HomeMy WebLinkAboutFIELD DENSITY TEST:._
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Phone: 954-784-2941
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APR :1 : 3.7019
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&TESTING INC.: • .
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250.SW 131h Ave Pottipano Beach, FL 33069
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le F Id Density:Tests. of. Compacted.; Soils Method:D-6938:.
- Project:, .: Proposed:kesidence -Lot.78; Creekside.'
:. :. : - .... :. :Dafe::.
April 3;:20'18 .:.'
AdAddress: 8449.C6bblestone Drive;fort .Pierce; FL.
`Order.#.:
1,8DR276 :.. •:.,
.
:Area,.Tested:: Bwlding Pad , ... ., :.......: :: • ' '
:• :: • : ' :.. : : Permit#:.:. l 17
.. .....,
Material.Type:: Brawn Sand :with Some- Shell & Rook
Tech:::.::.::.-
CO'
• Client. D.R,-Horton,-.Inc. ' .' .. _.. : :......
:.. ::. :.
,, .:........ : ..
'Address:, ' 1430 Cuiyer. Drive NE'..... '.: ::. `'
: • .: :: Compaction Req..:...
: Palm Bay; FL 32907 :. ..:.:...::.
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Tes
Tes f
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TEST'LOCATIQN:...
Probe,
Elev.:.
Moist ....
.o
. Dry.. '
Density:
Proctor :
;Value,
• optimum
:Moisture.
Compaction,
Pass
#,'...
::• .. .:
-Depth
PCF
P.CF--
.
A.
NW: Corner.of Buildin Pad':....
:12":-
.' FL• :
;: 8.7 ::-.105.4::
:108:2 :
' � 13.6 _ •.:'
. 97.4%Q :..
••Yes,
2:
Center.of Buildin .Pad`
12"
.'. FL":.
11.0
AND1.08.2:
.'..115 ;
98:0°Io .:
Yes, .
...3
SE Corner of Buildiri . Pad.'..:12".
FL•
-8:1-
..105.8
- ':1082: '
_ .13.5.
97.8% : •
Yes.'.
6.:
7 '..
1.2.
1.3
14..
emar• s:.'. 'See Reverse Side (Page 2 of 2)." or AdditioncM lnf6rmatidn .or Disdaimer
This is a Corrioadidii Test only:on the top AT' of-the:pad -arid is.not a:verification of Sotf Beafing Capacity:
Legend for: Elevation:: _
OR Proofroll.. 1;23 = .1st; 2nd; 3rd: Lift.': : :: :. Submitted:by :
SL = Sprihgline. - FL Fihal Lift °� Keith. ,! eBlanc, P:E.:
SG = Subgrade. BG = Below.Grade '' , : Engmeerirlg $'T sting, Inc:.! . Federal e.
RC BOF = Bottom of Footiri Florida Rag:;No: 5�3�34°_
TOP =Top: of Pipe. FG -Finished Grade' _ Certificate of, i4uthot7atin 0547.1
As a mutual: protection to.clierits, the public and ourselves, all reports are submitted -as the confidential property:of-.c!!sots; and. authorization for publlcation-of statements,:.. —
conGusions, or extracts from or regarding ourreports is reserved, pending our written approval. A density test letermine's the deyrae of compaction of the tested layei'of material
only. A density does not -replace a soil bearing'capacity, determination.:These density tests do not'cerLfy. the underlying soil materials belnw the proposed structure. The results
do not.preclude or guararitee that future settlement and cracking will not occur'. A soil boring test.ls required to:6ertlfyth44he will support the proposed structure
without settlement: If no soil borings Have been performed W.v' erify the underlying soils, we �ecomrhend that soil borings be performed, "evaluate the suitibility'of the Underlying..
soil to supportthe proposed structure: After laying".dormant fora period of g0'days or aft& heavy rairi/storms;, retestlnd,njust be performed on. this work.
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Phone 904-784.2941
$60.848-1919
8 �'ESTINt; INC.
Fax 954-784.7875
250 SW 13th Ave Pompano Beach, FL 33069
www.fed-eng.com
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 78, Creekside
Address: 8449 Cobblestone. Drive, Fort Pierce, FL
Date:
April 3, 2018
Area Tested: Building
Material Type:
Order #: 18DR276
Permit #:
Brown Sand with Some Shelf & Rock
Tech:
CO
Client: D.R. Horton, Inc.
Address: 1430 Culver Drive NE
Palm Bay, FL 32907
Compaction Req.:
95%
Proctor Method:
ASTM D-1567
Test TEST LOCATION Probe
# Depth Elev.
Moist Dry
% LDensity
Proctor
Value
mpaction Pass
CF
PCF
!131.5
1 NW Corner of Buildin Pad 12" FL
8 77' 105.4
108.2
97.4 0 Yes
2 Center of Buildin f Pad 12" FL
11.0 106.0
108.2 13.5
98.0% Yes
3 SE Corner of Buildin Pad 12" FL
8.1 105.8
108.2 13.5
97.8% Yes
4
A
C
11
14
Remarks:
v ,its ra a %oornpacnon Test only on the topLegend for Elevation: on oil Bea ci 12" of thepad ad and is not a verification of sI,•
PR = Proofmll 1,2.3 = 1st, 2nd, 3rd Lift ' 0.593 n
Submitted by: ;
SL = Spdngline FL = Final Lift
SG = Subgrade BG = Below Grade Keith LeBlanc, P.E. J 1,S ; a
BC = Basecourse BOF =Bottom of Footing Federal Engineering & 7s'V *Inc. ; r �iz
Florida Reg. No. 69394 sr % TOP = Top of Pipe FG = Finished Grade `la4�
% op0RIID,�P.�6��t���`
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property ofCertclients.ts. and aute of thorization fo' 'tff�s
conclusions or extracts from or regarding our reports Is reserved pending our written approval. A density test determines the degree of compaction of the tes
only. Adensity does not.replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. d> �Jfe results iall
do not preclude or guarantee thatfuture settlement and cracking.will not occur A soli boring testis required to certify that the underlying soils will support the proposed structure
without sememont. If no soil borings have been performed to verify the underlying soils, we recorpmend that soil borings be performed to evaluate the suitability of the underlying
soil to support the proposed structure. Aker laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this work.
for
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