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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
*
2024C168(Reserve @ Gum Springs)
Name of the Project
*
Project Location
*
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
solomon.cherie (Solomon Cherie)
Observations/Finding
Summary
*
As requested, our AS Engineering & Consulting LLC representative was on site to observe grading and backfilling operations for the above referenced project. The following were observed this day: The placement and compaction of backfill soils for the sewer trench between, F2 and F1 manholes and storm water trench, between A18 and SL1 and B13 and B13.1 continued this day. At the time of arrival, our representative observed that work was in progress with1-foot lifts being placed and compacted using CP56B and trench compaction equipment. Compaction testing was performed using the Standard Test Method for Density of Soil in Place by Drive-Cylinder (ASTM D 2937), along with general probing using a 3/8″ diameter probe rod. Density test results indicate that most of the compacted materials met the project requirement of 95% of the maximum dry density obtained by a Standard Proctor ASTM 698.
Upload Images
Image
Description
1
Storm line back fill b/n manholes A18 and SL1
2
Sewer line back fill between F2 and F1 manholes
3
Storm line back fill b/n manholes B13 and B13.1
1
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