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DUNKELBERGER ENGINEERING & TESTING, INC.
Project Name:
Spanish Lakes
Port St. Lucie, Florida
05-09-07
8 Rio Verda Dr.
Client Name:
WYNNE Building Corporation
8000 U.S. 1, Suite 402
Port St. Lucie, Florida 34953
Ms. Janet Toombs
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Technician Initials:
Pro ress Re ort No.:
05-10-2005
05-08-07
NOP
16 (Sheet 1 of 1)
Attn:
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Minimum
Probe Maximum Optimum Dry Cone Required Percent
Test Depth Dry Density Moisture Density Resistance1 Moisture Compaction Maximum Test
No. (in) (pcO (0Á» ) (pcO (tsO (%) (%) Density Result
1 12 107.5 13.0 102.9 - - - 10.2 95 65.7 Pass
2 12 107.5 13.0 103.0 - - - 9.1 95 95.8 Pass
3 12 107.5 13.0 102.7 - - - 10.5 95 95.5 Pass
() ASTM D 1556 (X) ASTM D 2922 () ASTM D 2937
(X) AASHTO T-180 (ASTM D 1557) 0 AASHTO T-99 (ASTM D 698)
enetrometer readin obtained with a Brainard-Kilman Model S-214 hand-held cone enetrometer.
0-12 At front of lot
0-12 At center of lot
0-12 At back of lot
o
Elevation Referenced to:
( ) MSL
(X) Other Inches below top of fmal grade.
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:
Note: The original of this report was signed and sealed by a registered engineer in accordance with Rule 6IGI5-18.01 ] of the Horida A~ministrativ Code.
This report is submitted as the confidential property of our client and authorization for publication of statements, conclusions or extract.s from or regarding
this report is reserved pending our written approval. The above-referenced testing was perfonned at the locations and depth interval described therein on
the associated report date. No other wammties with regard to subsurface exploration, recommendations or design are expressed by this finn,
cc: Client... (1 )
"B" (772-201-8443) will pick up...(2)
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~Craig E. Dunkelberger,
FL _~O~lÎ