1756 ATLANTIC BEACH DR -DENSITY TEST 4 , UNIVERSAL UES Project No: 0910.1400187.0000 .
Workorder No: 185460-1
ENGINEERING SCIENCES Report Date: 3/29/2017
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: Michael Zimmerman
160 Cape May Avenue
Ponte Vedra, FL 32081 Date Tested: 03/29/2017
Project: 1756 Atlantic beach Dr, Atlantic Beach Country Club
Area Tested: lot 72 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.
Vlaximum Optimum Field Dry Field Soil Fill
TestDepth
Density Moisture Density Moisture Compaction (inch) Pass
No. Location of Test Range (pcf) (%) (pcf) (%1 (%1 (inch) or Fail
1 4' N X 4' E FROM SWC 0 - 1 ft 102.3 14.6 96.8 7.9 95 N/A Pas:
2 4' S X 4' E FROM NWC 0 - 1 ft 102.3 14.6 101.2 12.6 99 N/A Pas:
3 4' S X 4' W FROM NEC 0 - 1 ft 102.3 14.6 101.5 13.7 99 N/A Pas:
4 4' N X 4' W FROM SEC 0 - 1 ft 102.3 14.6 98.3 9.3 96 N/A Pas:
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FORM BOARD ELEVATION CERTIFICATE
Date Permit Number: /G-s, "i2 - 7-oB/
Address: /7.3-G /la.e/, ,!' /
All American Surveyors Work Order #
Requir 'J Slab Elevation on City Approved Site Plan:
Actual Elevation of Form Board or Grade Stake:
/ Z. Z
Survey Company:
ALL AMER:CAN SURVEYORS OF FLORIDA INC.
3751 San Jose Pace, Suite 15
Jacksonville FL 32257 Work Phone: 904-279-0088
Signature of Surveyor: (PartyChief)
5 c /0
FORM BOARD ELEVATION CERTIFICATE
Date Permit Number: « -c c • 3t-i�
/7/6 �T ) iG
Address:
All American Surveyors Work Order # is'Q17S i
Required Slab Elevation on City Approved Site Plan:
/3,
Actual Elevation of Form Board or Grade Stake:
/-3. to
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)
Pr %�_
UNIVERSAL UES Project No: 0910.1400187.0000
4 pi Workorder No: 185386-1
ENGINEERING SCIENCES Report Date: 3/28/2017
Consultants In:Geotechnical Engineering•Environmental Sciences
Geophysical Services•Construction Materials Testing•Threshold Inspection /�
Building Inspection•Plan Review•Building Code Administration 5.>
c a r✓�,eo dr e_
5561 Florida Mining Blvd So.,Jacksonville, 32257 • P:904-296-0757 • F: 904-296-0748 /
In-Place Density Test Report
Client: UES Technician: Kevin Gagnon
160 Cape May Avenue
Ponte Vedrar 081 Date Tested: 03/28/2017
Project: 1716 Maritime Oak Dr, Atlantic Beach Country Club
Area Tested: house pad Type of Test:
Material: Fill Field: ASTM D-2937 Drive Cylinder Method
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 optimum Field Dry Field Soil Fill
Test Densi Depth Pass
tY Moisture Density Moisture Compaction
No. Location of Test Range (pc{) tool (pcf) (%) (%) (inch) or Fail
1 17'W 7' N of SE corner 0-1 ft 102.3 14.6 97.4 10.7 95 N/A Pas:
2 23' E 11' N of SW corner 0-1 ft 102.3 14.6 98.5 3.9 96 N/A Pas:
3 10'S 10' E of NW corner 0-1 ft 102.3 14.6 97.6 4.1 95 N/A Pas:
4 6' S 38' E' E of NW corner 0-1 ft 102.3 14.6 97.7 3.7 96 N/A Pas:
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