Hosteng, T. K., & Phares, B. M. (2016). Economic impact of multi-span, prestressed concrete girder bridges designed as simple span versus continuous span : tech transfer summary. Midwest Transportation Center. https://rosap.ntl.bts.gov/view/dot/31355
Hosteng, Travis K. and Brent M. Phares. Economic impact of multi-span, prestressed concrete girder bridges designed as simple span versus continuous span : tech transfer summary. Midwest Transportation Center, 2016. https://rosap.ntl.bts.gov/view/dot/31355.
Hosteng, Travis K., and Brent M. Phares Economic impact of multi-span, prestressed concrete girder bridges designed as simple span versus continuous span : tech transfer summary. Midwest Transportation Center, 2016, ROSA P. https://rosap.ntl.bts.gov/view/dot/31355.
The objective of this study was to determine the economic impact of
;
designing pre-tensioned prestressed concrete beam (PPCB) bridges
;
utilizing the continuity developed in the bridge deck as opposed to the
;
current Iowa Department of Transportation (DOT) method of utilizing
;
standardized spans treated as simply supported.
Hosteng, T. K., & Phares, B. M. (2016). Economic impact of multi-span, prestressed concrete girder bridges designed as simple span versus continuous span : tech transfer summary. Midwest Transportation Center. https://rosap.ntl.bts.gov/view/dot/31355
Hosteng, Travis K. and Brent M. Phares. Economic impact of multi-span, prestressed concrete girder bridges designed as simple span versus continuous span : tech transfer summary. Midwest Transportation Center, 2016. https://rosap.ntl.bts.gov/view/dot/31355.
Hosteng, Travis K., and Brent M. Phares Economic impact of multi-span, prestressed concrete girder bridges designed as simple span versus continuous span : tech transfer summary. Midwest Transportation Center, 2016, ROSA P. https://rosap.ntl.bts.gov/view/dot/31355.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.