Financial Summary |
|
Contract Amount: | |
Suggested Contribution: | |
Total Commitments Received: | $529,547.00 |
100% SP&R Approval: | Approved |
Contact Information |
|||
Lead Study Contact(s): | Jeffrey Syar | ||
jeffrey.syar@dot.ohio.gov | |||
Phone: 614-275-1373 | |||
FHWA Technical Liaison(s): | Brian Smith | ||
BSmith@dot.gov | |||
Phone: 708-574-8143 | |||
Study Champion(s): | Jill Martindale | ||
jacquelin.martindale@dot.ohio.gov | |||
Phone: 6146448173 |
Organization | Year | Commitments | Technical Contact Name | Funding Contact Name |
---|---|---|---|---|
Delaware Department of Transportation | 2018 | $25,000.00 | Jason Hastings | Anne Brown |
Delaware Department of Transportation | 2019 | $29,221.00 | Jason Hastings | Anne Brown |
Florida Department of Transportation | 2017 | $75,000.00 | Carlton Spirio | Jennifer Clark |
Florida Department of Transportation | 2019 | $4,221.00 | Carlton Spirio | Jennifer Clark |
Minnesota Department of Transportation | 2017 | $25,000.00 | Paul Rowekamp | Lisa Jansen |
Minnesota Department of Transportation | 2018 | $25,000.00 | Paul Rowekamp | Lisa Jansen |
Minnesota Department of Transportation | 2019 | $29,221.00 | Paul Rowekamp | Lisa Jansen |
New York State Department of Transportation | 2016 | $0.00 | Brian Carmody | Wes Yang |
New York State Department of Transportation | 2017 | $25,000.00 | Brian Carmody | Wes Yang |
New York State Department of Transportation | 2018 | $25,000.00 | Brian Carmody | Wes Yang |
New York State Department of Transportation | 2019 | $29,221.00 | Brian Carmody | Wes Yang |
North Carolina Department of Transportation | 2017 | $75,000.00 | Stephen Morgan | Neil Mastin |
North Carolina Department of Transportation | 2019 | $4,221.00 | Stephen Morgan | Neil Mastin |
Ohio Department of Transportation | 2016 | $0.00 | Jeffrey Syar | Vicky Fout |
Ohio Department of Transportation | 2017 | $25,000.00 | Jeffrey Syar | Vicky Fout |
Ohio Department of Transportation | 2018 | $25,000.00 | Jeffrey Syar | Vicky Fout |
Ohio Department of Transportation | 2019 | $29,221.00 | Jeffrey Syar | Vicky Fout |
Pennsylvania Department of Transportation | 2017 | $25,000.00 | Sheri Little | Heather Sorce |
Pennsylvania Department of Transportation | 2018 | $25,000.00 | Sheri Little | Heather Sorce |
Pennsylvania Department of Transportation | 2019 | $29,221.00 | Sheri Little | Heather Sorce |
Texas Department of Transportation | $0.00 |
Spray applied pipe liners is a trenchless technology that provides a method to structurally rehabilitate concrete and metal gravity storm water conveyance conduits with minimal impact to the travelling public. The liner consists of a cementitious or resin based material that is applied in an existing host storm water conveyance conduit via a centrifugal remote applicator or by manual application. Sufficient soil support and stabilization of the host conduit is required prior to placement of the spray applied liner. The liner will provide the structural load carrying capacity without the requirement to adhere to the host conduit. No single structural design methodology for a spray applied pipe liner currently exists. Vendors either apply design equations outlined in ASTM F1216, which are for Cured In Place Pipe (CIPP), or they use a variety of design approaches and conservatively select the maximum pipe liner material thickness. The AASHTO Subcommittee on Bridges and Structures, T-13 Culverts and the AASHTO NTPEP Technical Committee on Spray Applied Pipe Liners collectively agree that the technology would be well accepted and utilized; provided the spray applied pipe liner creates a fully structural solution. However, the committees have identified the lack of a nationally accepted structural design standard as a roadblock to implementation. Several DOT’s have implemented structural spray applied pipe liners despite the lack of a national design standard or with the understanding that they will be designed according to CIPP design equations. Other DOT’s are waiting for a national design standard to be developed prior to implementing the technology.
