Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Jason Provines"'
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2676:767-778
One common method for removing deteriorated coatings from steel bridges is abrasive blast cleaning. Although effective, abrasive blast cleaning can be hazardous to operators and must be conducted using expensive containment. One innovative solution t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4a61e47ee4a9403b0f475031b7fde62
https://doi.org/10.1177/03611981211070550
https://doi.org/10.1177/03611981211070550
Autor:
Jason Provines, Haddis Abebe
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2675:1611-1620
The purpose of this study was to conduct slip coefficient testing of bolted connections made from ASTM A709 Grade 50CR steel to determine how they fit into the current AASHTO LRFD Bridge Design Specifications surface condition classifications. At thi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2259633927794b40ce339f28afb09acd
https://doi.org/10.1177/03611981211008890
https://doi.org/10.1177/03611981211008890
Autor:
Jason Provines, Matthew H. Hebdon
Publikováno v:
Journal of Performance of Constructed Facilities. 34
ASTM A1010 (A709 Gr50CR) is a dual-phase stainless steel that is gaining popularity in the US bridge market due to its corrosion resistance and potential for life cycle cost savings. Severa...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a0934880f7abb25e3ead881434e2423
https://doi.org/10.1061/(asce)cf.1943-5509.0001498
https://doi.org/10.1061/(asce)cf.1943-5509.0001498
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2672:68-76
This study documents the construction of the Waynesboro Route 340 Bridge with low-maintenance corrosion resistant steel girders, cross-frames, and stainless steel bolts. This includes documenting the fabrication of the ASTM A1010 steel plate, girder
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e3d2bf284be84eb9aef9e671e98f93c
https://doi.org/10.1177/0361198118773888
https://doi.org/10.1177/0361198118773888
Publikováno v:
Journal of Bridge Engineering. 24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf5b25e9fcdc87e0d42cd6d2f32c34a2
https://doi.org/10.1061/(asce)be.1943-5592.0001452
https://doi.org/10.1061/(asce)be.1943-5592.0001452
Publikováno v:
Journal of Bridge Engineering. 21
This paper presents a new methodology for determining bridge inspection intervals and procedures. The methodology was developed using established risk-based methodologies with the goals of improving bridge safety and serviceability and optimizing the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d46b1b17bba6308098c6a0bf6fe6c48
https://doi.org/10.1061/(asce)be.1943-5592.0000818
https://doi.org/10.1061/(asce)be.1943-5592.0000818
Publikováno v:
Journal of Bridge Engineering. 19
Many state and county highway agencies are often forced to develop innovative and economical replacement strategies for deteriorated bridges. One such option is to use a retired railroad flatcar (RRFC) for a bridge superstructure. Many states have fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e982a2c776ae2d6be3f0b3e20089be1
https://doi.org/10.1061/(asce)be.1943-5592.0000554
https://doi.org/10.1061/(asce)be.1943-5592.0000554
Publikováno v:
Journal of Bridge Engineering. 19
Because of budget constraints, many state and county highway agencies are often forced to develop innovative and economical replacement strategies for deteriorated bridges. One such option is to use a retired railroad flatcar (RRFC) for a bridge supe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9dae1cdb176597e978e072c999860da
https://doi.org/10.1061/(asce)be.1943-5592.0000555
https://doi.org/10.1061/(asce)be.1943-5592.0000555