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Daily Field Report
Date :03/31/2022
Project No :2020C007
Client Company :Pulte Group
Arrival Time :03/07/2022
Onsite Hours :
Name of the Project :Winslow at Brookstone
Project Location :6156 Collins Road, Acworth, GA 30101
Weather :60 cloudy
Departure Time :03/07/2022
ASEC Technician Name :Russell Hendrix
Observations/Finding
The site was visited by the undersigned AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services. Visual observation techniques were employed to assure compliance with project drawings/specifications, applicable codes, and materials submittals. The following observations were made on site today:
A request for inspection was made for Lot #31. All rebar was observed to be placed as per job specifications with regards to size, spacing, and quantity. The footing did probe firm with a 3/8 probe rod. Please see attached table.
| DCP TEST DATA SHEET | ||||||||||||
| Project Name: | Winslow @ Brookstone | Date: | 03/07/22 | |||||||||
| Project Number: | 2020C007 | Technician: | Russ Hendrix | |||||||||
| Project Location: | Acworth | |||||||||||
| DCP LOCATION: Lot #, North/South/Center etc |
Lot 31, rear of lot | DCP LOCATION: Lot #, North/South/Center etc |
Off set | |||||||||
| Depth (feet) |
Set 2″ |
N 1.75″ |
Description | Depth (feet) |
Set 2″ |
N 1.75″ |
Description | |||||
| 1 | AR | red sandy silt | 1 | AR | hit rock | |||||||
| 2 | (hit rock) | 2 | ||||||||||
| 3 | 3 | |||||||||||
| 4 | 4 | |||||||||||
| 5 | 5 | |||||||||||
| 6 | 6 | |||||||||||
| 7 | 7 | |||||||||||
| 8 | 8 | |||||||||||
| 9 | 9 | |||||||||||
| 10 | 10 | |||||||||||
| DCP LOCATION: Lot #, North/South/Center etc |
off set | DCP LOCATION: Lot #, North/South/Center etc |
||||||||||
| Depth (feet) |
Set 2″ |
N 1.75″ |
Description | Depth (feet) |
Set 2″ |
N 1.75″ |
Description | |||||
| 1 | AR | hit rock | 1 | |||||||||
| 2 | 2 | |||||||||||
| 3 | 3 | |||||||||||
| 4 | 4 | |||||||||||
| 5 | 5 | |||||||||||
| 6 | 6 | |||||||||||
| 7 | 7 | |||||||||||
| 8 | 8 | |||||||||||
| 9 | 9 | |||||||||||
| 10 | 10 | |||||||||||
| NOTES: | unable to determine bearing pressure | |||||||||||
Technician Signature / DateRussell Hendrix, March 31, 2022
Reviewer Name / DateKenneth Mosman, April 02, 2022