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Client;_ Ryan Homes
1450 Centrepark Blvd Suite 340 FILE
West Palm Beach, FL 33401 COPY
Project: Oakland Lake Estates Subdivision House Lot Investigation Lot 4
5202 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL
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. IThe contents of this package are summarized below:
Scope of Work
Work Ortler No.
Date
Type of Report Ry
66331-1
10/11/2017
In -Place Density Test Report WActivity Recordf Lucip
I
We hope this information
the undersianed.
is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
O`REVIEY W, o ROMM ASNOTED,,
❑ REVISE & RESUBMIT 0 REJEM/ RESUBMT
0 NOT REVIEWED O FOR YOUR INFONAT",
Siibarittals ti reirNWN ,for i:oahrldoui >fit1:'deaiMn iehnt
•N ppMroI C'SMUe>teo Vito !Nt CNtrocf thcereents, only.
lots Wasle Not Aetkon:u'Cksoges to ,Contract' Sam.
tterieNs, Comments ""r'cer odds does at re ieve the
Ceetroctor from Compliance Wilk Ho, Conttact t)mments. The
Contractor is responsible for' coafinelei aw' arfelating-all
aeontities, dimensionsAolefances, ekarsaees, fabrication
processes, techniques and seqvenees of construction,
compatibility of materials and ideteffels coerdiostfon at their
work with other trades'ed'44centroctors, prfanrance of,
woi k in a safe and satisfactory rraerrrerA for fill coplMoce
rnth the Contraif Docurmts. ®'
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Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
Richard E.
Hoaglin, P.E.
2018.09.20
08:23:11
Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
P This item has been electronically signed and sealed by
_ Richard E. Hoaglin, 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.
ICC Email: jomcalli@nvrine.com; tridley@nvrinc.com
UES Project No: 0310.1700455.0000
UNI E�,RS A.L.
UES DOCS No:
UES Report No: 66331-1 ARC 101117
ENGINEERING SCIENCES On -Site Time (hrs): 0.25
Consultants In: G;eotechnical Engineering � Environmental Sciences' Lab Time (hrs): 0.00
Geophysical Services Materi& Testing k hT shold Inspection Travel Time (hrs): 0.25
Budding CodeAdministration, Compiiance lnspecton & Plan Review Total Time (hrs): 0.50
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
Activity Record
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Estates Subdivision House Lot Investigation
Oakland Lake Circle , Ft. Pierce, St. Lucie County, FL
Date of Activity: Wednesday, 11 October, 2017
Technician: Cliff Cherrnay
As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for
the purpose of earthwork testing for Lot 4.
DENSITY TEST
While on site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 4
at 5202 Oakland Lake Cir. This test was performed in accordance with the ASTM D-6938 Nuclear Gauge Method and found
to melt the project compaction requirements of 95% of the maximum dry density per ASTM D-1557.
BEARING CHECK
Technician also hand augered to a depth of 5' and no organic material was found.
The fill soils appear to be suitable granular materials without expansive clays and are in accordance with
the assumed building code soil conditions of 2,000 pef that the designer noted was used for design of the foundations.
UNIVERSALUES Project No: DOCS No 0310.1700455.0000
• UES Report No: 66331-1 DT 101117
�.EINGIREERIN.G SCIENCES
Consultants In Geotechnical Engineering - Environmental Sciences,
Geophysical Sewices Materials Testm;g i Threshold Inspection
Building Code Administration..Compliance Inspection & Plan Review
820 Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978
In -Place Density Test Report
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Estates Subdivision House Lot Investigation
Oakland Lake Circle , Ft. Pierce, St. Lucie County, FL
Area Tested:
Type of Test:
Technician:
Requi fements:
Lot 4
Field: ASTM D-6938 Nuclear Gauge Method
Lab: ASTM D1557 Modified Proctor
Cliff Cherrnay
Date of Test: 10/11/2017
95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions
only and do not address the condition of the underlying soils below the tested depths.
Field Dry
Field
Test
Depth
Proctor
Density
Moisture
%
Comments
No.
Location of Test
Range
(inch)
(2)
(PCF)
%
Compaction
(3)
1
Lot 4
0-1 ft
12.00
7492
118.8
11.7
102
A
(1) Ref. Datum: 0 = Top of Final Grade
(3) Comments Key
(2) Maximum Optimum A. Compaction meets min. requirements
Proctor Dry Moisture B. Compaction does not meet min. requirements
# Density Content C. Moisture does not meet requirements
7424 115.0 12.0 D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This test was performed without deviation from ASTM procedures.
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.