HomeMy WebLinkAboutFIELD & LABORATORY REPORT 9-28-18I
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UNIVEkSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical •Services • Materials Testing' *iThreshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
Construction
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Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 72
5353 Oakland Lake Circle
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
UES Project No.: 0310.1700251.0007
Date Typed: May 04, 2018
SCANNED
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Materials Testing Services
tATORY REPORT COVER PAGE
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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 1 1 Type of Report
96110-1 I 04/23/20181 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.
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Auth rization No. 00000549
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Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc:com; jomcalli@nvrine.com;�sign adn seal to ryan homes
UNIVERSAL
UES 1-Yoj2ct No: 0310.1700251.0007
UES DOCS No:
UES ReportNo: 96110-1 ARC 042318
ENGINEERING SCIENCES On -Site Time (hrs): 0.50
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 Inspection & Plan Review Total Time (hrs): 0.75
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
Activity Record
Ryan Homes
Client: 1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401'
Oakland Lake Subdivision Lot 72
Project: 5353 Oakland Lake Circle
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 AISTM 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 was left for their records.
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ENGINEEING SCIENCES
Consultants Ini Geotechnical Engineering a Environmental Sciences
Geophysical,Serdices a Materials Testing al Threshold Inspection
Building Code Administration, Compliance In & Plan Review
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638;0808 - F: 321.638.0978
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 72
5353 Oakland Lake Circle
Fort Pierce, St. Lucie Co uI nty, FL
Area Tested: House lot
UES Project No: 0310.1700251.0007
UES DOCS No:
UES Report No: 96110-1 DT 042318
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 04/23/2018
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 underlvinq 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
21235
112.4
11.3
97
A
2
WE Test
0-1 ft
j12.00
21235
111.7
10.6
96
A
3
WE Test
0-1 ft
12.00
21235
112.5
11.4
97
A
4
S/W Test
0-1 ft
i12.00
21235
110.4
10.6
95
A
(1) Ref. Datum: 0 = Top of Native
(2)
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
21235
116.0
10.0
(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 writtein approval of Universal Engineering Sciences.