Financial Summary |
|
Contract Amount: | $0.00 |
Suggested Contribution: | |
Total Commitments Received: | |
100% SP&R Approval: | Not Requested |
Contact Information |
|||
Lead Study Contact(s): | Al DiMillio | ||
Phone: 202- 493-3035 | |||
FHWA Technical Liaison(s): | Al DiMillio | ||
Phone: 202- 493-3035 |
Organization | Year | Commitments | Technical Contact Name | Funding Contact Name |
---|---|---|---|---|
Cold Region Research and Engineering Laboratory | 2000 | $0.00 | ||
Maine Department of Transportation | 2000 | $0.00 | ||
New Hampshire Department of Transportation | 2000 | $0.00 | ||
New York State Department of Transportation | 2000 | $0.00 | ||
Vermont Agency of Transportation | 2000 | $0.00 |
This project will explore the effectiveness of a geocomposite capillary barrier drain to 1) divert infiltrating water from reaching pavement subgrades and 2) prevent the upward capillary flow of water into pavement base courses during freezing. This effort is directed at reducing the total amount of water and length of time that water persists in unbound base courses and in reducing the total amount of water in subgrades.
Subjects: Pavement Design, Management, and Performance Soils, Geology, and Foundations
No document attached.
General Information |
|
Study Number: | SPR-2(206) |
Lead Organization: | Federal Highway Administration |
Contract Start Date: | May 01, 2000 |
Solicitation Number: | 107 |
Partners: | Cold Region Research and Engineering Laboratory, ME, NHDOT, NY, VT |
Contractor(s): | Cold Region Research and Engineering Laboratory |
Status: | Closed |
Est. Completion Date: | |
Contract/Other Number: | |
Last Updated: | Aug 05, 2009 |
Contract End Date: | May 31, 2003 |
Financial Summary |
|
Contract Amount: | $0.00 |
Total Commitments Received: | |
100% SP&R Approval: |
Contact Information |
|||
Lead Study Contact(s): | Al DiMillio | ||
Phone: 202- 493-3035 | |||
FHWA Technical Liaison(s): | Al DiMillio | ||
Phone: 202- 493-3035 |
Organization | Year | Commitments | Technical Contact Name | Funding Contact Name | Contact Number | Email Address |
---|---|---|---|---|---|---|
Cold Region Research and Engineering Laboratory | 2000 | $0.00 | ||||
Maine Department of Transportation | 2000 | $0.00 | ||||
New Hampshire Department of Transportation | 2000 | $0.00 | ||||
New York State Department of Transportation | 2000 | $0.00 | ||||
Vermont Agency of Transportation | 2000 | $0.00 |
This project will explore the effectiveness of a geocomposite capillary barrier drain to 1) divert infiltrating water from reaching pavement subgrades and 2) prevent the upward capillary flow of water into pavement base courses during freezing. This effort is directed at reducing the total amount of water and length of time that water persists in unbound base courses and in reducing the total amount of water in subgrades.
Subjects: Pavement Design, Management, and Performance Soils, Geology, and Foundations
Title | File/Link | Type | Private |
---|---|---|---|
Geocomposite capillary barrier drain for unsaturated drainage of pavements | geocomposite_paper.pdf | TPF Study Documentation | Public |
Geocomposite Capillary Barrier Drain for Limiting Moisture Changes in Pavement Subgrades and Bases - Draft Final Report (April 2002) | draft_final_report_04-2002.pdf | TPF Study Documentation | Public |