1714 ATLANTIC BEACH DR - DENSITY REPORT Le0m0@ -1 c- k
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V N I V E R S A L UES Project No: 0910.1400187.0000
Workorder No: 180165-1
p ENGINEERING SCIENCES Report Date: 12/21/2016
Consultants In:Geotechnical Engineering•Environmental Sciences
Geophysical Services•Materials Testing•Threshold Inspection
Building Code Administration,Compliance Inspection&Plan Review
5561 Florida Mining Blvd So.,Jacksonville,FL 32257 -P:904-296-0757 -F:904-296-0748
In-Place Density Test Report
Client: Toll Brothers, Inc UES Technician: Anthony Vanley
160 Cape May Avenue Date Tested: 12/20/2016
Ponte Vedra, FL 32081
Project: 1714 Atlantic Beach Dr
Atlantic Beach Country Club, Duval County, FL 32233
Type of Test:
Area Tested: House Pad 79 Field: ASTM D-6938 Nuclear Gauge Method
Material: Fill 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 5'S X 5'W from NE corner 0- 1 ft 103.3 14.3 99.2 9.8 96 Pass
2 5' S X 5' E from NW corner 0- 1 ft 103.3 14.3 94.6 4.3 92 Fail
3 5'N X 5' E from SW corner 0- 1 ft 103.3 14.3 101.4 5.1 98 Pass
4 5'N X 5'W from SE corner 0- 1 ft 103.3 14.3 99.1 9.1 96 Pass
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To establish a mutual protection to Universal's clients,the Public and ourselves,all reports are submitted as confidential property of our clients and
authorization for publication of statements,conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
U IV I V E R S A L. UES Project No: 0910.1400187.0000
Workorder No: 180209-1
ENGINEERING SCIENCES Report Date: 12/21/2016
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
;lient: UES Technician: Michael Zimmerman
160 Cape May Avenue
Ponte Vedra, FL 32081 Date Tested: 12/21/2016
'roject: Atlantic Beach Country Club
1rea Tested: house pad 79 Type of Test:
Material: Fill Field: ASTM D-6938 Nuclear Gauge Metho
teference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor
-he tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
est Maximum optimum Field Dry Field Soil DFFill
illptPass
Density Moisture Density Moisture Compaction
'o. Location of Test Range (pcf) (%1 (pcf) I%1 (%) (inch) or Fail
1 7' N X 8' W from SE 0 - 1 ft 103.3 14.3 98.3 4.6 95 N/A Pas:
... -,/.,;o,.-.. .J....,..mfnn«;....I..„n;......--.I'.•..gn..10 H...O.J.,;...-.nrl.., L..... n,,.....n.«n n.n..•,h.r.;1,n.l..o......F.Jn n«;nl nrn nn.h...f.......I;n n«n nnr!n..Il.n.;,n«:..n
FORM BOARD ELEVATION CERTIFICATE
Date ,�,�'-- --/ Permit Number: /,/,- 5C- C> /
Address: _ 7/q /4?.f., ��1`7 4'7 J-7/- Deiv6.::,
All American Surveyors Work Order # j T;--"Ur"j /
Required Slab Elevation on City Approved Site Plan:
//- ) /
} jActual Elevation of Form Board or Grade Stake:
t'rrU ` 1
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)