HomeMy WebLinkAboutCOMPACTION TEST.pdfederal
eQ.engineering
WMO)esting, inc.
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Date:
Address: 5110 NW Dunn Road, Fort Pierce, FL 34981 Order #:
Area Tested: Building Pad Permit #:
Material Type: Light Gray Sand with Some Rock & Shell Tech:
Phone: 954-784-2941
E -Fax: 954-784-7875
admin@fed-eng.com
www.fed-eng.com
-33710 NAMUT'.. .
Company
Address:
Groza Builders, Inc.
.r,11 SW Port St. Lucie Blvd.
r-) + C+ I rio PI ` AQR l
August 7, 2020
20CMT2414
OE
Compaction Req.: 95%
Proctor Method: ASTM D-1557
Test
#
I Vl l v.
TEST LOCATION
Probe
Depth
Elev.
Moist
°
�°
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
NW Corner of Building Pad
12"
FL
15.4
112.7
113.5
12.0
99.3%
Yes
1 1
2 INE
Corner of Building Pad
12"
FL
17.3
108.1
113.5
12.0
95.2%
Yes
3
Center of Building Pad
12"
FL
16.7
109.5
113.5
12.0
96.5%
Yes
4 ISE
Corner of Building Pad
12"
FL
16.4
109.8
113.5
12.0
96.7%
Yes
5
6
7
8
9
10
11
12
13
14
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer
This is a Compaction Test only or, the top 12" of the pad and is nota verification of Soil Bearing Capacity.
Legend for Elevation:
:
PR - Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:
SL = Springline FL = Final Lift Keith LeBlanc, P.E.
Federal Engineering & Testing, ,ric.
SG - Subgrade BG -Below Grade
BC = Basecourse BOF = Bottom of Footing Florida Re.g_1Jo. 59394
TOP = Top of Pipe FG = Finished Grade Certificate of Authorization #5471
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clierrts, and authorization for publication, of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compaction of the tested laver of material
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materiai,a below the proposed structure. Th,. results do
not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the unaeriping :.oils will support the p�cposad structure
without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed io avaluL.te the suitabiNy 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 perforrncd on finis work .
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