HomeMy WebLinkAboutCompaction Tests Phone 954484-2941
ed,er 800-848-1919
- i -1 � _ Fax 954-784-7875
IN&TESTING c..;• 70 " 06Vj�> www.fed-eng.com
250 SW 13th Ave Pompano Beach„FL"33069
Field Density Tests of'Cornpacted.Soils Method D=6"938
Project:,. ; Proposed:Residence,; = Lot 104;'Creekside Date:" June 1, 201"7
Address. ` '8`520 Cobble's4one Dive,,Fort Plerce, Ft.34945" Order#: "- • :17=01R-529"
Area Tested:` Building Pad `' Permit#.:
Material"Type: Light Brown Sand with Some Shell Tech: ED-
Client: b R Hortori, Ihc. '
Address: " 1430 Culver Driv--e.NE Compaction Req:: _ 95%o
Palm-Bay,FL"32907 Proctor Method: ASTM D-1557
Test Probe= Moist ' Dry Proctor,• Optimum
TEST LOCATION" Elev. Density Value . . Moisture Compaction, Pass
# Depth' %. , ;
'PCF" PCF '/or
1 NE Corner of:Pad 12" FL 6.6, 114.0 , 115.8 : 12.1,_ 98.4%o Yes .
2 Center of Pad'` 12" _FL f,5:7 " 120.1, 115.8 :: 12.1" , 103.7% Yes;77
,
3 SW.-Corner of Pad 12" FL 7.1 " " 114 9" 115.8 ' `' "12.1 99:2% Yes
6
7
8.
9'
10
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.Bearing Capacity.
Legend for Elevation: *s ,
�✓ :a_ gar
PR=Proofroll 1,2,3 1st,2nd,3rd Lift Submitted
SL=Springline. FL=Final Lift Keith LeBlanc P E' ey,/
SG=Subgrade BG: Below Grade Fede,al=Englneenng i esfing7�
BC=Basecourse- BOF-=Bottom of Footing e� Flonc> .Reg Np
TOP=Top of Pipe FG=Finished Grade CeYhficate of Authonatiors".#5431 7+
As a mutual protection to clients,the public and ourselves,all'reports are submitted as the confidential property,nf clients and',"authovation for,publica�Uon of statements,
F,.:y.
L 4
conclusions or extracts from-or,regarding our reports-is reserved pending our written approval.A density test detErfri'ines the deq__(it are npaction of 4he: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,;hq-proAosedstructure.
The results do not preclude or guarantee that future settlement and cracking will not occur:A soil"boring'test is require tad certify that theFunderlyigr�soiS's'will support the
proposed structure without settlement If no soil borings have been.performed to verify the underlying soils,we recdrMr pd�thatsoft bbnngs be Rerto Ji 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 heal y—. �tortes rete5t19 rn�i Abe performed on this
work. •, � - " eft �i`„6 a+y�`'
PAGE:1"of 2.
' e
Compacted Soils Method D-6936 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 our 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 to construction to verify 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 not 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. shall 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 we look forward to doing so in the near future.
.r,r.lrrf
} -,_ Page 2 of 2
;� Phone 954-784-2941
�' i 800-848-1919
L4,eder' ,� ,_ Fax 954-784-7875
&TESTING INC. WWW.fed-eng.001'1'1
250 SW 13th Ave Pompano Beach,FL 33069
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 104;Creekside Date: June 1, 2017
Address: 8520 Cobblestone Drive, Fort Pierce, FL 34945 . 'Order#: 17-DR-529
Area Tested: Building Pad Permit#:
Material Type:- Light Brown Sand with Some Shell Tech: - ED.
Client: D.R.' Horton, Inc:
Address: '1430 Culver Drive NE .",,Compaction Req.: -.95%
Palm Bay; FL 32907 Proctor Method: ASTM D-1557
Test Probe 'Moist Dry Proctor Optimum.
# TEST LOCATION , De th Elev. �Io Density Value Moisture. Compaction Pass
p PCF PCF %'
1 NE Corner of Pad 12" FL 6.6 114.0, 115.8 12.1 - 98.4% Yes
2 Center of Pad . 12 FL 1 5.7 120.1 115.8 12.1 103.7% -Yes,,
3 SW Corner of Pad 12" FL 7.1- 114.9 115.8 12.1 99.2% Yes-
4
6
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;S `W e—aring,Capacity-;a
Legend for Elevation:
PR=Proofroll 1,2,3=1st,2nd,3rd Lift' Submitted by: 7° F
SL=Springline FL=Final Lift K�itfa LeBlaricLP E' �,`'of 5 � , fi ri:�n
SG=Sub grade BG=Below Grade �e�ralElglneenng ,TEstln�,a�lnp� x°j
4
BC=Basecourse BOF=Bottom of Footing �lon 'Regi lyo°�593�4� oy_' h�?
