RC-02-19-306 SOIL DENSITY0
SOILPROBE ENGINEERING & TESTING, INC.
STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES
5450 Griffin Road, Davie, FL 33314
Phone: (954) 584.6880 (954) 584-6115 Fax: (954) 584-2862
LABORATORY NO: 109334
JOB NO.: 0334
DATE: 5/30/19
ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS.
AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL
REPORT OF IN -PLACE SOIL DENSITY TESTS
Client: JOSEPH S. ROBBIO, INC
Project: Proposed Pool Deck
Jobsite: 671 NE 105' St. Miami Shores, FL
Address: 9400 S Meadows Circle. Tamarac, FL 33025
Soil Descri tion: Light brown sand, trace of rocks
Max dry Density: 114.0 (Lbs./Cu.Ft.) I Optimum Moisture: 10.2 %
Method of Test: NUCLEAR
Date of
Test
Test
No.
TEST LOCATION
Lift
No.
Field
Moisture
In Place
Density
Lbs./Cu.Ft.)
%
Compac
tion
Wet
Dry
5/29/19
1
Deck @ center of E side
Final
12.1
122.5
109.3
95.9
5/29/19
2
Deck @ center of W side
Final
1 11.1
123.4
111.1
97.5
5/29/19
3
Deck @ center of side
Final
13.0
126.5
111.9
98.2
NOTE: The above highlighted tests were taken to verify the compaction of the top twelve (12) inches of the structural fill only and they exceed the required 95 % of
the maximum dry density ASTM METHOD T-180 . This is NOT a soil bearing capacity certification.
Oo--
SOILPROBE ENGINEERING & TESTING, INC.
STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES
5450 Griffin Road, Davie, FL 33314
Phone: (954) 584-6880 (954) 584-6115 Fax: (954) 584-2862
LABORATORY NO: 109334
JOB NO.: 0334
DATE: 5/30/19
ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS.
AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL
REPORT OF
MOISTURE -DENSITY RELATIONSHIP OF SOIL D 2
Client:
JOSEPH S. ROBBIO, INC
Address: 9400 S Meadows Circle. Tamarac, FL 33025
Project: Proposed Pool Deck @ 671 NE 105th St. Miami Shores, FL
Location: Deck
Soil Description: Brown grayish sand, little rock
Method of Test: AASHTO T-180
MOISTURE -DENSITY RELATIONSHIP CURVE
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MOISTURE CONTENT (%)
Optimum Moisture: 10.2 % Max. Dry Density: 114.0 Lbs./CuXt.