HomeMy WebLinkAboutFIELD - LAB REPORT - 11-2618o y/
UNIVERSAL
ENGINEERING SCIENCES
Consultants. In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building. Code Administration, Compliance Inspection & Plan Review
820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978
UES Project No.: 0310.1700251.0029
Date TFILE'
d: C()PY
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Client: Ryan Homes
1450 Centrepark Blvd Suite 340 Q?c
West Palm Beach, FL 33401 �Z� `��+0
Project: Oakland Lake Subdivision Lot 16
5332 Oakland Lake Circle, ForMierce, 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. The contents of this package are summarized below:
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Scope of Work
Work Order No. Date Type of Report
102330-1 1 11/01/2018 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.
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Attachme nits (1)
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Sincerely, 4�t % '
Universal Engineering Sciences, Inc.
Certificate of A.1< h rizaticn No. 060005,
Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
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ICC Email: cbugg@nvrinc.com; elibrihi@nvrine.com; Imhoff, Bryan [BIMHOFF@nvrinc.com]; jomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to
ryan homes at 1777 Willows Square, Vero Beach, FL 32966
Revised May 2015
UES Project No: 0310.1700261.0029
UNIVERSAL
UES ROCS No:
UES Report No. 102330-1 ARC 110118
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): 0.60
Building Code Administration, Compliance lnspecdon&Plan Review Total Time (hrs): 1.60
3nue, 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 Subdivision Lot 16
5332 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL
Date of Activity: Thursday, 01 November, 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 pad.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House
pad. 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.
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The Contractor was notified of the test results or a copy was left for their records.
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UNIVIERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection& Plan Review
820 BrevIard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
UES Project No: 0310.1700251.0029
UES DOCS No:
UES Report No: 102330-1 DT 110118
In -Place Density Test Report
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 16
5332 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL
Area Tested: House pad
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 11/01/2018
Lab: ASTM D1557 Modified Proctor
Technician: Cliff Cherrnay
Requirements: 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 underivinq 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 test
0-1 ft
12.00
7424
110.4
11.0
96
A
2
N/E test
0-1 ft
12.00
7424
109.6
10.4
95
A
3
S%E test
0-1 ft
12.00
7424
108.8
10.1
95
A
4
I
SM/ test
0-1 ft
12.00
7424
111.7
1 11.2
97
A
(1) Ref. Datum: 0 = Top of Final Grade
(2)
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
7424
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
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.