This report is submitted pursuant to a contract dated August 30, 1967, between the Iowa State Highway Commission and Howard, Needles, Tammen & Bergendoff, Consulting Engineers, in connection with studies determining (11,A) alternate pavement designs, and (11,B) criteria for geometric design studies. Included herein is that portion of the report covering Paragraph 11,A, comprising preparation of alternate type pavement designs (Portland Cement and Asphaltic Concrete) for the Cedar Valley Freeway and proposed US-518 from 1-80 to US-30. These alternate pavement designs consider quality and availability of aggregates, soil conditions and traffic information, to determine details and dimensions of pavement design. Comparative cost studies were p...
The current pavement design and selection process of WisDOT for all new pavements or reconstructions...
In the summer of 1952 the Flexible Pavement Design Committee of the Highway Research Board began the...
SPR-2642Until the early 1990s, curling and warping of Portland cement concrete pavement did not conc...
Our recent report on Rational Analysis of Kentucky Flexible Pavement Criterion, November 1968, pre...
757516684Technical report; $b Nov. 2007-Dec. 2008PDFTech ReportFHWA/TX-09/0-6085-1Project 0-6085Pave...
The present pavement selection policy of the Wisconsin Department of Transportation (WisDOT) limits ...
It is imperative in an era of limited budgets for construction and maintenance of streets and highwa...
The Kentucky Department of Highways, in 1946, sought a more systematic criteria and basis for design...
The performance of a pavement depends on the quality of its subgrade and subbase layers; these found...
Several road construction projects involving concrete overlays at the state and county levels in Iow...
The Iowa Dept of Transportation (DOT) currently utilizes the empirically-based American Association ...
Iowa is one of few states with a large number of Portland Cement Concrete (PCC) pavements. Many of t...
Thickness design curves presented in the report provide a systematic methodology for the selection o...
As truck traffic on Iowa secondary roads has increased, engineers have moved to concrete pavements o...
U.S. Transportation Collectionhttps://doi.org/10.5703/12882843171142019PDFTech ReportGetchell, AmySa...
The current pavement design and selection process of WisDOT for all new pavements or reconstructions...
In the summer of 1952 the Flexible Pavement Design Committee of the Highway Research Board began the...
SPR-2642Until the early 1990s, curling and warping of Portland cement concrete pavement did not conc...
Our recent report on Rational Analysis of Kentucky Flexible Pavement Criterion, November 1968, pre...
757516684Technical report; $b Nov. 2007-Dec. 2008PDFTech ReportFHWA/TX-09/0-6085-1Project 0-6085Pave...
The present pavement selection policy of the Wisconsin Department of Transportation (WisDOT) limits ...
It is imperative in an era of limited budgets for construction and maintenance of streets and highwa...
The Kentucky Department of Highways, in 1946, sought a more systematic criteria and basis for design...
The performance of a pavement depends on the quality of its subgrade and subbase layers; these found...
Several road construction projects involving concrete overlays at the state and county levels in Iow...
The Iowa Dept of Transportation (DOT) currently utilizes the empirically-based American Association ...
Iowa is one of few states with a large number of Portland Cement Concrete (PCC) pavements. Many of t...
Thickness design curves presented in the report provide a systematic methodology for the selection o...
As truck traffic on Iowa secondary roads has increased, engineers have moved to concrete pavements o...
U.S. Transportation Collectionhttps://doi.org/10.5703/12882843171142019PDFTech ReportGetchell, AmySa...
The current pavement design and selection process of WisDOT for all new pavements or reconstructions...
In the summer of 1952 the Flexible Pavement Design Committee of the Highway Research Board began the...
SPR-2642Until the early 1990s, curling and warping of Portland cement concrete pavement did not conc...