Skip to content

Daily Field Report

Date :08/31/2022
Project No :2022C128
Client Company :Century
Arrival Time :08/30/2022 11:00
Onsite Hours :04:00
Name of the Project :Sidney Square, Flowery Branch
Project Location :Flowery Branch
Weather :
Departure Time :08/30/2022 15:00
ASEC Technician Name :


Our ASEC representative arrived on-site to observe soil placement for the storm drain in a drainage ditch located on the south side of the property. Upon arriving, Alan, the site representative for Charles Pruit, informed me that the drain had been installed the week prior, and he was filling the ditch with a six to eight-inch lift and compacting it with a Whacker Packer trench roller. Two density tests were performed about 50 feet apart on the southern section of the pipe area between the utility holes. The compaction test results are below:


Test #1

Wet Density: 114.9 pcf

Dry Density: 96.9 pcf

Moisture content: 18.6%

Compaction: 94%

Test #2

Wet Density: 96.3 pcf

Dry Density: 114.8 pcf

Moisture content: 18.5%




Technician Signature / DateVidal Dias, August 31, 2022
Reviewer Name / DateKenneth Mosman, October 23, 2022