HomeMy WebLinkAboutEngineering & Testing 11-6-13• Phone 954-784-2941
Liciederb-1 800-848-1919
Fax 954-784-7875
& TESTING INC. 'CC' /' Co,,V 13thAve Pompano Beach, FL 33069 /3) ` V � �wWWfed-eng.COm
I ,
Client:
Address:
Project:
Mel-Ry Constuction Date: July 22, 2013
10967 S. Ocean Drive, Jensen Beach, FL 34957 Order #:
Proposed Residence Lot 921 Permit #:
13-2003/468 �s . - ° . bi
Address: 10701 S. Ocean Drive, Jensen Beach, FL Tech: SJ
Area Tested: Building Pad Compaction Req.:
95%
Material Type: Pale Brown Sand w/Shell Frags Proctor Method: ASTM D-1567
Test
#
TEST LOCATION
Probe
Depth
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
NW Corner of Pad
12"
FIG
8.1
108.1
107.9
12.6
100.2%
Yes
2
SW Corner of Pad
12"
FIG
7.3
106.6
107.9
12.6
98.8%
Yes
3
SE Corner of Pad
12"
FIG
7.9
107.2
107.9
12.6
99.4%
Yes
4
5
7
8
9
10
11
12
13
14
15
Remarks: See Reverse For Disclaimer Test Performed Only On Top 12" Of Pad Not A Verification Of Soil
Legend for Elevation:
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift
Submitted by:
SL = Springline FL = Final Lift KE!TH LEBLANC
= Subgrade BG = Below Grade Professional Engineer #59394
RECEIVED NOV 06 2013 s
�= Basecourse BOF =Bottom of Footing Cert. of Authorization=#5471 � ,
TOP = Top of Pipe FG = Finished Grade State:ersFlorida ,
As a mutual protection to clients, the public and ourselfs, all reports are submitted as, the confidential property of clients, and,66tiiorization for publicayon of statements,
conclusions or extracts from or regarding our reports Is reserved pending our written aproval. A density test determines the degree Pf compaction of the tested layer of material
only. A density does not replace a soil bearing capacity determination. After laying dormant for a period of 90 days or after heavy rain/storms; retesting must be performed on
this work.
Pursuant to your request, Federal Engineering & Testing, Inc 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 client prior to construction to verify subsoil 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 .
F.
of the degree of compaction of the tested layer of material only. No other analysis is
implied or warranted.
`sF 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
y 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, 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.
Qsr a mutual protection to clients, the public and ourselves, all reports are submitted are
the confidential property of clients and authorizafion 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 look forward to do so in the near future.