HomeMy WebLinkAboutFIELD DENSITY TEST 1-10-18FRECEIVED Phone 954-784-2941
1919
eder2ti 0 2018 954-784-7875
Fax 954-784-7875
& TESTING INC. www.fed-eng.com
250 SW 13th Ave Pompano Beach, FL 33069 LAN
Ut �g�ntYr®rmltting 9
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 82, Creekside Date: July 26, 2017
Address: 8465 Cobblestone Drive, Fort Pierce, FL 34945 Order #: 17-DR-768
Area Tested: Building Pad Permit #: 1706 - 0233
Material Type: Pale Brown Sand . Tech: BK
Client: D.R. Horton, Inc.
Address: 1430 Culver Drive NE Compaction Req
Palm Bay, FL 32907 Proctor Method:
95%
ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
Center of Pad
12"
FL
8.2
104.0
105.3
14.0
98.8%
Yes
2
ISE Corner of Pad
12"
1 FL
8.0
1 103.2
105.3
14.0
98.0%
Yes
3
NW Corner of Pad
12"
FL
9.5
104.8
105.3
14.0
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
This is a Compaction Test only on the top 12" of the pad and is not a verification of Spil Bearing Capacity.
Legend for Elevation: ,p/
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: /—+`
SL = Springline FL = Final Lift Keitn,l=eBlanc, P.E.
SG = Subgrade BG = Below Grade Faddral Engineering _Testing, Inc.
BC = Basecourse BOF = Bottom of Footing Florida. -Reg. No. 59394
TOP = Top of Pipe FG = Finished Grade Certificate of.Authotization #5471
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publicatlon of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the -degree of coi7rpactiq'r. of'the tested layer of
material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the urdedying.soil,materials bel-A'the proposed structure.
The results do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is req6ired't6certify 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 he 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/storns, retesting must be performed on this
work.
PAGE 1 of 2
Com
Pursuant to your request, Federal E
project on the reverse side. The pu
material,only. In noway shall a corn
performed by the client prior to const
12" of added fill material. FET was
the added fill material does not incl
supporting the proposed structure w'
materials or conditions below the tesl
the proposed structure, we recomm
verify the underlying soil conditions. I
Environmental analysis of the soil
required, we can provide a propos
for determination of the degree of c
Job project specifications were not
results are based on current comn
and 98% of the AASHTO T-180 sty
required, Federal Engineering & Te
Our findings are relative to the d
other areas or dates. Any sub
excavations,- overgrown, vegetatii
re -tested prior to construction.
As a mutual protection to clients,
and authorization for use, public
pending written approval.
It has been a pleasure working
:ed Soils Method D-6938 Disclaimer
gineering & Testing, Inc. (FET) has performed a compaction test at the referenced
Dose of our test was to determine the degree of compaction of the tested layer of
action test replace a soil bearing capacity determination. A soil boring test must be
fiction to verify subsoil conditions. Our scope of services only included testing the top
iot contracted to perform supervision of the building pad preparation. This testing of
de an analysis of the underlying soil materials to determine if they are capable of
lout settlement. This density compaction test does not warranty any underlying soil
:d top 12 inches of material. If'no soil borings have been performed in the location of
nd performing soil borings below all foundation areas of .the proposed structure to
iaterials is not part of the scope of services. If environmental analysis of the soils is
for performing an environmental analysis of the soil materials. The scope of services is
mpaction of the tested layer of material only. No other analysis is implied or warranted.
vailable at the time the work was performed. Determination of the pass/fail compaction
n industry requirements of 95% of the.ASTM D-1557 standard for building foundations
idard for paved areas such as roadways and parking lots. If different specifications are
:ing, Inc. shall ID¬ified.
e and areas of our site work and should not be relied upon to represent conditions on
;quent site disturbances due to water erosion, rain waters, construction activities,
traffic and other disturbances will void this ,test and the site must be re -compacted and
a public and ourselves, all reports are submitted are the confidential property of clients
on of statements, conclusions or extracts from or regarding our reports is reserved
you and we look forward to doing so in the near future.
Page 2 of 2