Rehabilitation of Culverts and Buried Storm Drain Pipes (2022)

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46 Allouche, E. N. (2010). Culvert Rehabilitation to Maximize Service Life while Minimizing Direct Costs and Traffic Dis- ruption: Literature Review. NCHRP Project 14-19, Final Draft Report. http://onlinepubs.trb.org/onlinepubs/ project14-19/NCHRP14-19_LiteratureReviewFinalDraft.pdf ASTM A849. (2021). Standard Specification for Post-Applied Coatings, Pavings, and Linings for Corrugated Steel Sewer and Drainage Pipe. ASTM International. https://www.astm.org/Standards/A849.htm ASTM A930-09. (2020). Standard Practice for Life-Cycle Cost Analysis of Corrugated Metal Pipe Used for Culverts, Storm Pipe Used for Culvert, Storm Sewers, and Other Buried Conduits. ASTM International. https://www. astm.org/Standards/A930.htm ASTM A979. (2019). Standard Specification for Concrete Pavements and Linings Installed in Corrugated Steel Structures in the Field. ASTM International. https://www.astm.org/a0979_a0979m-03r19.html ASTM C1131. (2020). Standard Practice for Least Cost (Life Cycle) Analysis of Concrete Culvert, Storm Sewer, and Sanitary Sewer Systems. ASTM International. https://www.astm.org/Standards/C1131.htm ASTM F1216. (2016). Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube. ASTM International. https://www.astm.org/Standards/F1216.htm ASTM F1675. (2017). Standard Practice for Life-Cycle Cost Analysis of Plastic Pipe Used for Culverts, Storm Sewers, and Other Buried Conduits. ASTM International. https://www.astm.org/Standards/F1675.htm ASTM F2984. (2019). Standard Specification for Segmental Panel System for the Grout-in-Place-Liner (GIPL) Rehabilitation Method of Existing Man-Entry Size Sewers, Culverts, and Conduits. ASTM International. https://www.astm.org/Standards/F2984.htm ASTM F3110. (2018). Standard Practice for Proper Use of Mechanical Trenchless Point Repair Sleeve with Locking Gear Mechanism for Pipes of Varying Inner Diameter and Offset Joints. ASTM International. https://www. astm.org/Standards/F3110.htm Beaver, J. L., and Richie, M. C. (2016). Culvert and Storm Drain System Inspection Manual. NCHRP Project 14-26 Final Report. http://onlinepubs.trb.org/onlinepubs/nchrp/docs/NCHRP14-26_FR.pdf Caltrans. (2014). Design Information Bulletin 83-04: Caltrans Supplement to FHWA Culvert Repair Practices Manual. California Department of Transportation. https://dot.ca.gov/-/media/dot-media/programs/design/ documents/dib83-04-a11y.pdf Delaware DOT. (2017). Bridge Element Inspection Manual. Delaware Department of Transportation, Dover. https://deldot.gov/Publications/manuals/bridge_inspection/pdfs/bridge_element_inspection_manual. pdf?cache=1629393157172 Delaware DOT. (2021). Pipe Inspection and Remediation Guide. Delaware Department of Transportation, Dover. https://deldot.gov/Publications/pdfs/Pipe-Inspection-and-Remediation-Guide.pdf FHWA. (1995). Culvert Repair Practices Manual: Volume I and Volume II. Publication No. FHWA-RD-95-089. Federal Highway Administration, U.S. Department of Transportation, Washington, D.C. https://trid.trb.org/ view/422602 Hartley, N. (2014). Culvert Rehabilitation Guidance. Maine Department of Transportation, Augusta. https:// www1.maine.gov/mdot/edi/docs/culvert_rehab_guide_final_4915.pdf Hollingshead, T., and Tullis, B. P. (2009). In-situ Culvert Rehabilitation: Synthesis Study and Field Evaluation. Report No. UT-09.16. Utah Department of Transportation, Salt Lake City. Maine DOT. (2010). Culvert Rehabilitation & Invert Lining using Fiber Reinforced Polymer (FRP) Composites. Technical Report 10-03. Maine Department of Transportation, Research Division, Augusta. Maine DOT. (2020). Standard Specifications. Maine Department of Transportation. https://www.maine.gov/ mdot/contractors/publications/standardspec/docs/2020/2020 Standard Specification.pdf Mann, A. W. (2016). Outlet Diffusers to Increase Culvert Capacity. Technical Report 14-17. Maine Department of Transportation, Augusta. https://rosap.ntl.bts.gov/view/dot/31351 References

