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Daily Field Report
Density Test Report
Concrete Test Report
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Daily Field Report
Density test report
Date
*
Project Number
*
2026C101(Seven Hills PHASE 13, UNIT 3 Lots)
Name of the Project
*
Project Location
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
clyde.smith (Clyde Smith)
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. On the above date our representative was onsite to observe the grading contractor Thompson continue placing fill for Lots #33 and 34. The pipe contractor Savannah was also onsite to begin installing 8" DIP sanitary sewer line crossing the colonial gas pipeline at phase 13 between C 13 and C 14 manhole structures. The grading contractor Thompson also continued hammering rock and excavating at the phase 13 detention pond. The curb contractor J & W begin installing 30" curbing at Naturewalk Parkway phase 1 between sanitary sewer manholes #14 and 13 pouring a 3000 mix. The writer observed the grading contractor Thompson begin hauling fill to the bridge abutment wall with backfill being placed and compacted by the wall contractor RWS covering tension cables between the abutment wall and the dead man footing wall. The contractor placed approximately one lift of compacted fill prior to an afternoon rain event that stopped fill placement. 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.
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Image
Description
1
Fill placement between abutment wall and dead man wall
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Poured curbing at Nature Walk Pkwy. between sanitary sewer manhole # 14 and 13
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Backfill over tension rods between abutment wall and dead man footing wall
8
1
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