Financial Summary |
|
| Contract Amount: | $0.00 |
| Total Commitments Received: | |
| 100% SP&R Approval: | Approved |
Contact Information |
|||
| Lead Study Contact(s): | Kornel Kerenyi | ||
| kornel.kerenyi@dot.gov | |||
| Phone: 202-493-3142 | |||
| FHWA Technical Liaison(s): | Kornel Kerenyi | ||
| kornel.kerenyi@dot.gov | |||
| Phone: 202-493-3142 | |||
| Organization | Year | Commitments | Technical Contact Name | Funding Contact Name | Contact Number | Email Address |
|---|---|---|---|---|---|---|
| South Dakota Department of Transportation | 0 | $0.00 |
Conduct a laboratory study to determine optimum edge conditions for precast culvert inlets; hydraulic design coefficients for multiple barrel box culverts; and derive polynomial equations and prepare design nomographs fo SD culverts to facilitate inclusion in FHWA's HY-8 computer program.
We are revising the final report based on comments from the SD Technical Review Committee. A Public Roads article was submitted based on study results.
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology
No document attached.
No document attached.
General Information |
|
| Study Number: | TPF-5(057) |
| Lead Organization: | Federal Highway Administration |
| Solicitation Number: | 728 |
| Partners: | SD |
| Status: | Closed |
| Est. Completion Date: | |
| Contract/Other Number: | |
| Last Updated: | May 26, 2009 |
| Contract End Date: | |
Financial Summary |
|
| Contract Amount: | $0.00 |
| Total Commitments Received: | |
| 100% SP&R Approval: | |
Contact Information |
|||
| Lead Study Contact(s): | Kornel Kerenyi | ||
| kornel.kerenyi@dot.gov | |||
| Phone: 202-493-3142 | |||
| FHWA Technical Liaison(s): | Kornel Kerenyi | ||
| kornel.kerenyi@dot.gov | |||
| Phone: 202-493-3142 | |||
| Organization | Year | Commitments | Technical Contact Name | Funding Contact Name | Contact Number | Email Address |
|---|---|---|---|---|---|---|
| South Dakota Department of Transportation | 0 | $0.00 |
Conduct a laboratory study to determine optimum edge conditions for precast culvert inlets; hydraulic design coefficients for multiple barrel box culverts; and derive polynomial equations and prepare design nomographs fo SD culverts to facilitate inclusion in FHWA's HY-8 computer program.
We are revising the final report based on comments from the SD Technical Review Committee. A Public Roads article was submitted based on study results.
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology