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Home My WebLink AboutFIELD DENSITY TEST� r e era & TESTING INC. 250 Sw 13t Ave Pompano Beach, FL 33069 i Phone 954-784-2941 800=848.1919 SCANNED' Fax 954-784-7875 SY www.fed-eng.com Field Density Tests of Compacted Soils Method D-6938 Project Proposed Residence Lot 65,'Creekside Date: September 28, 2018 Addres : 8628 Cobblestone Drive, Fort Pierce, FL Order #: 18DR861 Permit #: 807 d ItY Area T '�sted: . Building Pad . MateriaType: Brown Sand with Some Rock & Shell Tech: BK Client: '�� D.R. Horton, Inc. 95% Addres 1430 Culver Drive NE Compaction Req.: aol;,,,, Rai, FI 19W7 Proctor Method: . ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist , �0 Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 JlCe,.ter of BuildingPad 12' FL 6.3 107.0 109.0 12.0 o 98.2 /o Yes 2 JS I11 Corner of Building Pad 12" 1 FL 8.4 106.5 109.0 12.0 , 97.7% Yes 3 NE "I,Corner of Building Pad 12" FL 6.9 106.1 109.0 12.0 97.3% Yes 4 1 5 6 7 4 8 9 1 10 11 h PARTIAL A—PPRO. NA1111WIN/13 a 12 14 Remarks: Legend for PR = Proofr SL = Springli SG = Subgr, BC = Basect TOP = Top c As a mutual pn conclusions or c only. A density i do not preclude without settiemc soil to support tl 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 Ca ac' U..'04 ; ;vation: 1.2.3 =1st, 2nd, 3rd Lift Submitted by: •ey , r e FL =Final Lift Keith LeBlanc, P.E. � Federal Engineering & Tersti�Inc�� le BG =Below Grade g • "� fie% !�a irse BOF = Bottom of Footing Florida Reg. No. 59394 "'dA p��'�'t� Pipe FG = Finished Grade Certificate of Authorization #54rrf Bction to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, tracts 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 as not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results r 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 I. 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 i proposed structure. After laying dormant for a period of 90 days or after heavyrain/storms, retesting must be performed on this work. PAGE 1 of 2 R Phone 954-784-2941 Li J, FI E 800-848-1919 e el'ff'�a oDleY Fax 954-784-7875 8 TESTING INC. www.fed-eng.com 250 SW I i,#i Ave Pompano Beach, FL 33069 5Ts ku;i® County, Permitting Field Density Tests'of Compacted Soils Method D-6938 Projec Ie,, Proposed Residence Lot 65, Creekside Date: September 28, 2018 Address: 8628 Cobblestone Drive, Fort Pierce, FL Order #: 18DR861 Area T Isted: Building Pao Permit #: /fd7 Q3V- Mated , Type: Brown Sand with Some Rock & Shelf Tech: BK Client: '� D.R. Horton, Inc. Addres : 1430 Culver Drive NE Compaction Req.: 95% 11 Palm Bay, FL 32907 Proctor Method: AS TM D-1557 Test # ° TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value 'PCF Optimum Moisture /o Compaction Pass 1 Ce li ter of Building Pad 12" FL 6.3 107.0 . 109.0 12.0 98.2% Yes 2 S II Corner of Building Pad 12" FL 8.4 106.5 109.0 12.0 97.7% Yes 3 NE'1Corner of Building Pad 12" FL 6.9 106'.1 109.0 12.0 97.3% Yes 4 5 6 I1 7 III 8 9 I!I 10 11 12 13 14 Remarks: 11 See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer 11 This is a Compaction Test only on the top 12" of the pad and is not a verificatign of S1bil Bearjng Capacity. Legend for E evation: PR = LA Proofro I 1,2,3 =.1st, 2nd, 3rd Lift Submitted by: _ SL=.Springli ie FL = Final Lift Keith LeB(anc, P.E. SG = Subgra a BG = Below Grade Federal Engineering & Testiaig, Inc. BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394 TOP =Top of'�Pipe FG =Finished Grade Certiflcate'of Autl�onzatior #5471 As a mutual prot'Iction to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication•of statements, conclusions or a 0acts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compaction, of the teed -layer of material only. A density dos not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materals below the props edstructure. The results do not preclude o iguarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the und'eriying soils will suptiort the proposed structure without settlemen �If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performedao edaluate tKe suitability of the underlying soil to support the roposed 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 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 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, 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