HomeMy WebLinkAboutFIELD & LABORATORY REPORT 9-27-18r -
.
UNS ;� Date Tyedt No.: 8
May 04, 20 1.0007
UES p
ENGINEERING S-C1' S SCANN� S�
_ Consultants in Geotechriical Erigmeering rl=nv�ronmental Sdences Ipp� �.
Geophysical Services • (Ulaterlals Testing Threshold Inspection
-pudding CodeAdmirnstration, Comphanc�e Inspection'& Plan 6ewevv tf9P,IP4o"IrAS
820 Brevard.Avenue .Rockledge, FL 32956 - P. 321.638.0808, - F. 321.638 09.78. ����.
Construction Materials Testing Services
FIELD AND L . BORATORY REPORT COVER PAGE
Client: Ryan Homes fd- Ill, j Isd
1450 Centrepark Blvd Suite 340 P
West Palm Beach, FL 33401
Oaklan ion Lot/2
Project: �
5353 Oakland Lake Circle
ort Pierce St:. Lucie Count, 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 contentsof this package are summarized below:
Scope of Work
Work order No. ° Date Type of Report
96110-1 ' 04/23/2018 In -Place Den§i(y 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 Authorization No. 00000549
�``�411;DtJfOtr�E�,
0j'Z,.; Richard E.
_ ,.`� ;• ckiVS •-;t� � Hoaglin; P.E.
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y/,, �G 2018.05.04
_ 16:30:1.0
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SEP 2 7 2' 1B.STE bF "'-04'OOr
Permitting D ` E;Wtmen St. Lucie C
--------_. -.-_ , FLt�,ill,lilSl.
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_ oigi�/ Signature. Printed
copies of this document are not considered sawed and
sealed and the signature must be verified on any electronic
copies.
ICC Email: cbugg@nvrin .coin; elibrihi@nvrinc,com; jomcalli@nvrinc.com; sign adn seai to, ryan homes
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UES ect No: 0310.1700251.0007
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UES DOCS No:
•
,
UES ReportNo: 96110-1 ARC 042318
ENGINEERING SCIENCES
Eonsultants In Geotechnkd Engineering • Environmental Saences
On-SiteTime ,(hrs):0.50
Lab Time (hrs): 0.00
Geophysical5ervices • MatenalsTesting a Tt.hreshold.140.6 t'ton
Travel Time (hrs): 0.25
-
Building.CodeAdministration; Compliance.lnsp don & 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 i
Oakland Lake Subdivision Lot 72
Project: 5353 Oakland Lake Circle
Fort Pierce, St. Lucie County, FL
Date of Activity: Monday, 23 April, 2018
Technician: ClifflCherrnay
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 ASTM -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 eft for their records.
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f ' '
UES Project No; 0310.1700251.0007
.I VE R' AL UES DOCS No:
ENGINEERING SCIEN:CE_S uESReportNo: 96110-1 DT042318
Consultants In Geotechrncal Engineering •Environmental Sciences,
Geophysical Services • MatenalsTesfing i-ffireshbid'Inspection
Building Code Administration; compliance inspection & Plan Review
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0408 - F: 321.638.0978
In -Place Density Test Report
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
Area Tested:
House lot ;
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 underlying soils' below the tested depths.
Test
No.
Location of Test
Range
Depth
(inch) I
Proctor
(2)
Field Dry
Density
(PCF)
" Field
Moisture
%
%
Compaction
Comments
(3)
1
NMI Test
0-1 ft
12.00 ',
21235
112.4
11.3
97
A
2
N/E Test
0-1 ft
12.00 I
21235
111.7
10.6
96
A
3
S/E Test
0-1 ft
12.00
21235
112.5
11.4
97
A
4
SMI Test
0-1 ft
12.00
121235
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
This test was performed without deviation from ASTM procedures.
(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 report shall not be reproduced, except in full, without the written approval of UnIiversal Engineering Sciences.