In early 2015, the City of Memphis hired Jacobs Engineering to design a rehabilitation solution for the Sears crosstown box culvert system. This inspection included the evaluation of twin 8.5’ x 8’ concrete box culverts, each a length of 500 linear ft, that are part of the Madison Heights drainage basin. After completing an inspection of the system, the engineering firm considered several options for the rehabilitation. The firm considered slip lining the culvert as well as applying a spray on lining system, including geopolymer mortar.
A full inspection of the system concluded that the box culverts had severe corrosion, spalling and cracking that were the source of infiltration and inflow, as well as minor corrosion to some of the existing steel structure, but in general the steel cage of the existing box was still structurally sound. This is typical of most concrete storm water culverts where the true deterioration has affected some level of the steel but the actual box is still structurally sound.
While considering the options for rehabilitation, the engineering firm determined that slip lining of the box structure with a round pipe would cause too great of a loss of cross sectional area as well as hydraulic performance in the critical basin area. Dig and replace options were eliminated due to the construction of a building over the existing culvert after its initial installation. The final decision was made to develop a proposal based on a structural enhancement of the existing structure using geopolymer mortar linings.
The project was advertised in November of 2016 with the option of structural enhancement of the twin box culverts and GeoSpray® geopolymer mortar was specified as the approved product. Inland Pipe Rehabilitation, LLC (IPR) was awarded the project in early 2017. The design of the box culvert rehabilitation included applying a minimum of 1.5” of geopolymer mortar to recover and protect the steel structure as well as fill in voids, cracks and other defects that were allowing water infiltration into the culvert from the surrounding soil.
Once the design was approved by the city and the engineer, work began on the culvert in earnest in early November 2017, after delays in the summer of 2017 due to excessive flooding in the area that made dewatering the culvert impossible. To begin repairing the culvert, all flow had to be diverted into a single side of the culvert. The culvert was pressure washed to remove debris and loosely bonded concrete, and any exposed steel was cleaned and coated. All active infiltration was stopped using hydrophobic grouts. Finally, a 1.5” inch geopolymer coating was applied to the structure starting at the bottom of the vertical walls, moving overhead and finishing the bottom of the culvert.
The project was completed in early January of 2018. The city was pleased with the final culvert rehab and this is the second geopolymer project bid in the city in the preceding 18 months. “When considering the best alternative rehab for the Crosstown culvert, we looked at several methods and determined that Geospray represented the most cost-efficient, structural reinforcement demanded by the project,” said Steve Lindsey, Technical Director of Jacobs Engineering Group, Inc. “The ease of application and the ability to react quickly to changing weather conditions played a major role in our selection. We are very satisfied with both the installer and materials supplier in this latest effort to bring a solution to a difficult situation.”
Application: Twin Concrete Box Culvert (8.5’ x 8’)
Client: City of Memphis
Location: Memphis, TN
Installation: January 2018
Product Used: IPR
“When considering the best
alternative rehab for the Crosstown
culvert, we looked at several methods
and determined that Geospray
represented the most cost-efficient,
structural reinforcement demanded
by the project.”
– Steve Lindsey, Technical Director
of Jacobs Engineering Group, Inc.