HomeMy WebLinkAboutFIELD DENSITY TEST OF COMPACTED SOILSPhone 954-784-2941
AP�� �' 800-848-1919
ederm Fax 954-784-7875
& TESTING INC. 9 www.fed-eng.com
250 SW 13th Ave Pompano Beach, FL 33069
Field Density Tests'bftbrApacted Soils Method D-6938
Project: Proposed Residence Lot.81; C'reekside Date: June 30, 2017
Address: 8461 Cobblestone Drive, Fort Pierce, FL 34945 Order #: DR-635
Area Tested: Building Pad Permit #:
Material Type: Dark Brown Sand Tech: BK
��d5-asa6
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 Pad
12
FL
3.3
105.9
106.3
12.7
99.6%
Yes
2
SW Corner of Pad
12"
FL
6.9
105.2
106.3
12.7
99.0%
Yes
3
NE Corner of Pad
12"
FL
7.0
105.3
106.3
12.7
99.1 %
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 Soil jlearingcapaclty.
Legend for Elevation:
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:
SL = Springline FL = Final Lift Keith LeBlanc; P.E.
SG = Subgrade BG = Below Grade Federal Engineering & Testing,,lnc.
BC = Basecourse BOF = Bottom of Footing Florida Rey. No. 59394
TOP = Top of Pipe FG = Finished Grade Certificate.of Authorization-#547.1
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property 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 ofcompaction .pf the tzster!"layer of
material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying'so; materials, tha 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 ihat 4he^uriddrlying soil's wili'support the
proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soii•borung ibei'penoimed 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 musf15ee performed on 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 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.
A f
Page 2 of 2
Phone 954-784-2941
ral
800-848-1919
Fax 954-784-7875'876
& TESTINtG INC. wwwr.fed-eng.com
250 SW 13th Ave Pompano Beach, FL 33069
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 81, Creekside Date:
Address: 8461 Cobblestone Drive, Fort Pierce, FL 34945 Order #:
Area Tested: Building Pad Permit #:
June 22, 2017
17-DR-615
Material Type: Light Brown Sand 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
p
Elev.
Moist
aka
Dry
Density_
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
Center of Pad
12"
FL
2.1
104.6
105.6
14.0
99.1 %
Yes
2
SE Corner of Pad
.12"
FL
2.7
103.9
105.6
14.0
98.4%
Yes
3
NE Corner of Pad
12"
FL
3.2
104.1
105.6
14.0
98.6%
Yes
4
5
6
7
8
9
10
11
12
13
14
Illlll/
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer \N"- 14N
This is a Compaction Test only on the top 12" of the pad and is not a verification o ar
Legend for Elevation: C) i
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:
SL = Springline FL = Final Lift Keith LeBlatae, A.
SG = Subgrade BG = Below Grade Federal EngMeaii g & T
BC = Basecourse BOF = Bottom of Footing Florida Reg.1 — 94
TOP = Top of Pipe FG = Finished Grade Certificate of A>yk ati�04MI. , �> Nam`\
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and autfj�i �`� ubrCctements,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree�or r1d layer of
material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materia osed 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/stones, retesting must be performed on this
work.
PAGE 1 of 2