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Density Test Report

Date :10/21/2024
Project No :2024C202
Client Company :CCG
Arrival Time :10/21/2024 07:45
Onsite Hours :
Name of the Project :Old Griffin Rd - Hawthorne Reserve
Project Location :Dallas
Weather :
Departure Time :10/21/2024
ASEC Technician Name :Solomon Cherie

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
10/21/2024 1 20.9 103.8 S-01 101.9 20.5 101.9 95 D6938 Pass
Location : Lot #88, Elv/Depth :3 feet below finished grade
Comment : Gauge Serial No. :30942
10/21/2024 2 24.3 97.7 S-01 101.9 20.5 95.9 95 D6938 Pass
Location : Entranceway, Elv/Depth :1.5 feet below finished grade
Comment : Gauge Serial No. :30942
10/21/2024 3 24.8 95.0 S-02 97.2 24.9 97.7 95 D6938 Pass
Location : Lot #89, Elv/Depth :1 foot below finished grade
Comment : Gauge Serial No. :30942
10/21/2024 4 28.4 89.7 S-02 97.2 24.9 92.3 95 D6938 Fail
Location : Lot #88, Elv/Depth :2.5 feet below
Comment : Failed compaction result due to excessive in place moisture content (above 3 percent over optimum moisture). Scarify, aerate and recompact. Gauge Serial No. :30942
10/21/2024 5 24.1 93.8 S-02 97.2 24.9 96.5 95 D6938 Pass
Location : Lot #89, Elv/Depth :6 inches below finished grade
Comment : Gauge Serial No. :30942
Technician Signature / DateSolomon Cherie, October 21, 2024
Reviewer Name / DateKenneth Mosman, January 12, 2025