HomeMy WebLinkAboutFIELD DENSITY TESTR�CEF -- l O V /9 0
SCANNED MAR 0 b L01a Phone: 954-784-2941
ederal BY
Permitting Department E•Fax: 954.784.7875
gineering t. LUdSC®untv St. Lucie County wwwnfaefd -en .com om
esting, Inc. r ` •
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 51, Creekside Date: March 6, 2019
Address: 1 8732 Cobblestone Drive, Fort Pierce, FL Order #: 19DR232
Area Tes led: Building Pad Permit
Material Type: Dark Brown Sand'with Traces of Rock Tech:
Client: D.R. Horton, Inc.
Address: 1430 Culver Drive NE Compaction Req.:
Palm Bay, FL 32907
Proctor Method:
95%
ASTM D-1557
Test
#
; TEST LOCATION
Probe
Depth
Elev.
Moist
%
Dry.
Density
PCF
Proctor :
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
NW
,Corner of Building.Pad
12"
FL .
10.5
105.3
105.5
1.0.0
99.8%
Yes
2
SE
Corner of Building Pad
12"
FL
11.3
105.1
105.5
10.0
99.6%
Yes
3
JI
Center
of Building Pad
12"
FL
9.3
105.0
105.5
10.0
99.5%
Yes
4
5
i
6
7
j
8
9
I
10
i
11
12
13
14
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer ebb t ri i I ii1 t, .
This is a Compaction Test only on the top 12" of the pad and is not a verification of Soil earin ` • s $City. "",
Legend for bevation:
PR = Proofroll 1,2,3 = 1 st, 2nd, 3rd Lift Submitted by: �) o
SL = Spring I'ne FL = Final Lift KeitK LeBlanc, P.E:., NO Oti'
ig &
SG = Subgr'ide BG Below Grade Federal Engineerirresting, Inc* �V a
BC = Basec urse BOF = Bottom of Footing Florida Reg. No. 59394a ; 7Tl�TE OF -
TOP = Top 8f Pipe FG = Finished Grade Certificate of Authorii anN#5471 ' =
As a mutual p 6ecllon to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization'4oc publi�$tionbls et ie�Flehts,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A"density test determines the degree of compactlon,o�he ti` led tayer,girl terial
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the prdpos'eii'ssrUA,� : - f e results
do not precludelor guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying soils wilPsupport the+proposed structure
without settlem �t. 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 t e proposed structure. After laying dormant for a period of 9U days or after heavy raintstorms, retesting must be performed on this work.
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