- Recommend a design methodology for both cementitious and resin based spray applied pipe liners for structural rehabilitation of gravity storm water conveyance conduits. - Recommend a laboratory test method to verify the proposed structural design for conduits that have been rehabilitated using the spray applied pipe liner technology. - Recommend an accelerated laboratory methodology to determine the liner material durability. - Recommend laboratory material testing for both cementitious and resin based materials.
- Review multiple vendor suggested structural design methodologies for cementitious and resin based pipe liners. Ensure a minimum number of 4 vendors for cementitious and 4 vendors for resin based materials are solicited for input. - Review the Cured In Place (CIPP) design methodology outlined in ASTM F1216-09, Appendix X.1, equation X1.3. Review the design equations, variables, and assumptions to determine if the methodology is applicable for spray applied liners. - Review completed and active research that pertains to spray applied pipe liners. - Survey US State DOT’s and Canadian Agencies to identify use and inspect a field installation of resin material and cementitious material. - Recommend a structural design methodology for cementitious and resin based spray applied liners that includes: • LRFD Live and Dead Loads • Host Conduit Conditions and Site Parameter assumptions • Pipe Liner Material Properties - Develop an Excel Spreadsheet to calculate the required thickness for a cementitious and resin based spray applied liner pipe. - Recommend a laboratory test method to verify the structural design for conduits that have been rehabilitated using the spray applied pipe liner technology. - Recommend an accelerated laboratory methodology to determine the liner material durability. - Recommend laboratory material testing for both cementitious and resin based materials.
We request $25,000 per state for FY2016, or for FY2017 if their funding isn’t available for FY2016. The AASHTO NTPEP Technical Committee on Spray Applied Pipe Liners will implement findings of the research in a Project Work Plan that will be used to conduct product evaluations for use by State DOTs. A design methodology for spray applied liners may be used by other AASHTO design committees and data collected through the NTPEP program can be used to validate and refine the design methodology as Vendor products are tested.
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology
General Information |
|
Study Number: | TPF-5(356) |
Lead Organization: | Ohio Department of Transportation |
Solicitation Number: | 1426 |
Partners: | DE, FL, MN, NC, NY, OH, PADOT, TX |
Status: | Closed |
Est. Completion Date: | |
Contract/Other Number: | |
Last Updated: | Apr 19, 2022 |
Contract End Date: | Apr 20, 2021 |
Financial Summary |
|
Contract Amount: | |
Total Commitments Received: | $529,547.00 |
100% SP&R Approval: |
Contact Information |
|||
Lead Study Contact(s): | Jeffrey Syar | ||
jeffrey.syar@dot.ohio.gov | |||
Phone: 614-275-1373 | |||
FHWA Technical Liaison(s): | Brian Smith | ||
BSmith@dot.gov | |||
Phone: 708-574-8143 |
Organization | Year | Commitments | Technical Contact Name | Funding Contact Name | Contact Number | Email Address |
---|---|---|---|---|---|---|
Delaware Department of Transportation | 2018 | $25,000.00 | Jason Hastings | Anne Brown | (302) 760-2198 | anne.brown@state.de.us |
Delaware Department of Transportation | 2019 | $29,221.00 | Jason Hastings | Anne Brown | (302) 760-2198 | anne.brown@state.de.us |
Florida Department of Transportation | 2017 | $75,000.00 | Carlton Spirio | Jennifer Clark | 850-414-4614 | jennifer.clark@dot.state.fl.us |
Florida Department of Transportation | 2019 | $4,221.00 | Carlton Spirio | Jennifer Clark | 850-414-4614 | jennifer.clark@dot.state.fl.us |
