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Home My WebLink AboutFIELD DENSITY TESTI� RECEIVED ederal NOV t 9 ;, SCANNED Phone: 954-784-E-Fax: 954-784.7875 BY 7875 GWgineeringermitting Department �ti www.fed-de st.-l:u�1 fig° �LQCIG: �0�lnf`�/ www.fed-eng.com ®testing, Inca • •- • •_ Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 36, Creekside Date: October 23, 2018 Address: 8701 Cobblestone Drive, Fort Pierce, FL Order #: 18DR939 Area Tested: Building Pad Permit #: Mated ill Type: Light Brown Sand with Some Rock Tech: BK Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: 95% I 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 6.3 109.5 112.0 14.0 97.8% Yes 2 NW Corner of Building Pad 12" FL 6.0 109.1 1 112.0 14.0 97.4% Yes 3 SE Corner of Building Pad 12" FL 6.0 110.3 112.0 14.0 98.5% Yes 4 I 5 6 I 7 8 9 10 I 11 12 13 14 I Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer iThis is a Compaction Test only on the top 12" of the pad and is not a verification of Soil Bearing Capacity. Legend for Elevation:. PR = Proi&roll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:-,- SL = Springline FL = Final Lift -'Keith LeBlanc, P.E. SG = Subigrade BG = Below Grade Federal,Engineering & Testing, Inc.h/� BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394 TOP = Tolp of Pipe FG = Finished Grade 'Certificate,of Authorization #5471 As a mutuall protection to clients, the public and ourselves, all reports are submitted as the confidential property,of clients, and authorization for publication 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 iiie: underlying ioil-materials', ow the proposed structure. The results do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is rzq'uirec, to,certify thaW6 'underlying soils will support the proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend theitseil'borings be performed to evaluate the suitability ofl}he 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 work. PAGE 1 of 2 f Compacted Soils Method D-6936 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 ofv..our test was to determine the degree of compaction of the tested layer iof 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'wit iout,'settlement. This density compaction test does not warranty any underlying soil materials or conditions below,the tested_ top,12inches of material. If no soil borings have been performed in the location of the proposed structure, we �recommehd 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 aye required, Federal Engineering & Testing, Inc. shall be notified. 1 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 activitibs, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re -compacted ad re -tested prior to construction. i 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. - i It has been a pleasure working -with you and we look forward to doing so in the near future. Page 2 of 2 RECEIVED Phone: 954-784-2941 ederal OCT 1, z01B E-Fax: 954-784-7875 g i neeri n g Permfttin admin@fed-eng.com St r 9 Department www.fed-eng.com esting, Inc. _-- - , Field Density Tests of Compacted Soils Method D-6938 Projdll'ct: Proposed Residence Lot 36, Creekside Date: October 23, 2018 Addrr ss: 8701 Cobblestone Drive, Fort Pierce, FL Order #: 18DR939 Area Tested: Building Pad Permit #: (M �� Mate�ial Type: Light Brown Sand with Some Rock Tech: BK D.R. Horton, Inc. 1430 Culver Drive NE Palm Bay, FL 32907 Compaction Req.: 95% Proctor Method: ASTM D-1557 Test # I TEST LOCATION Probe Depth Elev. Moist ,�o Dry Density PCF Proctor Value PCF Optimum Moisture %. Compaction Pass 1 enter of Building Pad 12" FL 6.3 109.5 112.0 14.0 97.8% Yes 2 II W Corner of Building Pad 12" FL 1 6.0 109.1 112.0 1 14.0 97.4% Yes 3 1$11E Corner of Building Pad 12" FL 6.0 110.3 112.0 14.0 98.5% Yes 4 i 5 6 li 7 II 8 I 9 10 11 12 13 14 i Remar S: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer This is a Compaction Test only on the top 12" of the pad and Is not a verification of Soil Bearing Capacity. Legend f r Elevation: Nii//��,, PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: 2a, •. B �� SL = Spriptgline FL = Final Lift Keith LeBlanc, P.E. X SG = Sub�grade BG = Below Grade Federal Engineering & Gig, INO, 93 �110 BC = Basicourse BOF = Bottom of Footing Florida Reg. No. 59393 TOP = Top of Pipe FG = Finished Grade Certificate of Authori21e8 671 As a mutualllprotection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authodzafwrrAr pubiica93ioiQ�fnent;l��/ conclusions,bbr extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of corf ter of he tested iaye�o$ �� material only A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials'b tlw The results P not preclude or guarantee that future settlement and cracking will not occur. A soil boring lest is required to certify that the untie �, %I -W. F9 proposed st cture without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be pdr r A&JI a.thlb suitability of a underlying soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be'perforrn6don this work. I� PAGE 1 of 2