Other title: ODOT final report

Final report; Additional information provided in email: SJN 135417; "Prepared in cooperation with the Ohio Department of Transportation and the U.S. Department of Transportation, Federal Highway Administration"--page vii; "This research was conducted under a pool-funded project from National Cooperative Highway Research Program (NCHRP) at the University of Texas at Arlington (UTA), Center for Underground Infrastructure Research and Education (CUIRE). The authors would like to thank Ohio Department of Transportation (Ohio DOT) for leading the project and six other DOTs including DelDOT, FDOT, MnDOT, NCDOT, NYSDOT and PennDOT for funding and contributing to this project"--page vii; "April 2021."; Includes bibliographical references (pages 563 to 579 of Final report)Includes bibliographical references (pages 563 to 579 of Final report)To reduce high cost of emergency repairs and disruptions to travelling public, and prior to loss of host pipe integrity and soil-structure interaction, departments of transportations (DOTs) can use polymeric or cementitious/geopolymer spray applied pipe linings (SAPLs) to renew deteriorated gravity storm conduits and culverts. The AASHTO - National Transportation Product Evaluation Program (NTPEP) developed a Technical Committee (TC) for SAPL materials to implement this technology. However, no standardized structural design methodology existed, and vendors utilized different design methodologies with some using the cured-in-place pipe (CIPP), and others using various classical analytical structural design equations developed for other purposes. Therefore, the ultimate objective of this project was to develop design equations for structural application of SAPLs for invert-cut (invert deteriorated) circular and arch corrugated metal pipe (CMP) culverts with diameters or spans between 36 and 120 in. To achieve this objective, the project methodology included literature review, survey of U.S. and Canadian transportation agencies, review of CIPP design equations, considerations for use of additional reinforcement and benefits of filling CMP corrugations with cementitious SAPLs, comparison of construction and environmental cost of SAPL with CIPP and sliplining trenchless renewal techniques, inspection and field data collection of past SAPL projects, preparation of performance specifications, soil box testing of bare and renewed CMP samples, and finite element modeling (FEM). As detailed in this report, soil box testing included both intact and invert-cut CMPs of 60-in. diameter/span for circular and arch shapes in both bare (for control test) and renewed (lined) conditions. The CMPs were renewed with polymeric and cementitious SAPLs in three different thicknesses while embedded with poorly graded sand (SP) with shallow cover. A static load with an actuator was continuously applied through a load pad on the soil surface until renewed pipe failed. The results of this project showed that both tested polymeric and geopolymer SAPLs can significantly increase the ultimate loading capacity of invert deteriorated CMPs and be considered as structural solution