HomeMy WebLinkAboutARDAMAN & ASSOCIATES PAPERWORK71e8780097 Ardaman&AssocK,' 'ic. Ardaman&Associates Inc.
_-- Ardaman &Associates, Inc.
Consultants in Soils, Hydrogeology,
Foundations and Materials Testing
--°d2:48 p.m. 01-20-2015
SCANNED
St. Lucie Couniv
Date: January 20, 2015
COVER SHEET FOR FACSIMILE TRANSMISSION
MESSAGE TO:
Company Name: St. Lucie County Building Department
Attention:
FAX Number: 772462-1578
MESSAGE FROM:
Sender: Deanna Duffy
FAX Number: (772) 878-0097
Comments: Compaction Test for 17600 Pineapple Lane
Modine Residence
PetmttN- 1gC 14�1�1= 722
Total number of pages sent (including this cover sheet): 3
If this message is incomplete or not legible, please contact. me at
(772) 878-0072
460 NW Concourse Place, Port St. Lucie, Florida 34986. Offices in Avon Park, Bartow, Bradenton,
Cocoa, R. Myers, Miami, Orlando, Port Charlotte, Port St Lucie, Sarasota, Tallahassee, Tampa, W. Palm Beach
1 13
7728780097 Ardaman & Assoc' °,-,sac. Ardaman& Associates Inc. °--53;35 p.m. 01-20-2015 313
m i'_: Daman & Associates, . ,c.
Certificate of Authorization No, 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, Florida 34986
Phone: (772) 878-0072
Fax: (772) 878-0097
FIELD DENSITY TEST REPORT
PROJECT: 17600 Pineapple Lane, St. Lucie County
FILE NO.: 15-0000
Permit No. SLC1411-0072
REPORTED T0: Jonathan & Alyssa Modine
DATE OF TEST: 1/20/2015
TEST
House Pad and Footing Subgrade
MDR
MOISTURE
CONTENT
DRY
PERCENT
DEPTH
NO.
NO
DENSITY
COMPACTION
LOCATION
1
North Wall Footing
1
9.2
118.4
98
0 to -V
2
West Wall Fooling
1
8.6
117.9
98
0 to -1,
3
East Wall Footing
t
9.9
118.6
99
0 to -1,
4
South Side of Pad
1
7.7
119.2
99
0 to -V
5
North Side of Pad
1
7.4
117.8
98
0 to -1'
6
Center of Pad
1
7.8
118.3
98
0to-1,
` DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT
FIELD TEST: r: ASTM D-2937 rv: ASTM D-6938 r ASTM D-2167 G ASTM D-1556
TECHNICIAN: TCICF
Test depth referenced from:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
lop of footingitop of slab
MDR ASTM MAX. OPTIMUM
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\�\ _ ca IN, `///
P' Lt i-I--- ,
MOISTURE
NO. TEST METHOD DENSITY
�
®' F
CONTENT
` •�
t No. 63811 x
1 D-1557 120.5 PCF 9.5 % Remarks:
OF
an J. Zr (lack, P.E.
orida Li rise # 63911
AS A MUTUAL PROTECTION TO CLIENTS, THE PUSUC AND OURSELVES, ALL REPORTS ARE SUSNU TED AS THE OONFIDENML PROPERTY OF CLIENTS AND AUTHORRATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRRTENAPPROVAL
77H780097 Ardaman&Assoc-t.,Inc. Ardaman& Associates Inc,
""2:59 p.m.
01-20-2015 213
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-
Ardaman a Associates, Inc,
Ardaman
460 NW Concourse Place,
Part Sit Lucie, FL 34086 34988
&Associates Inc.
Phone(772) 878.0072
FAX (772) 878-0097
Florida Certificate of Authorization No. 00005950
MODIFIED PROCTOR (ASTM
D-1557)
Project Name:
Madinat Residence
Date Sampled:
111212014
Project Location:
Pineapple Avenue, St. Lucie County, Florida
Sampled By:
TC
File Number:
16-0000
Date Tested:
111412015
Client Name:
Mr. Jody Modlne
Tested By:
TC
1000.0
z
0
m too. o
LBR VALUE (%)
a
LL
+4 MATERIAL (%)
0
4 MATERIAL (%)
e
m 19.0
Q
mK
J
0
1
2
3
4
5
6
7
8
9 10
11
12
13
14
15
16
17 18
19 20
MOISTURE
CONTENT
(%)
,3s
DENSITY (pcf)
730
120.5
OPTIMUM
a126
MOISTURE (°h)
=
9.5
W
3 120
FINES (%)
NIA
C115
Curves of 100Y Saturation
I" Specific Gavlly Equal to:
t10
2.60
2.65 — — -
ws
0
i
2
3
4
6
6
7
8
9
10
11
12
10
14
75
IB
17
1e
19 \\q
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MOISTURE
CONTENT(%)
\\
1 .
SAMPLE NUMBER: 16403 � i A, i 77
SAMPLE DESCRIPTION: Brown Fine Sand with Trace Rock Clay and Shell i�A 11. S—n TE
e
SAMPLE LOCATION: House Pad
PROPOSED USE: Submade l Baekflll
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ttyetluretleraplM (Wiawul Nat eppraval°I Ne!eelm4laaarelmy. no uw Naurneme must remrve our
vnitlen eppmvat aurleven aM,epmu eppy onyly Ne sample bwetl emlm InapeCeq andere not
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Florida LI ense No. 63911
A -aman & Associates nc.
Certificate of Authorization No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, Florida 34986
Phone: (772) 878-0072
Fax: (772) 878-0097
FIELD DENSITY TEST REPORT
RE6EIV-ED JDL.,M2015 _3
PROJECT:
Pool Deck at 17600 Pineapple Lane
FILE NO.: 15-0001
REPORTED TO:
Jody Modine
DATE OF TEST:
7/20/2015
TEST
MDR
MOISTURE
DRY
PERCENT
DEPTH
NO.
pool Deck Subgrade
NO.
CONTENT
DENSITY
COMPACTION
LOCATION
%
1
North Side
1
7.2
118.6
99
0 to -1,
2 -
East Side
1
8.1
119.3
99
0 to -1,
3
South Side
1
7.9
120.1
100
0 to -1'
4
West Side
1
8.4
118.7
99
0 to -1,
• DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT
FIELD TEST:
❑ ASTM D-2937 r ASTM D-6938 0 ASTM D-2167 ❑ASTM D-1556
TECHNICIAN:
TC
Test depth referenced from:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
top of Subgrade
MDR ASTM
MAX. OPTIMUM
TEST
MOISTURE
NO. METHOD
DENSITY
CONTENT
N0.63911
1 D-1557
120.5 PCF 9.5 % Remarks: y} .
s $ ipr
A : STATE OF ;
/111s?01VA' ove\\N
n J. rallack, ,E.
F rida cense # 63911
ASA MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBUCATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL