RC-12-21-3200 190 NW 93 St (1)KC- IZ -Z 1 - 32,co
ALL_ STATE ENGINEERING AND TESTING CONSULTANTS, INC.
ALL STATE I'GSTIN(i LABOIZA )RIGS-EN(i]NI:GRS-INSPGC'I'ION SEItVIC'I:S-CIIEMIS'I'-DRILLING-[:NV!IZOMENTAI _ERVICIES
ENGINEERING 12949 Nest 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:
A uillen Construction
Order #
22-1060
Address:
5344 NW 37 Avenue Fort Lauderdale, FL 33309
Date:
05/30/22
Project:
Single Family Residence Addition
Gauge #
7833
Address:
190 NW 93rd Street Miami Shore
Attention:
uestion
Shafqat Sindhu (786) 218-1515 shefcLat@ailstateeL7gineerina.com
Lab ID #
Location
22-1085
Building Slab North Side 2nd Lift
22-1086
Building Slab South Side 2nd Lift
22-1087
Building Slab Center Area 2nd Lift
22-1088
Building Slab West Side 2nd Lift
22-1089
Building Slab East Side 2nd Lift
Description o/'Material Lime Rock with Lime Sand
Back Fill I I Sttb grade I Base rock X
Sampled By: I Sam Tested By: Sindlut
Laboratory Identification Number
22-1085
22-1086
22-1087
22-1088
22-1089
Test Number
9
10
11
12
13
Depth in Inches
12"
12"
12"
12"
12"
Field Density LB/Cu Ft. (Dtj, Density)
131.1
131.1
131.5
131.2
131.6
Moisture Contents
8.5
8.5
8.5
8.1
8.3
Maximum Density In the Field (%)
98.8%
98.8%
99.1 %
98.9%
99.2%
Compaction Requirement- "% of Max Density
95%
95%
95%
95%
95%
100% Maximum Density (Lab Test)
132.7
132.7
132.7
132.7
132.7
Proctor T-180 AASHTO Method C
22-1079
22-1079
22-1079
22-1079
22-1079
Optimum Moisture (%) 8.4
Reported By Sindhu
Checked By Shaf at
Typed By SS
Respectfully sublivittedbY3tttrto,
J 41t 8tt.rcE. #41 jt ]
A STA`T'=ltif G Ltll&
TESTING 5 k%A- 'S, INU.t77�'
Should any subsoil eondifitxts in the property (area) tested be found different from those encountered on A dn,�6r Density
Test, All Stale Ern ginocrin, & lestilIg COnSL111IIni5. Inc. is not to be held res msible.
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property ofcliiitf4; n�I q I Irl7 �lci$'filr publication of
Statements, conclusions or extracts Gom Our reports is I'escrved Iill � ll I
AIL STATE ENGINEERING AND TESTING CONSULTANTS, INC.
ALL STATE TESTING I_AI301tA'I'ORIES-I:NG]NEERS-INSPECTION SI:RVIC'[S-C'IIIaMIS"I'-DRILLING-I?NVIROML'N'I'ALSERVICES
ENGINEERING 12949 West Okeechobee Road, Unit C-4, Hialeah Gardens, Florida 33018 Phone: 305-888-3373 Fax: 305-888-7443
PROCTOR COMPACTION TEST
A CTN4 T1-1557
Date
May 27, 2022
Order Number
22-1060
Client
A uillen Construction
Address
5344 NW 37 Avenue Fort Lauderdale, FL 33309
Project
Single Family Residence Addition
Address
190 NW 93rd Street Miami Shore
Sample Location
Stock pile at the job site
Soil Descri Lion
Base Rock: Lime Rock with Lime Sand
Sampled by
Sam Re orted to
ISindlut
TEST RESULTS
Laboratory Number: 22-1079 Sample Number: 02
Moisture
Dry Density
5.6
128.4
6.9
130.9
8.4
132.7
10.9
125.8
Optimum Moisture
8.4
100% Max. Dry Density
132.7
98% Dry Density
130
95% Dry Density
126
Gradation test passing 314" Sieve
64.80%
Sampled By
Sam
Tested By
Sindhu
Checked By
Shafqat
Typed By
SS
Z
W
0
Dry Density vs % Moisture
5 6 7 8 9 10 11 12
% MOISTURE 1
i
Reviewed by: Jo���' IKt- Q',44444
ATE . IN§'� &
STING CCIL� ? INC. 'rRZ
rf (.
