HomeMy WebLinkAboutCompaction test From: 12J162013 09:38 #005 P.001/002
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%EC IVE� 13c�q Phone 954-784-2941
edera2013 Fax 954.784-7875
&TESTING INC. www.fed-eng.com
250 SIN 13th Aye Pompano Beach,FL 33069
Client: Mel-Ry Constuction Date: December 11, 2013
Address: 10967 S. Ocean Drive, Jensen Beach, FL 34957 Order#: 13-3337/835
Project: Proposed Residence Permit#:
Address: 992 Nettles Blvd., Jensen Beach, FL Tech: AM
Area Tested: Building Pad Compaction Req.: 95%
Material Type: Light Gray Sand Proctor Method: ASTM D-1557
Test Probe Moist Dry Proctor Optimum
# TEST LOCATION Depth Elev. % Density Value Moisture Compaction Pass
PCF PCF %
1 NE Corner of Pad 12" FL 5.3 100.5 104.0 10.5 96.6% Yes
2 SW Corner of Pad 12" 1 FL 6.7 101.2 104.0 10.5 97.3% Yes
3 Center of Pad 12" FL 8.2 102.8 104.0 10.5 98.8% Yes
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Remarks: See Reverse For Disclaimer Test Perform `Z1 Not A Verification,Of Soil Bearing Capacity
Legend for Elevation;: e�� �� 41v
PR=Proofroll 1,2,3= 1 st,2nd,3rd Lift ;' No. 3881�At d 5y: —
SL=Springline FL=Final Lrft _ * * 9;- H LEBLANC /
SG=Sub grade BG=Below Grade �', FWessional Engineer#59394 is
g STATE OF g
BC=Basecourse BOF=Bottom of Footing 0 �w�rt.of Authorization#5471
TOP=Top of Pipe FG=Finished Grade 5i;'�F',:cCpt �OA•'G���tate of Florida
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As a mutual protection to cl.ents,the public and oorselts,all repots are submitle dyr pr p �.clients,and au horization for pub:cairon of statements,
conclusions or extracts from or regarding our reports is reserved pending our written a t tiit1�X determines the degree of compaction of the tested Isyer cf material
only.A density does.not replace a soil bearing capacity determination.After laying dormant for eriod of 90 days or after heavy rain/storms,retesting must be performed on
this work.