DS-12-22-3145 Engineer Ltr 920 NE 95 St.DS,11-Zz-31its
SOUTH FLORIDA S.G. & E. ENGINEERING
STRUCTURAL, GEOTECHNICAL & ENVIRONMENTAL ENGINEERING
Testing Laboratory Certificate Number 04-0329.02
8060 West 23'd Avenue Suite #7 Hialeah Florida 33016
Telephone: (305) 826-3855. Fax: (305) 826-8545
E Mail: soflaengineering @ yahoo. corn
Field Density Test of Compacted Soils
Client
I Date: 03/16/2023
Address
920 NE 95 Street, Miami Shores Florida33138
Order# 023-00106
Project
Driveway Pad
Contractor
Permit#
Description
Building Slab / fine sand lime rock
Location
Test #1, NE Side
Lab#
D-00119
Location
Test #2, NEC side
Lab#
D-00120
Location
Test #3, CC side
Lab#
D-00121
Location
Test #4, SEC side
Lab#
D-00122
Location
I Test # 5, SE Side
Lab#
D-00123
Location
Lab#
Location
Lab#
Test Results of
Field Densities ASTM method: D-2922-81
Description of Test Area I Density Test Ddveway: 920 NE 95 Street, Miami Shores Florida33138
Lab No.
D-00119
D-00120
D-00121
D-00122
D-00123
Test No.
19
20
21
22
23
Depth in inches
12"
12"
12"
12"
12"
Field Density (lbs/Cft.)
112.1
112.1
112.0
112.0
112.1
Moisture Contents %
10.3
8.7
9.3
9.6
11.1
Maximum Density % in the field
98.1
98.1
98.0
98.0
98.1
Reg. Compaction by jobspecs
98%
98%
98%
98%
98%
100% Max. Density (Proctor)
114.3
114.3
114.3
114.3
114.3
Proctor No.
P-216
P-216
P-216
P-216
P-216
Optimum Moisture % 8.9
Remarks 1 I) All the above tests comply with the jobs citications.
Checked B J.C. I Report By I W.M.
Respec ully Submitted By,
South Florid �Engineering
IIbJr� --
Arshad Viqar, P.E
Florida Registration Number:38863
Seal:
SOUTH FLORIDA S.G. & ENGINEERING
STRUCTURAL, GEOTECHNICAL & ENVIRONMENTAL ENGINEERING
Testing Laboratory Certificate Number 04-0329.02
8060 West 23'd Avenue Suite #7 Hialeah Florida 33016
Telephone: (305) 826-3855. Fax: (305) 826-8545
E Mail:soflaengineering@yahoo.com
PROCTOR COMPACTION TEST
DATE: 03/16/2023
CLIENT:
PROJECT: Drivewav Pad
ADDRESS: 920 NE 95 Street. Miami Shares Florida33138
SAMLPED BY: J.T. TESTED BY: _J.Ch.__
TEST RESULTS
Sample Number_ 1
The following compaction test was conducted in accordance with the Standard Methods for Moisture
Density Relations of soil using a 10 lb. Hammer and 18" drop AASHTO designation T-180-C.
% MOISTURE DRY DENSITY lb/soft
5.6 108.5
8.9 114.3
11.3 108.7
116
114
Optimum Moisture 8.9 Percent
100% Maximum Dry Density 114.3 lbs./cu.ft. 112
110
108
% MOISTURE
4 6 8 10 12 14 16 18
Respectfully,�ubmitted By,
South Florida S. ,, &E.Enginecring
Arshad VigM, RE
Florida Registration Number.38863
SEAL:
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