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HomeMy WebLinkAboutFIELD DENSITY TESTl7EIVED'Phone 954-784-2941 ederial800-848.1919 � U Fax 954-784.7875 & TESTING INC. www.fed-eng.com ompano Beach, FL33069 ST. Lucie Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 134, Creekside Date: June 7, 2018 Address: 8404 Cobblestone Drive, Fort Pierce, FL Order #: 18DR479 Area Tested: Building Pad Permit #: fZ (10,Z Material Type: Light Brown Sand with Traces of Rock & 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 # TEST LOCATION Probe Depth p Elev. Moist ,o Dry. Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 7.1 104.6 108.5 14.0 96.4% Yes 2 NW Corner of Building Pad 12" 1 FL 11.51 106.0 108.5 14.0 1 97.7% Yes 3 SE Corner of Building Pad 12" FL 9.8 104.9 108.5 14.0 96.7% Yes 4 5 {4 6 nnic 7 8 9 . 10 11 12 13 14 �� NOHN LF / , Remarks: See Reverse Side Pa e 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 1 ar a Legend for Elevation: PR = Proofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: ; SL = Springtime FL =Final Lift Keith LeBlanc, Or Zz- 4�' Alf SG = Subgrade BG = Below Grade Federal Enginee'AA 'epti46�� BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 593� 4d9 - - G�\` TOP = Top of Pipe FG = Finished Grade Certificate of Authodi atidn, fjAlk-������ As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for pullcta��tt of statements, conclusions or 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 material only. A density 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 structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil boringAOWO NIEL) ' the underlying soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting PAGE 1 of 2 Phone 954-784-2941 `�"� 800-848-1919 eder-dl' Fax 954-784-7875 & TESTING INC. www.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 Field Density Tests of Compacted Soils Method D-6938 Project: Address: Proposed Residence Lot 134, Creekside 8404 Cobblestone Drive, Fort Pierce, FL Area Tested: Material Type: Date: June 7, 2018 . Order #: 18DR479 Permit #: /%7 — 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 # TEST LOCATION Probe Depth Elev. Moist' % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 7.1 104.6 108.5 14.0 96.4% Yes 2 NW Corner of Building Pad 12" FL 11.5 106.0 108.5 14.0 97.7% Yes 3 SE Corner of Building Pad 12" FL 9.8 104.9 108.5 14.0 96.7% Yes 4 5 6 7 8 9 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 Legend for Elevation: PR = Proofroll 1,2,3 = 1 st, 2nd, 3rd Lift Submitted by: SL = Sprin line FL = Final Lift Keith LeBlanc;•P.E. SG = Subgrade BG = Below Grade Federal ErigineeringA-Testingy.lnc. /#0 t BC = Basecourse BOF = Bottom of Footing Florida Reg.. No. 59394 - TOP = Top of Pipe FG = Finished Grade Certificate of Authoris6tion'9547 i As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication efF_statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degreo .of.compaction.of thz testad:�yer'of material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials 6elouv the proposed struclur©.'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 soil ,.v� ll-1 posed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the "suitability 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 "rk. PAGE 1 of 2 Com Pursuant to your request, Federal Engineer project on the reverse side., The purpose c material only. In no way shall a compaction performed by the client prior to construction 12" of added fill material. FET was not contr added fill material does.not include an analy: the proposed structure without settlement. conditions below the tested top 12 inches of structure,.we recommend performing soil bori soil conditions. 11 Soils Method D-6938 Disclaimer g & Testing, Inc. (FET) has performed a compaction test at the referenced our test was to determine the degree of compaction of the tested layer of 'St .replace a soil bearing capacity determination. A soil boring test must be Verify subsoil conditions. Our scope of services only included testing the top ;ted to perform supervision of the building pad preparation. This testing of the of the underlying soil materials to determine if they are capable of supporting its density compaction test does not warranty any underlying soil materials or aterial. If no soil borings have been performed in the location, of the proposed as bellow all foundation areas of the proposed structure to verify the underlying Environmental analysis of the soil materials ys 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 industr� requirements of 95% of the ASTM D-1557 standard for building foundations and 98% of the AASHTO T-180 standard for aved 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 on 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 and re -tested prior to construction. As a mutual protection to clients, the public and ourselves, all reports are submitted are the confidential property of clients and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved 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