RC-06-21-1544 SOIL TREATMENTFrom: Fernando Mondragon 1526dragon@gmail.com
Subject: Soil Treatment
Date: Mar 28, 2022 at 10:58:31 AM
To: wcruz23@hotmail.com
MPC
1526 71 St., Miami Beach, FL 33141
SOIL TR EATIVIENT
DATE OF SERM: 01/17/2022
Pi;1)PE= rY AD0ItESS: 928 NE, 97'" St
Miami Shores, FL 33138
DEMENISK)N&- APPROX. <250 SQUARE FEET
CHEMICAL USED; TERMIOOR HE
DOSE: APPROX 23 GALLONS
ACCORDING TO LABEL
Per n
Certified C)Pmtvr/Owner
1E 14302
MONDRAGON Pest Control & Fumiptlon, LLC
'RC-ae-21-1syy
r —
I Absolute
C'Ivil
Engineering
.w,Solutions LLC
Absolute Civil Engineering Solutions, LLC
ENGINEERING TESTING -ENGINEERING INSPECTION SERVICES-GEOTECHNICAL-ENVIRONMENTAL SERVICES
41215W 47th Avenue, Suite 1319, Davie, FL 33314, Phone 954-232-5680 Fax 866-283-9007
SOIL LABORATORY TEST REPORT
PROCTOR TEST
CLIENT
William Cruz
Project No.
2021-163
ADDRESS
9636 NE Sth Ave Rd, Miami Shores, FL 33138
Date Sampled
4/7/2022
PROJECT NAME
Miami Addition
Date Tested
4/12/2022
PROIECTAD
828 NE 97[h Street, Miami, FL
Sampled by
P. YoungDRE55
'Tested by
F. Toro
FSOIL Light Brown Sand With Rocks SAMPLE LOCATION From Stock Pile
CRIPTION
LAB NO.
TESTSPECIMATION
OPTIMUM
MAXIMUM DRYDENSIY IPCF)
040822-01
T-180
7.3
120.6
PROCTOR
MOISTURE •V..
Dry Density
4.1
114.1
5.5
117.5
7.3
120.6
8.9
118.8
Optimum Moisture %
7.3
100% Max. Dry Density
120.6
98% Dry Density
118.2
95% Dry Density
114.6
90% Dry Density
108.5
121.0
120.0
119.0
i 118.0
117.0
N116.0
C
c 115.0
114.0
113.0
112.0
111.0
MODIFIED PROCTOR TEST RESULTS
3.5 4.5 5.5 6.5 7.5 8.5 9.5 10.5
% Moisture Content of Dry Weight
NGT ON���y'' -%
.� c�• . _ .. F.
T_ • .. 'r
%Q; • �� Respectfully Submitted by:
AB5R)LUTE CIVIL ENGINE0.
ERING SOLUONS LC-.
1. SZ PEE 0 ;: 4r
P:�C7 NE EBB, P: .
,L 0 � F E;�••'r,�C��£tQ1ECT MANAGER %
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