HomeMy WebLinkAboutCOMPACTION TEST (LIFT 1)Dederal Phone:954-784-2941
E-Fax: 954-784-7875
0",-,ngineering admin@fed-eng.com
www.fed-eng.com
(j esting, Inc. 3370 NE 5th Avenue Oakland Park, Florida 33334
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Single Family Home
Address: 5804 Raintree Trail, Fort Pierce, FL 34982
Area Tested: Building Pad
Material Type: Dark Brown Sand
Company: Groza Builders, Inc.
Address: 1332 Biltmore Street
Port St. Lucie, FL 34983
Date: January 11, 2022
Order #:
Permit #:
Tech:
22CMT0108
TS
Compaction Req.: 98%
Proctor Method: ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
p
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
NW Corner of Building Pad
12"
1 L
8.7
100.4
102.0
12.0
98.4%
Yes
2
NE Corner of Building Pad
12"
1 L
1 8.5
101.1
102.0
1 12.0
99.1 %
Yes
3
1 Center of Building Pad
12"
1 L
7.9
100.8
102.0
12.0
98.8%
Yes
4
ISW Corner of Building Pad
12"
1 L
9.8
100.4
102.0
12.0
98.4%
Yes
5
SE Corner of Building Pad
12"
1 L
9.5
100.8
102.0
12.0
98.8%
Yes
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 = 1st, 2nd, 3rd Lift Submitted bY
SL = Springline FL = Final Lift Keith LeBlanc, P.E.`;
SG = Subgrade BG = Below Grade Federal Engineering-& Testing, Inc:;-
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 52394 `
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 publicstion of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of conipaction of the tested layer of maierial
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials beiow 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 soils will s;lppoi t"e 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 th,- suitability rif ;he 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 on this wcrI4_
PAGE 1 of 2