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HomeMy WebLinkAboutFIELD DENSITY TEST r (/- T COPY -FILE �fl Phone:954-784-2941 ederalSCANNED E-Fax: 954-784.7875 © g i neeri ng BY admin@fed-eng.com www.fed-eng.com 413 I eating, Inc. 115M.MWIM ITMOMW Field Density Tests of Compacted Solis Method D-6938 Project: Proposed Residence Lot 57, Creekside Date: November 19, 2018 Address 8708 Cobblestone Drive, Fort Pierce, FL Order#: 18DR1033 Area Tested: Building Pad Permit#: Material ype: Brown Sand with Traces of Shell Tech: BK Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: 95% Palm Bay, FL 32907 Proctor Method: ASTM D-1557 Test Probe Moist Dry Proctor Optimum # II' TEST LOCATION Depth Elev. "�c Density Value Moisture Compaction Pass PCF PCF % 1 Ce or of Building Pad 12" FL 8.1 109.2 110.7 12.0 98.6% Yes i 2 1 NW',ICorner of Building Pad 12" 1 FL 6.2 110.7 110.7 12.0 1 100.0% Yes 3 ISE orner of Building Pad 12" FL 6.9 110.4 110.7 12.0 99.7% Yes 4 5 6 7 8 9 101 St. Lucie CounW, FL 11 12 13 III 14 owN Remarks: See Reverse Side Page 2 of 2)for Additional Information for Disclaimer �� '� •''�C E{a �i This Is a Compaction Test only on the top 12"of the pad and is not a verification of S ng Capacity. i Legend for evation: PR=Proofr�tl 1,2,3=1st,2nd,3rd Lift Submitted by: 1 SL=Springte e FL=Final Lift Keith LeBlanc, . SG=Subgr BG=Below Grade Federal Engineeririg `St �Df'G� BC=Baseciurse BOF=Bottom of Footing Florida Reg.No.5939'4�+s'/0 TOP=Top of Pipe FG=Finished Grade Certificate of Authorizatio�j5� r1 As a mutual prd ection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements, i conclusions or 4racts from or regarding our reports is reserved pending our written approval.'A density test determines the degree of;compaction of the tested layer of i material only.A I'ensity does not replace a soil bearing capacity determination.These density tests do not certify the underlying soil materials below the proposed structure. The results do of preclude or guarantee that future settlement and cracking will not occur.A soil boring-test is required to certify that,the;underlying soils will support the 1 proposed struct 'e without settlement.If no soil borings have been performed to verify the underlying soils,we recommend that soil borings be performed to evaluate the i suitability of the i'I nderlying soil to support the proposed structure.After laying dormant for a period of 90 days or after heavy rainlstorms,retesting must be performed on this work. PAGE 1 of 2 '