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Engineered Solutions of Georgia (ESOG) Installs (38) Helical Piles to Support a New Addition & Renovations to the R.B. Stall High School in North Charleston, SC
Install Summary for Piles
- Pile: 4 1/2” OD x 0.29” Wall triple Helix 12-14-16 and flighted extension single helix by IDEAL
- 2 Load Test Required
- Pile Finish: Galvanized Steel
- Pier Bracket: New Construction 8”x8”x3/4”.
- Required minimum installation torque: 10,700 ft-lbs Ultimate.
- Torque not to exceed: 26,500 ft-lbs.
- Minimum helical pier tip depth below ground surface is 35’-0”,
- Piles may need to be installed beyond the specified minimum depth to achieve the required torque.
- Notify engineering if piers reach torque not to exceed limit or if they flat spin before reaching minimum depth.
- The property owner hired a special inspector to be present during pile installation. Inspector to follow special inspection schedule attached to this shop submittal and provide pile as-built certification letter when pile installation is complete.
- Click here to see Cover Page
- Click here to see Submittal Helical Piles
- Click here to see Monteith-ESOG Asbuilt Letter with Logs
December, 2025
Engineered Solutions of Georgia
4500 Highlands Parkway SE
Smyrna, GA 30082
678-290-1325 Cell: 678-787-5744
Email: chuck.irby@eso-geo.com
Installing Test Pile & Four Reaction Piles
Set Up for A.M. Load Test
Installed & Cut at Design Installation
Several Piles Installed