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UNIVERSAL sCAiIQ��pedt No.: August 14, 2018 20
ENGINEERING -SCIENCES BY
Consultants -In: Geotechnical Engineering • Environmental Sciences St, Lucie County
Geophysical Services- Materials �Testing' • Threshold Inspection � � a 9 U007
Building Code Administration, Compliance Inspection & Plan'Review J
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE REct1V1:D
Client: !Ryan Homes AUG 31 2010
1 1450 Centrepark Blvd Suite 340 Permitting De
I� West Palm Beach, FL 33401 St. Lucie County
i
Project:. ! Oakland Lake Subdivision Lot 09
115360 Oakland Lake Circle Permit No 1807-0003, Fort Pierce, St. Lucie County, FL
As requested, Universal Engineering Sciences, Inc. (LIES) 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:
I'
Scope of Work
Work Order No. Date IType of Report
99526-1 08/08/2018 In -Place Density Test Report w/Activity Record
We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
the undersigned.
r�3
FILE COPS'
Sincerely,
Universal Enginpering Sciences, Inc.
Certificate-bf Author)-1, Lion No;;90000549
4
Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
[CC Email cbugg@nl ri, a-com; elibrihi@nvdnc.com; jomcalli@nvrine.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero
Beach, FL 32966 11
f UES . ,.- ect No: 0310.1700251.0020
UES DOCS No:
UNIVLJ_0.�_AI.
UES Report No: 99526-1 ARC 080818
ENGINEERING SCIENCES On -Site Time (hrs): 1.00
Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00
Geophysical Services • Materials Testing Threshold. Inspection, Travel. Time (hrs): 0.25
Building Code Administration, Compliance lnspecbpn:&PlarrReview Total Time (hrs): 1.25
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: I Oakland Lake Subdivision Lot 09
Ji 5360 Oakland Lake Circle Permit No 1807-0003, Fort Pierce, St. Lucie County, FL
Date of Activity: Wednesday, 08 August, 2018
Technician:1 Cliff Cherrnay
As requested,16 Universal. Engineering Sciences Technician was present at the above referenced project site for the purpose of
earthwork testing for the House lot.
1
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 ASTM 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.
rThe Contractowas notified of the test results or a copy was left for their records.
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i
820 Brevard
u N t��RsA�
ENGINEERING SCIENCES
Consultants In: Geotechnical Engiheering • Environmental Sciences
Geophysical.5ervices • MaterialsTestin44 Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
ue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
Client:
Project:
Area Tested:
Type of Tes I,
Technician:
I�
Requirements:
In -Place Density Test Report
Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
UES Project No:
UES DOCS No:
UES Report.No:
0310.170025/1.0020
99526-1 DT 080818
Oakland Lake Subdivision Lot 09
5360 Oakland Lake Circle Permit No 1807-0003, Fort Pierce, St. Lucie County, FL
House lot
Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/08/2018
Lab: ASTM D1557 Modified Proctor
Cliff Cherrnay
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.
Test
No.
Location of Test
Range
Depth
(inch)
Proctor
(2)
Field Dry
Density
(PCF)
Field
Moisture
%
%
Compaction
Comments
(3)
1
N/W Testl
0-1 ft
12.00
21143
113.4
11.8
99
A
2
N/E Test 1
0-1 ft
12.00
21143
114.0
12.2
99
A
3
S/E Test
0-1 ft
12.00
21143
112.3
11.7
98
A
4
S/W Testli
0-1 ft
12.00
21143
114.1
11.5
99
A
(1) Ref. Daf um: 0 = Top of Final Grade
(2)
!J
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
21143
115.0
12.0
(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