HomeMy WebLinkAboutIN-PLACE DENSITY & WATER CONTENT521' NW Enterprise Drive • Port St. Lucie, Flo1'..,a 54986
(772) 924-3575 • (772) 924-3580 (fax)
GANNED
'4TERNAT%
IN -PLACE DENSITY AND WATER CONTENT 40`$ SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Shoreline Mobile Home Repair - Various Projects Project ID: 14-1689.00
Address: Various Report ID: D-0004
Client: Shoreline Mobile Home Repair Date: 11/3/2014
Permit No: Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: 1174 Nettles Boulevard, Nettles Island - House foundation pad (PERMIT# 14090068)
Soil Description: Brown fine sand, light shell
Proctor / LBR ID: P-3 Max Density (PCF): 106.0 Opt Moisture (%): 12.0% Test Standard: D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
%
Results
Northeast area
12
0-1
116.0
105.2
10.3%
99.2%
Pass
Center
12
0-1
116.9
105.8
10.8%
99.8%
Pass
Southwest area
12
0-1
115.4
104.3
.10.6%
98'.4%
Pass
Northeast area
12
0-1
116.9
104.7 •
11.7%
98.8%
Pass
Center
42
0-1
118.1
105.6
" 11.8%
9.9.6%
Pass
Southwest area
12
0-1
116.8
105.1
11.1 %
99.2%
Pass
These tests and all previous tests do not certify the
subgrade soils have a safe bearing capacity.
No soil borings were completed, and no Geotech
reports were done.
Testing Gauge Information: Manufacturer:
Troxler Model: 3430 S/N: 34784
Density Standard (DS): 2173
Remarks: Testing completed - below slab grade
Legend Tor Uevatlon:
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
Test report shall not be reproduced, except in full, without the written approval of GFA
Moisture Standard (MS): 609
11
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Environmental • Geotechnical • Construction Materials Testing . Special and Threshold li
Florida's Leading Engineering Source
www.teamgfa.com
1_1 NW Enterprise Drive • Port St. Lucie, FI rr.;a 34986
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(772) 924-3575 9 (772) 924-3580 (fax)
2173
Model:
3430 S/N:
Moisture Standard (MS):
_.�N191111//jb.
34784
M.
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Shoreline Mobile Home Repair - Various Projects Project ID: 14-1689.00
Address: Various Report ID: D-0003
Client: Shoreline Mobile Home Repair Date: 10/17/2014
Permit No: Field Tech: Daniel Decaro Test Mode. Direct Transmission
Area Tested: 1174 Nettles Blvd., Jensen Beach - Footings for House Pad (PERMIT NO. 14090068)
Soil Description: Brown fine sand some rock ',
Proctor / LBR ID: P-2 Max Density (PCF): 110.0 Opt Moisture (%): 10.0% Test Standard: D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
°
/o
Results
Northeast
12
0-1
117.0
108.6
8.2%
98.7%
Pass
North
12
0-1
117.2
108.1
81.4%.
98.3%
Pass
Southwest
12
0-1
117.7
108.3
8.7%
98.5%
Pass
I
These tests and all previous tests do not certify the
subgrade soils have a safe bearing capacity.
No soil borings were completed, and no Geotech
reports were done
Testing Gauge Information: Manufacturer: Troxler
Density Standard (DS):
Remarks: Testing Completed Below Footing Grade
Leaend for Elevation:
Test report shall not be reproduced, except in full, without the written approval of GFA International
Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections "apitla¢yis Code Compliance
Florida's Leading Engineering Source
www.teamgfa.com
t
305 ,- y 02:15:09 p.r, 03-05-2015 1 /1
521 NW Enterprise Drive o Port St. Lucie, Florida 34986 (772) 924-3575 a (772) 924-3580 (fax)
tl �a�, �RNAztoa .
IN -PLACE IDENSI TER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Shoreline Mobile Home Repair - Various Projects Project ID: 14-1689.00
Address: Various Report ID: D-0003
Client: Shoreline Mobile Home Repair Date: 10/17/2014
Permit No: Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: 1174 Nettles Blvd., Jensen Beach -Footings for House Pad (PERMIT NO. 14090068)
Soil Description: Brown tine sand some rock
Proctor / LBR ID: P-2 Max Density (PCF): 110.0 Opt Moisture (%): 10.0% Test Standard: D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
odd
Results
Northeast
12
0-1
117.0
108.6
8.2%
913.7%
Pass
North
12
0-1
117.2
108.1
8,4%
98.3%
Pass
Southwest
12
0-1
117.7
108.3
8.7%
9B.5%
Pass
These tests and all previous tests do not certify the
subgrade soils have a safe bearing capacity.
