Loading...
HomeMy WebLinkAboutSOIL DENSITY TEST REPORTVAS . -yBUNKUBERGER engineering & testing, ine. R Soil Density Test Report- Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 14927 Tucan St Project Number: PSL-09-3011 (BG 10.3) Permit No:. SLC1105-0187 Date Tested: 7/2S/2011 Client Name: Wynne Building Corporation Technician Initials: SM 8000 South US 1 #402 Report Date: 7/27/2011' Port St. Lucie FL 34953 Project Manager: Dave Youngstroin . Contact Number: (772) 343-9787 Attention: Matthew Wynne Test -No. Probe Depth (ill) T� �tr..-�._QJt;j' _ : w "•ein-a5., Z: r. - .Flirlc� T is _ Tc� -r rS,...CL,I:. z aCc z.•--,. Maximum Dry Density (Cf) Optimum Moisture % Dry Density (pef) Cone Resistance' tS Moisture M Minimum Required Compaction M PercentTest Maximum Density % Results 1 12 112 13 108.5 --- 12.5 95 96.9 Pass 2 12 112 13 108.3 --- 11.9 95 96.7 Pass 3 12 112 -13 109.2 --- 11.5 95 97.5 Pass Type of Field Density Test: l— ASTM D 1556 IV ASTM D 6938 1 ASTM D 2937, Minimum Required Compaction Based on: rV AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 69.8) Nuclear Gauge Info: Gauge No. 36818 .t.. _= .-•:._L� 5 t� l ..1-.r-_ yj ; t, ::. ...�...::•.:• <". 'Qy n -4 Y 1. .....: .. .:{ .. .-_ .; .Y::, _..-. _. .::: ... k'"S:','.�:r'ti'r;:i .'.. �41•..rsN:�S{�;�_ _ :.Test'-�Jocatlon'.. _X4927 : c n;Str ,. .: :�.:�.-:.::...-{..... ',. :_.�:.. < _ - - - _3xet. - 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) Elevation/Depth Referenced to: I Structural Fill 2 Final Grading bill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Bacictill - Water 6 Utility Backfill - Storm 7 Roadway Subgr•ade 8 Stabilized Subgr•ade 9 Base Course 10 Other:. - I— NGVD i— MSL TV— Other: inches below top ol: tooting or slab sungraae cc: Clieiit...(1) Wynne Building Corp., B. Bailey (field) ... (1) St. Lucie County Building Department... ('1) L 2 8 39ii00D °ppp4 g¢OpD peoeoeon im tv 0 t3C38S0 ° o e o n e _ , @4/� P e m ,• 0 5TAT1_ The original of tbis report was signed and sealed by the registered engineer in accordance with Rule 61015,1801 T, ofthe Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Port Lauderdale a Port St. Lucie - West Palm'Beaeh Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.843.6832 3011 (ro.J) ProyressRepot* PR Is