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Density Test Report

Date :05/03/2022
Project No :2022C135
Client Company :Mark Spain
Arrival Time :05/03/2022 08:00
Onsite Hours :10:00
Name of the Project : Barnett Shoals Road Development
Project Location :Watkinsville
Weather :64
Departure Time :05/03/2022 18:00
ASEC Technician Name :Rasheen Biggins

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
05/03/2022 1 21.9 109.0 P-2 99.5 22.1 109.5 95 D6938 Pass
Location : pipeline backfill, Elv/Depth :at, or near, finished grade
Comment : Soils placed within this area may be the mixture of several soil types resulting in a different moisture-density relationship (proctor) Gauge Serial No. :38069
05/03/2022 2 19.1 112.9 P-2 99.5 22.1 113.5 95 D6938 Pass
Location : pipeline backfill, Elv/Depth :at, or near, finished grade
Comment : Soils placed within this area may be the mixture of several soil types resulting in a different moisture-density relationship (proctor) Gauge Serial No. :38069
05/03/2022 3 21.9 109.0 P-2 99.5 22.1 109.5 95 D6938 Pass
Location : pipeline backfill, Elv/Depth :at, or near, finished grade
Comment : Soils placed within this area may be the mixture of several soil types resulting in a different moisture-density relationship (proctor) Gauge Serial No. :38069
05/03/2022 4 19.1 112.9 P-2 99.5 22.1 113.5 95 D6938 Pass
Location : pipeline backfill, Elv/Depth :at, or near, finished grade
Comment : Soils placed within this area may be the mixture of several soil types resulting in a different moisture-density relationship (proctor) Gauge Serial No. :38069
Technician Signature / DateRasheen Biggins, May 3, 2022
Reviewer Name / DateKenneth Mosman, July 04, 2022