TOP=Top of Pipe FG=Finished Grade ,s,e4ificate of Aufftonzatlon#b471M`
As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidefitial:oopigl of'dllahts �'�B!L11.nz�fion forGpublic ion of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval.A density_test,defe.,ipes the degree of compaction a-i a tested'layer of
material only.A density does not replace a soil bearing capacity determination.These density tests do not'certify'Zhe�ndedyingµso�l materPdl§�tfe,IWlte proposed structure.
The results do not preclude or guarantee that future settlement and cracking will not occur.A soil bonng test is Yeyt(i recto certify that fiie�ur�dsn (Cg`soils will'`support the
proposed structure without settlement.If no soil borings have been performed to verify the underlying soils we rec`ocnmaisd Y §oiPbonng§ ��erformed to evaluate the
suitability of the underlying soil to support the proposed structure.After laying dormant for a period of 90 days'or aftertiZravy rairWq ns retesff must be performed-on,this
work. -
PAGE 1 of 2
^1:'-
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 our 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 to construction to verify 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 not 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. shall 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 we look forward to doing so in the near future.
r `
1
Page 2 of 2
954- -2941
k' i
� •JUN � g � Phone s o-sas-1919
ed e' r 2017
Fax 954-784-7875
L4&T ESTING INC. S [ ( Q www.fed-en .c6m
250 SW 13fh Ave Pompano Beach,FL 33069 Jf" � '' !;Fk (Q`�� 9
Field Density Tests of Compacted Soils•Method D-6938
Project: Proposed,Residence- Lot 104, Creekside Date: . June 1,.2017
Address: ,.8520'Cobblestone.Drive,•Fort Pierce, FL 34945 Order#: 17-DR-529
Area Tested: Building Pad Permit#:
Material Type: Light Brown Sand with Some.Shell, Tech:, ED
Client: D.R. Horton, Inc.
Address: 1430 Culver Drive NE Compaction Req.: 95%
Palm Bay, FL 32907 Proctor Method: . . ASTM D-1557
Test Probe, _ Moist Dry Proctor Optimum
# TEST LOCATION De th. Elev. % Density Value, Moisture Compaction Pass
p �PCF PCF %
1 NE Corner of Pad 12" FL 6.6 114.0 115.8 12.1 98.4% Yes
2 Center of Pad" 12" FL 5.7 120.1 115.8 12.1 - 103.7% Yes
3 SW Corner of Pad- 12" FL 7.1 114.9 115.8 12.1' 99.2% ' 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
This is a Compaction Test only on the top 12"of the pad and is not a verificaition,o� I B i 't3apaaty ''
Legend for Elevation: ��
PR=Proofroll 1,2,3=1st,2nd,3rd Lift Submitted by`
SL=Springline FL=Final Lift "KeitheBfanc;P E ¢`` �fv I'
r�r w
SG=Subgrade BG=Below Grade Federal,Engin'6.1n BJe&tin§;_gc.�Q,
BC=Basecourse BOF=Bottom of Footing FlorarReg No 59394-
TOP=Top of Pipe FG=Finished Grade`Certificate of Aritl'i`niatioi�`f#547�1
As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients and,aythonzation fp\polilira6aa;of statements,
conclusions or extracts from or regarding our reports Is reserved pending-our written approval.A density test detemrlieCY�e"ce�rersof catppactiori�!ir.th�tested layer of
material only.A density does not replace a soil bearing capacity determination.These density tests do not certfy the unti�ynrig ail mateuals oel.ii'roposed structure.
The results do not preclude or guarantee that future settlement and cracking will not occur.A soil boring test;is�required to��efftlty tnatlthe..�derlyi ,.soils will.support the
proposed structure without settlement.if no soil borings have been performed to verify the underlying soils we recommend ihaT!�i�p'�nrfgsnk�e� owned to evaluate the
suitability of the underlying soil to support the proposed structure.After laying dormant for a period of 90 days or afterheavy rain/storms retesting must be performed on this
work.
PAGE 1 of 2
a
Compacted Souls Method D-6936 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 our 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 to construction to verify 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 not 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. shall 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 we look forward to doing so in the near future.
9 .
Page 2 of 2