HomeMy WebLinkAboutSOIL DENSITY TEST REPORT®IE&T DUNKELBERGER ENGINEERING & TESTING, INC.
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Project Name: Morningside Report Date: 05-01-07
St. Lucie County, Florida Lot No.: 305
Client Name: Centex Homes Permit No.: SLC 0702-0479
3301 Quantum Boulevard, First Floor SCANNgD Project No.: 06-10-2402
Boynton Beach, FL 33426 By Date Tested: 05-01-07
St, Lucie coLn Technician Initials: SM
Attn: Mr. David Donvito ty Sheet No.: 1 of 1
Labora#o-:
Proctor .
r >
M e�_
�nf : ,r
a.. > Rield Tests
a._
Test
No.
Probe
Depth
(in)
Maximum
Dry Density
(cf)
Optimum
Moisture
(%)
Dry
Density
(cf)
Cone
Resistance'
(tsf)
Moisture
(%)
Minimum
Required
Compaction
(%
Percent
Maximum
Density
Test
Result
1
12
120.0
10.0
120.5
- - -
9.5
95.0
100
Pass
2
12
120.0
10.0
119.4
- - -
10.3
95.0
99.5
Pass
3
12
120.0
10.0
117.8
- - -
10.7
95.0
98.2
Pass
4
12
120.0
10.0
119.2
- - -
9.8
95.0
99.3
Pass
Type of Field Density Test- 0 ASTM D 1556 (X) ASTM D 2922 0 AST D 2937
Minimum Required Compaction Based on: (X) AASHTO T-180 (ASTM D 1557) 0 AASHTO T-99 (ASTM D 698)
1Com action percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
SutU"
w t s
Elevation
3Uff
^$ p a ro: ` % i s k dx� ak
,.-5 , .sue �r>�TestLocation.>=Lot305,-9A16 Poristde Drtve
1
2
0-12
Lot No. 305, approximate center of house slab subgrade)
2
1 2
0-12
Lot No. 305, approximate center of garage slab subgrade)
3
10
0-12
Lot No. 305, east side of house(footing sub rade
4
10
0-12
Lot No. 305, west side of house(footing sub de
Elevation Referenced to: O NGVD O MSL (X) Other Tests T-2: inches oemw top of scab suogra°e.
Tests 3-4: Inches below ton of footing subgmde.
US- 6AIT13i0wi
1 Structural Fill
2 Final Grading Fill
3 Mass Grading Fill
4 Utility Backfill - Sanitary
5 Utility Backfill - Water
6 Utility Backfill - Storm
7 Roadway Subgrade
8 Stabilized Subgrade
9 Base Course
10 Other: Footing Subgrade
Note: The original of this report was signed and sealed
cc: Client ... (1)
Centex Homes, Eric Otto (site trailer) ... (2)
St. Lucie County, Building Inspections ... (1)
-- FL
by a registered engineer in accordance with Rule 61G15-18.011 of the Florida
This report is submitted as the confidential property of our client and authorization for publication of statements, conclusions or
this report is reserved pending our written approval. The above -referenced testing was performed at the locations and depthinte
the associated report date. No other warranties with regard to subsurface exploration, recommendations or design aie.expressed
firm.
on
_ ,1
I)EAkT DUNKELBERGER ENGINEERING & TESTING, INC.
_
s,r..SOIL=DENSTTYxTEST
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Report Date: 05-01-07
Project Name: Momingside
RECEIVED Lot No.: 305
St. Lucie County, Florida
Permit No.: SLC 0702-0479
Client Name: Centex Homes
3301 Quantum Boulevard, First Floor MAY 0 2 2007 Project No.: 06-10-2402
Boynton Beach, FL 33426 Date Tested: 05-01-07
Public Works Technician Initials SM
St Lucie County, FL
Sheet No 1 of 1
Attn: Mr. David Donvtto
.-...
Latioiatu
zPcoctor ,
4
;t° '
Z eld
rests
g .Y
mum
Test
Probe
Depth
Maximum
Dry Density
Optimum
Moisture
Dry
Density
Cone
Resistance'
Moisture
Required
Compaction
Percent
Maximum
Test
No.
(in)
(ct)
(%)
(c
(tsf)
(%)
(e/u
DensityResult
1
12
120.0
10.0
120.5
- - -
9.5
95.0
100
Pass
2
12
120.0
10.0
119.4
10.3
95.0
99.5
Pass
3
12
120.0
10.0
117.8
- - -
10.7
95.0
98.2
Pass
4
12
120.0
10.0
119.2
9.8
95.0
99.3
Pass
767" T ,nii
O ASTM
n')937
Type of Field Density lest: l/ �a " -
AASHTO T-99 ASTM D 698)
Minimum Reouired Comoaction Based on: (X) AASHTO T-180 (ASTM D 1557) , , I) ,___, t-, J ____-..e...,...,e.o.
lComriaction
Percent
estimated from cone
enetrometer reae I oIamee wun d nidurdru -
+irs. .I¢`$+e+ @.Yi,.
tAl +1 r 1,,as A�x
t-.,, r�Test�Lueadon: iot309416,P6rtetdeDrtve
No. 305, a roximate center of house slab subgrade)
p4^'
Tet
1
Soil %,
e„EeVahon�„tt
2Lot
i,,
f.rrR, i4
2
2
0-12
Lot No. 305, approximate center of garage slab subgrade)
3
4
10
10
0-12
0-12
Lot No. 305, east side of house footin sub rade
Lot No. 305, west side of house footin sub ade
r�.� r-�rnrhec hetnw tno of slab suberade.
Elevation Referenced to: t ) Dlh vl/ l ) lvxoL l�l Tests 3-4. Inches below top of footing subgrade.
- ° ;gam'
x.,`a F.r s ,.,Soil T ...e x -x
1 Structural Fill
2 Final Grading Fill
3 Mass Grading Fill
4 Utility Backfill - Sanitary
5 Utility Backfill - Water
6 Utility Backfill - Storm
7 Roadway Subgrade
8 Stabilized Subgrade
9 Base Course
10 Other: Footing Subgrade
Note: The original of this report was signed and sealed
cc: Client ... (1)
Centex Homes, Eric Otto (site trailer) ... (2)
St. Lucie County, Building Inspections ... (1)
Irailg�eE..1Dlutkelberg 1P.E
FL : Uo;> 7.;p% 2
by a registered engineer in accordance with Rule 61 G15-18.011 of the Florida Administtam+�
f bf ton of statements conclusidns or extracts from of
This report is submitted as the confidential property of our client and authorization or pu ca -
this report is reserved pending our written approval. The above -referenced testing was performed at the locations and depth interval described therein on
the associated report date. No other warranties with regard to subsurface exploration, recommendations or design we expressed by this fin_-