One Georgia county’s engineer tried to build a stable foundation for improvements to a pump station by pinning it down with rock anchors and UMA Geotechnical Construction was the right fit for the job.

“The rock anchors are there for when the structure is empty. When it’s empty and the ground water table is above the bottom of the structure, if the rock anchors aren’t there, it could push up out of the ground like a boat. These buoyant forces are exactly what the rock anchors are there to resist.”

explains UMA’s Senior Engineer/Estimating Manager Mitch Crayton.

56-foot-wide excavation. Lakeshore Engineering had excavated the pit and installed a soldier pile wall with wood lagging. Tied off workers accessed the pit via ladders.

“We’re working in a pretty tight area compared to what we’re normally used to on highway projects. It’s not the smallest footprint we’ve worked in, but it’s a lot smaller than our usual working space.”

says Crayton.

Lakeshore Engineering installed a mud mat to provide a stable working surface for UMA’s drilling rig and to keep the work site clean. There was no air movement so air was pumped in from ground level and circulated with fans to keep workers from breathing in diesel fumes.

The working area had to be dewatered also due to the proximity of Blankets Creek and a water table approximately five feet below the ground. While the failure of dewatering pumps would not have been cataclysmic, the potential slow accumulation of water in the working area could have damaged equipment.

One of the visual spectacles on the project was Lakeshore Engineering using a crane with rigging to lower a Beretta T46 Drilling Rig into the excavation as UMA’s team provided direction.

Crayton explains:

“It’s a smaller machine, but we selected it for this purpose. It doesn’t quite get the production that we’re typically used to, but it can hold its own with this smaller hole size.”

UMA’s crew was seasoned and used to working together. They were also familiar with the equipment and how to rig it based on past projects.

“We shut down around Christmas every year for safety and for training. We alternate between first aid, forklift certification, and crane and rigging so that everyone is safe on the job site. That’s always our number one concern.”

Crayton says.

Drilling the Rock Anchors

UMA was tasked with installing 24 rock anchors, evenly spaced every 10 feet vertically and 8 feet 8 inches horizontally. Skyline Steel supplied the anchors, which were 1-inch-diameter Grade 150 ksi DCP (double corrosion protected) bar. The owner’s Cherokee County Water and Sewerage Authority outsourced this pump station improvement project to Atlanta-based Lakeshore Engineering, a heavy civil contractor that focuses on industrial, municipal, and environmental projects. UMA served as the geotechnical subcontractor.

Located within proximity to Blankets Creek in Canton, Georgia, the water table is known to fluctuate. UMA’s sole function was to install a rock anchor system to keep the pump station’s concrete slab pinned down. The components to be built on top of the slab would be a diesel engine-driven centrifugal pump and a concrete cast-in-place emergency storage tank.

Working Down in the Hole

One of the biggest challenges for UMA’s team was working in a 23-foot-deep-by representatives provided the grid layout with specific locations required to support the pump station equipment.

“It was critical to make sure these (rock anchors) worked because it would be very cost prohibitive to move them. If even one failed, they would have to change reinforcing plans and the connection details of the slab foundation to the actual structure.”

says Crayton.

The Beretta was drilling a minimum 4.25-inch-diameter hole 15 feet down to bedrock with permanent casing supplied by Star Iron Works. The drilling crew had to focus closely on ensuring that the anchors were plumb and in the exact location specified.

The material was higher quality partially weathered rock, although the crew hit a high-quality bedrock in a handful of areas. The team then drilled into bedrock with a 10-foot rock socket.

“Our drillers are schooled enough to distinguish between the materials they’re drilling through. One drills a lot slower than the other and they can hear and feel the differences.”

says Crayton.

The Beretta was equipped with a down-the-hole hammer with a 4½-inch bit to drill the rock sockets. This tooling fit perfectly inside the casing, allowing the cuttings to be extracted onto the mud mat before being plowed away with Lakeshore Engineering’s Takeuchi skid steer loader.

“We drill down into a specific rock socket, place our anchors, and lock them all to that slab. That’s how we end up with our rock anchor system.”

Crayton explains.

Testing Anchor Strength and Movement

UMA conducted two extensive performance tests to ensure that the anchors were of sufficient strength to support the pump station. Movement was essential also.

“These anchors are basically like high-strength rubber bands. Anything that moves has some sort of desire to go back to where it was. When they flood this pit with water, the anchors will keep the slab and pump station from rising.”

Crayton says, noting that the anchors are designed to move.

Testing requirements placed some restrictions on the schedule. UMA was only permitted to install two anchors on the first couple of days, and conduct a load test to demonstrate that capacity was achieved before installing the third. This pattern continued throughout the project.

UMA was installing multiple corrosion protected anchors. The corrosion protection is granted by several components within the anchor, in addition to the grout itself. The grout was then pumped to grade until clean grout was observed.

“We worked with Lakeshore closely to help speed up their construction process and get out of the way so they could finish their job. The main way we expedited our work was to lock off the anchor to a mud mat using a secondary bearing plate.”

Crayton says.

The double bearing plate system had one bearing plate locking the anchor to the mud mat and one suspended in the air to transfer the loading to the foundation. UMA was able to get all of the testing completed at one time under the initial mobilization. This permitted Lakeshore Engineering to set a bearing plate at a certain elevation and pour the structural slab without having to wait on a remobilization for final stressing. This allowed a majority of the elastic elongation to occur prior to the final placement of slab, ultimately saving the contractor time and money.

Batching and Grouting to Lock in Anchors

UMA grouted the rock anchors in place. The material was mixed in a batch plant on site holes, and four batches of grout at a time. There’s a pretty big difference between a rock anchor job and a soil nail job, and our crew adapted well to the switch.

The grout was pumped through tremie pipe to the bottom of the hole from within the casing. The casing sections were installed with the Beretta drilling rig, which was equipped with a special adaptor. UMA was performing a duplex drilling process, which involves drilling the casing and the hole concurrently. Once rock was hit, the casing was halted, and drilling continued with the inner rod.

UMA workers fed casing to the drilling rig by hand.

“Normally we would use an EZ Spot UR attachment on the excavator to handle large casing sections,” Crayton says. “We had to use smaller pieces on this job because we didn’t have the real estate to put them in the pit with us.”

The majority of UMA’s work on the Blankets Creek Pump Station project was done within a week and completed on schedule. Despite the technical nature of the work, the distance between the jobsite in Georgia and UMA headquarters in Colfax, North Carolina was the true challenge.

Crayton explains:

“Making sure that everyone who needed to observe different processes was onsite during the installation and load testing was our greatest challenge. That’s generally the hardest aspect of most of our projects: the distance between the field where the actual work is done and the office where the computers are required to do the analysis.”