No soil borings were completed, and no Geotech
reports were done
E_7
I _J
Testing Gauge Information: Manufacturer: Troxler _ Model: 3430 _ S/N: 34784
Density Standard (DS): 2173 Moisture Standard (MS): T 609
Remarks: Testing Completed Below Footing Grade atteacoa>iQo���A.
lens for elevation:
= Proofroll
1, 2, 3 = 1st, 2nd, 3rd Lift
= Springline
FL = Final Lift
= Subgrade
BG = Below Grade
= Basecourse
BOF = Bottom of Footing
P = Top of Pipe
FG = Finished Grade
rest
o F®
b' 1
a I{
m
J
a
W. Moler, P.E_e
snail not as reproouceo, except in full, wttnout the written approval of GFA International 45--* r uc0
nental • Geotechnical • Construction Materials Testing a Special and Threshold Inspections"", ,
Florida's Leading Engineering Source ���®Iate919f
www.teamgfa,corn
P
RLCEIVED MAR 05.2015
305
521 NW Enterprise Drive a Port St. Lucie, Florida 34986
02:16:20 p. - 03-05-2015 1 /1
(772) 924-3575 • (772) 924-3580 (fax)
V4-PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Shoreline Mobile Home Repair - Various Projects Project ID: 14-1689.00
Address: Various Report ID: D-0004
Client: Shoreline Mobile Home Repair _ __ T~ Date: 11/3/2014
Permit No:Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: 1174 Nettles Boulevard, Nettles Island - House foundation pad (PERMIT# 14090068)
Soil Description: Brown fine sand, light shell
Proctor / LBR ID: P-3 Max Density (PCF): 106.0 Opt Moisture (%): 12.0% Test Standard: D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
o
/o
Results
Northeast area
12
0-1
116.0
105.2
10.3%
99.2%
Pass
Center
12
0-1
116.9
105.8
10.8%
99.8%
Pass
Southwest area
12
0-1
115.4
104.3
10.6%
98.4%
Pass
Northeast area
12
0-1
116.9
104.7
11.7%
98.8%
Pass
Center
12
0-1
118.1
105.6
11.8%
99.6%
Pass
Southwest area
12
0-1
116.8
105.1
11.1 %
99.2%
Pass
f
These tests and all previous tests do not certify the
i subgrade soils have a safe bearing capacity.
No soil borings were completed, and no Geotech
reports were done.
Testing Gauge Information: Manufacturer: Troxler Model: 3430 SIN: 34784
Density Standard (DS): _ 2173 Moisture Standard (MS): 609 Y
Remarks: Testing completed - below slab grade e®°M0LEF, � ®®,
Legend for Elevation:
PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift : � G
SL = Springline FL = Final Lift : O; �y
SG = Subgrade BG = Below Grade 0
BC = Basecourse BOF = Bottom of Footing
TOP = Top of Pipe FG = Finished Grade
m�,e ARP
ee
Test report shall not be reproduced, except in full, without the written approval of GFA Internationa('+pe,
Environmental . Geotechnical o Construction Materials Testing s Special and Threshold Inspections
Florida's Leading Engineering Source
www.teamgfa.com
Ily
A# 4W0 :WE
31512015
,ssiol5fd� neer # 60675
91 w and d Coda
305
521 NW Enterprise Drive • Port St. Lucie, Florida 34986
0 .m. 10-24-2014 1/1
(772) 924-3575 a (772) 924-3580 (fax)
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IN -]PEACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Shoreline Mobile Home Repair - Various Projects Project ID: 14-1689.00
Address: Various Report ID: D-0003
Client: Shoreline Mobile Home Repair �^ _ Date: 10/17/2014
Permit No: __ Field Tech: Daniel Dec_aro _Test Mode: Direct Transmission
Area Tested: 1174 Nettles Blvd., Jensen Beach -Footings for House Pad (PERMIT NO. 14090068)
Soil Description: Brown fine sand some rock i-� _
Proctor / LBR ID: P-2 Max Density (PCF): 110.0 Opt Moisture (%): 10.0% Test Standard: D 1557
Compaction Required (%): 95.0%
s�These
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
{%)
Compaction
Location
°
/°
Results
Northeast
12
0-1
117.0
108.6
8.2%
98.7%
Pass
North
12
0-1
117.2
108.1
8.4%
98.3%
Pass
Southwest
12
0-1
117.7
108.3
8.7%
98.5%
Pass
tests and all previous tests do not certify the
subgrade soils have a safe bearing capacity.
No soil borings were completed, and no Geotech
reports were done
Testing Gauge Information: Manufacturer: _ Troxler
Density Standard (DS):
Remarks: Testinq Completed Below Footing Grade
Legend for Elevation:
= Proofroll
1, 2, 3 =1st, 2nd, 3rd Lift
= Springline
FL = Final Lift
= Subgrade
BG = Below Grade
= Basecourse
BOF = Bottom of Footing
P = Top of Pipe
FG = Finished Grade
Model: 3430 S/N: 34784
2173 Moisture Standard (MS): 609
`Fe
r
Test report shall not be reproduced, except in full, without the written approval of GFA International
Environmental • Geolechnical a Construction Materials Testing • Special and Threshold Inspections
Florida's Leading Engineering Source
www.teamgfa.com
5
Z
W. Moler, P.E.; Lr
GEIVED OCT 24 2014