1632 MARITIME OAK DR - DENSITY TEST CPUNIVERSAL UES Project No: 0910.1400187.0000
Workorder No: 187515-1 i
ENGINEERING SCIENCES Report Date: 5/11/2017
Consultants In:Geotechnical Engineering•Environmental Sciences
Geophysical Services•Construction Materials Testing•Threshold Inspection
Building Inspection•Plan Review•Building Code Administration
5561 Florida Mining Blvd So.,Jacksonville, 32257 • P:904-296-0757 • F: 904-296-0748
In-Place Density Test Report
Client: UES Technician: Tyler Bertoniere
160 Cape May Avenue
Ponte Vedra, FL 32081 Date Tested: 05/11/2017
Project: Atlantic Beach CountryClub
Area Tested: House pad lot 130. Type of Test:
Material: Fill Field: ASTM D-6938 Nuclear Gauge Metho
Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Maximum Field DryFill
Test Optimum Field Soil Depth
Density Moisture Density Moisture Compaction Pass
No. Location of Test Range (pcf) (%) (pcf) (%) (%) (inch) or Fail
1 4' N x 4' E from SW corner. 0 - 1 ft 103.3 14.3 99.1 12.7 96 N/A Pas:
2 4' N x 4' W from SE corner. 0 - 1 ft 103.3 14.3 100.8 13.2 98 N/A Pas:
3 4' S x 4' W from NE corner. 0 - 1 ft 103.3 14.3 99.6 12.1 96 N/A Pas:
4 4' S x 4' E from NW corner. 0- 1 ft 103.3 14.3 98.1 11.6 95 N/A Pas:
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FORM BOARD ELEVATION CERTIFICATE
Date /2a - 1Z Permit Number: rl-Sfz -
Address:
All American Surveyors Work Order # �5s3�6
Required Slab Elevation on City Approved Site Plan:
/Z• coo
Actual Elevation of Form Board or Grade Stake:
/ a. � 3
Survey Company:
ALL AMERICAN SURVEYORS OF FLORIDA INC.
3751 San Jose Place, Suite 15
Jacksonville FL 32257 Work Phone: 904-279-0088
Signature of Surveyor: (PartyChief)