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DUNKELBERGER ENGINEERING & TESTING, INC.
Project Name:
SOIL DENSITY TEST REPORT
Morningside
St. Lucie County, Florida
Boynton Beach, FL 33426
06-20-07
415
SLC 0704-0445
06-1 0-2402
06-20-07
AMR
1 of 1
Report Date:
Lot No.:
Permit No.:
Project No.:
Date Tested:
Technician Initials:
Sheet No.:
Client Name:
Attn:
Mr. David Donvito
. : ·~a,boratoryPr()ctor Field Tests
Minimum
Probe Maximum Optimum Dry Cone Required Percent
Test Depth Dry Density Moisture Density Resistance1 Moisture Compaction Maximum Test
No. (in) (pet) (% ) (pet) (tst) (% ) (%) Density Result
1 12 120.0 10.0 120.3 - - - 7.5 95.0 100 Pass
2 12 120.0 10.0 120.5 - - - 7.8 95.0 100 Pass
3 12 120.0 10.0 120.8 - - - 7.0 95.0 101 Pass
4 12 120.0 10.0 120.1 - - - 7.2 95.0 100 Pass
Type of Field Density Test:
Minimum Required Compaction Based on:
Ie· · d fj
() ASTM D 1556 (X) ASTM D 2922
(X) AASHTO T-180 (ASTM D 1557)
d· b· d · h B· d K·j
() ASTM D 2937
() AASHTO T-99 (ASTM D 698)
M d 1 S 214 h d h ld
ompactlon percent estImate rom cone penetrometer rea Ing Ö talne WIt a ralnar - 1 man 0 e - an - e cone penetrometer.
Test:·' S'oll
No. Type E:levatio:lI: 'fest..Location:: ..Lot· 415,··.136< Blue· Grotto Drive
1 2 0-12 Lot No. 415, approximate center of house (slab subgrade)
2 2 0-12 Lot No. 415, approximate center of garage (slab subgrade)
3 10 0-12 Lot No. 415, east side of house (footing subgrade)
4 10 0-12 Lot No. 415, west side of house (footing subgrade)
Soil T
Structural Fill
Final Grading Fill
Mass Grading Fill
Utility Backfill - Sanitary
Utility Backfill - Water
Utility Backfill - Storm / Vj
Roadway Subgrade é ~ ' V' . _ //
Stabilized Subgrade CraIg E. D\lnkelberger, P. ./
l I
9 Base Course FL Registra.tion No. 49932 I
10 Other: Footin Sub rade ':?'
Note: The original of this report was signed and sealed by a registered engineer in accordance with Rule 6IGI5-18.011 of the FloJUN:b'.i9a. è.
This report is submitted as the confidential property of our client and authorization for publication of statements, conclusions or extracts from or egarding
this report is reserved pending our written approval. The above-referenced testing was performed at the locations and depth interval described ther~ln on
the associated report date. No other warranties with regard to subsurface exploration, recommendations or design are expre~sed by this firm.
60·7 NW·CommodityCove, Port St. Lucie, Florida34986-Phone: (772) 343-9787-Fax: (772) 343-9404
State of Florida Board of Professional Engineers Authorization No. 6870
Elevation Referenced to:
Tests 1-2: Inches below top of slab subgrade.
Tests 3-4: Inches below top of footing subgrade.
( ) NGVD
( ) MSL
(X) Other
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cc: Client... (1 )
Centex Homes, Eric Otto (site trailer)... (2)
St. Lucie County, Building Inspections... (])