HomeMy WebLinkAboutUES REPORTONIVE UES`Project No: 0310.
R S A L UES DOCS No:
ENGINEERING SCIENCES UESReport No: 1136i
Consultants In: Geotechnical Engineering 9 Environmental Sciences OnSke Trme (hrs): 0.75
Geophysical Services • Materials Testing 9 Threshold Ins Travel Time (hrs):
Inspection Lab Time (hrs): 1.0.00
5
uddingGodsAdministration, Compliance pettron&plan Review Total Time (hrs):2.00
820Brevard Avenue, Rockledge, FL 32955 - P: 321.638.Oaoa . r:. 37, aqo AAvo
t ' David Mann Construction
4131 South U-S 1 Building. B, Suite 4
Fort Pierce, FL 33982
ct: Mann Warehouse
904 South Market Avenue, Ft. Pierce, St. Lucie County, FL
of Activity:; Wednesday, 31 July, 2019
luesteo, a Universal Engineering Sciences Technician was present at the above referenced project s
cork testing for the Footing ,
9
on site, the technician observed the general condition of the areas.to be tested and performed 5 den: g. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were
t compaction requirements of 95% of the maximum dry density per ASTM D-1557.
ician alsopldied up proctor
SCANNED
BY
St: Lucie County
ARC
to r
6Si
INIVERSAL
NGINEERING SCIENCES
¢ultants In: Geoiechriieal Engineering • Environmental Sciences
.physical Servlces • Materials Testing •Threshold. Inspection
ding Code Administration, Compliance Inspection & Plan Review
ackiedge, FL 32955 -P: 321.638.0808- F: 321.638.0978
UES Project No.:
Date Typed:
i
FIELD AND LABORATORY REPORT COVER PAGE
Client: David Mann Construction
413'1 South U.S 1 Building B, Suite 4
Fort Pierce, FL 33982
i
Prcje+ : Mann Warehouse
904iSouth Market Avenue, Ft. Pierce, St. Lucie County, FL
,
As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materi s testing.
field inspection services on the above project. Testing results andlorinspection observations are reported the atte
sheets. The contents of this package are summarized below:
I
Se�nno .,f tnr,,.t.
Work Order No.
Date
-- — ...
Type of Report
.
N369e-1
0I il:019
m-mace Density Test Report w/Activity Record
We hope this information
is
suffireicnt for our i d'
the
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Sincerely,
Universal
Certificate
Richard E. Hoaglin, P.
FLORIDA
Professional Engineer
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UNIVERSAL UEs Noo: 0110.11
ENGINEERING SCIENCES UES Report No: 113696
Consultants In. Geotechnical Engineering:• Environmental Sciences
Geophysical Services • Materials Testing . Threshold Inspection
building CodeAdministraBay Compliance Inspection& Wan Review
820$tevard Aven Jef Rockledge, FL 32955-pr321.838.0808- F: 321.638.0978
tn-Place Density Test Repor#
Client: David Mann Construction
4131 South U.S 1 Building'B, Suite 4
§ Fort Pierce, FL 339V
Project Mann Warehouse
904 South Market Avenue, Ft. Pierce, St. Lucie County, FL
ArealiTested: Footing
i
Type! of Tests Field: ASTM D-6938 Nuclear Gauge Method . Date of Test: 07 31/:
Lab: ASTM D1557 Modified. Proctor
Techhician: iRussell Brause
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surfilciall soil
rinly and An. nM ^A l.......:a�_
073119
Is WOW th0
tested chpths.
Test
No.
i :
,. Location of Test
Range
Depth
(inch)
Proctor
(2)
Field Dry
Density
- Field
Moisture
% Comments
1
N side air of footing.
O to Aft
12.00
_
9455
{PCp}
%
Compaction t31
2
E side footing.
108.7
7.9
97 A,
air of
t
0 to -1 It
12.00
9455
111.5
7.6
99 4
3
S side ctr of fooling.
0 to -1 it
12.00
9455
109.0
5.0
97
4
W side ctr'of fooling.
0 to -1 ft
12.00
9455
107.8
7.5
A
96 A
5
Miiddle,ctr of footing.
0 to -1 ft
12.00
9455
108.3
6.3
96
(1)
Ref. Datum-`O = Rntfnm of
+:n
A`
(2)
j.
mum -
Optimum
Proctor
y
Moisture
_ #
:D:ensity
Content
I 9455
:5
10.5
ta/ wum ants Key
A- Compaction meets min, require
B.'Compaction does not meet min.
C. Moisture does not meet requirei
D. Recompaction required
E. Recompacted, Retested, Meets
This tail was performed without deviation from ASTM procedures.
i
This report $half not be reproduced, except in fuhl, without the written approval of universal Engineering Sciences.
PrOject'NaMO:
Mann Warehouse
Sample Location:
Stockpile
Intended Use:
Fill
Material Description:
Medium Gray and Brown sand
Sampled By:
Russell Brause
Date` Sampled:
7131/2019
Project Number. 0310.,
Lab Number. 24627
FDC Number. 9455
Soll.classification: Sp
Date Plotted: &W2019
Tested By- Mike Cox
Doe Tested: a/5/2019
SUMMARY OF TEST RESULTS
TaStMetfitid' ASTMD1557Method A
Maximum Dry Density. pct 1112X
Optimum Moisture. %:
lox
Passing 3.5" Sieve,%:
too
Passing. No; 4 Sieve, %:
93
Passing No. 200 Sieve, %:
N/A
130
25
X,
120
Ifs
U
curves Or'100% Saturation for
Specific Gmvfty Equal to-
x0rding to AASHTO T 002,
studl not be reproduced. except In full, wR,hmd the wiftOn approval of 1.16mul Engineering saencea. [n,