RC-01-22-160 Engineering Ltr 1081 NE 95 StIII
B3 MATERIAL TESTING ENGINEERING
E s s e In c e o IF P e r f e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/5889 - Fax. 786.615.5801
PROCTOR REPORT
PROJECT NO.
00-0035
DATE:
Thursday, November 17, 2022
Single Family Residence ( Addition )
PROJECT
1081 NE 95th St. Miami Shores ,FI 33138 kC —o)
Contact: Ariel Rubinovich
Alrali Construction
CLIENT
1038 NE. 38th Ave #101
North Miami, Florida 33161
el
Moisture - DensitRelationship
114
I
113 - -
I �
112 - -
108.8
109 -
a 108
107 —
106.
d 106 -�
Z 105 +
G
104 ' 103. _ —
103 {
102
101 -
100
7 8 9 10 11 12 13
Moisture (%)
METHOD USED
D 1557
PROCTOR ID #
22-222
SAMPLE #
1
PROCTOR VALUES
Maximum Density
110.6 pcf.
Optimum Moisture
10.5 %
Respectfully submitted by,
Sampled By
FM
Tested By
AD
Checked By
AD
Typed By
BM
Sampled Date: 4/19/2022
SamILLOcatj-0
Stockpile at jobsite
Soil Description _
Brown Silica Sand /Rock
Fragments.
Optimum
10.5
Moisture M
100% Max. DD.
110.6
98% Max. DD,
108.4
95% Max. DD.
105.1
PASSING #4
84%
Sieve
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or extracts from our reports is reserved In accordance with ASTM E329 this report shall not be reproduced, except in full without the prlry W?i.,;0 0li l Of4m a 1�T#' es
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