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Density Test Report

Date :03/31/2022
Project No :2022C135
Client Company :Mark Spain
Arrival Time :03/30/2022
Onsite Hours :
Name of the Project : Barnett Shoals Road Development
Project Location :Watkinsville
Weather :65 sunny
Departure Time :03/30/2022
ASEC Technician Name :Russell Hendrix

Observations/Finding

Test Date Test Number Moisture Content (%) Dry Density (pcf) Proctor Number Max. Dry Density (pcf) Optimum Moisture (%) Compaction (%) Specified Compaction (%) ASTM Test Method Pass/Fail
03/30/2022 1 28.2 90.9 P-1 97.3 23.7 93.4 98 D6938 Fail
Location : Dam, Elv/Depth :
Comment : In-place soils need to be scarified and aerated prior to recompaction Gauge Serial No. :38069
03/30/2022 2 24 100.0 P-2 99.5 22.1 100.5 98 D6938 Pass
Location : Dam, Elv/Depth :
Comment : Gauge Serial No. :38069
03/30/2022 3 20 107.6 P-2 99.5 22.1 108.1 98 D6938 Pass
Location : Dam, Elv/Depth :+1 lift
Comment : Gauge Serial No. :38069
03/30/2022 4 29.6 90.6 P-1 97.3 23.7 93.1 98 D6938 Fail
Location : Dam, Elv/Depth :+1 lift
Comment : In-place soils need to be scarified and aerated prior to recompaction Gauge Serial No. :38069
03/30/2022 5 29.1 90.4 P-1 97.3 23.7 92.9 98 D6938 Fail
Location : Dam, Elv/Depth :+2 lift
Comment : In-place soils need to be scarified and aerated prior to recompaction Gauge Serial No. :38069
03/30/2022 6 28.5 94.7 P-1 97.3 23.7 97.3 98 D6938 Fail
Location : Dam, Elv/Depth :+2 lift
Comment : In-place soils need to be scarified and aerated prior to recompaction Gauge Serial No. :38069
Technician Signature / DateRussell Hendrix, March 31, 2022
Reviewer Name / DateKenneth Mosman, April 02, 2022