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DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL.DElS'SltY>TESTREPO.RT
Project Name:
Morningside Report Date:
81. Lucie County, Florida ,--_-::____ Lot No.:
Centex Homes i l,~,) r1~ r~-'¡~?:\~'~~--=--l Permit No.:
3301 Quantum Boulevard, First Floor ,J.. . L. ,j~, I 1:2",IJ I Project No.:
Boynton Beach, FL 33426 i ,JUN;¿ 1 2007 ! Date Tested:
¡
iß.Y' : Technician Initials:
Mr. David Donvito---__--.::..=-~.._-__ ¡ Sheet No.:
06-21-07
105
SLC-0703-0348
06-10-2402
06-21-07
AJR
I of 1
Client Name:
Attn:
........-
Laboratory Proctor Field Tests
Minimum
Probe Maximum Optimum Dry Cone Required Percent
Test Depth Dry Density Moisture Density Resistance] Moisture Compaction Maximum Test
No. (in) (pet) (% ) (pet) (tst) (% ) (% ) Density Result
1 12 120.0 ] 0.0 1 16.9 - - - 6.8 95 97.4 Pass
2 12 120.0 10.0 1 14.6 - - - 6.3 95 95.5 Pass
3 12 120.0 10.0 115.3 - - - 7.7 95 96. I Pass
4 12 120.0 ]0.0 115.9 - - - 7.1 95 96.6 Pass
Type of Field Density Test:
Minimum Required Compaction Based on:
IC· · d tì
() ASTM D 1556 (X) ASTM D 2922
(X) AASHTO T-180 (ASTM 0 1557)
d· b· d · h B · d K·I
() ASTM D 2937
() AASHTO T -99 (ASTM D 698)
M d IS 2]4 h d h Id
ompactlon percent estimate rom cone penetrometer rea lng 0 talne WIt a ralnar - t man 0 e - an - e cone penetrometer.
,. ·\[es:t!.=-. So·il
N()~, "Type ·Elev8'lion Test Locatlon: Lot 105, 9419Wlndrift·Circle
I 2 0-12 Lot 105, approximate center of house (slab subgrade)
2 2 0-12 Lot 105, approximate center of garage (slab subgrade)
3 10 0-12 Lot ]05, east side of house (footing subgrade)
4 10 0-12 Lot 105, west side of house (footing subgrade)
Elevation Referenced to:
( ) NGVD
( ) MSL
(X) Other
Tests 1-2: Inches below top of slab subgrade.
Tests 3-4: Inches below top of footing subgrade.
Soil 'f e
1 Structural Fill
2 Final Grading Fill
3 Mass Grading Fill
4 Utility Backfill - Sanitary
5 Utility Backfill - Water/~~~~¡;. , I
6 Utility Backfill- Storm </,/.... (/' ., l/'v- ¡
7 Roadway Subgrade iF ~ ~ ,,. ~
8 Stabilized Subgrade - . Craig E. Dunkelberger/P.E.
9 Base Course FL Reffislrilt~ fOØ)~2
10 Other: Footin Sub rade JUN /fur
Note: The original of this report was signed and sealed by a registered engineer in accordance with Rule 61 G 15-18.0 11 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 firm,
607 NW Commodity Cove, Port S1. Lucie, Florida · 34986 . Phone: (772) 343-9787 . Fax: (772) 343-9404
State of Florida Board of Professional Engineers Authorization No. 6870
cc: Client... (I)
Centex Homes, Eric Otto (site trailer)... (2)
St. Lucie County, Building Inspections... (])