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DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REPORT
Client Name:
Morningside
St. Lucie County, Florida
Centex Homes
3301 Quantum Boulevard, First Floor
Boynton Beach, FL 33426
Report Date:
Lot No.:
Permit No.:
Project No.:
Date Tested:
Technician Initials:
Sheet No.:
06-20-07
326
SLC 0704-0447
06-10-2402
06-20-07
AMR
Sheet 1 of 1
Project Name:
A ttn:
Mr. David Donvito
Lâbør#tory,·proctor Field ... Tests
Minimum
Probe Maximum Optimum Dry Cone Required Percent
Test Depth Dry Density Moisture Density Resistance1 Moisture Compaction Maximum Test
No. (in) (pcf) (% ) (pef) (tsf) (% ) (% ) Density Result
1 12 120.0 10.0 120.8 - - - 6.8 95.0 ]01 Pass
2 12 120.0 ] 0.0 120.2 - - - 6.5 95.0 ]00 Pass
3 12 120.0 10.0 120.7 - - - 6.7 95.0 101 Pass
4 12 120.0 10.0 120.5 - - - 6.2 95.0 100 Pass
Type ofField Density Test:
Minimum Required Compaction Based on:
IC· · d fì
o ASTM D 1556 (X) ASTM D 2922
(X) AASHTO T-180 (ASTM D 1557)
d· b· d · h B· d K·l
() ASTM D 2937
() AASHTO T -99 (ASTM D 698)
M d 1 S 214 h d h Id
ompactlon percent estImate rom cone penetrometer rea lng 0 talne WIt a ralnar - 1 man 0 e - an - e cone penetrometer.
'fest . Soli
. No. Type Elev·ation TestI..ocatioo.: Lot 326,9600WindriftCircle
1 2 0-12 Lot No. 326, approximate center of house (slab subgrade)
2 2 0-12 Lot No. 326, approximate center of garage (slab subgrade)
3 10 0-12 Lot No. 326, east side of house (footing subgrade)
4 10 0-12 Lot No. 326, 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.
cc: Client... (1)
Centex Homes, Eric Otto (site trailer)...(2)
St Lucie County Building Inspections... (1)
1 Structural Fill
2 Final Grading Fill
3 Mass Grading Fill
4 Utility Backfill - Sanitary
5 Utility Backfill - Water ,.//,/./';:r. ~11 /0{
6 Utility Backfill- Storm /' l .....J /"""-'
7 Roadway Subgrade /' ~/
8 Stabilized Subgrade raig E. Dunkelberger, P.E.
9 Base Course FL Rj~i¡ration No. 49932
10 Other: Footio Sub rade UN 1 9 2111 .
Note: The original of this report was signed and sealed by a registered engineer in accordance with Rule 61 G 15-18.011 of the Florida Administrative Cod,';
This report is submitted as the confidential property of our client and authorization for publication of statements, conclusions or extracts from or re 'rding
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.
State()f.Flo1"Îda:]3Ô.ardøf~t()fessibÌlalEì1girieers ·.Authorization .~o.6870