HomeMy WebLinkAboutFIELD DENSITY TESTPhone :954-784=2941
R-�CEIVFD.
SOM48-1919
,
...
"
.: F 4-7 ax, 9 -78 8 5
• & T- WING INC.-.:
www.f6d-.e.ng com : .
250 SWIM Ave Pompano Beach, FL 33069
: Field D.ensit� To ac a
of s.Method D-693.8
: :.: • ..::' .:: '' : :. '
Project: Proposed Residence. ' '. Lot :106; Creeks.ide
: Date:::
April 10, 2018' :.
Address:' ,.85:1:2'CobblestQho Drive,. Fort.Pierce;:FL -. ' :: : '
: ' Order#::.:...18.DR29
:.
5.
Area. Tested: ,' . Building' Pad
=
Material Type: ': B.rown:.Sand with Traces of Shell ' :.
:.. ='Tech::.'
• ' .... BK ' : .. = ... '
::' Client: D.R.'Horton,'Inc:
Address:.': 1430' C ulver. Drive NE .. =..:' : ::. ' :.:..:- ' ., :...• ; ..:
Compaction Req.:'
. ' . 95%::'
:.. ' . .
' A nTR A• 11' it CC7'
Palm Bay; FL: 32907_'"
Test
: TEST LOCATION :.
Probe
Elev.
#.
'
'
Depth
.
'1 -
Center of: Buildind Pad.:-..'.1`-
.1.2'.
FL:
2'::
SW .Corner of Buildin - Pad:
3
NE Corner of Buildin . Pad. ::
:..
12"
: FL:
.5'::..'•'..'.
.::.
6
Tj.-
,.8.
:9-::.:
.
..
.12
:.. .
-13:
Moist
. .Dry
Proctor..-
'.Optimum
,
. o
o
, Density.
; . Value ..
• ,.Moisture. ; ..
Compaction;
Pa$s :
PCF:' .'
' PCF' ...:::%
-:
:1'0.3.
'' 105.6.::
106:6 .
' . 14A::
99.1%
Yes-.
11.0.
105:1"106:6.
6,.7.
'105.0-,
IOU.,,::14.0,
:
.99.2%.
YeS
Remarks:', ;' See Reverse Side (Page'2 of 2) for.Ad" Monal information for'Disclahner' • • :: '
'This is a'.Compactiorl Test:onl . on.the' top, 12'! of the paid. and is not a verification •of Soil Bear! ng';C030ty. _ • '
Legend for Elevation:.
PR = Proofroll,' ..' 1,2,3, 1st, 2nd., 3rd Lift - Submitted by::. '!
SL = $pnngline.: FL = .Final Lift Flle Copy. ; ' :Keith LeBlanc, Pf
SG'= Subgrade. ".. BG = Below, Gra Federa Engineering & Testing , Inc. ;
TIAL APPR�V�A:� . , Q� Florida IReg , No 59394
BC:= .Basecourse . BOF =.Bottom ofiiofi
,TOP top-of.Pipe: FG Finished Grade : :- Certificate of: iAhorization.#54'1
Asa mutual protection.to. clients,.the public and ourselves; all .reports are submitted as the confidential property of clients;. and, authorization for"publication of stafemgnfs,
-conclusions or extracts frombr regarding our. reports is reserved pending our written approval. A density test determines the degree of oempacgon of the tested layer of material
"only.. A density does not "replace asoil bearing capacity determination: These density tests do not certify.the underlying soil materials 4616 the proposed structure h1 .results
do not preclude or guarantee that future settlement and cracking will not occur: A §oil boring test is required.to certify that the underlying oils w!ll�support the p', posed structure
withoutsettiement. tf no soil b6dnds have been performed to Verify the. underlying solls,'we recommend that:soll borings be performed to evaiiiate the�su lability of.the underlying
:soil to supportthe proposed structure, After:.Wying dormant fora period of 90 days.or after heavyYain/storins, retesting must be performed'on this Nock','',
PAGE 1 of 2: :
Compacted Soils' Method D-6938. Disclailmer
Pursuant to .your :request; : Federal - Engineeringl, -&- Testing,•. Inc.. (FET) :has•. performed a compaction: test ,at the'referenced
p gkt.on the reverse side: The:purpose of our test'was to :determine the degree of.•compaction of the.'tested Gayer of
material 'only: In' no. wiay'shall a compaction test -replace. a soil bearing capacity determinafion. A soil boring test: must be: .
performed. -by the client. prior to- construction to.,verify subsoil' conditions:" Our scope of services only. included testing the. top: .
