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Home My WebLink AboutFIELD DENSITY TESTi oa i II CAQED Phone 954-784-2941 800-848-1919 1=IzRi1iH ederal % i1 Ude couffly Fax 954-784-7875 B TESTING INC. www.fed-eng.com 260 SW 131h; „ve Pompano Beach; FL 33069 Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 64, Creekside Date: September 28, 2018 Address 8632 Cobblestone Drive, Fort Pierce, FL Order #: 18DR860 Area Te led: Building Pad Permit #: IFV7 -0 �5 Material I ype: Pale Brown Sand with Traces of Shelf Tech: BK Client: D.R. Horton, Inc. Address 1430 Culver Drive NE Palm Bay, FL 32907 Compaction. Req.: 95% Proctor Method: ASTM D-1557 Test # I TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Ceil ter of Building Pad 12" FL 9.1 106.3 108.5 14.0 98.0% Yes 2 N Corner of Building Pad 12"- FL 6.7 105.8 108.5- 14.0 97.5% Yes 3 SEI orner of Building Pad 12" FL 6.1 105.7 108.5 14.0 97.4% Yes 4 5 6 7 8 9 10 11 12 A file 13 Remark 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 So' Legend foi Elevation: PR = Proo+roll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: SL = SP ri '' line FL =Final Lift Keith LeBlanc, P.E,p ffi "O/ SG = Sub rade BG = Below Grade Federal Engineering& Tesi� l c. I BC = Bas course BOF = Bottom of Footing Florida Reg. No. 5939,4°^ 01= °��e TOP = To of Pipe FG = Finished Grade Certificate of Authoft4fan,110�� •-"Pi � �yw As a mutual rotection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authoriitlo�p�,for pOblicattd�goi at�rirents, conclusions extracts from or regarding our reports is reserved pending our written approval: A density test determines the degree of compa40 �r tgstelilaj�ereaeterial only. A dens; does not replace a soil bearing capacity.detennination.,These density tests do not certify the underlying soil materials below the p�'roposgd ;ttiucjrh��The results do not preclu a 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 settle ient. if no soil borings have been performed to verify the underlying solis,,we recommend that soil borings be performed to evaluate the suitability of the underlying soil to suppof the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this work. I PAGE 1 of 2 R,HVED hone 954-784-2941. 43th � �800-848-1919 C '' ®P)f OCT152018 Fax,954-784-7875 & TESTING INC. www.fed-ong.com 250mpano Beach, FL 33069 STD uCie county, Permitting Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 64, Creekside Date: September 28, 2018 Address: 1 8632 Cobblestone Drive, Fort Pierce, FL' Order #: 18DR860 Area Te iied: Building Pad— Permit #: 6% —05s Material ,1 ype: Pale Brown Sand with Traces of Shell' Tech: BK Client: "D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: 950/0 Palm Bay; FL 32907 Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF. . Proctor Value PCF Optimum Moisture /o I . Compaction Pass 1 Center of BuildingPad 12" FL 9.1 106.3 108.5 14.0 98.0% Yes 2 NW, Corner of Building Pad 12" FL 6.7 105.8 108.5 14.0 97.5% Yes 3 SE L�orner of Building Pad 12" FL 6.1 105.7 108.5 14.0 97.4% Yes 4 5 6 7 8 9 10 ;1 11 12 13 14 Remarks,i! 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 SoU Bearing Capacity. Legend for(Elevation: �1 PR = Proo oil 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: &6& SL = Sprin line FL = Final Lift Keith LeBlanc, rP E. . SG = SubC fade BG = Below Grade Federal Engineering & Testing,.lnc. BC = Base murse BOF = Bottom of Footing Florida Reg. No. 59394 ' ` TOP = Tor of Pipe FG = Finished Grade Certificate of Authorization.*5471 As a mutual rotection to clients, the public and ourselves, all reports are submitted as the confidential property of clients; and authorization for publication of statements, conclusions o' 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 densi � does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil mateelasbelow the,propos`ed `strucWre.'The results do not precluc a or guarantee that future settlement and cracking will not occur.,A soil boring testis required to certify that the underlying soils will support t�oproposed structure without settler ant. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the suliability of the underlying soil to suppo the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed'on,this work. ; r 1. ' PAGE 1 of 2 i:tom°pacted Soils, Method 6-693Q`6isc1aimer 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 tleclient 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 on other areas or dates. Any subsequent site disturbances due to water erosion, rain waters, construction activities, excavations, III 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 cli and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is res�el pending written approval. It has been a pleasure working with you and we look forward to doing so in the near future. I i i i Page 2 of 2