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ENGIN,EERING -SA
Consultants In: Geotechnical Engineering • Ei
Geophysica serlvices Materials-TestingFe'
Building. Code Administration, Complianceana
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0
Construction
FIELD AND
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 21
,Fort Pierce, St. Lucie County, FL
As requested, Universal Engineering Sciences, Inc. (U
field inspection services on the above project. Testing
sheets. The contents of this package are summarized
;—:j Project No.: 0310.1700251.0009
SAL Date Typed: May 04, 2018
FENCES SCANNED
ronmental-Sciences BY
reshold Inspection �fi Lucie C�uti
etion &Flan Review N �
8 - F: 321.638.0978 q +iw a��iw.�.�-.�J
aterials Testing Services _ �.sT ._
TORY REPORT COVER IPAGERECEIVED
JUL 3 0 2018
ST, Lucie County, Permlt'ting
representative(s) performed construction materials testing and/or
ilts and/or inspection observations are reported on the attached
of Work
Work Order No. I Date I IType of Report
96106-1 1 04/23/2018 In -Place Density Test Report w/ActivitYRecord
We hope this information is sufficient for your immediate rjeeds. If you have any questions, please do not hesitate to contact
the undersigned.
Sincerely,
Universal Engineering,Sciences, Inc.
Certificate of Authorizaiion No. 00000549
9
Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.cotr ; sign adn seal to ryan homes
UNI v1ER
ENGINEERING SI
Consultants In: Geotechnical Engineering . El
Geophysical Services • Materials Testing
Building Code Administration; Compliance In!
820 Brevard Avenue, Rockledge, FL 32955 - P: 32
U _ 4roject No: 0310.1700251.0009
SAL
UES DOCS No:
UES Report No: 96106-1 ARC 042318
1ENCES
On -Site Time (hrs): 0.50
ronmental Sciences
Lab Time (hrs): 0.00
reshold Inspection
Travel Time (hrs): 0.25
ction&Plan.Review
Total Time (hrs): 0.75
638.0808 - F: 321.638.0978
Client: Ryan Homes
1450 Centrepark Blvd Suite 3 0
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 1'
,Fort Pierce, St. Lucie County, FL
Date of Activity: Monday, 23 April, 2018
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 the House lot.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House
lot. All test(s) were performed in accordance with the AST M D-6938 Nuclear Gauge Method and were found to meet the project
compaction requirements of 95% of the maximum dry density per ASTM D-1557.
The Contractor was notified of the test results or a copy vas left for their records.
UN-1V'ER
ENGINEERING S
Consultants ini Geotechnical Engineering,'• E
Geophysical. Services • Materials Testing.*
Building -Code Administration,,Compliance In
820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.
Client:
Project:
Area Tested:
Type of Test:
Technician:
Requirements:
SAL
CIIIENCES
nvironmental Sciences
Threshold Inspection
sp-ction_& Plan Review
01308 - F: 321.638.0978
,I
Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 3346L 1
Oakland Lake Subdivision Lot 21
,Fort Pierce, St. Lucie Cou6ty, FL
House lot
Field: ASTM D-6938 Nuclear Gauge Method
Lab: ASTM D1557 Modified Proctor
Cliff Cherrnay
%icS Project No: 0310.1700251.0009
UES DOCS No:
UES Report No: 96106-1 DT 042318
Date of Test: 04/23/2018
95% of Proctor maximum dry density. These tests apply to the fill and/or surticial soil conditions
onlv and do not address the condition of the underlvinq soils below the tested depths.
Test
No.
Location of Test
Range
Depth
(itch)
Proctor
(2)
Field Dry
Density
(PCF)
Field
Moisture
%
%
Compaction
Comments
(3)
1
NMI Test
0-1 ft
1
z.00
21235
109.8
10.7
95
A
2
SM/ Test
0-1 ft
1
.00
21235
110.0
10.0
95
A
3
S/E Test
0-1 ft
1
.00
21235
111.0
10.9
96
A
4
WE Test
0-1 ft
1
.00
21235
112.2
1 11.7
97
A
(1) Ref. Datum: 0 = Top of Native
(2)
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
21235
116.0
10.0
This test was performed without deviation from ASTM procedures.
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This report shall not be reproduced, except in full, without the
approval of Universal Engineering Sciences.