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DE&T DUNKELBERGER ENGINEERING & TESTING, INC.
=SOIL DENSITY TEST_ REPORT
Project Name: Morningside Report Date: 07-24-08
St. Lucie County, Florida Lot No.: 606
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Client Name: Centex Homes Permit No.: SLC-0805-021-2
3301 Quantum Boulevard, First Floor BY Project No.: 06-10-2402
Boynton Beach, FL 33426 St LU69 GDu Date Tested: 07-24-08
Technician Initials: SM
Attn: Mr. David Donvito Sheet No.: 1 of 1
LaboratoyrProctor :..
` Field,Tests
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TTNn')
e
th
Maximum
Dry Density
c
Optimum
Moisture
(%
Dry
Density
c
Cone
Resistance'
(ISO
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
12
120.0
10.0
114.6
- - -
10.9
95.0
95.5
Pass
2
12
120.0
10.0
116.2
- - -
11.7
95.0
96.8
Pass
3
12
120.0
10.0
114.3
- - -
10.0
95.0
95.3
Pass
4
12
120.0
1 10.0
115.2
- - -1
10.5
95.0
96.0
Pass
Type of Field Density Test: O ASTM D 1556 (X) ASTM D 2922 O ASTM D 2937
Minimum Required Compaction Based on: (X) AASHTO T-180 (ASTM D 1557) O AASHTO T-99 (ASTM D 698)
'Compaction percent estimated from conepenetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Nor.
':., T.pe
i Elevafion'
._ , , :Test Location:,I of 606;9708 Windrift Circle.
1
2
0-12
Lot 606 at approximate center of house (slab subgrade)
2
2
0-12
Lot 606 at approximate center of garage (slab subgrade)
3
10
0-12
Lot 606 at east side of house (footing subgrade)
4
10
0-12
Lot 606 at west side of house (footing subgrade)
Elevation Referenced to: () NGVD
'841SY0
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: Footine Subgrade
Note: The original of this report was signed and sealed
() MSL (X) Other Tests 1-2: Inches below top of slab subgrade
Tests 3-4: Inches below top of footing subgrade
cc: Centex Homes, David Donvito... (1)
Centex Homes, Eric Otto (site trailer) ... (2)
St. Lucie County, Building Inspections ... (1)
JUL 2
public Works raig E. Dunkelber,
St. Lucle county, FL -FL RegiftT;tti02 NC
by a registered engineer in accordance with Rule 61 G15.18.011 of the Florida Administrative Code.
This report is submitted as the confidential property of our client and authorization for publication of statements, conclusions or extracts from or regarding
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 are expressed by this fine.
6OTNWcCommodity Cove, Port St: Lucie, Florida, 34986, •; Phone: (772) 343-9787 • Fax: (772) 343-9404
State of Florida Board of Professional Engineers Authorization No. 6870
M:V'r01W\200610W D2124a2 Lob 606.d°c