Transportation, or other transportation agencies. The listing is continuously updated ... -
Experimental products evaluation program annual report February 2000 (FHWA-OK-00-02)
(2000-2)This publication consists of a listing of experimental products that are being or have been evaluated by Th Oklahoma Department of Transportation (ODOn, or other transportation agencies. This listing is continuously updated ... -
Experimental Products Evaluation Program Annual Report February 2003 (FHWA-OK-03-03 2700)
(2003-2)This publication consists of a listing of experimental products that are being or have been evaluated by Th Oklahoma Departme nt of Transportation (ODOT), or other transportation agencies. This listing is continuously ... -
Experimental Products Evaluation Program Annual Report February 2004 (FHWA-OK-04-01 2700)
(2004-2)This publication consists of a listing of experimental products that are being or have been evaluated by The Oklahoma Department of Transportation (ODOT), or other transportation agencies. This listing is continuously ... -
Experimental Products Evaluation Program Annual Report February 2005 (FHWA-OK-05-01 2700)
(2005-2)This publication consists of a listing of experimental products that are being or have been evaluated by The Oklahoma Department of Transportation (COOT) or other transportation agencies. This listing is continuously updated ... -
Experimental products evaluation program annual report June 1999 (FHWA-OK-99-01)
(1999-1)This publication consists of a listing of experimental products that are being or have been evaluated by Th?? Oklahoma Department of Transportation (ODOT), or other transportation agencies. This listing is continuously ... -
Experimental Products Evaluation Program: Annual Report (FHWA-OK 06(01) 2700)
(2006-4)The publication consists of a listing of experimental products that are being or have been evaluated by The Oklahoma Department of Transportation (ODOT) or other transportation agencies. The listing is continuously updated ... -
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 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 ... -
Expert systems applications for ODOT (FHWA-OK-91-09)
(1991-7)Expert systems are "intelligent" computer programs which have the capabilities of reasoning, learning, and simulating human sensory capabilities. Solutions to many problems in transportation engineering which are not well ... -
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 ... -
Fanwall noise barrier wall construction report (FHWA-93-03) 2728
(1993-3)The Oklahoma Department of Transportation (ODOT) has completed a 295.97 foot long section of FANWALL Noise Barrier Wall. The experimental FANW ALL was part of Project I R-240-1 (338)000. FANWALL is a proprietary product ... -
Fatigue assessment of bridge members based on in-service stresses - final report (FHWA-OK-97-06) 2196
(1997-7)This report summarizes research activities which are described in detail in interim reports entitled "Field Tests, Analyses, and Laboratory Tests" [Zwerneman et al., 1996], and "Data Acquisition System for Strain Measurements" ... -
Fatigue Assessment of Bridge Members Based on In-Service Stresses interim report no. 1 August 1996 (FHWA-OK-95-07) 2196
(1996-8)Construction problems involving poor welding practice occurred during widening of the U.S. 69 bridge over the South Canadian River. As a result of these problems, cc>ncerns developed regarding the remaining fatigue life ... -
Fatigue assessment of bridge members based on in-service stresses interim report no. 2 - data acquisition system for strain measurements (FHWA-OK-97-05) 2196
(1997-6)When a bridge is designed, conservative assumptions are made with regard to load distribution and structural continuity. Simple support is assumed when rotational restraint exists, deck girders are assumed noncomposite ... -
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 ...