HomeMy WebLinkAboutFIELD DENSITY TESTRECEIVED
APR 2 ®1018 Phone 954-784-2941
edera 800.s48-1919
Permitting Department Fax 954.784-7875
& TESTING INC. St. Lucie County www.fed-eng.com
250 SW 13th Ave Pompano Beach, FL 33069
Field Density Tests of Compacted Soils Method D=6938
Project: Proposed Residence Lot 18, Creekside bate: April 18, 2018
Address: 8429 Cobblestone Drive, Fort Pierce, FL Order #: 18DR311
Area Tested: Building Pad Permit M f ZL
Material Type: Light Brown Sand Tech: BK
Client: D.R. Horton, Inc.
Address: 1430 Culver Drive NE
Palm Bay, FL 32907
Compaction Req.: 95%
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
6.1
104.3
105.3
12.1
99.1%
Yes
2
ISW Corner of Building Pad
12"
FL
6.9
1 105.2
105.3
12:1
99.9%
Yes
3
NE Corner of Building Pad
12"
FL
10.7
104.8
105.3
12.1
99.5%
Yes
4
5
6
7
8
9
10
11
12
13
14
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer I %'%% ' I I" t1i 14 N
This is a Compaction Test oniv on the top 12" of the oad and is not a verification of S&'13e&I5rSfi&W .
Legend for Elevation: �/
PR = Proofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: C $
SL = Springiine FL = Final Lift Keith LeBlangrP. .,'
SG = Subgrade BG = Below Grade Federal Engi—Rae 9 & TeAt+tA,Elr�F
BC = Basecourse BOF = Bottom of Footing Florida Reg. IS, 4
TOP = Top of Pipe FG = Finished Grade Certificate of Ata�lic��P,••�A�?�a��
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and aur04106�14
ftrmMgt T';��ments,
#Atconclusions or extracts from or regarding our reports fs reserved pending our written approval. A density test determines the degree of c(f1te@jOrfbT material
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below 4t��?e. 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 support the 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 on this work.
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