Zobrazeno 1 - 10
of 47
pro vyhledávání: '"Michael M Sprinkel"'
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2642:46-54
The Lord Delaware and Eltham Bridges carry traffic on US-33 over the Mattaponi and Pamunkee Rivers in Virginia. Completed in 2006 and 2007, respectively, the bridges are similar in that they have prestressed, precast tee-beam approach spans and two f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a08566932d1dfd0d03a3d4c3154d70a
https://doi.org/10.3141/2642-06
https://doi.org/10.3141/2642-06
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2629:83-90
Cracking continues to be the number one concern about bridge deck construction. Rarely is a deck without cracks constructed. Transverse cracking mainly attributable to drying shrinkage is common in bridge decks and has been observed in many bridge de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e0c80e25646b53aee81e504f3bfa81d
https://doi.org/10.3141/2629-11
https://doi.org/10.3141/2629-11
Autor:
Michael M. Sprinkel
Publikováno v:
International Congress on Polymers in Concrete (ICPIC 2018) ISBN: 9783319781747
Polymer concrete has been used for bridge preservation for more than 50 years. Latex-modified concrete overlays, developed in the 1960s, are used to extend the service life of bridge decks by providing improved adhesion and reduced permeability. In t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c51e78bf135f1e3b0d72a51849a7b7d7
https://doi.org/10.1007/978-3-319-78175-4_2
https://doi.org/10.1007/978-3-319-78175-4_2
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2481:100-106
High-friction surface (HFS) treatments entail an application of epoxy and aggregate to roadway surfaces to provide a high degree of skid resistance. These treatments may be particularly effective in cases in which demand for tire–pavement friction
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b0633711c9c0890e9a2d529f05ea1e64
https://doi.org/10.3141/2481-13
https://doi.org/10.3141/2481-13
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2150:119-128
On April 6, 2009, a 3-ft × 3-ft section of a closure pour in a reinforced concrete deck on Interstate 81 punched through. The deck had been cast in 1992 during a deck replacement project in which each lane and shoulder of the deck was replaced while
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae9dbc760c166c1d5a809e7afde94fe1
https://doi.org/10.3141/2150-15
https://doi.org/10.3141/2150-15
Autor:
Michael M Sprinkel
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2113:47-52
The overall experience with latex-modified concrete (LMC) overlays constructed with Types I–II, III, and K cements and rapid set cement continues to be good. The most frequent problem with LMC since the late 1990s has been the high incidence of LMC
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b9756db3de9df871db23ba44a856db6
https://doi.org/10.3141/2113-06
https://doi.org/10.3141/2113-06
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2005:3-10
Concrete overlays were placed on continuously reinforced concrete (CRC) pavement sections of I-295 near Richmond, Virginia, and I-85 near Petersburg, Virginia. A 2-in. bonded portland cement concrete overlay on I-295 was placed to prevent spalling at
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ca5472f692adba30db61dd4b653a782
https://doi.org/10.3141/2005-01
https://doi.org/10.3141/2005-01
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1834:33-39
Shrinkage performance was examined of Virginia Department of Transportation-approved latex-modified and microsilica concrete overlay mixtures. Research was conducted on both field-sampled and laboratory-fabricated restrained and unrestrained specimen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8045548ce8794a7145e8e7616dcea2ed
https://doi.org/10.3141/1834-05
https://doi.org/10.3141/1834-05
Publikováno v:
Cement and Concrete Research. 32:1943-1960
A statistical model to determine the time to first repair and subsequent rehabilitation of concrete bridge decks exposed to chloride deicer salts that incorporates the statistical nature of factors affecting the corrosion process is developed. The mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5fb04e11921abcad93cd7297d807f9d1
https://doi.org/10.1016/s0008-8846(02)00905-5
https://doi.org/10.1016/s0008-8846(02)00905-5
Publikováno v:
Cement and Concrete Research. 32:1189-1197
A model was developed to determine the time to first repair and to subsequently rehabilitate concrete bridge decks exposed to chloride deicer salts. Said model incorporates the statistical nature of factors affecting the corrosion process. The time t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef7ae2b19ad102db9bf0514813595f95
https://doi.org/10.1016/s0008-8846(02)00760-3
https://doi.org/10.1016/s0008-8846(02)00760-3