Mississippi Gas Main Abandonment

The Job

A natural gas provider in rural Mississippi needed to abandon three parallel pipelines. Erosion at a creek crossing had exposed the pipes. This made the lines vulnerable to damage. The owner decided to install new gas lines via horizontal directional drilling (HDD) at a greater depth. The old steel pipes required abandonment to prevent future issues. CJGeo provided the grouting to fill and secure the pipelines.

A ground-level view of a gas main abandonment project. A large, white cellular grouting truck is visible on the right. In the center, a temporary gravel road covered in a grid-like geotextile mat crosses a small creek. A large, red hose runs from the truck, across the foreground, and into the ground near several yellow posts marked "Petroleum Pipeline." The posts are positioned in an arc around the work area. In the background, there is a wooded area. The ground is a mix of dirt and mud, with some tire tracks visible. A "CJGEO" watermark is in the lower left and right corners.

Installing the CJFill-Ultra Lightweight cellular grout.

The Challenge

The three parallel gas mains ran for approximately 2,200 linear feet each. The client wanted to fill the pipes with a low-density cellular concrete. This would secure them in place and prevent any future collapse or groundwater movement. The pipes’ elevated sections at the creek crossing were cut and removed. We needed to fill the remaining segments. The primary challenge was pumping the cellular concrete over the long distance. We also had to work with the natural gas provider’s strict site regulations.

The Solution

CJGeo used a wet batch cellular grout generation system for this remote project. Due to site access issues and being multiple miles from the nearest paved road, we used a local ready-mix provider to create the slurry. Our team filled the three pipes from a single location, pumping the cellular concrete over the long distance. 

The pipes were filled one at a time, and the entire project took two days to complete. The low-density cellular concrete provided the ideal solution because it is lightweight and has excellent flow characteristics. The peak pumping pressure while running around 75 cubic yards per hour was less than 30psi.

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