HomeMy WebLinkAboutEngineering & Testing 8-22-14r � .
e d e ral
250 SW 13th Ave t'ompaim tieaotf, FL 33099 0,--i—rn t -j-- i U /-x / _ M
Phone 954-784-2941
800-848.1919
Pax 954.784-7875
www.fed-eng.com
Client: Arie1.4F Construction
Address: 1096'7 S_ Ocean Drive, Jensen Beach, Ft. 34957
Date:
AUst 18, 2014
Project: Proposed Residence 833-
Orders#:
14 2265
_Lot
� {permit
Address: 107'01 S. Ocean Drive, Jensen 13each, FL
Tech,
DAS
Area Tested: Foot! t7 s for Pad
Compaction Req.:
95%
Material Type: Light Brown Sand wfShell Fra menu
Proctor Method :
ASTltlt D-1557
`ll ] TMT LOCATION probo Moist carry i romor Gpttmirm
Depth % t G-nsity vaille Moisture Compaction lass
1
N.F. Corner of i oatlri s
12"
SO F
7.3
109.2
110.0
9.0
99.3%,
Yes
2
N.W. Comer of Footings
12"
BOF
52
107.6
110.0
9.0
97.8%
Yes
3
S.uV_ Cotner of Footings
12r'
BOF
4.4
108.0
I 1 O.Q
9A
38.20/c
Yes
7
9
12
13
14
15
Remarks: See Reverse For Disclaimer Test Perfoped Oniy On 'ion 12" Of Pad Not A
Leeand for Elevation. �
Pf1= Proofroll 1,2,3 - lst. 2nd, 3rd Litt -Submitted by:,
SL = Springline FL = Final Lift KEIT
SG W Subgrade BG = Below Grade Profs lc
BC = Beseoourse BOF = $ottorn of Footing OerL SA
TOP = Tops of Pipe FG = Finished Grade State
As a muluet protection to clients, the public end ouraelv", all report" am submitted es Ulm wrindenim propetiv of cllenta, dhd
eonrivelotw or extracto from or regarding our reports is reserved Csdding oar written approval. A dgnslty test determine* the d
only. A density does not replace a soil beAring capacity detannination. After laying dorntani fora period o6 go days or alter her
thra work.
RECEIVED A.' 2 2 '-014
FWZz
r
�N
(Ntbmeft,
led layer of matedal
be padormed on
...r4MELmRYCONSTRUCTIONINC,
Fax Cover
10967 S. Ocean Der.
Jensen Beach, FL 34957
Office: 772-229-9439
Fax: 772-229-9440
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Thank you,
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