Skip to content

Density Test Report

Date :04/26/2024
Project No :2023C180
Client Company :Artisan Communities
Arrival Time :04/26/2024 10:30
Onsite Hours :05:30
Name of the Project :Lakeside Sub. - Lovers Lane, Calhoun
Project Location :Calhoun
Weather :sunny
Departure Time :04/26/2024 16:00
ASEC Technician Name :

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
04/26/2024 1 25.8 87.9 P-01 97.0 19.1 90.6 90 D6938 Pass
Location : Sewer line, 38 feet north from SSMH 6.1., Elv/Depth :2 feet below finished grade
Comment : Moisture content is more than 3 percent over optimum moisture content Gauge Serial No. :3430
04/26/2024 2 24.9 89.1 P-01 97.0 19.1 91.9 90 D6938 Pass
Location : Sewer line, 43 feet west from SSMH 6.2., Elv/Depth :1.5 feet below finished grade
Comment : Moisture content is more than 3 percent over optimum moisture content Gauge Serial No. :3430
04/26/2024 3 21.5 86.1 P-02 91.6 25.6 94.0 90 D6938 Pass
Location : water storm line, 53 feet west from MH AE2., Elv/Depth :1 foot below finished grade
Comment : Moisture content is more than 3 percent over optimum moisture content Gauge Serial No. :3430
04/26/2024 4 27.3 87.6 P-01 97.0 19.1 90.3 90 D6938 Pass
Location : sewer line, 41 feet NE from SSMH 6.2, Elv/Depth :5 feet below finished grade
Comment : Moisture content is more than 3 percent over optimum moisture content Gauge Serial No. :3430
04/26/2024 5 29.1 84.0 P-02 91.6 25.6 91.7 90 D6938 Pass
Location : Sewer line, 45 feet SW from SSMH 6.3, Elv/Depth :3 feet below finished grade
Comment : Moisture content is more than 3 percent over optimum moisture content Gauge Serial No. :3430
Technician Signature / DateAminullah Azimi, April 26, 2024
Reviewer Name / DateKenneth Mosman, May 23, 2024