12" of.added fill .material . FET was riot contrac red- to`perform supervision of.the:building ;pad' preparation: This testing, of.
added. fill material -does not include'an analysis o f the underlying•soil materials to, determine if they, are capable of supporting '
the proposed structure without'settlement This density compaction:test-does not.warranty:any underlying soil.'.rnaterials..or
conditions below�the' tested top 1.2 inches of material. , If no •soil borings. have been performed inahe location of the proposed
structure, we recommend performing'sdl�borings below all foundation areas of the:proposed structure to�verify the underlying
i
soil�conditions: .
Environmental analysis .ofale soil materials is.not part of the scope.of services .If environmental analysis:of the soils is
.required; we' can provide a proposal: for performing' an environinentaf analysis :of .the soil: materials. The scope of. services is
for determination of the: degree'of compaction of the tested layer of material only: No other analysis is -implied or warranted.
Job projeot specifications were not available'at the'time the work' was performed: Determination of the 'passlfail; compaction`
results are based on- current common industry. requirement ''of 95%,of. the ASTM' D=1557: standard. -for buil ' i ' g 'f ndations:
and 98% of the AASHTO T=l80 standard for paved•areas such. as''roadways and parking lots: if different.specifications are:
-required;.Federal Engineering'&.Testing,- Inc: shall be rotifed.
Ourfindings are relative to.'the date and -areas of our site work:and should not be relied upon .to represent, conditions, on other:
areas or. dates:.'Any.'subsequent site disturbances 'due -to water erosion, rain waters construction activities, excavations,
overgrown, vegetation;,.traffic and other. disturbances will void this test and the. site. must be f&compacted and :re -tested prior
: to construction. '
As a mutual protection. to clients; .the -public and ourselves, all reports are. submitted .are ahe confdential: property of clients
and - authorization 'for -use;. publication of : statements, conclusions :or ;extracts .from: or: regarding our reports is. reserved
pending written approval.:.
It has been a pleasure working'with you, and we look:forward .to doing so in the-nearfuture:
P age 2 of.;2 ..... ..• •
RECEIV _—
j Phone 954-784-2941
APR .� ,� 701A 800-848.1919
ederalFax 954-784.7875
8 TESTING INC.
Perm"ling Depart,,,,,, www.fed-eng.com
250 SW 13th Ave Pompano Beach, FL 33069 St. Lucie count..,
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 106, Creekside Date: April 10, 2018
Address: 8512 Cobblestone Drive, Fort Pierce, FL Order #: 18DR295
Area Tested: Building Pad Permit #: 1 `7t z " og
Material Type: Brown Sand with Traces of Shell Tech: BK
Client: D.R. Horton, Inc.
Address: 1430 Culver Drive NE Compaction Req.: 95%
Palm Bay. FL 32907 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
10.3
105.6
106.6
14.0
99.1 %e
Yes
2 ISW
Corner of Building Pad
12" 1
FL
11.0
105.1
106.6
14.0
98.6%
Yes
3
NE Corner of Building Pad
12"
FL
6.7
105.8
106.6
14.0
99.2%
Yes
4
5
6
7
8
9
10
11
12
13
14
�111111111//��
'-
Remarks: See Reverse Side (Page 2 of
This is a Compaction Test of
Legend for Elevation:
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift
Additional Information for Disclaimer
12" of the pad and is not a verification of
Submitted by:
\• �Qr `i
elrt?j Capac y.
593 ;
1 * =
SL = Springline FL = Final Lift Keith LeBlanc -@. ',, I OF y/11lr/�
SG = Subgrade BG = Below Grade Federal Engi6!;r '8� Te TIi� nc.
