RC-05-22-1215 Soil Test (1) 501 NE 105 Stn ?7j L
T
n ip• c� TESTING & ENGINEERING SERVICES, INC
FIELD DENSITY TEST REPORT
Client: Seven Consortium
8281 NW 56 Street
Doral, F133166
Project Name: Residence — Addition
Project Location: 501 NE 105 Street., Miami, Fl
Proctor j--- �-
- i 14 L
Required Comt
PROCTOR DATA
— _ Soil Description
Brown Sand with Gravel
tion (%) 95% V Test D
K;G - 09- Zz - Izrs
Date: November 10, 2022
Job: D — 2211185
Max. Dry
Density (PC
�L 112.3
Penetration (inches):
FIELD DENSITY TEST RESULTS
Optimum
Moisture (%)
9.7
12"
Test
No.
Proc.
No.
Test Location
Lift
No.
Dry %
DensityMoist.
Comp.esult
1
114300
ea on Footings
Footin
108.1 10.4
96.3
Pass
2
114300
rea on Footings
"Center
Footing107.4
10.8
95.9
Pass
3
114300
South Area on Footin s
Footin
108.7
9.7
96.8
Pass
1
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13370 SW 131" Street, Suite 105, Miami, FL. 33186 (305) 259-9779
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