890 Paradise Density Engineer Report 6424 Beach Boulevard
L E G A C Y Jacksonville, FL 32216
904-7214100 Office
ENGINEERING, INC
Geotechnical&Materials Engineering and Testing
Lab No: 22665.1
ReportOf: In-Place Density Tests Report No: 002
Project No: 18-2462 e 7 1
Client: Ellie Homes, Inc. Project: 890 Paradise lane-Atlala ntic Beach
Chris Lambertson
355 11th Street
Atlantic Beach, FL 32233
Report Date: 06/2512018
Test Date: 0622/2018
Location: House Pad Lift 1 Tested By: Bird, Sam
By Order Of: Chris
Course: Fill
Test Methods: ASTM D6938
Proctor Opt.Moisture Max.Dry
Proctor No Dete Content,% Density,PCF Color Description
22664-1 06/21/2018 17.1 100.5 Light Brown Fine SAND with Lenses of Clay
Location Group House Pad Lift 1 Dry I Field Percent of
( Proctor Density, Moisture Maximum Spec. Pass
Test
NO.L
Location Depth Number PCF Content,% Density i Req. Fail
0 12 22664-1 100.3 10.7 100 95 Pass
1 Slde I 0-12 22664-1 100.1 12.8 100 95 Pass
2 East Side
0.12" 22664-1 100.2 14.6 100 95 . Pass
3 (Garage
Ogg'.EIM Hames,Ina Axn:cbns LenbetaaB Respectfully Submitted,
(i.eaph
1a l.ebasbrY Legacy Engineering, Inc.
t i
1
JaRS&Pitts,Lab Manager
THIS REPORT APPLIES Oii Y TO THE STANDARDS OR PROCEDURES INMCATEB MOTO THE SAMPLERS)TESTED ANBIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
OR
THEY
THE allD. EPomSAREOF
RHESOF IIDENTICAL
E COOR SVESIMILAR
PRODUCTS
ESSEEDWOREPRESENT ASSURANCE
ENT AND MENOT TO BE REDITT
PRODUOED VaTlR KRENERMISSION, UNLESS 50
' 6424 Beach Boulevard
LEGACY Jacksonville,FL 32216
904-721-1100 Office
ENGINEERING, INC
Geotechniaul&Mareriala Engineering and Tearing
6-1
Report Of: In-Place Density Tests Lab
Report
2270
No: 0044
Project No: 18-2462 Pa e 1 of 1
Client: Elite Homes, Inc. Project: 890 Paradise Lane-Atlantic Beach
Chris Lambenson
355 11th Street
Atlantic Beach, FL 32233
Report Date: 06/25/2018
Test Date: 06122/2018
Location: House Pad Lift 2 Tested By: Bird, Sam
By Order Of: Chris
Course: Fill
Test Methods. ASTM D6938
Proctor OpL Moisture Max.Dry
Proctor No Date Concent% Density,PCF Color l Description
226644 06/212018 17.1 100.5 Light Brown Fine SAND with Lenses of Clay
Location Group: House Pad Lift 2 -. proctor Density,
ensrt Moisture maximum_-- -.. i Dry Field Percent of
y iSpec. Pass
TNo.est Location Depth Number PCF Content,% Density Reg. Fail
0-12" 22664-1 1006 110 100 95 Pass
2_ h/Vest Side
0-12" I 22664-1 100.9 10-1 100 96 Pass
0.12" 22664-1 1004 8.8 100 95 Pass
L-3 East Side
0i Ellie Homan.Inc.ARn'.CMM-emeenaan Respectfully Submitted,
a oDY)
1aC tayMMon Legacy Engineering, Inc.
Jared Pitts,Lab Manager
R..Si AND ARE NOT
ARILY Ni 01
THEWAUTIFS CF APPARENRYIOENNCAO OR Sai 'PRODUCTS P
REPORT APPLIES ONLY 1.THE ETANiCTSO PROCEDURES.NOR LO THEYREPRESENT NNiOONALRY AaS RANGE PROGRAM UNLESS SO
NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE AGGRESSED PUENT AND ARE NOT TO."Eli WTHOW WRRTEN PERMISSON.
i 6424 Beach Boulevard
G A C Y Jacksonville,FL 32216
LE 904-721-1100 Office
ENGINEERING, INC
Geatechnicol&Materials fngi^tering and Ttsting Lab No: 22707-1
Report Of: In-place Density Tests Report No: 003
Pa e1 of1
Project No: 18-2462 project: 890 Paradise Lane-Atlantic Beach
Client: ElitChris Homes,ambertson
355 11th Street
Atlantic Beach, FL 32233
Report Date: 06/2512018
Test Date: 061221201 B
Location: House Pad Lift 3 Tested By: Bird, Sam
By order Df: Chris
Course. Fill
Test Methods. ASTM D6938 t Moisture Max.Dry
Proctor opt. Density,PCF Color 1 Description
Proctor No Date Content,X
17 1 100,5 LightBTO Fine SAND with Lenses of Clay
22664-1 06/2112018
of
location Group_ - - --- Dry Field Percentm
House Pad CJft 3
Proctor Density; Moisture Maximum Spec. Fail
Test Depth Number PCF Content,% Density Req.
L� LocaOon 98 95 Pass
'— - 0-12" 22664-1 96.6 6.9 100 95 1 Pass
Orth Side —_ 0-12" 22664-1 100.7 96
L 2 oath Side __ 0-12-, 22664-1 100.1 9.7 100 95 Pass
—�.._
3 est Side
peg Flip Hcnnn,Inc.Ann'.Curia Ld,lNEtNP Respectfully Submitted,
(t<eeaw) Legacy Engineering, Inc.
t.w I-.mmm�
i�
Jaye Pitts,Lab Manager
THIS REPORT APPLIES ONLY TOTHE$TANOARGSOR PROCEDU0.ES IHOICATEDANOTn THE SAMPlEl6)TESTED THEY -SEW NURxxNGOU FNDARENOTNEFH E,RYINLESSSOOF
THE OHTHESE OF Se"ARAREFORXE LOORR6NEUN OF�CTS OR PDRE66ED CLIENT ANO ARE NOT TO 6E REMOCIJCEO`MTHDIITNRITTEN PERMISSIONCCRAM UNLE6650