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UES Report No:
0310.2000358.0000
134255-1 DT 012921
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
In-Place Density Test Report
Client:Fulcrum Construction Group, LLC
810 Manci Ave
Daphne, AL 36526
Project:Dollar General Store 8736 Ft. Pierce
Virginia Avenue & 38th Street, Ft. Pierce, St. Lucie County, FL
Area Tested:dumpster pad
Type of Test:Field:ASTM D-6938 Nuclear Gauge Method Date of Test:01/29/2021
Lab:ASTM D1557 Modified Proctor
Technician:Russell Brause
Requirements:95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions
only and do not address the condition of the underlying soils below the tested depths.
Test
No.Location of Test Range
Depth
(inch)
Proctor
(2)
Field Dry
Density
(PCF)
Field
Moisture
%
%
Compaction
Comments
(3)
1 Ctr of pad.0 to -1 ft 12.00 26283 108.2 8.1 100 A
(1)Ref. Datum: 0 = Top of Final Grade (3) Comments Key
(2)
Proctor
#
Maximum
Dry
Density
Optimum
Moisture
Content
26283 108.0 11.5
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This test was performed without deviation from ASTM procedures.
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.