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Client -
Project:
Area Tested:
Type of Test:
Technician:
Requirements:
ga*7L
UES Project No: 0310.190017&0000
UES DOCS No:
LIES Report No: 117055-2 DT 102519
In -Place Density Test Report
Ahrens Companies
1461 Kinetic Road
Lake Park, FL 33403
MRO Hangar at Treasure Coast IA
3191 Jet Center Terrace, Ft. Pierce, County, FL
Dumpster pad
Field: ASTM D-6938 Nuclear Gauge Method
Lab: ASTM D1557 Modified Proctor
Russell Brause
WE
I
SCANNED
BY
St. Lucie County
Date of Test: 10/25/2019
95% of Proctor maximum dry density. These tests apply to the flit and/or surficial soil conditions
onlV and do not address the condition of the undedyinq soils below the tested depths.
FLeld Dry
Field
Test
Depth
Proctor
nsity,
I
Moisture
Comments
No.
Location of Test
Range
(inch)
(2)
(PCF)
%
Compaction
(3)
2
Ctr of pad.
Oto-Ift
12.00
24384
1 109.6
4.4
98
A
(1) Ref. Datum: 0 = Top of Final Grade
(2)
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
24384
111.6
10.0
This test was performed without deviation from ASTMprocedures.
(3) Comments Key
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 report shall not be reproduced, except In full, without the wtiffen approval of Universal Engineering Sclences.