Minnesota Department of Transportation | 2017 | $25,000.00 | Paul Rowekamp | Lisa Jansen | (651) 366-3779 | lisa.jansen@state.mn.us |
Minnesota Department of Transportation | 2018 | $25,000.00 | Paul Rowekamp | Lisa Jansen | (651) 366-3779 | lisa.jansen@state.mn.us |
Minnesota Department of Transportation | 2019 | $29,221.00 | Paul Rowekamp | Lisa Jansen | (651) 366-3779 | lisa.jansen@state.mn.us |
New York State Department of Transportation | 2016 | $0.00 | Brian Carmody | Wes Yang | 518-457-4660 | wes.yang@dot.ny.gov |
New York State Department of Transportation | 2017 | $25,000.00 | Brian Carmody | Wes Yang | 518-457-4660 | wes.yang@dot.ny.gov |
New York State Department of Transportation | 2018 | $25,000.00 | Brian Carmody | Wes Yang | 518-457-4660 | wes.yang@dot.ny.gov |
New York State Department of Transportation | 2019 | $29,221.00 | Brian Carmody | Wes Yang | 518-457-4660 | wes.yang@dot.ny.gov |
North Carolina Department of Transportation | 2017 | $75,000.00 | Stephen Morgan | Neil Mastin | 919 272 3706 | neil.mastin@mottmac.com |
North Carolina Department of Transportation | 2019 | $4,221.00 | Stephen Morgan | Neil Mastin | 919 272 3706 | neil.mastin@mottmac.com |
Ohio Department of Transportation | 2016 | $0.00 | Jeffrey Syar | Vicky Fout | 614-466-3029 | vicky.fout@dot.ohio.gov |
Ohio Department of Transportation | 2017 | $25,000.00 | Jeffrey Syar | Vicky Fout | 614-466-3029 | vicky.fout@dot.ohio.gov |
Ohio Department of Transportation | 2018 | $25,000.00 | Jeffrey Syar | Vicky Fout | 614-466-3029 | vicky.fout@dot.ohio.gov |
Ohio Department of Transportation | 2019 | $29,221.00 | Jeffrey Syar | Vicky Fout | 614-466-3029 | vicky.fout@dot.ohio.gov |
Pennsylvania Department of Transportation | 2017 | $25,000.00 | Sheri Little | Heather Sorce | 717-214-9508 | hsorce@pa.gov |
Pennsylvania Department of Transportation | 2018 | $25,000.00 | Sheri Little | Heather Sorce | 717-214-9508 | hsorce@pa.gov |
Pennsylvania Department of Transportation | 2019 | $29,221.00 | Sheri Little | Heather Sorce | 717-214-9508 | hsorce@pa.gov |
Spray applied pipe liners is a trenchless technology that provides a method to structurally rehabilitate concrete and metal gravity storm water conveyance conduits with minimal impact to the travelling public. The liner consists of a cementitious or resin based material that is applied in an existing host storm water conveyance conduit via a centrifugal remote applicator or by manual application. Sufficient soil support and stabilization of the host conduit is required prior to placement of the spray applied liner. The liner will provide the structural load carrying capacity without the requirement to adhere to the host conduit. No single structural design methodology for a spray applied pipe liner currently exists. Vendors either apply design equations outlined in ASTM F1216, which are for Cured In Place Pipe (CIPP), or they use a variety of design approaches and conservatively select the maximum pipe liner material thickness. The AASHTO Subcommittee on Bridges and Structures, T-13 Culverts and the AASHTO NTPEP Technical Committee on Spray Applied Pipe Liners collectively agree that the technology would be well accepted and utilized; provided the spray applied pipe liner creates a fully structural solution. However, the committees have identified the lack of a nationally accepted structural design standard as a roadblock to implementation. Several DOT’s have implemented structural spray applied pipe liners despite the lack of a national design standard or with the understanding that they will be designed according to CIPP design equations. Other DOT’s are waiting for a national design standard to be developed prior to implementing the technology.
