DGT-17-1826 EDGAR S MUNOZ, P.E. CONSULTING ENGINEER
October 26, 2017
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City of Miami Shores I
Building Department
Miami Shores, Florida
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SOIL INSPECTION REPORT
83 NE 100 Street
t Miami Shores,Florida
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Dear Sir:
After inspecting this property for soil bearing capacity, I found that the soil
materials are mainly sand, silty sand and silty gravel. And the filling was made
with lime rock and then compacted. Per FBC 2014, 5TH Edition, Table 1806.2
the Presumptive Load Bearing Value is 2,000 psf. Therefore the soil is
suitable for the proposed construction.
Should you have any questions please call me at (786) 303-7913.
Sincerely,
Edg Munoz, P.E.
Florid Lic. N 50051
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1490 SHERATON STREET 3A, HOLLYWOOD, FL (786) 303-7913
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MATERIAL DESCRIPTION'
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WET MOISTURE -MOISTURE MAXIMUM %
# DENSITY LBS. DENSITY 5b DENSITY COMPACTION
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100'3
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Client Name: Ventura Construction J.Bautista 11/24/2017
Project Name: Donkin Donuts
Location of Sample Slab on Grade
Type Of Test: D-1557
Visual Description of Material: brown fine sand w/ slight trace of limestone
Can#
Wet Weight+Can 886.2 903.2 911.4 924.8
Dry Weight+Can 855.8 856.9 857.7 858.6
Tare Can 292.7 292.7 292.7 292.7
Wet weight soil 593.5 610.5 618.7 632.1
-Dry Weight Soil 563.1 564.2 565 565.9
Weight of Moisture i 30.4 46.3 53.7 66.2
Moisture Content 5.4% 8.2% 9.5% 11.7%,
Wet Weight+Mold 9277.1 9415.3 9532.0 9554.0
Weight Mold 5597.2 5597.2 5597.2 5597.2
Wet weight 3679.9 3818.1 3934.8 3956.8
Wet Unit Wet 108.14 112.20 115.63 116.28
Dry Unit Weight 102.6 103.7 105.6 104.1
Client: I Ventura Construction J.Bautista 11/24/2017
Project: I Donkin Donuts
1 2 3 4
Wet weight+Can 1.9537 1.9911 2.0092 2.0388
Dry Weight+Can 1.8867 1.8891 1.8909 1.8929
Container Tare 0.6453 0.6453 0.6453 0.6453
Wet Soil Wt. 20.452 20.757 21.014 21.063
Container Tare 12.340 12.340 1 12.340 12.340
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