349 NE 102 ST COMPACTED SOILALL STATE ENGINEERING AND TESTING CONSULTANTS, INC.
ALL STATE TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES
ENGINEERING 12949 West Okeechobee Road, Unit C-4, Hialeah Gardens, Florida 33018 - Phone: 305-888-3373 Fax: 305-888-7443
Field Density Test of Compacted Soils
ASTM D-5195
Client:
PP3 Construction, Corp Order #
21-9830
Address:
750 NE 96th Street, Miami Shores, FL 33138 Date:
11/10/21
Project.
Single Family Residence Gauge #
7648
Address:
349 NE 102nd Street Miami Shores, FL 33138
Attention:
Question
Shafqat Sindhu (786) 218-1515 shafgat@allstateengineering.com
Lab ID #
Location
21-9831
Slab SE Area
21-9832
Slab Center Area
21-9833
Slab NW Area
Description o Material Lime Rock With Lime Sand
Back Fill ISub grade I I Base rock X
Sampled By: I Javed I Tested By: I Sindhu
Laboratory Identification Number
21-9831
21-9832
21-9833
Test Number
1
2
3
Depth in Inches
12"
12"
12"
Field Density LBICu Ft. (Dry Density)
129.2
128.8
129.5
Moisture Contents
10.3
14.4
8.3
Maximum Density In the Field (%)
99.2%
98.9%
99.5%
Compaction Requirement - % ojMax Density
95%
95%
95%
100% Maximum Density (Lab Test)
130.2
130.2
130.2
Proctor T-180 AASHTO Method C
21-9830
21-9830
1 21-9830
Optimum Moisture (%)
8.8
Reported By
Sindhu
Checked By
Shaf at
Typed By
SS
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Jo n Bed e,r, P.E. #V 844
ALL STA NG1 NG �
TESTING�[��: •,'
Should any subsoil Conditions in the property (area) tested be found different from those encountered on t}i€ g#d g64ft5'r rW'on our Density
Test, All State Engineering & testing Consultants, Inc, is not to be held responsible. e f11111111 t 11 %00
As a mutual protection to client, the public and ourselves; all reports are submitted as the confidential property of clients, and authorization for publication c
statements, conclusions or extracts from our reports is reserved.
ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC.
ALLSTATE TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES
ENGINEERING 12949 West Okeechobee Road, Unit C-4, Hialeah Gardens, Florida 33018 Phone: 305-888-3373 Fax: 305-888-7443
PROCTOR COMPACTION TEST
ASTM D-1557
Date
November 10, 2021 Order Number
21-9830
Client
PP3 Construction, Corp
Address
750 NE 96th Street, Miami Shores, FL 33138
Project
Single Family Residence
Address
349 NE 102nd Street Miami Shores, FL 33138
Sample Location
Stock pile at thejob site
Soil Description
Base Rock: Lime Rock With Lime Sand
Sam led by
Javed
I Reported to
I Sindhu
TEST RESULTS
Laborato Number: 21-9830 1 Sample Number: 01
Optimum Moisture
8.3
100% Max, Dry Density
130.2
98% Dry Density
127.6
95% Dry Density
123.7
Gradation test passing 314" Siev
64.20%
Sampled By
Javed
10
Tested By
Sindhu
Checked By
Shafqat
Typed By
ISS
Dry Density vs % Moisture
5 6 7 8 9 10 11 12
% MOISTURE
Respectfully.
�. t5uz:iC,y•r..
No. 41844 m
ALL STATEy1w L�RX"x
TESTING CO
�C1���``~
Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested Imations reported on our Density Test,
All Stato Engineering & testing Consultants. Inc. is not to be held res onsiblc.
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of
statements, conclusions or extracts from our reports is reserved.