HomeMy WebLinkAboutFILLED & LABORATORY REPORTUES
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55.0000
�IUNIVERSAL Date Typed: No.: Sep em7ber411, 2018
ENGINEERING SCI-ENC.ES
Consultants Ini Geotechnical Engineering •'Environmental Sciences Sr ��
Geophysical Services • Materials Testing • Threshold Inspection M!Ni1
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Building Code Administration, Compliance. Inspection & Plan Review BY
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i 820 Brevar4venue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 q ,
Construction Materials Testing Services
��i� FIELD AND LABORATORY REPORT COVER PAGE
I, RECEIVED
Client: Ryan Homes
I 1450 Centrepark Blvd Suite 340 S E P 19 2018
West Palm Beach, FL 33401
Lucie County, P§rM t�ing
'Project: Oakland Lake Estates Subdivision House Lot Investigation Lot 35 Fi -
5247 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL 0 5-6ot-
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:
Scope of Work
Work Order No.,,l
Date
Type of Report
66331-1
10/11/2017
In -Place Density Test Report w/Activity Record
I
We hope this information
the undersioned.
is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
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❑ REVIEWED AS NOTED
L.,I Rfvi,t itESuBrdIT
O REJECTED/RESUBMIT
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❑ FOR YOUR INFORMATION
sU: .ttau are
9r conformance with design intent:
any: general co;.. �I�
;I: ;Le Contract Documents only
Not.tt.uns Do ?io: I
u :.:, urges to Contract Sum:
Review: Conui:enr ..ill
Co �e, ;::ns does not relieve th
Contracts; ';cn rom,;..
,Ot 1.:c;r. 3�1 Documents The
Contrael:,r rs e.,. , I
ui ... ;•i: c ��,: ,� .;,ling ail:
quant;he, :, rscnt.
a;�;•ces c�ea a �. :atiricat;on
process:,.
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s�c�PC:_ nStfUC:iOn.
compat;uila) „f r.,,;c..•,
-na m it �o�: anon rncu
work with oti •: ; .. �•
;,, sub�� ro a,;ce at
work m a se, + ::::i-
'�tlnr. mannri ahJ w; t ompliance
with the Cont .•,,rumems
I
DAZE
11 RE DBY
A. 13. U'+SIGN R
ICC Email:
tridley@nvrinc.com
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
Richard E.
Hoaglin, P.E.
'2018.09.12
12:41:49
-04'00'
Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
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 verged on any electronic
copies.
FILE COPY
UES Project No: 0310.1700465.0000
U N I V :E R S A L UES ROCS No:
I UES Report No: 66331-1 ARC 101117
ENGINEERING SCIENCES On -Site Time (hrs): 0.25
Consuhri ih. Geotechnical Engineering e,EnvironnienU 54eoces' Lab Time (hrs): 0.00
Geophysical Services Materials Testing a Threshold Inspection Travel Time (hrs): 0.25
Building Code Administration; Compliance Inspection & P,Ian Review Total Time (hrs): 0.50
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
Client:
Project:
Date of Act
Technicia�
As requester
,the purpose
!DENSITY TE
While on site
at 6247 Oakl
to meet the E
BEARING C
Technician a
The fill soil
the assumed
Activity Record
Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Oakland Lake Estates Subdivision House Lot Investigation
Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL
Wednesday, 11 October, 2017
Cliff
a Universal Engineering Sciences Technician was present at the above referenced project site for
earthwork testing for Lot 36.
the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 35
nd Lake Cir. This test was performed in accordance with the ASTM D-6938 Nuclear Gauge Method and found
3ject compaction requirements of 95% of the maximum dry density per ASTM D-1557.
hand augered to a depth of 5' and no organic material was found.
r to be suitable granular materials without expansive clays and are in accordance with
code soil conditions of 2,000 psf that the designer noted was used for design of the foundations.
820 Breva
UNIVERSAL
,ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering'- Environmental5ciences
Geophysical Services'• Materials Testing i Threshold Inspen'
Building Code Administration,',Compliance Inspection &'PlanctioReview
e, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978
UES Project No: 0310.1700455.0000
UES DOCS No:
UES Report No: 66331-1 DT 101117
In -Place Density Test Report
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Estates Subdivision House Lot Investigation
Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL
i
Area Tested: Lot 35
III
Type of T st: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/11/2017
Lab: ASTM D1557 Modified Proctor
f �
ITechnicia Cliff Cherrnay
(Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions
�1 only and do not address the condition of the underlying soils below the tested depths.
'I
Field Dry
Field.
Test
�I
Depth
Proctor
Density
Moisture
%
Comments
No.
Location of Test
Range
(inch)
(2)
(PCF)
%
Compaction
(3)
1
Lot 35
I
0-1 ft
12.00
7492
115.5
12.5
100
A
I
(1) Ref. Datum: 0 = Top of Final Grade
(2)
Maximum
Optimum
Pro for
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