1132 Beach Ave. FB ELEV CERT & IN PLACE DENS FORM BOARD ELEVATION CERTIFICATE
Date —iy/f Permit Number: /VA'
Address: //32 A-t✓cnve ? / Pie 3��33
All American Surveyors Work Order # /70 S-93
Required Slab Elevation on City Approved Site Plan:
16.0�>
Actual Elevation of Form Board or Grade Stake:
4. 0D
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)
p uNivERsAL UES Project No.: 0910.1900041.0000
Date Typed: February 15,2019
ENGINEERING SCIENCES
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
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Client: Chapin Carpentry
531 North Wilderness Trail
Ponte Vedra, FL 32082
Project: 1132 Beach Ave
1132 Beach Ave. , Atlantic Beach, Duval County, FL 32233
As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or
field inspection services on the above project. Testing results and/or inspection observations are reported on the attached
sheets. The contents of this package are summarized below:
Scope of Work
Work Order No. Date Type of Report
214572-1 02/13/2019 In-Place Density Test Report
1648037 02/13/2019 Proctor Report
We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
the undersigned or Lindsay Home.
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
1NNUNgfi
Digitally signed by •.. k
•.
Richard G . Kushner U ;9
* Ica
Date : 2019.02. 15 = sure
.•4 ;,4 OF .
'11 :23 :41 -05'00
$•�s o "•••°•Ito4 $
4,1fNA-rgittlL Ereo
Richard G. Kushner P.E.
STATE OF FLORIDA
Professional Engineer No. 38705
Attachments(2)
lh
This item has been electronically signed and sealed by
Richard G.Kushner P.E.using a Digital Signature.Printed
copies of this document are not considered signed and
sealed and the signature must be verified on any electronic
copies.
For the mutual protection of Universal's clients,the general public,and ourselves,our reports are submitted as the confidential property of our clients.
Accordingly,authorization for reliance upon,or publication of,all or portions of this report is reserved pending our written approval.
Revised May 2015
R S A L
UES
Project900041.0000
Workorder No: 24572
g p ENGINEERING SCIENCES Report Date: 02/15/2019
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: Chapin Carpentry UES Technician: Dustin Stoll
531 North Wilderness Trail Date Tested: 02/13/2019
Ponte Vedra, FL 32082
Project: 1132 Beach Ave •
1132 Beach Ave. , Atlantic Beach, Duval County, FL 32233
Tvoe of Test:
Area Tested: RESIDENTAL BLDG PAD Field: ASTM D-6938 Nuclear Gauge Method
ADDITION/STEM WALL
Material: Fill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Bottom 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 9 (pcf) (%) (pcf) (%) (%) Fail
1 15 FTEX7FTSOFNW 0+1 ft 101.8 14.0 99.4 16.1 98 Pass
CORNER
2 18 FT N X 9 FT W OF SE 0+1 ft 101.8 14.0 96.6 16.4 95 Pass
CORNER
3 16FTNX10FTEOFSW 0+1 ft 101.8 14.0 97.1 14.0 95 Pass
CORNER
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 Project No:310.1900041.0000
Report No: 1648037
ENGINEERING SCIENCES Date: 2/14/2019
Consultants in:Geotechnical Engineering•Environmental Engineering•Construction Material
Testing•Threshold Inspection•Private Provider Inspection
5561 Florida Mining Boulevard South •Jacksonville, FL 32257 • (904) 296-0757 • Fax (904) 296-0748
REPORT ON MOISTURE-DENSITY RELATIONSHIP OF SOIL
Client: Chapin Carpentry
Project: 1132 Beach Ave
Sample Location: Building Pad
Intended Use: Fill
Material Description: Grey And Brown Fine Sand
SUMMARY OF TEST RESULTS
Test Method: ASTM D1557 Method A
Maximum Dry Density, pcf: 101.8
Optimum Moisture, %: 14.0
125
Curves of 100%Saturation for
120 Specific Gravity Equal to:
2.65
230
115 2.75
N),
r
)▪ 1110
G 105
100
95 i
5 10 15 20 25
Moisture Content(%)
This report shall not be reproduced,except in full,without the written approval of Universal Engineering Sciences,Inc.