313 THRU 323 AHERN ST - SOIL DENSITY REPORT I7 -o27) - 7g - PCS 12 a21ir
8936 Western Way.Suite 12
�,11\/1/ E3k n�E R �. - - �g k - 3 23 Ah-E ISN s1'. Jacksonville.FL 32256
Meskel &Associates Engineering Office:(904)519-6990
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Geotechnical r r ►Testing meskeengineering.com
Report of In-Place Soil Density(Asphalt or Soil)Tests or Coring for Thickness(Circle One)
Project
Client:
Page of
Report#:
Reported to: Location by:
Location: Project#:
Material: Course:
Gauge#:
Date Tested: Spec.Requirements: Method: ASTM D6938
Test Soil/Base %of Pass/
Test Location Elev./ /Asphalt Moismt�e ProcU°r Max Fail/
No. Depth Thickness Densty Density Retest
{(gg
•
P=Test Meets Specification Requirements F=Test Fails to Meet Specification Requirements R=Retest
Proctor Description Maximum Dry Optimum Moisture
No. Density Content
To Be Completed in Field
Employee Name _
Standby Approval
Time
Start/Stop Travel Standby job
Superintendent Printed Name
Superintendent Signature
Office Ilse
white copy-office use yellow copy-personal use pink-client use