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Of
521 NW Enterprise Drive • Port St. Lucie, Florida 34985
03:25:47 p.m 05-27-2015 1 /1
A-FRk (772) 924-3575 • (772) 924-3580 (fax)
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IN-PLACE DENSITY AND WATER OIL AND SOIL
AGGREGATE BY NUCLEAR METHOD - ASTM 6938
Project: Doyle Masonry, Inc.= Various Projects _ Project ID: 12-1489.00
Address: Various Report ID: D-0033
Client: Doyle Masonry, Inc. Date 4/28/2015
Permit No: ISC)\ - Field Tech: _ Ken Thomas Test Made: Direct Transmission
Area Tested: 10701 South Ocean Drive, Hutchinson Island, Lot No. 701 - Foundation Pad
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
Southeast Corner
12
0-1
110.2
103.8
6.2%
95.9%
Pass
Southeast Corner
(*HCP=60+, > 95 % Compaction, PASS)
12
1-2
Center Area
12
0-1
111.0
104.8
5.9%
96.9%
Pass
Center Area
(*HCP=60+, > 95 % Compaction, PASS)
12
1-2
Northwest Corner
12
0-1
110.1
103.1
6.8%
95.3%
Pass
Northwest Corner
(*HCP=60+, > 95 % Compaction, PASS)
12
1-2
r—"
4
*HCP tests are empirically correlated to the relative
density of the soil.
Testing Gauge Information: Manufacturer: Troxler Model:
Density Standard (DS): 1990
Remarks: Testing Completed at Finished Grade
Leaena Tor tievation:
PR = Proofroll
SL = Springline
SG = Subgrade
BC = Basecourse
TOP = Top of Pipe
1, 2, 3 = 1st, 2nd, 3rd Lift
FL = Final Lift
BG = Below Grade
BOF = Bottom of Footing
FG = Finished Grade
3430 SIN: _
Moisture Standard (MS):
WytiT-T.,
bbtS
=Uonald W. Moler, ICE. z
Test report shall not be reproduced, except in full, without the written approval of GFA International S;:
Environmental a Geotechnical r Construction Materials Testing • Special and Threshold Inspections o
Florida's Leading Engineering Source
www.teamgfa.com
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60PAW_
521 NW Enterprise Drive • Port St. Lucie, F onaa 34986
(772)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-0033
Client:
Doyle Masonry, Inc.
Date:
4/28/2015
Permit No: , 0 � Field Tech: Ken Thomas Test Mode: Direct Transmission
Area Tested: 10701 South Ocean Drive, Hutchinson Island, Lot No. 701 - Foundation Pad
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
%
Results
Southeast Corner
12
0-1
110.2
103.8
6.2%
95.9%
Pass
Southeast Corner
(*HCP=60+, > 95 % Compaction, PASS)
12
1-2
Center Area
12
0-1
111.0
104.8
5.9%
96.9%
Pass
Center Area
(*HCP=60+, > 95 % Compaction, PASS)
12
1-2
Northwest Corner
12
0-1
110.1
103.1
6.8%
95.3%
Pass
Northwest Corner
(*HCP=60+, > 95 % Compaction, PASS)
12
1-2
*HCP tests are empirically correlated to the relative
'density of the soil.
Testing Gauge Information: Manufacturer: Troxler Model
Density Standard (DS): 1990
Remarks: Testina Completed at Finished Grade
Legend for Llevation:
PR = Proofroll
SL = Springline
SG = Subgrade
BC = Basecourse
TOP = Top of Pipe
1, 2, 3 = 1st, 2nd, 3rd Lift
FL = Final Lift
BG = Below Grade
BOF = Bottom of Footing
FG = Finished Grade
3430 S/N: 22260
Moisture Standard (MS): 668
Test report shall not be reproduced, except in full, without the written approval of GFA International
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