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DUNKELBERGER ENGINEERING & TESTING, INC.
Spanish Lakes
Port St. Lucie, Florida
05-09-07
76 Mediterranean East
Client Name:
WYNNE Building Corporation
8000 U.S. 1, Suite 402
Port St. Lucie, Florida 34953
Ms. Janet Toombs
Project No.:
Date Tested:
Technician Initials:
Pro ress Re ort No.:
05-10-2005
05-08-07
NOP
14 (Sheet 1 of 1)
Attn:
F':::: --::::::::,:. ..- ,-,,-
Minimum
Probe Maximum Optimum Dry Cone Required Percent
Test Depth Dry Density Moisture Density Resistance1 Moisture Compaction Maximum Test
No. (in) (pcO (%) (pcO (tsO (0/0) (0/0) Density Result
1 12 107.5 13.0 104.1 - - - 10.3 95 96.8 Pass
2 12 107.5 13.0 104.7 - - - 11.0 95 97.4 Pass
3 12 107.5 13.0 103.7 - - - 9.6 95 96.5 Pass
Type ofField Density Test: () ASTM D 1556 (X) ASTM D 2922 () ASTM D 2937
Minimum Required Compaction Based on: (X) AASHTO T-180 (ASTM D 1557) () AASHTO T-99 (ASTM D 698)
1 Com action ercent estimated from cone enetrometer readin obtained with a Brainard-Kilman Model S-214 hand-held cone en etrometer.
0-12
0-12
0-12
At front of lot
At center of lot
At back of lot
1
2
3
::#=-
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 ~} ¡J J
6 Utility Backfill - Storm //"/ (, /~' ^
7 Roadway Subgrade ~/ '-...., .-
8 Stabilized Subgrade Ý j_/'Cr3ig E. Dunkelberger, D:E '
;0 ~~:~;ourse · FL W~O~~3 ¡ .
Note: The original of this report was signed and sealed by a registered engineer in accordance with Rule 6IGI5-18.011 of the Florida Adl-ninistratiJ c~e.
This report is submitted as the confidential property of our client and authorization for publication of statements, conclu~ions or extracts from Ì>rJegarding
this report is reserved pending our written approval. The above-referenced testing was perfonned at the locations aI1d deptÍ1 interval describeMherein on
the associated report date. No other waITanties with regard to subsurface exploration, recommendations or design are expressed by this f~.
cc: Client...(I)
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