HomeMy WebLinkAboutFIELD DENSITY TEST�• 032 SCAN
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3
ederal RECEIVED 48-19:'19
8 TESTING INC.Fax 954-784-7875
, 1-5 Ulb www.fed-eng.com
250 SW 13th A e Pompano Beach, Fl. 33M
Field Density Tests of Compa,fff #6W thod D-6938
t. Lucie oun ,
Client:
Paradise Homes Group
Date:
February 16, 2016
Address:
575 NW Mercantile Place Suite 109, Port St. Lucie, FL 34986
Order #:
16-602
Project:
Proposed Single Family Home
Permit #:
_151 a- 63 a3
Address:
2305 Atlantic Beach Blvd., Ft. Pierce, FL
Tech:
TS
Area Test
d: Building Pad & Garage Pad
Compaction Req.:
95%
Material T
, pe: Light Bluish Gray Sand with Slight Traces of Shell
Proctor Method:
ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
p
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
2
3
4
5
NW
NE 4mer
Cent
ISW C!omer
omer of Building Pad
of Building Pad
Irof. Building Pad
of Building Pad
12"
12"
12"
12"
Fl-
FL
FL
FL
1 10.4
11.3
11.8
10.7
108.4
110.8
108.1
111.5
118.2
113.2
113.2
113.2
12.0
12.0
12.0
12.0
95.8%
97.9%
95.5%
98:5%
Yes
Yes
Yes
Yes
6
7
8
9
10
11
12
13
14
Remarks: ee Reverse Side (Page 2 of 2) for
his is a Compaction Test only on
Legend for Ele
tion:
PR = Proofroll
1,2,3 = 1st, 2nd, 3rd Lift
SL = Spring in
FL = Final Lift
SG = Subgrad
BG = Below Grade
BC = Basecou
a
BOF = Bottom of Footing
TOP = Top of
; ipe
FG = Finished Grade
12" of the Pads and is not a
Submitted by. I!— ,
,%t111 I I Il////�
P.E.
As a mutual prote''tion to clients, the public and ourselves, all reports are submitted as the confidential property of cl1 NO p conclusions or cis from or re ardin our reports is reserved '�� Q ► ublicaUon of statements,
g 9 P pending our written approval. A density test determines the de n of the tested layer of material
only. A density do not replace a soil bearing capacity determination. After laying dormant for a period of 90 days.or after heavy rainstorms, retesting must be performed on
this work.
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