HomeMy WebLinkAboutLaboratory Compaction Characteristics of Soil Using Modified Effort521 NW
Drive *Port St. Lucie. Florida 349&5' t
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Laboratory Compaction Characteristics of Soil Using Modified Effort (Proctor)
ASTM D 1557
Project: Silver -Line Plastic Corporation, New Silo Construction
Project ID: 13-0097.00
Address: 3206 Enterprise Road, Fort Pierce, St. Lucie County, Florida Report ID: P-1
Client: Heritage Contracting Services, Inc.
Permit Number: N/A
Soil Location:
Composite
Sampled By:
G. Odell
Date Sampled: 6/28/2013
Tested By:
M. Barkley
Date Tested: 7/2/2013
Soil Description:
Gray to brown fine sand, trace silt
Test Method Used:
Method C
Preparation Method Used: Dry
Type of Rammer:
Mechanical
As -received Water Content: N/A
Specific Gravity:
N/A
Specific Gravity Test Type: N/A
Comments:
Sieve Results
Sieve
Size (mm)
Weight Retained
Percent Retained
3/4"
19
N/A
N/A
3/8"
9.5
N/A
N/A
# 4
4.75
N/A
N/A
Pan
1 0
N/A
I N/A
108
107
106
LL
a 105
I-
104
Z
W
103
I➢C
G
102
101
100 1
10
11 12 13 14 15 16 17 18
MOISTURE %
Dry Density (pcf)
Moisture (%)
103.6
11.0
104.8
12.6
105.0
14.0
104.4
15.5
Re
sp
GFj�
FBFJ (
_1
D
Prof
State
Maximum Dry Density (pcf)
105.0
Optimum Moisture (%)
13.5
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521 NW Enterprise Drive • Port St. Lucie, Florida 34986` J (772) 924-3575 • (772) 924-3580 (fax)
1,
TF�NAT���
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Silver -Line Plastics Corporation, New Silo Construction Project ID: 13-0097.00
Address: 3206 Enterprise Road, Fort Pierce, St. Lucie County, Florida Report ID: D-0001
Client: Heritage Contracting Services, Inc. Date: 6/28/2013
Permit No: 1303-0179 Field Tech: Gary Odell Test Mode: Direct Transmission
Area Tested: Single Silo Pad, Foundation Fill
Soil Description: Gray and brown fine sand, trace silt
Proctor / LBR ID: P-1 Max Density (PCF): 105.0 Opt Moisture (%): 13.5% Test Standard: D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(% )
Compaction
Location
%
Results
Southeast Area
12
0-1
115.1
105.5
9.1 %
100.5%
Pass
Northeast Area
12
0-1
111.8
103.8
7.7%
98.9%
Pass
Northwest Area
12
0-1
113.0
104.4
8.2%
99.4%
Pass
Southwest Area
12
0-1
115.1
106.1
8.5%
101.0%
Pass
Testing Gauge Information: Manufacturer: Troxler Model:
Density Standard (DS): 1943
Remarks: Depths are below bottom of slab.
�ra�t•�i:•�iar�ftTA
= Proofroll
= Springline
= Subgrade
= Basecourse
P = Top of Pipe
1, 2, 3 =1 st, 2nd, 3rd Lift
FL = Final Lift
BG = Below Grade
BOF = Bottom of Footing
FG = Finished Grade
3430 S/N: 25093
Moisture Standard (MS): 625
Test report shall not be reproduced, except in full, without the written approval of GFA International �1IE
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CONCRETE PRODUCER IN FLORIDA ' CUSTOMER NO. DELIVERY TICKET DATE
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PHONE: (305) 262-3250 • FAX: (305) 267-0�698.
SERVING MIAMI-DADE, BROWARD, PALM BEACH, MARTIN & ST. LUCIE COUNTIES
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EXTENSION
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TRUCK DRIVERI acknowledge tAat I have, ived and 1 cept4d'the materials listed. on this ticket. I
understand and agree o�h�e terms on th the f;n'�and back of_this'ticket. ;
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MAKING DELIVERY BEYOND CURB LINE. ALL CLAIMS MUST BE MADE
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IF IT BECOMES NECESSARY TO BRING ANY ACTION TO COLLECT
AMOUNTS DUE -ON THIS INVOICE, PURCHASER SHALL BE RESPONSIBLE
FOR REASONABLE ATTORNEYS FEES AND COURT COSTS INCURRED
BY VENDOR IN SECURING COLLECTIONS. INTEREST SHALLACCRUE
AT 1 1/2% PER MONTH ON OUTSTANDING BALANCES.
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BLOCK PLANT (305) 805=3226
"The On Time Concrete Company"O
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CENTRAL CONCRETE SUPERMIX, INC.
LARGEST INDEPENDENT READY -MIX.
CONCRETE PRODUCER IN FLORIDA CUSTOMER NO. DELIVERY DATE
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SOLD TO DELIVERY ADDRESS
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understand and agree. to the terms on b the front and back of this ticket.
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