Skip to content
Menu
Home
About
Daily Field Report
Density Test Report
Concrete Test Report
Login
Home
About
Daily Field Report
Density Test Report
Concrete Test Report
Home
Daily Field Report
Density test report
Date
*
Project Number
*
2025C211(Haley's Bluff - Philadelphia Rd.)
Name of the Project
*
Project Location
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
sean.willett (Sean Willett)
Observations/Finding
Summary
*
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. Our ASEC representative was on site for the observation/testing of the placement of fill/backfill. The contractor continued placing lifts approximately 6 to 8 inches in thickness across the commercial lot area located around the front detention pond. The lifts were compacted using an 815 sheep's foot roller. ASEC watched as loaded dump trucks rolled across the lifts to check for stability. There were no signs of severe pumping or rutting present. Density testing was performed, and test results were provided to the contractor. The contractor continued building up the bank and roadway along Lots #4 and #5 in the detention pond. The contractor is actively trying to build this area up before the rainfall forecasted for this weekend. Density testing was performed, and test results were provided to the contractor. It was recommended to remove any large organics from fill before compaction. The contractor continued placing fill of approximately 8 to 12 inches in thickness on the approximate location of Lots #8 through #13 and #52 through #60. The lifts were compacted with a sheep-foot roller. ASEC watched as loaded dump trucks rolled across the lifts to check for stability. There were no signs of severe pumping or rutting present. The contractor will begin benching into the natural slope approximately every 2 ft x 2 ft. It was recommended to remove any large organics from fill before compaction. Density testing was performed, and test results were provided to the contractor. We appreciate the opportunity to be of service to you on this project. If you have any questions regarding this report, please feel free to contact us. We will be more than happy to discuss it with you.
Upload Images
Image
Description
1
commercial lots, front detention pond, and bank/roadway in front of lot #4 - #5
2
commercial lots area
3
commercial lots area
4
lots #8 - #13 and #52 - #60
5
bank/roadway in front of lots #4 and #5
1
Add Row
Post Status custom
Validate Email
Visual
Text
Insert/edit link
Close
Enter the destination URL
URL
Link Text
Open link in a new tab
Or link to existing content
Search
No search term specified. Showing recent items.
Search or use up and down arrow keys to select an item.
Cancel