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Density Test Report
Concrete Test Report
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Daily Field Report
Density test report
Date
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Project Number
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2022C207(CME Church Education Center)
Name of the Project
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Project Location
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Client Company
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Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
Isaac Davis (Isaac Davis)
Observations/Finding
Summary
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<strong>Report on Jobsite Assessment at UMC Church</strong> <em>Project Overview:</em> The assessment at the UMC Church jobsite involved conducting tests on various sections designated as A/2, C/2, D/2, G/2, K/2, L/2, and the retaining wall for the mechanical room. The specified bearing requirement is 1500 PSF. The footings were filled with #57 stone, followed by approximately 2 to 3 feet of gravel, layered atop the old existing parking lot surface. <em>Section Analysis:</em> <ul> <li><strong>A/2</strong>: Excavated to around 1 foot deep; initial DCP testing resulted in a blow count of 12. Further hand augering reached approximately 1 foot 5 inches, followed by Auger Refusal (AR) with the DCP.</li> <li><strong>C/2, D/2, G/2</strong>: All sections were hand augered to around 2 feet 6 inches. At 1 foot depth, C/2 received 8 blows, D/2 got 10 blows, and G/2 received 11 blows.</li> <li><strong>K/2 and L/2</strong>: Both end sections received blow counts of 9 blows.</li> <li><strong>Retaining Wall for Mechanical Room</strong>: With a 2-foot height, the excavation reached 1 foot deep. The first foot resulted in a blow count of 12, while the subsequent foot received 9 blows.</li> </ul> <em>Observations and Compliance:</em> All measurements and tests conducted align within the specified parameters. The excavated sections are scheduled to be replaced with #57 stone as per the specifications outlined. <em>Conclusion:</em> The assessment indicates that the conducted tests and excavations are in accordance with the specified standards and requirements outlined in the plans for soil bearing pressures. The replacements with #57 stone in the dug-out sections appear to be in line with project guidelines.
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