- Recommend a design methodology for both cementitious and resin based spray applied pipe liners for structural rehabilitation of gravity storm water conveyance conduits. - Recommend a laboratory test method to verify the proposed structural design for conduits that have been rehabilitated using the spray applied pipe liner technology. - Recommend an accelerated laboratory methodology to determine the liner material durability. - Recommend laboratory material testing for both cementitious and resin based materials.
- Review multiple vendor suggested structural design methodologies for cementitious and resin based pipe liners. Ensure a minimum number of 4 vendors for cementitious and 4 vendors for resin based materials are solicited for input. - Review the Cured In Place (CIPP) design methodology outlined in ASTM F1216-09, Appendix X.1, equation X1.3. Review the design equations, variables, and assumptions to determine if the methodology is applicable for spray applied liners. - Review completed and active research that pertains to spray applied pipe liners. - Survey US State DOT’s and Canadian Agencies to identify use and inspect a field installation of resin material and cementitious material. - Recommend a structural design methodology for cementitious and resin based spray applied liners that includes: • LRFD Live and Dead Loads • Host Conduit Conditions and Site Parameter assumptions • Pipe Liner Material Properties - Develop an Excel Spreadsheet to calculate the required thickness for a cementitious and resin based spray applied liner pipe. - Recommend a laboratory test method to verify the structural design for conduits that have been rehabilitated using the spray applied pipe liner technology. - Recommend an accelerated laboratory methodology to determine the liner material durability. - Recommend laboratory material testing for both cementitious and resin based materials.
We request $25,000 per state for FY2016, or for FY2017 if their funding isn’t available for FY2016. The AASHTO NTPEP Technical Committee on Spray Applied Pipe Liners will implement findings of the research in a Project Work Plan that will be used to conduct product evaluations for use by State DOTs. A design methodology for spray applied liners may be used by other AASHTO design committees and data collected through the NTPEP program can be used to validate and refine the design methodology as Vendor products are tested.
Subjects: Bridges, Other Structures, and Hydraulics and Hydrology
Title | File/Link | Type | Private |
---|---|---|---|
Structural Design Methodology for Spray Applied Pipe Liners in Gravity Storm Water Conveyance Conduits (TPF-5(356)) | SJN 135417 Final Report V3.pdf | Deliverable | Public |
Spray Applied Pipeliner Worksheet | SAPL Design Worksheet Final Version.xlsm | Other | Public |
Fact Sheet | SAPL Fact Sheet April 20-2021.pdf | TPF Study Documentation | Public |
Progress Report: January - June 2020 | QR 6302020.doc | Progress Report | Public |
Progress Report: October - December 2019 | 20191231_QPR.pdf | Progress Report | Public |
Progress Report: July - September 2019 | 201909030_QPR.pdf | Progress Report | Public |
Progress Report: April - June 2019 | 20190630_QPR.pdf | Progress Report | Public |
Progress Report: January - March 2019 | 20190331_QPR.pdf | Progress Report | Public |
Progress Report: October - December 2018 | 20181231_QPR.pdf | Progress Report | Public |
Progress Report: July - September 2018 | 20180930_QPR.pdf | Progress Report | Public |
Progress Report: April - June 2018 | 20180630_QPR.pdf | Progress Report | Public |
Progress Report: January - March 2018 | 20180331_QPR.pdf | Progress Report | Public |
Progress Report: July - September 2017 | TPF-5(330) QR 2017Q3.pdf | Progress Report | Public |
Progress Report: April - June 2017 | 2017Q2 TPF Quarterly Report Form.pdf | Progress Report | Public |
TPF-5(356) Acceptance Letter | TPF-5(356) Acceptance.pdf | Other | Public |
Approved Waiver Memo | Approval of SP&R Waiver Pooled Fund Solicitation #1426 .pdf | Memorandum | Public |
Waiver Request | 1426_Waiver_Request.pdf | Other | Public |
Title | File/Link | Type | Private |
---|---|---|---|
Waiver Request Letter | 1426_Waiver_Request.pdf | Other | Public |