Micropile Systems for Highway Bridges
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Financial Summary |
|
| Contract Amount: | $0.00 |
| Suggested Contribution: | |
| Total Commitments Received: | |
| 100% SP&R Approval: | Approved |
Contact Information |
|||
| Lead Study Contact(s): | Michael Adams | ||
| mike.adams@dot.gov | |||
| Phone: 202-493-3025 | |||
| FHWA Technical Liaison(s): | Michael Adams | ||
| mike.adams@dot.gov | |||
| Phone: 202-493-3025 | |||
Commitments by Organizations
| Organization | Year | Commitments | Technical Contact Name | Funding Contact Name |
|---|---|---|---|---|
| California Department of Transportation | 0 | $0.00 | ||
| Connecticut Department of Transportation | 0 | $0.00 | ||
| Indiana Department of Transportation | 0 | $0.00 | ||
| Montana Department of Transportation | 0 | $0.00 | ||
| New Jersey Department of Transportation | 0 | $0.00 | ||
| New York State Department of Transportation | 0 | $0.00 | ||
| North Carolina Department of Transportation | 0 | $0.00 | ||
| Wyoming Department of Transportation | 0 | $0.00 |
Study Description
Objectives
To develop rational guidelines for using micropile technology to support new and/or existing structures to resist large forces, especially from extreme events such as earthquakes, ships impact and scouring from floods.
Comments
A project with UC Davis was initiated to investigate pile cap reinforcement requirements when inclined micropiles are used. The final report should be available this Spring. (updated: 3/24/04).
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology
Documents
No document attached.
Solicitation Documents
No document attached.
Micropile Systems for Highway Bridges
General Information |
|
| Study Number: | TPF-5(016) |
| Lead Organization: | Federal Highway Administration |
| Solicitation Number: | 14 |
| Partners: | CA, CT, IN, MT, NC, NJ, NY, WY |
| Contractor(s): | Soil and Land Use Technology, Inc. (SaLUT) |
| Status: | Closed |
| Est. Completion Date: | |
| Contract/Other Number: | DTFH61-02-Z-00068 |
| Last Updated: | Jan 12, 2012 |
| Contract End Date: | |
Financial Summary |
|
| Contract Amount: | $0.00 |
| Total Commitments Received: | |
| 100% SP&R Approval: | |
Contact Information |
|||
| Lead Study Contact(s): | Michael Adams | ||
| mike.adams@dot.gov | |||
| Phone: 202-493-3025 | |||
| FHWA Technical Liaison(s): | Michael Adams | ||
| mike.adams@dot.gov | |||
| Phone: 202-493-3025 | |||
Commitments by Organizations
| Organization | Year | Commitments | Technical Contact Name | Funding Contact Name | Contact Number | Email Address |
|---|---|---|---|---|---|---|
| California Department of Transportation | 0 | $0.00 | ||||
| Connecticut Department of Transportation | 0 | $0.00 | ||||
| Indiana Department of Transportation | 0 | $0.00 | ||||
| Montana Department of Transportation | 0 | $0.00 | ||||
| New Jersey Department of Transportation | 0 | $0.00 | ||||
| New York State Department of Transportation | 0 | $0.00 | ||||
| North Carolina Department of Transportation | 0 | $0.00 | ||||
| Wyoming Department of Transportation | 0 | $0.00 |
Study Description
Objectives
To develop rational guidelines for using micropile technology to support new and/or existing structures to resist large forces, especially from extreme events such as earthquakes, ships impact and scouring from floods.
Comments
A project with UC Davis was initiated to investigate pile cap reinforcement requirements when inclined micropiles are used. The final report should be available this Spring. (updated: 3/24/04).
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology
