HomeMy WebLinkAboutCompaction Test 4/7/21 UES Project No: 3310.2100128.0000
A Universal Workorder No: 229926-1
Engineering Report Date: 04/07/2021
Sciences
Company
4'4T01VATIOX�P
607 Northwest Commodity Cove, Port St. Lucie, FL 34986 -P: 772-924-3575 -F: 772-924-3580
In-Place Density Test Report
Client: Dreamworks Electric Services UES Technician: Mark Rogers
2711 NW Windemere Drive Date Tested: 04/05/2021
Jensen Beach, FL 34957
Project: Young Residence 121 Eden Creek Lane
121 Eden Creek Lane, Jensen Beach, SL County FL 34957
Type of Test:
Area Tested: Young Residence- 121 Eden Creek Field: ASTM D-6938 Nuclear Gauge Method
Lane, Jensen Beach (SLC) - Pad
Material: Backfill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Top of Fill
The tests below meet the 95% minimum compaction requirement.
Maximum Optimum Field Dry Field Soil Pass
Test Density Moisture Density Moisture Compaction or
No. Location of Test Range (pcf) (%) (pcf) (%) (%) Fail
1 Northeast corner of lot 0-1 ft 108.6 11.3 105.6 11.0 97 Pass
2 Southwest corner of lot 0-1 ft 108.6 11.3 107.3 11.0 99 Pass
3 Center of lot 0-1 ft 108.6 11.3 106.E 11.0 98 Pass
Remarks: Above stripped surface 1-21,2-3'HCP=60+, >95%Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
PermitL 21010296
Reviewed By
GFA International, Inc
FBPE Registry No.4930
sooMiNicMo Digitally signed by
R. ;�ENse N2o; Thomas D
* No84146 *- Montano:A01410000000
17818498DCD000019A3
-0 STATE OF
WR10 P,.�G�;� Date:2021.04.0710:53:15
soNA�E -04'00'
Thomas Dominic Montano
Branch Manager
STATE OF FLORIDA
Professional Engineer No. 84146
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