Subbase and subgrade performance investigation and design guidelines for concrete pavement.

Details

• Alternative Title:
  Project title: Alternatives to asphalt concrete pavement subbases for concrete pavement
• Creators:
  Jung, Youn su ; Zollinger, Dan G. ; Cho, Byoung Hooi ; Won, Moon ; Wimsatt, Andrew J.
• Corporate Creators:
  Texas Transportation Institute
• Corporate Contributors:
  Texas. Dept. of Transportation. Research and Technology Implementation Office ; United States. Federal Highway Administration
• Subject/TRT Terms:
  Concrete Pavements Erosion Pavements, Asphalt Concrete--Texas--Evaluation Pavements--Texas--Evaluation Subbase (Pavements) Subgrade (Pavements)
• Publication/ Report Number:
  FHWA/TX-12/0-6037-2
• Resource Type:
  Tech Report
• Geographical Coverage:
  Texas
• Edition:
  Technical report; Sept. 2007-Sept. 2009.
• Corporate Publisher:
  Texas Transportation Institute
• Abstract:
  The main issue associated with this research is if cheaper alternatives can be configured for subbase
  
  construction. Subbase layers have certain functions that need to be fulfilled in order to assure adequate pavement
  
  performance. One key aspect is resistance to erosion, and assessment of each of these functions relative to different
  
  alternatives is key to understanding the capability of different alternatives to perform adequately. In this respect, this
  
  project was poised to examine the design assumptions associated with each alternative and provide design
  
  recommendations accordingly to include test methods and material specifications.
  
  This report describes some of the work accomplished by summarizing data on subbase performance and
  
  testing relative to concrete pavement subbase and subgrade erosion but mainly addresses guidelines for concrete
  
  pavement subbase design. Findings from field investigations are discussed to identify factors associated with erosion.
  
  An approach to mechanistically consider the erosion process was introduced and review of current design procedures
  
  was conducted to reveal how they address erosion. This review was extended to include erosion models described in
  
  the literature as a means to shed light on the relationship between measurable material properties and performance.
  
  Additionally, past and current design procedures relative to erosion were reviewed in terms of test methods,
  
  erosion models, and their utility to characterize subbase materials with respect to erosion resistance. With this
  
  information, a new test configuration was devised that uses a rapid tri-axial test and a Hamburg wheel-tracking device
  
  for evaluating erodibility with respect to the subbase type and degree of stabilization (cement content). Test devices,
  
  procedures, and results are explained and summarized for application in mechanistic design processes. A proposed
  
  erosion model was validated by comparing erosion predictions to erosion results. Several computer program analyses
  
  were conducted to assess the design and performance implications of different subbases alternatives. Guidelines are
  
  p rovided to promote economical and sustainable design of concrete pavement subbases.
  
  
• Format:
  PDF
• Funding:
  Project 0-6037
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha256:0cd5778923aa1fb6ca973bbf053d9331f895bfde38c7e4377ae77c773d602475
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/24174/dot_24174_DS1.pdf
• File Type:
  [PDF - 3.97 MB ]