HomeMy WebLinkAboutFIELD DENSITY TESTf
,i l
ede
& TESTING INC.
250 SW 13th A II Pompano Beach, FL 33069 i
ral
SCANNED
BY
SM Lucie COUMV,
d`-a3s`3
Phone 954.784.2941
800-848-1919
Fax 954-784-7875
www.fed-eng.com
riela uensity rests of Compacted Soils Method D-6938
Project:
Address:
Proposed Residence Lot 37, Creekside
8705
Date:
September 21, 2018
Cobblestone Drive, Fort Pierce, FL
Order #:
18DR842
Area Tes ed: Building Pad
Permit #:
Material,
ype: Brown Sand with Traces of .Shell
Tech:
BK
Client:
D.R. Horton, Inc.
Address: j
1430 Culver Drive NE
Compaction Req.:
95%
Palm Bay, FL 32907
Proctor Method•
ASTM 11-1557
Test
#
of
it TEST LOCATION
Probe
Depth
Elev.
Moist
..%.
Dry
Density
PCF
Proctor
Value
`PCF
Optimum
Moisture
%' `
_ Compaction
Pass
1
2
3
JCe'Ilter of BuildingPad
ISaCorrer of building Pad
NE (Corner of Building Pad
12"
12"
1211
FL
FL
FL
6.0
1 6.8
6.1
105.9
105.0
105.7
106.0
106.0
106.0
14.0
1 44.0
14.0
99.9%
99.1%
'99.7%
Yes
Yes
Yes
4
�I
5
I
6
.7
8
II
9
l
10
i
11
12
III
13
14
Remar
IS: See Reverse Side (Pa e 2 2% f Add
'
9 er Ittonal Information for Disclaimer
This is a Compaction. Test only on the top 12" of the pad and is, not a verification of S911 Beari ci, Capacity.
Legend f rElevation: -
PR = Pro froll 1,2,3 = 1 st, 2nd, 3rd Lift Submitted by:
SL = Sph gline FL = Final Lift Keith LeBIanC
SG = Su (grade BG =Below Grade Federal Eng ne6ring & Testing. Inc.
BC = Ba I6course BOF = Bottom of Footing Florida Reg: Ivo: 59394
TOP = T',p of Pipe FG = Finished Grade Certificate'c,,Authorization_45471
As a mutu protection to Clients, the public and ourselves, all reports are submitted as the confidential property of clients, aiid outhortza0on for publication of sf6ienibnts.
conclusion for extracts from cr regarding our reports is reserved pending our written approval. A density test determines the degroe.ofCornpaction of the teste,( layer ;f material
only. t den ity does nol replace a loll bearing capacity determination. These density tests do not certify the underlying soli materials glow the propdted structure: flie results
do not prec Ude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying soil'will sup portthe.Rroposed structure
without sett ement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to ir!jf sblliiyof.ihe underlying
soll to supp rt the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on im. work.
I
PAGE 1 of 2.
edera"l
& TESTING INC.
250 SW 13th Avel�ompano Beach, FL 33069
RECEIV'D
NoV - I f1LI
Phone 954-784-2941
9
Fa 9 75
W.d ng.com
Field Density Tests of C
metctg�j jl d �L69 8
Project:
11 Proposed Residence Lot 37, Creekside
e:
September 21, 2018
Address:
8705 Cobblestone Drive, Fort Pierce, FL
Id:
Order #:
18DR842
Area Test
Building Pad
Permit #: 07 =0-3573
Material T
pe: Brown Sand with Traces of Shell
i
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
#
II TEST LOCATION
Probe
Depth
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
/o
Compaction
Pass
1
Cen
er of Building Pad
12"
FL
6.0
105.9
106.0
14.0
99.9%
Yes
2
1 SW
Corner of Building' Pad
12"
FL
6.8
105.0
106.0
'14.0
99.1 %
Yes
3
NE
I
orner of Buildi ng Pad
12"
FL
6.1
105.7
106.0
14.0
99.7%
Yes
III4
5
i
6
I
7
8
I
9
II
10
11
12
l
13
14
Remar '�: 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 'I Bearipig,Capacity.
