Observations/Finding

As requested, the site was visited by our AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services.  Visual observation techniques were employed to verify compliance with project drawing/specifications, applicable codes, and materials submittals. The following observations were observed on site this day.

Location: 2020 Cotton Gin, Traditions

DCPs requested at gravel parking lot (from surface no footings):

depth (ft) / hits / Soil Type

Southwest Corner (off of Gravel pad)

1, 0, White minteral

2, 6, Red sandy silt

3, 10, Red sandy silt

4, 11, Red sandy silt

5, 10, Red sandy silt

6, 14, Red & Yellow Sandy silt

Southeast Corner

1, 0, Gravel

2,13, Red sandy silt

3, AR, Rock (possibly PWR)

Offset

3, AR, Rock (Possibly PWR)

Northwest Corner

1,0, Gravel

2,15, Red sandy silt

3,12, Red sandy silt

4,11, Red sandy silt

5,14, Brown sand

6,12, Dark Red sandy silt

Northeast

1,0, Gravel

2,12, Red sandy silt

3, AR offset

3,11, Red sandy silt

4,12, Red sandy silt

5,11, Red sandy silt

6,11 Red sandy silt