References 47   Mann, A. W. (2020). Uncovering the Past: Maine DOT Rediscovers the Benefits of Culvert Outlet Diffusers. TR News, No. 329, September–October 2020, pp. 53–55. http://www.trb.org/Main/Blurbs/181559.aspx Masada, T. (2017). Structural Benefit of Concrete Paving of Steel Culvert Inverts. Ohio Department of Transpor- tation, State Job Number 135248. https://cdm16007.contentdm.oclc.org/digital/collection/p267401ccp2/ id/15747 Moore, I. D. (2019). Design of Sprayed Cementitious Liners within Corrugated Steel Pipes. Presented at Pipe- lines 2019, ASCE, Nashville, TN, pp. 485–492. https://doi.org/10.1061/9780784482506.051 Najafi, M., Sattler, M., Schug, K., Kaushal, V., Iyer, G., Kakkera, S., Habibzadeh, S., Nayak, A., and Farazifard, R. (2018). Evaluation of Potential Release of Organic Chemicals in the Steam Exhaust and Other Release Points during Pipe Rehabilitation Using the Trenchless Cured-In-Place Pipe (CIPP) Method. National Association of Sewer Service Companies (NASSCO), Frederick, MD. Najafi, M., Yu, X., Kouchesfehani, Z. K., Tehrani, D. A., Korky, S., Serajiantehrani, R., Raut, S., Kampbell, E., and Osborn, L. (2021). Structural Design Methodology for Spray Applied Pipe Liners in Gravity Storm Water Conveyance Conduits. Project ID 103453. Ohio Department of Transportation, Columbus. https://www. dot.state.oh.us/Divisions/Planning/SPR/Research/reportsandplans/Reports/Final%20Reports/SJN%20 135417%20Final%20Report%20V3.pdf Oregon DOT. (2014). Hydraulics Design Manual. Chapter 5: Pipe Materials. Salem. https://www.oregon.gov/ odot/GeoEnvironmental/Pages/Hydraulics-Manual.aspx Oregon DOT. (2021). Oregon Standard Specifications for Construction. Salem. https://www.oregon.gov/odot/ Business/Specs/2021_STANDARD_SPECIFICATIONS.pdf Tetreault, J., Hoult, N. A., and Moore, I. D. (2018). Pre- and Post-Rehabilitation Behaviour of a Deteriorated Horizontal Ellipse Culvert. Canadian Geotechnical Journal, Vol. 55, No. 3, pp. 329–342. https://doi.org/ 10.1139/cgj-2017-0084 Tetreault, J., Moore, I. D., and Hoult, N. A. (2020). Laboratory Study on Effect of Grout Choice on Culvert Reha- bilitation Using Sliplining. Journal of Pipeline System Engineering and Practice, Vol. 11, No. 1. Wagener, B. D., and Leagjeld, E. E. (2014). Culvert Repair Best Practices, Specifications and Special Provisions— Best Practices Guidelines. Minnesota Department of Transportation, Saint Paul. https://www.lrrb.org/media/ reports/201401.pdf Ward, D. C. (2018). NCHRP Synthesis 519: The Renewal of Stormwater Systems Using Trenchless Technologies. Transportation Research Board, Washington, D.C. http://www.trb.org/Publications/Blurbs/177741.aspx Wisconsin DOT. (1997). Facilities Development Manual. Chapter 13: Drainage, Section 15: Hydraulic Design of Culverts. Wisconsin Department of Transportation, Madison. https://wisconsindot.gov/rdwy/fdm/ fd-13-00toc.pdf Wisconsin DOT. (2018). Facilities Development Manual. Chapter 13: Drainage, Section 45: Culvert and Storm Sewer Rehabilitation and Replacement. Wisconsin Department of Transportation, Madison. https://wisconsindot.gov/ rdwy/fdm/fd-13-45.pdf Wyant, D. C. (2002). NCHRP Synthesis 303: Assessment and Rehabilitation of Existing Culverts. Transportation Research Board of the National Academies, Washington, D.C. Yeau, K. Y., Sezen, H., and Fox, P. J. (2009). Load Performance of In Situ Corrugated Steel Highway Culverts. Journal of Performance of Constructed Facilities, Vol. 23, No. 1, pp. 32–39.