HomeMy WebLinkAboutFIELD DENSITY TEST 5-10-18Phone 954.784-2941
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`__= 800.848-1919
e d eFax 954.784-7875
& TESTING INC. wvvw.fed-eng.com
250 SW 13th Ave Pompano Beach, FL 33069
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 12, Creekside Date: May 7, 2018
Address: 3146 Tidewater Circle, Fort Pierce, FL Order #: 18DR376
Area Tested: Building Pad Permit #: 4(2 - C && 5
Material Type: Pale Brown Sand with Traces of Shell Tech: BK
Client: D.R. Horton, Inc.
Address: 1430 Culver Drive NE
Palm Bay, FL 32907
Compaction Req.: 95%
Proctor Method: ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
Center of Building Pad
12"
FL
10.3
105.8
108.3
14.0
97.7%
Yes
2
JSW Corner of Building Pad
12"
FL
8.3
106.2
108.3
14.0
98.1 %
Yes
3
NE Corner of Building Pad
12"
FL
8.9
105.3
108.3
14.0
97.2%
Yes
4
5
6
7
8
MAV Z
9
erml
frog d
10
pie Coon077en
11
12
13
14
1
L 0.01111111//
1
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer \\
This is a Compaction Test only on the top 12" of the pad and is not a verification of 40 WOW.
Legend for Elevation: -
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: r
SL = Springline FL = Final Lift Keith LeBlanc, Pam.*
SG = Subgrade BG = Below Grade Federal Engine6j g 'Testing,'MV
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. Oj3t,",, `OQ'���
hori fi
TOP = Top of Pipe FG = Finished Grade Certificate of Autt t 84 R-' 6" *'
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorizati,p }`��� i441►t-f Y;ents,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compa tlori 60,00 `9,S194113 e& of material
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results
do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test Is required to certify that the underlying soils will supportthe proposed structure
without settlement, If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the suitability of the underlying
soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this work.
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