TPF Studies>>>Detailed View | |
| Study Number: | TPF-5(183) |
| Status: | Cleared by FHWA |
| Title: | Improving the Foundation Layers for Concrete Pavements |
| Contract/Other Number: | |
| Sponsoring Agency: | Iowa Department of Transportation |
| Lead Agency: | Iowa Department of Transportation |
| Lead Agency Contact: | Carol Culver (carol.culver@dot.iowa.gov) Phone: 515-239-1208 Fax: 515-239-1766 |
| FHWA Technical Liaison: | James Sherwood (Jim.Sherwood@fhwa.dot.gov) |
| Study Partners: | CA, IA, MI, PA, WI |
| Contract Amount: | $700,000 |
| Commitments Received: | $770,000 |
| 100% SP&R Approval: | Approved |
| Background: | Quality pavement foundation layers are essential to achieving excellent pavement performance. In recent years as truck traffic has greatly increased, the foundation layers have become even more critical to successful pavement performance. Unfortunately, there are still many pavement failures in the U.S. related to inadequate subbase, natural subgrade, and embankment (commonly referred to as foundation layers or roadbed). Factors that contribute to pavement foundation problems are believed to be poor construction practices, ineffective QC/QA testing methods and sampling plans, material variability and unpredictable long-term material behavior, poor verification of material properties during construction, insufficient development of performance-related specifications, and low capital investment in the foundation layers. |
| Objectives: | The objective of this research is to improve the construction methods, economic analysis and selection of materials, in-situ testing and evaluation, and development of performance-related specifications for the pavement foundation layers. The outcome of this study will be conclusive findings that make pavement foundations more durable, uniform, constructible, and economical. Although the focus of this research will be PCC concrete pavement foundations, the results will likely have applicability to ACC pavement foundations and, potentially, unpaved roads. All aspects of the foundation layers will be investigated including thickness, material properties, permeability, modulus/stiffness, strength, volumetric stability and durability. |
| Scope of Work: | All aspects of the foundation layers will be investigated including thickness, material properties, permeability, modulus/stiffness, strength, volumetric stability and durability. Forensic and in-situ testing plans will be conceived to incorporate measurements using existing and emerging technologies (e.g. intelligent compaction) to evaluate performance related parameters as opposed to just index or indirectly related parameter values. Field investigations will be conducted in each participating state. The results of the study will be compatible with each state¿s pavement design methodology and capable for use with the Mechanistic-Empirical Pavement Design Guide (MEPDG). Evaluating pavement foundation design input parameters at each site will provide a link between what is actually constructed and what is assumed during design. There are many inputs to the pavement design related to foundation layers and this project will provide improved guidelines for each of these. The study will benefit greatly from maximizing the wide range of field conditions possible within the framework of a pooled fund study. |
| Comments: | $35,000 per year for 5 years = $175,000 total commitment per state. The project can begin once five states have committed. In addition, the National CP Tech Center, through its cooperative agreement with the FHWA, will support the project with up to one million dollars of funding. |
| Study Documents: | Quarterly Report: March 31, 2010 |
| Type: Quarterly Progress Report | |
| Quarterly Report: December 31, 2009 | |
| Type: Quarterly Progress Report | |
| Acceptance Memo | |
| Type: Memorandum | |
| Quarterly Report: September 30, 2009 | |
| Type: Quarterly Progress Report | |
| Proposal | |
| Type: Request for Proposals | |
| .................... .................... .................... .................... .................... .................... .................... .................... | |
Copyright statement and legal notices
Please send comments, suggestions, and queries to the Webmaster.