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Home My WebLink AboutFIELD DENSITY TESTe, 9 b�. ()90f.,:, ederai gineering esting, Inc. '.EIVEm BY SCQNN2D JAN 1.X 2019 8"t L '9-009fW Phone: 954-784-2941 E-Fax: 954-784-7875 admin@fed-eng.com www.fed-eng.com -_ - -field Density Tests of Compacted Soils Method D-6938 II Proj ct: Proposed Residence Lot 43, Creekside Date: December 7, 2018 Add', ss. 8745 Cobblestone Drive, Fort Pierce, FL Order #: 18DR1071 Are I', Tested: Building Pad Permit #: 7 - Mat !rial Type: Dark Yellowish Brown Sand with Some Shell Tech: ^ TS Cliel't: D.R. Horton, Inc. Add'l ss: 143% Culver Drive NE Compaction Req.: 95% �� Palm Bay, FL 32907 Proctor Method: ASTM D-1557 Tesil # TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 NE Corner of Building Pad 12" FL 5.9 110.8 115.0 10.5 96.3% Yes 2 Center of Building Pad 12" FL 7.2 112.0 115.0 10.5 97.4% Yes 3 SW Corner of Building Pad 12" FL 6.9 114.6 115.0 10.5 99.7% Yes 4 51 I 61 71 8, 9', 10,1 11, 12 13, 14, Re i'arks: 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 Bearing Capacity. Lege'd for Elevation: PR � Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted : bY SL = pringline FL = Final Lift Keith 1=6BIanc, P.E. ry r SG B ubgrade BG =Below Grade Federal Engineering . Testing, Inc. BC =' asecourse BOF = Bottom of Footing Florida Reg. No. 59394 TOP Top of Pipe FG = Finished Grade Certificate of Authorization ;?5471 Asa n. itual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication,Uf statements, conclu ions or extracts from or regarding our reports is reserved pending our written approval. A density test determines;ihe; decree of compaction cf;the.tested layer of materi only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underiy6945oil materialialiel�w;t1Se`iiroposed structure. The re is do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to,csrlify that the unaerying, soils will support the propos' d structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend lttiat.soil borwr s be performed to evaluate the suitabii of the underlying soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/sto&i`s, etestSng must be performed on this work. PAGE 1 of 2 ti a i Compacted SoNs Method ®-6938 Disclaimer Pursuant to your request, Federal Engineering & Testing, Inc. (FET) has performed a compaction test at the referenced project on the reverse side. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a soil bearing capacity determination. A soil boring test must bey performed by the client prior to construction to verify subsoil conditions. Our scope of services only included testing the top 12" of added fill material. FET was not contracted to perform supervision of the building pad preparation. This testing of', the added fill material does not include an analysis of the underlying soil materials to determine if they are capable of supporting the proposed structure without settlement. This density compaction test does not warranty any underlying soil' materials or conditions below the tested top 12 inches of material. If no soil borings have been performed in the location of the proposed structure, we recommend performing soil borings below all foundation areas of the proposed structure to verify the underlying soil conditions. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. The scope of services is for determination of the degree of compaction of the tested layer of material only. No other analysis is implied or warranted. Job project specifications were not available at the time the work was performed. Determination of the pass/fail compaction results are based on current common industry requirements of 95% of the ASTM D-1557 standard for building foundations and 98% of the AASHTO T-180 standard for paved areas such as roadways and parking lots. If different specifications are required, Federal Engineering & Testing, -Inc. shall be notified. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions or other areas or dates. Any subsequent site disturbances due to water erosion, rain waters, construction activities excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re -compacted an( re -tested prior to construction. As a mutual protection to clients, the public and ourselves, all reports are submitted are the confidential property of and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is re pending written approval. It has been a pleasure working with you and we look forward to doing so in the near future. Page 2 of 2 tp� federal gineering es#ing, Inc. Phone: 954-784-2941 E-Fax: 954-784-7875 admin@fed-eng.com www.fed-eng.com Field Density Tests of Compacted Soils Method D4938 ct: Proposed Residence Lot 43, Creekside Date: December 7, 2018 .ss: 8745 Cobblestone Drive, Fort Pierce, FL Order #: 18DR1071 Tested: Building Pad Permit #: At 7 ` am- •ial Type: Dark Yellowish Brown Sand with Some Shell Tech: TS D.R. Horton, Inc. 1430 Culver Drive NE Compaction Req.: 95% Palm Bay, FL 32907 Proctor Method: ASTM D-1557 T6 t TEST LOCATION Probe Depth Elev. Moist ova Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 IN E Corner of Building Pad 12" FL 5.9 110.8 115.0 10.5 96.3% Yes 2 Center of Building Pad 12" FL 7.2 112.0 115.0 10.5 97.4% Yes SW Corner of Building Pad 12" FL 6.9 1 114.6 115.0 1 10.5 99.7% Yes l 4� 1' FR ffCEIVE D County, P i-rnIttintt 1' I� 1 12 13 II 14 II I NJ0H See Reverse Side Page 2 of 2 for Additional Information for Disclaimer ' Ices � This is a Compaction Test only on the top 12" of the pad and Is not a verification of So e* big C c . —C7194 ' Elevation: q ; .0 " oil 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: e S line FL = Final Lift Keith LeBlanc, P,E.:, ade BG =Below Grade Federal Engineering &'�t �� . nurse BOF =Bottom of Footing Florida Reg. No. 59394 '•,,� 0 of Pipe FG = Finished Grade Certificate of Authorization#5471 ' otectlon to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compaction of the tested layer of density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. 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 lure without settlement. If no soil borings have been performed to. verify the underlying soils, we recommend that soil borings be performed to evaluate 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 om this PAGE 1 of 2