HomeMy WebLinkAboutCOMPACTION TEST (LIFT 3)0'ederal
Oesting, Inc.
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Single Family Home Date:
Address: 5804 Raintree Trail, Fort Pierce, FL 34982 Order #:
Area Tested: Building Pad - Retest Permit #:
Material Type: Dark Brown Sand
Company: Groza Builders, Inc.
Address: 1332 Biltmore Street
Port St. Lucie, FL 34983
Tech:
Compaction Req.:
Proctor Method:
Phone: 954-784-2941
E-Fax: 954-784-7875
admin@fed-eng.com
www.fed-eng.com
. .
January 17, 2022
22CMT0166
GD
98%
ASTM D-1557
Test
#
TEST LOCATION
Probe e
Depth
Elev.
Moist
�°
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1 IN
E Corner of Pad
12"
FL
11.8
105.8
102.0
12.0
103.7%
Yes
2 1
NW Corner of Pad
12"
FL
9.4
106.9
102.0
12.0
104.8%
Yes
3 ISW
Corner of Pad
12"
FL
11.2
106.1
102.0
12.0
104.0%
Yes
4 ISE
Corner of Pad
12"
FL
8.2
104.8
102.0
12.0
102.7%
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 on the top 12" of the pad/footing and is not a verification of Soil Bearing Capacity.
Legend for Elevation: /
'
PR Proofroll 1,2,3 Submitted b: �--X 1st, 2nd, 3rd Lift Y
SL = Springline FL = Final Lift Keith LeBlanc, P.E. /�>L
SG = Subgrade BG - Below Grade Federal Engineering & Testing, Inc.
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 593941,
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 clients, 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 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 soil boring test is required to certify that the underlying s9il; will support thi 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 an this wark.
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