BC = Basecourse BOF =Bottom of Footing Florida Reg. N•..�®RIO,.• C,
TOP = Top of Pipe FG = Finished Grade Certificate of Aut Q� N
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and autho �f � 1t2laments,
0 regarding our
conclusions or extracts from or re ardin reports is reserved pending ourwritten approval. A density test determines the degree of c actio� o411deltt I yer 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 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.
PAGE 1 of 2
RECEIVED ,- �l
Phone 954-784-2941
ede"I MAY 0 2 Z018 954-784-1919
7875
Fax 954-784-7875
8 TESTING INC. ST. Lucie County, P� MMIng www.fed�ng.eom
250 SW 13th Ave Pompano Beach, FL 33069
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 106, Creekside. Date: April 10, 2018
Address: 8512 Cobblestone Drive, Fort Pierce, Fl- Order M 18DR295
Area Tested: Building Pad Permit #: -%Y/Z- 6 f .
Material Type: Brown Sand with Traces of Shell Tech: BK
Client: D.R. Horton, Inc.
Address: � 1430 Culver Drive NE Compaction Req.: 95%.
Palm Bay, FL 32907 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
10.3
105.6
106.6
14.0
99.1 %
Yes
2
SW Corner of Building Pad
12"
FL
11.0
'105.1
106.6
14.0
98.6%
Yes
3
NE Corner of Building Pad
12"
FL
6.7
105.8
106.6
14.0
99.2%
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 and is not a verification of Soil• BeariAg Capacity.
Legend for Elevation:
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by `!=.
SL = Springline FL =Final Lift Kg1th Le3lanc, P.E.
SG = Subgrade BG = Below Grade Fbderal ,Engineerir3g & Tesfin;; Inc.
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394
TOP = Top of Pipe FG = Finished Grade Certificate o_ f;,Authnrization #5471
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential prgbertv,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 oompactioWof�the tested layer of material
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underying-soil materials below th4roposed 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, underlyings6IIs-; v 1 supportthe proposed structure
without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be perfontie'd 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 performed1on this work.
PAGE 1 of 2
Compacted Soils Method D-6938 Disclaimer
Pursuant to your request, Federal Engineering & Testing, Inc. (FET) has performed a compaction, test at the referenced
project .on the reverse side; The purpose of o r test was to determine -the -degree of compaction of the tested layer of
material only._ In no way shall a compaction test replace a soil bearing. capacity determination. A soil boring test must be
performed by the client prior toIconstruction to erify subsoil conditions. Our scope of services only included testing the top
12" of added --fill material. FET was not contracted to perform supervision of the building pad preparation.' This testing of the
added fill material does not include an analysis of the underlying soil materials to determine if they are capable of supporting
the proposed structure without settlement. This density compaction test does not warranty any underlying soil materials or
conditions below the tested top 12 inches of material. If no soil borings have been performed in the location of the proposed
structure, we recommend performing soil borings below all foundation areas of the proposed,structure to verify the underlying
soil conditions.
Environmental analysis of the soil materials 'is Inot- part of the scope of services. If environmental analysis of the soils is
required, we can provide a proposal for performing an environmental analysis of the soil materials. The scope of services is
for determination of the degree of compaction of, the tested layer of material only. No other analysis is implied or warranted.
Job project specifications were not available at the time the work was performed. Determination of the pass/fail compaction
results are based on current common industry requirements of 95% of'the ASTM D-1557 standard.for building foundations
and 98% of the AASHTO T-180 standard for paved' areas such as roadways -and parking lots. If different specifications are
required, Federal. Engineering & Testing, Inc. shIall be notified.
Our findings are -relative to the date and areas of our site work and should not be relied upon to represent conditions on other
areas or dates. Any subsequent site disturbances due to water erosion, rain waters, construction activities, excavations,
overgrown, vegetation, traffic and other disturbances will void this test and the site must be re -compacted and re -tested prior
to construction.
As a mutual protection to clients, the public and ourselves, all reports are submitted are the confidential property of clients
and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved
pending written approval.
It has been" a pleasure working -with you and wel look forward to doing so in the near future.
Page 2 of 2