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HomeMy WebLinkAboutSOIL DENSITY TEST REPORT� DUNKELBEHGE engineering & testing, inc. E �i Soil Density Test Report Project Name: Spanish Lakes - The Fairways (lndrio Road) Address: 6500 Alemendra St Project Number: PSL-09-3011 (BG 10,3) Permit No: SLC1105-0277 Date Tested: 7/25/201 I - 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 Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) IN-Y,aUo=..xor` spi - c "r _.Xa._..Y-,: �Qx. �.. ';; s` f.._,<. ''>' ::=> ` s; �,�, t Tiej,5ts.. A_ Percent Test Maximum Results Density (%) Maximum Dry Density C) Optimum Moisture % Dry Density (pet) Cone Resistance, (tsfl Moisture (o/a) Minimum Required . Compaction M 1 12 112 13 109.8 --- 13.0 95: 98.0 Pass. 2 12 112 13 108.5 --- 12.8 95 96.9 Pass 3 12 112 13 I08.0 --- 12.2 95 96.4 Pass i ype of v iglu uensrty :rest I ASTM D 1556 W ASTM D 6938 r ASTM D 2937 Minimum Required Compaction Based on: r AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 36818 - ... ..<.. N S e-: �....x, � - <.Llevafl n :• .,...,., ....: '.TestT�` Ga'on•*� - - -- - - - ..x..._.•= t .;650:0� ale ri , :.. ..:.:.._......_ � one. _ - 1 1 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) St. rri i.revauvmLeptn tceierencea to: Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary S Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: J NGVD l MSL 1v Other: Inches below top of footing or slab sE(g e "�'6'x o or 0 VA - cc: Client ... (1) " � e e Wynne Building Corp., B. Bailey (ficld)... (1) No O0330 1'r St. Lucie County Building Department... (1) onr -o o A. 1_ 0° mob 0 David T. Yo m Xiabyan. Senior Proje t an er 2 ���� FL Registration'Nis:�330 The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authmizaation 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 explotation, recommendations or design are expressed by this firm. Fort Lauderdale - port St, Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011(ro-3) wo"ra Rapo"s PR to