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HomeMy WebLinkAboutFIELD DENSITY TESTederal gineeria�� ng �9��� esting, inc. RECEIVED FEB Q 6 2018 Permitting Department St. Lucie County Phone:. 954.784.2941 E-Fax: 9s4.784.7875 adman@fed-eng.com www.fed-eng.com Field Density Tests of Compacted Solis Method D4938 Project Proposed Residence Lot 52, Creekside Date: February 22,.2019 Addre 8728-Cobblestone Drive; Fort Pierce, FL Order M 19DR192 Area T' sted: Building Pad Permit #. lw Materi t,I Type: Light Gray Sand Tech: BK Client:' D.R. Horton, Inc. Addre s: 1430 Culver Drive NE Compaction Req.: 95% 11Palm Bay, FL 32907 Proctor Method: ASTM D-1557 e Test ' �II TEST LOCATION Probe. Depth Elev. Moist %.. _ Dry, Density , PCF Proctor -, Value - PCF Optimum Moisture % Compaction Pass 1 enter of Building Pad, 12"1 FL . 7:1 100.3 104.0 , 13.0 96.4% Yes 2 W Corner of Buildin Pad 12" FL 8.4 102.5 104:0 1 1 &0 98.6% Yes 3 �I E Corner of Buildin Pad 12" FL '8.9 102.1 ' 104.0... 13.0 98.2% Yes 4 it 5 6 7 8 9 10 11 J 12 13 i, 14 `�O�t OHN Rem' rks: see Reverse Side (Page 2 of 2) for Additional Information for Disclaimer This is a Compaction Test only on the top 12" ofthe pad and is not a verification 13e4TjngQppgct . 'L Lege for Elevation: .. ; PR = roofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: SL = pringline FL = Final Lift Keith LeBlair Fp pp�� 61ATE OF .9 SG =P ubgrade BG= Below Grade Federal Engingdrli�ing�Inc.,; BC asecourse BOF = Bottom of Footing Florida Reg. No:. - ��������. TOP Top of Pipe FG =Finished Grade Certificate of Authol. t1���.7���``��� As aI'lupport teal protection to clients, the public and ourselves, all reports are submitted -as the confidential property of clients, and authoriiatl'dtr�(bl Ql'Y, IMh of statements, contlons or extracts from or regarding our reports is reserved pending ourwritten approval. A -density test determines the degree of compaction o the tested layer of material only. ensity does not replace a soil bearing capacity determination. These density tests do.not.certify the underlying soit:malerlals below. the proposed structure. The results do noeclude 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 withoettlement If no soil borings have been performed to verity the underlying soils, we recommend that soil borings be performed to evaluate the suitability of the underiying soil to the proposed structure, After laying dormant for a period of 90 days or after heavy rainlatorms,.retesting must be performed on thla work. PAGE 1 of 2 �CEIVED Q ederal BAR o s OQ gineering 101e Permittin (INi�i esting, Inc. Field Density Tests of Compacted Soils Method D-6938 l p v y "6U) Phone: 954.784-2941 E-Fax: 954 784 7875' admin@fed-eng.com www.fed-enA.com Project: Proposed Residence Lot 52, Creekside Date: February 22, 2019 Addres 8728 Cobblestone Drive, Fort Pierce, FL Order M 1.9DR192 Area. Te' ted: Building Pad Permit #: 1,P 7 Materia, Type: Light Gray Sand Tech: BK Client: 11 D.R. Horton, Inc. Addres.: 1430 Culver Drive NE Compaction Req Palm Bay, FL 32907 Proctor Method: 95% ASTM D-1557 Test: # i TEST LOCATION Probe Depth Elev. Moist % Dry Density. PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 1 C nter of Building Pad 12" FL 7.1 100.3 104.0 13.0 96.4%' Yes 2 N Corner of Buildin Pad 12" FL 8.4 1 102.5 104.0 13.0 98.6% Yes 3 S I Corner of Building Pad 12" FL 8.9 102.1 104.0 13.0 . 98.2% Yes 4 5 6J 7 II 8 9 10 I 11 12 13 14 Ren s: 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 Soo B,earng_Capacity. Legend' r Elevation: PR = PrOofroll 1,2,3 = 1st, 2nd; 3cd Lift Submitted by: _ c1=P '�'--- SL = Sp� ngline FL = Final Lift Keith LeBlanc, P.E. ^� ; 1 SG = Su grade BG = Below Grade Federal -Engineering & Testing, Inc.; � - BC = Badecourse BOF = Bottom of Footing Florida Reg, No. 59394 TOP =1�' p of Pipe FG = Finished Grade Certificate of Authori7,ation #5471 As a mutu' I protection to clients, the public and ourselves, all reports are submitted as the confidential property of cli.cnts, and authoriiatio; fog publication of'statements, conclusion or extracts from or regarding our reports is reserved pending our written approval. A density test determines thr A6bree•of compaction of the testers layer of material only. A de ity does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil �n�t2 i ns' belcw.the;propdied stiff ctuib. The results do not pre ude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the undedylrg soils �iL supQQrt�l,e proposed structure without se ement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be perforin�d to evaluate the:`suital�itity of the underlying soil to sup rt the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be perforiri'e3,on this. vork PAGE 1 of 2 Compacted Soils Method D-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; be performed by the client prior to construction to verify subsoil conditions. Our scope of services only included testing thel top 12" of added fill material. FET was not contracted to perform supervision of the building pad preparation. This testing oflthe 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 service's 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 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 m 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. J�,,u 5' Page 2 of 2