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VUES Project No: 0910.1400187.0000 Workorder No: 180164-1
qpENGINEERING SCIENCES Report Date: 12/21/2016
116410 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: 1726 Atlantic Beach Dr Atlantic Beach Country Club
Atlantic Beach, Duval County, FL 32233
Type of Test:
Area Tested: House Pad Lot#77 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.
i Maximum Optimum Field Dry Field Soil Pass
Test Density Moisture Density Moisture Compaction or
No. Location of Test Range (pcf) (%) (pcf) (%) (%) Fail
1 5' E X 5' N from SW corner 0- 1 ft 103.3 14.3 93.3 4.0 90 Fail
2 5' E X 5'S from NW corner 0- 1 ft 103.3 14.3 103.5 5.1 100 Pass
3 5'W X 5' S from NE corner 0- 1 ft 103.3 14.3 97.1 4.6 94 Fail
4 5' N X 5'W from SE corner 0- 1 ft 103.3 14.3 100.2 7.7 97 Pass
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
UNIVERSAL UES Project No: 0910.1400187.0000
ii j Workorder No: 180208-1
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
Client: UES Technician: Michael Zimmerman
160 Cape May Avenue Date Tested: 12/21/2016
Ponte Vedra, FL 32081
Project: Atlantic Beach Country Club
Area Tested: house pad 77 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 optimum Field Dry Field Soil Fill
Depth Pass
Test Density Moisture Density Moisture Compaction (inch) or Fail
No. Location of Test Range (pcf) (%) (pcf) (%,) (%)
1 5' E X 5' N from SW corner 0 - 1 ft 103.3 14.3 100.5 4.0 97 N/A Pas.
2 5'W X 5' S from NE corner 0 - 1 ft 103.3 14.3 99.6 6.3 96 N/A Pas.
Tn Holm.!.,h n m..1..n1 nrn Mrlinn in l I,....,rnnl'n n/ronin II.n 0..I.lin nnlJ....r....I. n nll mnn.In nm n..{.m:Hn.J nn nnnF.Jn nlinl mm�nrr.,ni n..r nlinnln...,4 n..1l.n ri se iron
FORM BOARD ELEVATION CERTIFICATE
Date Permit Number: ti Ltg
Address: &Tu-ti is
All American Surveyors Work Order #
Required Slab Elevation on City Approved Site Plan:
l0 .10
Actual Elevation of Form Board or Grade Stake:
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)