Legend f it Elevation:
PR = Pro froll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:_�
SL = Spri gline FL = Final Lift Keith LeBlanc P:E: -
SG = Su grade BG = Below Grade Federal Engineering & Testing,Jne.
BC = Ba ecourse BOF = Bottom of Footing Florida Reg: No. 59394 "
TOP =Tip of Pipe FG = Finished Grade Certificate cf Authorization.#547.1.
As a mutu protection to clients, the public and ourselves, all reports are submitted as, the confidential property of clients, and authorization for publication of statements,
conclusion for extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of ornpactio_ n of the tested laye;of r. kerial
only. A de ity does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed swcture Th2'results
do not prec de or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying oiluNill support tfie prdposed structure
without se ment. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to eyalus'to; hei�ultdbility of the underlying
soil to sup p rt the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this,work. i
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 our test was "to- determine the degree of compaction of the tested I 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 Ithe 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.
I�
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 ran 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. III
Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions only 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.
I
It has been a pleasure working with you and we look forward to doing so in the near future.
• II
Page 2 of 2
RECEIVED
A13th
�� OCT 3 1.2010
Aermltt(ng Department
& TESTING INC. St, Lucie County
250 S13Ave�rompano Beach, FL 33069
Project:
Address:
Area Tes
Material'
Client:
Address:
870
d: Building -Pad
na• Rrnwn SanH with Trarrac of Shall � r ■ 1
D.R. Horton, Inc.
1430 Culver Drive NE
Palm Bay, FL 32907
Compaction Req.:
.Proctor Method:
Field Density Tests of Compacted Soils Method D-6938
Residence Lot 37, Creekside Date;
Phone 954-784-2941
800-848-1919
Fax 954-784-7875
www.fed-eng.com
September 21, 2018
5 Cobblestone Drive, Fort Pierce, FL Order #: 18DR842
95%
ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
p
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
Cen
I,
I
er of Building Pad
12"
FL
6.0
105.9
106.0
14.0
99.9%
Yes
2
JSW
JCorner of Building Pad
12"
FL
6.8
105.0
106.0
14.0
99.1 %
Yes
3
NE . ii orner of Building Pad
12"
FL
6.1
105.7
106.0
14.0
99.7%
Yes
4
II
5
�
6
7
II
8
9
10
11
12
lil
13
14
j
Remark See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer
I
This is a Compaction Test only on the top 12" of the pad and is not a verification of SoilplBearing Capacity.
Legend f 1 Elevation:
PR = Pro lfroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: AA
SL = Spri gline FL = Final Lift Keith $BI Lnc, P.E. /
SG = Su rade BG = Below Grade Federa!`Engineerng F� Testing, Inc. 7/2 y1
BC = Bas''II course BOF = Bottom of Footing Florida Reg _blo. 55394
TOP = Td,� of Pipe FG = Finished Grade ' Certificate of Authorization i #5471
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,:and,,authorization-for publication-�"-
conclusions r extracts from or regarding our reports is reserved pending our written approval. A density tgst"deterrnines the d6�ee of compact'on of the t--'
only. A den, ty does not replace a soil bearing capacity determination. These density tests do not certify the underlying, soil- materials below the pro; oser
do not preci�i de or guarantee that future settlement and cracking will not occur. A soil boring test is requirg- tc. certify that tiie ur�ledying soils will shpport th
without settl ment. If no soil borings have been performed to verify the underlying soils, we recommend that sUil;borings be performed to evaivate the suitab\
soil to supp rt the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms; retesting rnust be performed on,:his viork.
PAGE 1of2
Compacted toS '11ls 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 Ithe 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. lil
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,thel'tested layer of material only. No other analysis is implied or warranted.
6
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.
I�
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. I;
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.
Page 2 of 2