215 GRAND CONCOURSE133 MATERIAL TESTING ENGINEERING
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
PROCTOR REPORT
PROJECT NO.
20-0050
DATE:
Monday, January 6, 2020
Casa Luna ( Pavillion Cover Walkway and Pool Terrace)
PROJECT
215 Grand Concourse
Miami Shores, FI
PGS CONSTRUCTION
CLIENT
7003 N. Waterway Drive #215
Miami, Florida 33155
Moisture - DensitV Relationship
130 —
� i I
129
128 —
y 127
t
0 126-�-
125
124
4 5 6 7 8 9 10 11 12 13 14
Moisture (%)
METHOD USED
D 1557
PROCTOR ID #
9146
SAMPLE #
1
PROCTOR VALUES
Maximum Density
129.8 pcf.
Optimum Moisture
8.3 %
Sampled By
EV
Tested By
AD
Checked By
DH
Typed By
AD
Sampled Date: 12/30/19
Sample Location:
stock pile at the site.
Soil Description:
Limerocks with Limesand
Optimum
Moisture (%)
8.3
100% Max. DD.
129.8
98% Max. DD.
127.2
95% Max. DD.
123.3
PASSING 3/4"
Sieve
65%
r
r
Irr . Herrera; P.E. r �`
V�Ff�1 Reg. �67795
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and 3asrf 2 an feT puF�11t7i�af 1, z1v pnlf,
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conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in fulrjulltl T� dPr]- svrr'1tC.p,n�r V p3
Material Testing Engineering, LLC, r\
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Respectfully submitted by,
ZAPGS Conslruction\215 Grand Concourse, Miami Shores\133 Proctor Template
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