HomeMy WebLinkAboutFIELD - LAB REPORTI l
UES Project No.: 0310.1700251.0030
UNIVERSAL Date Typed: November 02, 2018
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ENGINEERING SCIENCES
Consultants In: Services
a Mal Engineering • Environmental pectin ( �D`9
D(D-70
Geophysical Services •Materials Testing •Threshold Inspection I
09 Building Code Administration, Compliance Inspection & Plan Review
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE SCANNED
Client:, Ryan Homes BY
1450 Centrepark Blvd Suite 340 FILE COPY -St LuC!a County
West Palm Beach, FL 33401 .p
FCF
Project: Oakland Lake Subdivision Lot 17 10, y07/ rLFn
5324 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL s �o ,9
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As requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials a and/or
field inspection services on the above project. Testing results and/or inspection observations are reported on the d
sheets! The contents of this package are summarized below:
Scope of Work
Work drder No. Date Type of Report
102331-1 11/01/2018 In -Place Density Test Report w/Activity Record
We hope this information is sufficient for your immediate needs. It you nave any questions, please do not nesitate to contact
the undersigned.
PROVED 0 APPROVED AS NOTED
REVISE & RESUBMIT 0 REJECTED/RESUBMIT
❑ NOT REVIEWED 0 FOR YOUR INFORMATION
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Sub ittals are reviewed for conformance with design intent
and general compliance with the Contract Documents only.
Notations Do Not Authorize Changes to Contract Sum.
►�O. 43796
Apprbval, comments and/or corredtions does not relieve the,
-
Contractor from compliance with the Contract Documents. The
Cunt actor is responsible for confirming and correlating all
.. STATE OF
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quantities, dimensions, tolerances, clearances, fabrication
proc sses, techniques and sequences of construction,
�' •'�L(N�1t7�.�'`�N
'
�,,sc':......yGR��•
coma„bility of materials and methods, coordination of their
work, with other trades and subcontractors, performance of
lllIIj� tit00
work, in a safe anq satisfactory manner wmpi.ance
'hnth the Con act nits.
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RDLOWIJ BY
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
Richard E.
Hoaglin, P.E.
2018.11.02
11:58:14
Richard E. Hoaglin, P.E.
FLORIDA_
Professional Engineer No. 48796
A. S. DESI ®ROUP
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.
[CC Em Iil: cbugg@nvrinc.com; elibrihi@nvrinacom; Imhoff, Bryan [BIMHOFF@nvrinacom]; jomcalli@nvrinc.com; rofingar@nvrinacom; sign/seal MAIL to
ryan homes at�1777 Willows Square, Vero each, FL 32966
ST. LUCIE COUNTY BUILDING DI ION
REVIEW D FOR C PLIANCE
REVIE
DATE
PLANS AND P RMIT MUST BE KEP• "• JOB
SITE OR �O INSPECTION(S) WIL E MADE
i
UES Project No: 0310.1700251.0030
UNIVERSAL UES DOCS No:
UES Report No: 102331-1 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): 0.50
, Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 1.50
B 820 revard 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 Subdivision Lot 17
5324 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL
DateIof 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.
Whilei 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.
The Contractor was notified of the test results or a copy was left for their records.
\ F
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
820 Bre�vard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
UES Project No: 0310.1700251.0030
UES DOCS No:
UES Report No: 102331-1 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 17
5324 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
Tech , ician: 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 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
/W test
0-1 ft
12.00
7442
110.5
10.8
99
A
2
N/E test
0-1 ft
12.00
7442
108.5
10.0
97
A
3
S/E test
0-1 ft
12.00
7442
111.1
11.0
99
A
4
S/vv test
0-1 ft
12.00
7442
109.0
10.3
97
A
Ref. Datum: 0 = Top of Final Grade
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
7442
112.0
11.0
(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.
i
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
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