Skip to content

Daily Field Report

Date :02/03/2022
Project No :2021C060
Client Company :Pulte Group
Arrival Time :01/18/2022 11:00
Onsite Hours :01:00
Name of the Project :Suncity - Peachtree
Project Location :Griffin, GA
Weather :43
Departure Time :01/18/2022 12:
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:

Upon arrival at Lot #39 pod 17 our reprenstative observed a large amount of muck accumulation in the base of the footing (due to freezing rain).

DCP TEST DATA SHEET
                         
Project Name: suncity   Date: 01/18/22
Project Number: 2021c060   Technician: Russ Hendrix
Project Location: Griffin, GA
     
                         
DCP LOCATION:
Lot #, North/South/Center etc
Lot 39 Pod 17, Southeast footing   DCP LOCATION:
Lot #, North/South/Center etc
 
     
                         
Depth
(feet)
Set
2″
N
1.75″
Description   Depth
(feet)
Set
2″
N
1.75″
Description
1   10 Red fine sandy silt   1      
2   14 Red fine sandy silt   2      
3   15 Red fine sandy silt   3      
4   14 Red fine sandy silt   4      
5         5      
6         6      
7         7      
8         8      
9         9      
10         10      
                         
                         
DCP LOCATION:
Lot #, North/South/Center etc
    DCP LOCATION:
Lot #, North/South/Center etc
 
     
                         
Depth
(feet)
Set
2″
N
1.75″
Description   Depth
(feet)
Set
2″
N
1.75″
Description
1         1      
2         2      
3         3      
4         4      
5         5      
6         6      
7         7      
8         8      
9         9      
10         10      
                         
NOTES:  
 
 

Our representative recommended the footing be demucked to remove deleterious materials.  Reinforcing steel was placed as per job specifications for size, spacing, and quantity.

A Dynamic Cone Penetrometer (DCP) test was conducted.  The foundations soils were found to be suitable for a soil bearing pressure of 2,500 psf.  Please see the attached table.

 

Technician Signature / DateRussell Hendrix, February 3, 2022
Reviewer Name / DateKenneth Mosman, February 15, 2022