HomeMy WebLinkAboutDensity & Water Content Of Soil/ Fram= . 08/10/2016 13:27. 4Fd02 P.iJ07/UV7�
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TN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL �
,,AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTIR 6938
Project: Shoreline Mobile Horne Repair - various Projects Projeot ID: 14-1689.00
Address: various Report 1D: D-0005
7116/2015
Client: Shoreline Mobile Name Repair Date: Transmission
Permit No: Field Tech: Daniel Decaro Test Mode; Direct Transmission
Area Tested: 868 Nettles Blvd., Jensen Beach - Pootings (PERMIT N0. 15050435)
Sal Description: Brown fine sand some rock
Proctor I LBR ID: P-2 Max Density (PCF): 110.0 Opt Moisture {%); 1 Q.0% Test Standard: D i557
Compaction Required (%): 95.0% probe 5lev Wet Dry Moist. Compactlan
Depth Density Density (%) o� Resutts
Location (in) (PCF) (PCP)
12 0-1 119.4 108.9 9.6% 99.09'o Pass
iZ 0-1 118.8 1D8,5 { 0.5% 4 08.6%
12 0-1 118.1 } 109.2
9 These tests and all previous tests do not
seabgrade soils have a safe bearing Capa
1 No soil borings were completed, and no
a reports were done.
1
Testing Gauge Information: Manufacturer: Troxier Model: 3430 SIN: 34784
Density Standard (DS): 2173 Moisture Standard (MS): 609
Remarks; besting Completed at BottOM of Footing
Legend for 1~levation: R r � .
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1, Z, 3 =1 St. 2nd. 3rd lift Mt�4�al;• e�c.:
1=L � Final Lit w� A # 4
BG =Below Grade
SOF = Bottom of Footing Opnald W. iUVloler, P.E. ' 4
t"G Finished Grade ►� fesvt�a! Engine
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Test report shalt not be reproduopd. except in full. withbtit M0 written approval of GFA InterMtlofl
I ntnl + Pentochnical m Construdlon Msterisls Testing ■ Special and Threshold InaiseCtions l�er���'Aor
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