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Home My WebLink AboutFIELD DENSITY TESTRECEIVED Phone 954-784-2941 eder-a S E 800-848-1919 f u ax 954-784-7875 Xtunao �lof�l jg MA& TESTING INC. www.fed-ong.com SW 13th Ave Pompano Beach, FL 33069 ST. Lucie County, Permitting AS Field Density Tests of Compacted Soils ct: Proposed Residence Lot 32, Creekside Date: September 21, 2018 ass: 8637 Cobblestone Drive, Fort Pierce, FL Order #: 18DR844 Tested: Building Pad Permit #: - b-ZZZ rial Type: Brown Sand with Traces of Rock & Shell Tech: BK D.R. Horton, Inc. 1430 Culver Drive NE Compaction Req.: Palm Bay, FL 32907 Proctor Method: 95% ASTM D-1557 11 est # TEST LOCATION Probe De p Elev. Moist % ' Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 8.8 106.2 108.5 14.0 97.9% Yes 2 INE Corner of Building Pad 12" FL 9.1 107.9 108.5 14.0 99.4% Yes 3 ISW Corner of Building Pad 12" FL 6.7 105.1 108.5 14.0 96.9% Yes 4 5 �116 r/ I' 18 10 �1 �2 13 11I V ; JO; r�'f�,�, Remarks: See Reverse Side (Pace 2 of 21 for Additional Information for nisclaimpr This Is a Compaction Test only on the top 12" of the pad and is not a verification of Soji Beari Ca citko, _ li:- , or Elevation: ofroil 1,2,3 =1st, 2nd, 3rd Lift Submitted by: ingline FL = Final Lift Keith LeBlanc, P.E. 'gyp grade BG =Below Grade Federal Engineering'$restingiltcA9/�''l`'' >ecourse BOF = Bottom of Footing' Florida Reg. No. 5939d' ��t'�,�' was c� t'.• )p of Pipe FG = Finished Grade Certificate of Authorization #5471 I protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, 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 >ity does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results ude 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 ement. 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 xt the proposed 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 eder'a Ull= & TESTING INC. 13th Ave Pompano Beach, FL 33069. RECEIVED , _i OCT 0 4 2018 ST, Lucie County, Permitting Field Density Tests of Compacted Soils Method D-6938. Phone 954-784-2941 800-848-1919 Fax 954-784-7875 www.fed-eng.com ct: Proposed Residence Lot 32, Creekside Date: September 21, 2018 8637 Cobblestone Drive, Fort Pierce, FL Order #: ' 18DR844 Tested: Building Pad Permit #: ,ial Type: Brown Sand with Traces of Rock & Shell Tech: BK nt: D.R. Horton, Inc. ress: 1430 Culver Drive NE Compaction Req.: Palm Bay, FL 32907 Proctor Method: 95% ASTM D-1557 Nt Te TEST LOCATION Probe Depth p Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass Center of Building Pad 12" FL 8.8 106.2 108.5 14.0 97.9% Yes NE Corner of Building Pad 12" FL 9.1 107.9 108.5 14.0 99.4% Yes 3 SW Corner of Building Pad 12" FL 6.7 105.1 108.5 14.0 96.9% -Yes ail 6 7II i I - 8 9, 1 1 12 1 �`I 1" 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 S➢il Bearing Capacity. for Elevation: Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: ly�/� Springline FL = Final Lift Keith LeElanc, P.E. ?y Subgrade BG = Below Grade Federal _Ergineering & Te�stirtg, Inc.- Basecourse BOF = Bottom of Footing Florida Reg. No. 5J394 _ = Top of Pipe FG = Finished Grade Certificate;of Authorization #5471 nutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication,of statements, sons or extracts from or regarding our reports is reserved pending our written approval. A density test determines the deg'roe of compaction of the4estad,layer of material density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil mateHdIs below the proposer: strip lure. The results preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underying soils will supportrho proposed structure t settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed.to`"evalci.iie, t}ie sisitabi!iry of the underlying support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be perfor ned'on this wort•.. 1. PAGE 1 of 2 Pursuant to your request, Fedei project on the reverse side. Thl material only. In no way shall a performed by the client prior to c 12" of added fill material. FET w added fill material does not inclul the proposed structure without s conditions below the tested top 1 structure, we recommend perforr soil conditions. pacted Soils,Method D-6938 Disclaimer Engineering & Testing, Inca (FET) has performed a compaction test at the referenced purpose of our test was to determine. the degree of compaction of the tested layer of impaction test replace a soil bearing capacity determination. A soil boring test must. be istruction to verify subsoil conditions. Our scope of services only included testing the top s not contracted to perform supervision of the building pad preparation. This testing of the an analysis of the underlying soil materials to determine if they are capable of supporting Clement. This density compaction test does not warranty any underlying soil materials or inches of material. If no soil borings have been performed in the location -of the proposed ig soil borings below all foundation areas of the proposed structure to- verify the underlying 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 nbt 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 areas or dates. Any subsequ, overgrown, vegetation, traffic to construction. As a mutual protection to c and authorization for use, pending written approval. It has been a pleasure -working e and areas.of our site work and should not be relied upon to represent conditions on other !i site disturbances due to water erosion, rain waters, construction activities, excavations, other disturbances will void this test and the site must be re -compacted and re -tested prior the public and ourselves, all reports are submitted are -the confidential property of clients stion of statements, conclusions or extracts from or regarding our reports is reserved you and we look forward to doing so in the near future. Page 2 of 2