750 NE 101 ST COMPACTION TEST 2022ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC.
ALL STATE TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEM IST-DRILLING-EN VIROMF.NTAL 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
February 21, 2022
Order Number 22-499
Client
Robert Lozano
Address
750 NE 101 Street Miami Shore FL
Project
Single Family Residence
Address
750 NE 101 Street Miami Shore FL
Sample Location
Stock pile at the job site
Soil Description
Sub Grade: Brown Sand with Rock
Sam led by,
Sam
Reported to
I Sindhu
TEST RESULTS
Laborator Number: 1 22-499 1 Sample Number: 101
The following compaction test was conducted in accordance wiFlt the standard methods for Moisture/Density rclatinns ol'soil using a 101b, Hammer and 18" drop
Optimum Moisture
10.6
100% Max. Dry Density,
119.2
98% Dry Density
116.8
95% Dry Density+Sievee
113.2
Gradation test passing 31476.80%
Sampled By Sam
Tested By Sindhu
Checked By Shafqat
Typed By SS
5 6 7 DQ Densit�vs % store11 12 13
41U�,
0!1 Busche , E. #
ALL STATF„C GIN
TI. 1,&
TESNG
Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested Density Test,
All State Gn incrrinG & twin Consultants. Inc. is not to be held ms onsilrle-
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.
ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC.
ALL STATE TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CITE-DRILLING-ENVIROIvIENTAL SERVICES
ENGINEERING 12949 West Okeechobee Road, Unit C-4, Ilialeah Gardens, Florida 33018 - Phone: 305-888-3373 Fax: 305-888-7443
Field Density Test of Compacted Soils
ASTM D-5195
Client.
Robert Lozano
Order #
22-499
Address:
750 NE 101 Street Miami Shore FL
Date:
02/21/22
Project:
Single Family Residence
Gauge #
7642
Address:
750 NE 101 Street Miami Shore FL
Attention:
Question
Shafqat Sindhu (786) 218-1515 shaaf aaita allsteteenciineelitia.cons
Lab ID #
Location
22-500
_
New Terrace Slab NE Corner
22-501
New Terrace Slab Center Area
22-502
New Terrace Slab SW Corner
22-503
Building New Storage SE Corner
22-504
Building New Storage Center Area
Description of Material
Brown Sand with Rock
Back Fill
Sub grade
X
Base rock
Sam led By:
Sam
Tested Bp:
Sindhu
Laboratory Identification Number
22-500
22-501
22-502
22-503
22-505
Test Number
1
2
3
4
5 J
Depth in Inches
12"
12"
12"
12"
12"
Field Density LBlCu Ft. (Dry Density)
118.6
117.9
119.0
118.4
118.2
Moisture Contents
9.2
8.9
9.1
9.5
9.0
Maximum Density In the Field (%)
99.5%
98.9%
99.8%
99.3%
99.2%
Compaction Requirement - % of Max Density
95%
95%
95%
95%
95%
100% Maximum Density (Lab Test)
119.2
119.2
119.2
119.2
119.2
Proctor T-180 AASHTO Method C
22-499
22-499
22-499
,tt102349al
22-499
Optimum Moisture (%)
10.6
Reported By
Sindhu
Checked By
Shaf at
Typed By
SS
Respectful y;�ir� 1
O: No 41 B44
ALL STA Gti
TESTING C4�9.
,`i'`
tti111IIIIIt11%
Should any subsoil conditions in the property (area) tested be found different from those cneounlered on the tested locations reported on ourDensity
Iran. All State C-nginwrine & testing Consultants. Inc. is not to be held responsible.
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property ❑rciicnts., and authorization for publication of
statements, conclusions or extracts ironi our reports is reserved.
ALLSTATE ENGINEERING AND TESTING CONSULTANTS, INC.
ftLL STATE TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-Cl IEMIST-DRILLING-EN VI ROM ENTAL SERVICES
dGlNURIMG 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:
Robert Lozano
750 NE 101 Street Miami Shore FL �i
Order #
22-499
Address:
Date:
02/21/22
Project:
Single Family Residence
Gauge #
7642
Address:
750 NE 101 Street Miami Shore FL
Attention:
uestion
Shafqat Sindhu (786) 218-1515 st akta! . ailstateem�q rorll
Lab ID #
Location
22-505
Building New Storage NW Corner
Description o Material
Brown Sand with Rock
Back Fill
Sub grade
X
Base rock
Sampled By:
I Sam
Tested By:
Sindhu
Laboratory Identification Number
22-505
Test Number
6
Depth in Inches
12"
Field Density LBICu Ft. (Dry Density)
118.6
Moisture Contents
9.5
Maximum Density In the Field (%)
99.5%
Compaction Requirement - % of Max Density
955%
-
100% Maximum Density (Lab Test)
119.2
Proctor T-180 AASHTO Method C
22-499
Optimum Moisture (%)
10.6
Reported By
Sindhu
Checked By
Shaf at
Typed By
SS
Itespeci� ; s e4'�••.
EN Se'o'=
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ohT &uscher, P.& #41844:
ALL:�STATE FVQV9ERJ8Vr&
TEST-;
i�r�r n .
f�.■UUSiO N ACE
ittN 11 t n t 1111 N���
Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density
Test, All State Engincering & testing Consultants, Inc. is not to be held responsible.
As a mutual protection to client, the public and ourselves, all reports are Submitted as the confidential property of clients, and artharication for publication of
statements, conclusions or extracts from our reports is reserved.
Notice of Preventative Treatment for Termites
(As required be Florida Building Code (FBC) 104.2.6)
12 - 2-2- Z_Z
Date
Product Used
®,56yb
Percent of Concentration
Greentech Pest Solution 305-495-4001
Address of Treatment or Lot/Block of Treatfnent
Am
Time
C y/ i /-/Z /� r-/ A)
Chemical used (active ingredient)
Applicator
7_�Z_
Number of gallons applied
s).,ei-3
Area treated (square feety Linear feet Treated
Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed areas)
As per 104.2.6- If soil chemical barrier method for termite prevention is used, final exterior treatment
shall be completed prior to final building approval. A//�
If this notice is for the final exterior treatment, initial and date this line r9