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HomeMy WebLinkAboutFIELD DENSITY TEST©ederal BY RECEIVED 9 I'It, t�eon* 954-Y�neer�n �QV 6 FILedwmawixn -g 2. zotofe g & II sting, Inc..----- Valnn men • St. Lucle.County Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 39, Creekside . Date: November 19,.2018 Address: 8713 Cobblestone Drive, Fort Pierce, FL Order M 18DR1028 Area Tested: Building Pad Permit #: 7 ✓0� Z Material T�pe: Brown Sand with.Traces of Rock& Shell Tech: BK Client. D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: Palm Bay, FL _ 32907 Proctor Method: M' Dry Proctor Optimum 95% ASTM D-1557 Test Probe TEST LOCATION Elev. Density Value Moisture I Compaction I Pass # Depth 0/4olst ort= pr^t= e/ 1 lCent6r of Building Pad 12" 1 -FL 12.3 111.3 1 112.0 14.0 99.4% Yes 2 SW Corner of Building Pad 12" FL 6.1 109.7 112.0 1460 97.9% Yes 3 NE CI rner of Buildinga Pad 12" FL 8.5 111.5 112.0 14.0 99.6% Yes 0 A a 10 11 12 13 14 Remarks: See Reverse Side Page 2 of 2 for Additional Information for Disclaimer - ,��� �'•. This is a Compaction Test only on the top 12" of the pad and Is not a verification of Soil Beaty ' 'yam Legend for evation: %�:,• 9394 = Proof � e = I 1 2 3 = 1 st 2nd 3rd Lift Submitted b: PR oo Y SL = S rin I FL Final Lift Keith LeBlanc, P.E. " p 9r SG = Subgr Ile BG = Below Grade Federal Engineering & irng, BC = Basecourse BOF = Bottom .of Footing Florida Reg. No. 59394. TOP = Top dI Pipe FG = Finished Grade Certificate of Authorizati6n.` As a mutual pro ectlon to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for' iI conclusions or extracts from or regarding our reports Is reserved pending our written approval. A density lest determines the degree of compaction P ti-felthitlalayer of material only. A'denslty 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 not 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 proposed struct Ire without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the suitablllty of the underlying soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this work, PAGE 1 of 2