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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
*
2022C227(Riverwalk Manor (CMT) Unit 2, PH 4E and 4F)
Name of the Project
*
Project Location
*
Client Company
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Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
Vidal Shengan (Vidal Shengan)
Observations/Finding
Summary
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Our AS ENGINEERING AND CONSULTING (ASEC) representative visited the site at the client's request to observe soil placement and measure the soil's relative moisture content. The soils consist of a light tan, micaceous sandy silt with foliated schist fragments and small boulders. Wilbanks contractors were placing soils in 18 to 24-inch lifts. The relative moisture was measured within the fill area, and the results are noted below: 1 foot moist%=15.4% 2-foot moist%=14.8%, 3 foot moist%=14.1%. Three DCPs were performed in the fill area to measure the relative soil strength. DCP Data is noted below: <strong>DCP-1</strong> 1- 10- Gray, brown, micaceous, Silty fine to medium SAND with clay. 2- 13- Gray, brown, micaceous, Silty fine to medium SAND with clay. 3- 18- Gray, brown, micaceous, Silty fine to medium SAND with clay. 4- 16- Gray, brown, micaceous, Silty fine to medium SAND with clay. <strong>DCP-2</strong> 1- 9- Gray, brown, micaceous, Silty fine to medium SAND with clay. 2- 15- Gray, brown, micaceous, Silty fine to medium SAND with clay. 3- 18- Gray, brown, micaceous, Silty fine to medium SAND with clay. 4- 20+- Gray, brown, micaceous, Silty fine to medium SAND with clay. <strong>DCP-3</strong> 1-7- Gray, brown, micaceous, Silty fine to medium SAND with clay. 2- 13- Gray, brown, micaceous, Silty fine to medium SAND with clay. 3- 16- Gray, brown, micaceous, Silty fine to medium SAND with clay. 4- 20+- Gray, brown, micaceous, Silty fine to medium SAND with clay.
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