HomeMy WebLinkAboutFIELD DENSITY TESTRECEIVED
Phone 954.784.2941
APR ,2. 0'1018 800.848-1919
ederal LAL Permitting Department Fax 954.784-7875
& TESTING INC. St. Lucie County www.fed-eng.com
250 SW 13th Ave Pompano Beach, FL 33069
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 129, Creekside Date: April 18, 2018
Address: 8424 Cobblestone Drive, Fort Pierce, FL Order #: 18DR312
Area Tested: Building Pad Permit #: — o 5
Material Type: Light Brown Sand with Traces of Shell Tech: BK
Client: D.R. Horton, Inc.
Address: 1430 Culver Drive NE Compaction Req.: 95%
Palm Bay, FL 32907 Proctor Method: ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
p
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
Center of Building Pad
12"
FL
6.1
104.3
106.0
12.0
98.4%
Yes
2
SE Corner of Building Pad
12"
1 FL
6.0
1 104.8
106.0
12.0
1 98.9%
Yes
3
NW Corner of Building Pad
12"
FL
6.9
105.0
106.0
12.0
99.1 %
Yes
4
5
6
7
8
9
10
11
12
13
14
1111
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer S\ Q V 4 N L
This is a Compaction Test only on the top 12" of the pad and Is not a verification of
Legend for Elevation:
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: ( ' 0
SL = Springline FL = Final Lift Keith LeBlancAZE. j •
SG = Subgrade BG = Below Grade Federal Engine�t A Test*0�f 9/i
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 0,4. ` : 'U
P•
TOP = Top of Pipe FG = Finished Grade Certificate of Authl3riz t ij lORtV-..GN 1.
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authors t� �►�►���0, ents,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compac �796 s It��ib`f material
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the propdsed sW e. 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 support the 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 rainstorms, retesting must be performed on this work.
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