US Department of Transportation, Federal Highway Administration and Colorado Department of Transportation., BR 0061-083., FHWA-CO-EIS-05-01-F., Description based on online resource; title from PDF cover; (viewed April 2015)
by the US Department of Transportation, Federal Highway Administration and Colorado Department of Transportation., CDOT Project IM 0252-315., FHWA-CO-EIS-05-01-F.
Agencies involved with the creation of this document include: U.S. Department of Transportation, Federal Highway Administration, Federal Transit Administration, Colorado Department of Transportation, Regional Transportation District ; cooperating agency, US Army Corps of Engineers., "December 2009.", "FHWA-CO-EIS-07-01-F.", "Project no. NH 0361-070."-- Back cover., Description based on online resource; title from PDF title page; (viewed January 2013), Includes bibliographical references.
The reuse potential of tire chips as coarse aggregates in pavement concrete was examined in this research by investigating the effects of low- and high-volume tire chips on fresh and hardened concrete properties. One concrete control mixture was designed, which well exceeds CDOT Class P concrete requirements., Rui Liu., "July 2013.", Bibliography: pages 36-38., "Prepared in cooperaton with the U.S. Department of Transportation, Federal Highway Administration.", Report no. CDOT 2013-10., Final report.
by Stephen M. Kalasz ... [et al.] ; prepared for Colorado Department of Transportation, Environmental Programs Branch ; prepared by Centennial Archaeology, Inc., Christian J. Zier, principal investigator., "Transportation Project IM 0252-360, I-25 Railroad Overpass.", Includes bibliographical references (p. 145-164).
This report presents three major aspects that are related to the evaluation of timber bridges with and without repair: i) laboratory testing, ii) finite element modeling, and iii) load ratings. In addition, worked without repair: i) laboratory testing, ii) finite element modeling, and iii) load ratings. In addition, worked examples are provided to demonstrate the implementation of research findings. The first part of the report explores the effectiveness of various retrofit techniques in improving the flexural behavior of structural explores the effectiveness of various retrofit techniques in improving the flexural behavior of structural timber. The second part presents the behavior of a timber bridge strengthened with lag bolts, carbon fiber reinforced polymer (CFRP) sheets, and hollow structural sections (HSS). The third part discusses load ratings for timber bridges repaired with HSS. A mechanics-based rating approach is proposed to holistically rate these bridges before and after the repair., Yail Jimmy Kim., Research brief -- Report., "May 2023.", Performing organization: University of Colorado Denver., Includes bibliographical references (pages 22-26), Report CDOT-2023-06., Online resource; title from PDF cover (viewed December 2023)
Colorado Department of Transportation (CDOT), Region 3 identified the need to prioritize intersection improvements. The study investigated safety, geometric, and operational characteristics of 47 intersections within the Region 3 boundaries, which were submitted by the city, town, or county within each TPR., submitted by Fehr & Peers., Online resource; title from PDF cover, viewed October 2015.
"September 14, 2001.", Description based on online resource; title from PDF cover (viewed May 2013), Project STA, Electronic file lacks Appendix D --Soil boring logs.
editor, Beth Moore ; contributors, David Woodham [and others]., "January 1993.", Produced by the Research Branch of the Division of Transportation Development., Technical Report number: CDOT-DTD-R-93-2., Print version record.
May 2006., "Report No. CDOT-DTD-R- 2006-15."--Cover., "Author(s) David Keen, Robert W. Felsburg."--1st unnumbered page., Mode of access: World Wide Web.
Cold recycling technologies such as Full-Depth Reclamation (FDR) are sustainable and cost-effective techniques for pavement rehabilitation. Previous research has found current mechanistic-empirical (M-E) default values to be non representative and overly conservative, leading to an underestimation of the true performance capabilities of FDR materials. To address this gap, this research analyzes the performance of 11 FDR sites constructed throughout Colorado and compares their long-term performance with M-E predictions., Cristina Torres-Machi, Vishwa Vignan Beesam, Victor Galotti., "July 2020.", Includes bibliographical references pages 52-53., Report No. CDOT-2020-09, Online resource; title from PDF cover (viewed December 2020)
Sponsored by the Colorado Department of Transportation in cooperation with the U.S. Department of Transportation, Federal Highway Administration., "June 2001.", Includes bibliographical references (p. 48-49)., "Report no. CDOT-DTD-R-2001-6.", Mode of access: World Wide Web.
Final report., Cover title., "Sponsored by Colorado Department of Transportation in cooperation with the U.S. Department of Transportation, Federal Highway Administration.", "October 2005.", "Report No. CDOT-DTD-R-2005-17.", Includes bibliographical references., Mode of access: World Wide Web.
