HomeMy WebLinkAboutGFA PAPPERSFrom:
03/08/2016 17:05 #367 P.001/001
.
521 NW Enterprise Drive • Port St. Lucie, Florida 34986
(772) 924-3875 . (772) 924-3580 (fax)
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IN -PLACE DENSITY AND WATER CONTENT
OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Port St. Lucie Shopping Plaza_ _ _
Project ID: 16-0409.00
Address: 887 East Prima Vista Blvd., Port Saint Lucie, FL
Report ID: 6-0001
Client: Bayview Construction Services
Date: 3/8/2016
fii .----- —_
Permit No: SLC 4548 9 I d Field Tech: _Matt Marq uart
Test Mode: —Direct Transmission_
Area Tested: Retaining Wall Footing, North Side of Property
Soil Description: Brown fine sand
Proctor / LBR ID: P-1 Max Density (PCF): 0.0_ Opt Moisture (%):_0.0_% _Test Standard: _ 01557
—
Compaction Required (%). - 95.0%Probe Elev
Wet Dry Moist. Compaction
Location Depth
Density Density (%) % Results
(in)
(PCF) (PCF)
1
East Side of Footing
12
0-1
('HCP=70+, > 95 % Compaction, PASS)
2
East Side of Footing
12
1-2
('HCP=60+, > 95 % Compaction, PASS)
3
West Side of Footing
12
0-1
('HCP=70+, > 95 % Compaction, PASS)
4
West Side of Footing
12
1-2
(•HCP=60+, > 95 % Compaction, PASS)
5
6
8
9'HCP
tests are empirically correlated to the relative
density of the soil.
1
0
1
1
t
2
Testing Gauge Information: Manufacturer: — Troxler _ Model: _
3430 S/N: — 34784
Density Standard (DS) _ 2190
Moisture Standard (MS): 629
Remarks: Depths are below bottom of footing. 2'-of #57 Stone in bottom of footing. —
Legend for Elevation: —t
IA81 Ut Pt(tt
Reg„ygk,
PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift
�t9
SL = Springtine FL = Final Lift
^F:
SG = Subgrade BG = Below Grade
r
/0016
BC = Basecourse BOF = Bottom of Footing
TOP = Top of Pipe FG = Finished Grade
s Donald W. Moler, P.E.
ofessio"t ngineer j W75
Test report shall not be reproduced, except in full, without the written approval of GFA International d�'te of, Florida r,�v
Environmental . Geolechniral •Construction Materials Testing •Special and Threshold InspectionS1vt�nn'KeY9eVn8gdli'� glnpuance
Florida's Leading Engineering Source .s/pl�.tA\-�i
www.teamgfa.com 111111 t t I t O
14661-o)9/ ,
521 NW Enterprise Drive • Port St. Lucie, FL - 234986
Ar"'Alk, (772) 9�JOA75 . L772) 924-3580 (fax)
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Public Wo, < .
N
St. Lucie Cou.
'yTFRNAT1D�
IN-PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Port St. Lucie Shopping Plaza Project ID: 16-0409.00
Address: 887 East Prima Vista Blvd., Port Saint Lucie, FL Report ID: D-0001
Client: Bayview Construction Services Date: 3/8/2016
Permit No: SLC 1510-0127 Field Tech: Matt Marquart Test Mode: Direct Transmission
Area Tested: Retaining Wall Footing, North Side of Property
Soil Description: Brown fine sand
Proctor / LBR ID: P-1 Max Density (PCF): 0.0 Opt Moisture (%): 0.0% Test Standard: D 1557
Compaction Required (%): 95.0% Probe Elev Wet Dry Moist. Compaction
Location Depth Density Density (%) % Results
(in) (PCF) (PCF)
1
East Side of Footing
12
0-1
('HCP=70+, > 95 % Compaction, PASS)
2
East Side of Footing
12
1-2
('HCP=60+, > 95 % Compaction, PASS)
3
West Side of Footing
12
0-1
('HCP=70+, > 95 % Compaction, PASS)
4
West Side of Footing
12
1-2
('HCP=60+, > 95 % Compaction, PASS)
5
6
7
8
9'HCP
tests are empirically correlated to the relative
density of the soil.
1
0
1
1
1
2
Testing Gauge Information: Manufacturer: Troxler Model: 3430 SIN: 34784
Density Standard (DS) 2190 Moisture Standard (MS): 629
Remarks: Depths are below bottom of footing. 2' of #57 Stone in bottom of footing.
Legend for Elevation:
n
PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift GF,f��ngjQ�i°°Os
SL = Springline FL = Final Lift N SF
SG = Subgrade BG = Below Grade
BC = Basecourse BOF = Bottom of Footing o " #al 16
TOP = Top of Pipe FG = Finished Grade °Donald W. M xler, P.E. B
=Professional Engineer # ii5
Test report shall not be reproduced, except in full, without the written approval of GFA International �t4le of Fl6r1da O t <C/�
Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspeclionsg_°' f{evier�alrld Udd �"ance
Florida's Leading Engineering Source J. S '• C�
\ www.teamgfa.com °°°°q e0 N A� `��