Should any subsoil conditions in [he properly (MVO) [esled he fbund dil'Iercnl 11VIII those cneounlered on the lCaleJ ��� italir�y�, l���iJulsity Tcsl,
All Statc Ens,iniwrin—, & ILx6111_1 Consultants, Inc. is not 10 he held rcsps,nsihlc. ►1 t1!
As a mutual protection to client, the public and Ourselves, all reports arc submitted as the c0111iLIC116l properly ol'clients, and authorization Ibr publication o[
statements, conclusions or extracts [i-om Our reports is reserved.
ALL STA TE ENGINEERING 4 ND TESTING CONSUL TANTS, INC.
LSTATE TESTING LAI30RA'I'ORIES-ENGINEEI<S-INSPECTION SERVICES-CIIEMIST-DRILLING-EN VI ROMENTAI. SERVICES
INEERING 12949 West Okeechobee Road, Unit C-4, Hialeah Gardens, Florida 33018 - Phone: 305-888-3373 Fax: 305-888-7443
Field Densitv Test of Compacted Soils
ASTM D-5195
Client:
A uillen Construction Order #
22-1060
Address:
5344 NW 37 Avenue Fort Lauderdale, FL 33309 Date:
05/27/22
Project:
Single Family Residence Addition Gauge #
7833
Address:
190 NW 93rd Street Miami Shore
Attention:
uestiott
Shafqat Sindhu (786) 218-1515 sliafaatCaalistateengincering.com
Lab ID #
Location
22-1080
Building Slab North Side 1st Lift
22-1081
Building Slab South Side 1st Lift
22-1082
Building Slab Center Area 1 st Lift
22-1083
Building Slab West Side 1st Lift
22-1084
Building Slab East Side 1st Lift
Descri tioit o 'Material
Lime Rock with Lime Sand
Back Fill
Sub grade
Base rock X
Sampled B :
Sant
Tested B :
Sindhit
Laboratory Identification Number
22-1080
22-1081
22-1082
22-1083
22-1084
Test Number
4
5
6
7
8
Depth in Inches
12"
12"
12"
12"
12"
Field Density LBICu Ft. (Dry Density)
130.0
130.7
131.1
130.4
130.8
Moisture Contents
6.2
6.1
5.9
6.3
6.5
Maximum Density In the Field (%)
98.0%
98.5%
98.8%
98.3%
98.6%
Compaction Requirement - % of Max Density
95%
95%
95%
95%
95%
100% Maxintum Density (Lab Test)
1 132.7
132.7
132.7
132.7
132.7
Proctor T-180 AASHTO Method C
22-1079
22-1079
22-1079
22-1079
22-1079
Optirnunt Moisture (%)
8.4
Reported By
Sindhu
Checked By
Shaf at
Typed By
SS
Respectfully sub6r�ittNl!I, " °°itgt
V
Bt&vclte�• .E. #41STATI6INM-1
NG
TING C� JNC,,- � ~
Should any subsoil conditions in the property (area) tested be lbund different from those encountered on lhelt. k� Itio_lts,rrpor �h�`�tiknssty
Tell All State Engincering & ILN(ing Consultants, Inc. is not to be hrteld ixmxihle. ifs C a
As a mutual protection to clic7ri. llic public and ourselves, all reports arc submitted as the confidential property of cliCnta "'u•�Ni�ti'1'44iiRl1A or publication of
statements, conclusions or extracts from our reports is reserved
COMPLIANCE FOR TERMITE PREVENTION CERTIFICATE
AS REQUIRED BY FLORIDA BUILDING CODES (FBC) 1816.1.7
14107 SW 139 AVE
MIAMI FL 33193
(786) 222 — 7810 (TERMITE DIVISION)
190 NW 93 ST
MIAMI SHORES., FL
METHOD OF TERMITE PREVENTION TREATMENT SOIL TREATMENT FOR TERMITES
CHEMICALS APPLIED
NUMBERS OF GALLONS APPLIED
AREA TREATED (SQ. FT)
STAGE OF TREATMENT
TERMIDOR EPA 102-345
30 GALLONS
400 SQ FEET
SLAB FOUNDATION
FLORIDIAN PEST CONTROL HEREBY completed treatment for the prevention of subterranean
termites. Treatment is in accordance with rules and laws established by the Florida
Department of Agriculture
And Consumer Services.
AUTHORIZED SIGNATURE
DATE