HomeMy WebLinkAboutFIELD DENSITY TESTederal
& TESTING INC.
250 SW 13th Ave Pompano Beach, FL 33069
P'Seev _
permitting Qepaent
5t. Lucie County
Field Density Tests of Compacted Soils Method D-6938
Phone 954-784-2941
800.848.1919
Fax 954-784-7875
www.fed-eng.com
Project: Proposed Residence Lot 123, Creekside
Date:
March 9, 2018
Address: 8448 Cobblestone Drive, Fort Pierce, FL 34945
Order #:
18DR180
Area Tested: Building Pad
Permit #: Z- -
Material Type: Pale 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
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
Center of Building Pad
12"
FL
6.9
106.8
107.0
10.1
99.8%
Yes
2
ISW Corner of Building Pad
12"
FL
8.3 1
106.3
107.0
10.1
99.3%
Yes
3
NE Corner of Building Pad
12"
FL
6.8
106.9
107.0
10A
99.9%
Yes
4
5
6
7
8
9
10
11
12
13
14
p� p�
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer ��•• �tG E NSF •,� �O�
This is a Compaction Test only on the top 12" of the pad and is not a verification of So I Be.$ g QaRacJtY,
Legend for Elevation:
PR = Proofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by:
SL = Springline FL = Final Lift Keith LeBlanc, P.E r °,° STATE
SG = Subgrade BG Below Grade Federal Engineering'.b esting Inc. ��
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394f�s+�` `\��
TOP =Top of Pipe FG =Finished Grade Certificate of Authorizatlon`��aMAL. ``�Z\d
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization fdr�p{.bp aji n't�f{AXments,
conclusions or extracts from or regarding our reports is reserved pending ourwritten approval. A density test determines the degree of compaction of the tested layer 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 soll 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 solls, 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 perforr"00010*o ROVAL
PAGE 1 of PARTIAL APP