HomeMy WebLinkAboutIN PLACE DENSITY & WATER CONTENT305
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521 NW Enterprise Drive • Port St. Lucie, Florida 34986
p.m. 06—//003�3-2013(� 1 /1
(772) 924.3575 . (772) 924.3580 (fax)
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IN-A11ITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Doyle Masonry, Inc. - Various Projects Project ID: 12-1489.00
Address: Various Report ID: D-0009
Client: Doyle Masonry, Inc. Date: 5/28/2013
Permit No: WA 1303-0067 � Field Tech: - Brandon Leadley � Test Mode: Direct Transmission
Area Tested: Lot 63, Nettles Island (Wayne Thomas Residence) - Slab Area _
Soil Description: Gray and -brown fine sand _— _
Proctor / LBR ID: P-003 Max Density (PCF): 108.2 Opt Moisture (%): 11.7% Test Standard: D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
I
/�
Results
East End I
I
12
FG
117.5
107.9
8.9%
99.7%
Pass
Center Area I
12
FG
117.6
107.7
9.2%
99.5%
Pass
i West End
12
FG
117.3
107.5
9.1%
99.4%
Pass
i
I
I
i
w Eo �uN o
�
Testing Gauge Information: Manufacturer: Troxler _ Model:
Density Standard (DS): 2571
Remarks:
lens for wevation:
= Proofroll
1, 2, 3 =1 st, 2nd, 3rd Lift
= Springline
FL = Final Lift
= Subgrade
BG = Below Grade
= Basecourse
BOF = Bottom of Footing
P = Top of Pipe
FG = Finished Grade
3430 _ S/N: 34784
Moisture Standard (MS): 621
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� Mhte 84b
F8EC90 �
rest report shall not be reproduced, except In full, without the written approval of GFA intemational Sfo
Environmental . Geotechnical . Construction Materials Testing • Special and Threshold Inspections .
Florida's Leading Engineering Source
www.teamgta.com
(�p7w- / 303_-00 (-"
521 NW Enterprise Drive • Port St. Lucie, Florida". _ '5
�L_ ,G72) 924-3575 • (772) 924-3580 (fax)
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Doyle Masonry, Inc. - Various Projects Project ID: 12-1489.00
Address: Various Report ID: D-0009
Client: Doyle Masonry, Inc. Date: 5/28/2013
Permit No: N/A Field Tech: Brandon Leadley Test Mode: Direct Transmission
Area Tested: Lot 63, Nettles Island (Wayne Thomas Residence) - Slab Area
Soil Description: Gray and brown fine sand
Proctor / LBR ID: P-003 Max Density (PCF) 108.2 Opt Moisture (%): 11.7% Test Standard: D 1557
Compaction Required (%): 95.0% !
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
o
/o
Results
East End
12
FG
117.5
107.9
8.9%
99.7%
Pass
Center Area
12
FG
117.6
107.7
9.2%
99.5%
Pass
West End
i
12
FG
117.3
107.5
9.1 %
99.4%
Pass
I
PERMIT NO. 18030067
I
Testing Gauge Information: Manufacturer: _ Troxler Model: 3430 S/N:
Density Standard (DS)RE�OVED_OCT 3 � Lure Standard
113
Remarks:�`�aP�;
lena Tor tlevatlon:
= Proofroll
= Springline
= Subgrade
= Basecourse
P = Top of Pipe
1, 2, 3 = 1st, 2nd, 3rd Lift
FL = Final Lift
BG = Below Grade
BOF = Bottom of Footing
FG = Finished Grade
34784
621
?esrectfully Su
d InterRat�
-FBFf= CA93
v
Test report shall not be reproduced, except in full, without the written approval of GFA International atateq
Environmental . Geotechnical • Construction Materials ;Testing • Special and Threshold Inspections • Plan
Florida's Leading Engineering Source
www.teamgfa.com
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