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Home My WebLink AboutFIELD DENSITY TESTJedet-a & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 [REUMDY �098county, Permitting Phone 954-784-2941 800-848-1919 Fax 954-784-7875 www.fed-eng.com Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 20, Creekside Date: April 10, 2018 Address: 3051 Woodswalk Drive, Fort Pierce; FL Order #: 18DR299 Area Tested: Building Pad. Permit #: 1-7/2-- O gZld Material Type: Pale Gray Sand with Traces of Rock & Shell Tech: BK Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: 95% 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 6.3 107.3 •110.1 14.0. 97.5% Yes 2 SW Corner of Building Pad 12" FL 7.4 108.7 110.1 14.0 98.7% Yes 3 NE Corner of Building Pad 12" FL 11.0 107.5 110.1 14.0 97.6% Yes 4 5 6 7 8 9 10 11 12 13 14 Remarks: 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 SoiIJ3eairing Capacity. Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:_ SL = Springline FL = Final Lift Keith -LeBlanc, P E..` SG = Subgrade BG = Below Grade FederaiEngineering. & Testing, Inc. BC = Basecourse BOF = Bottom of Footing Florida Reg. No..5939ao- TOP = Top of Pipe FG = Finished Grade - Ceriifibate of,authorization:#5471 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential -property of clients; and authorization Tor publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determiries the degree, of eompacVon'of the tested layer of material only. A density does not replace a soil bearing capacity determination. These density tests do not certify he underlying soil matenals below the proposed structure. The results do not preclude or guarantee that future settlement and cracking will not occur. A soil.bodng test is require;t, t6-certify that the underlying. soils wilrsupport the proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that-sol,barings be performedlto eV lua+e the suitability of the underlying soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms,'rate9!i'hg must be pefformqd on.ihis work. ,y. PAGE 1 of 2 Compacted Soils Method D-6038 Disclaimer Pursuant to your request, Federal E gineenng & 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. Iri no way shall a compaction test •replace a soil be 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 lanalysls 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 tI performing an environmental analysis of the soil materials. The scope of services is for determination of the degree of comp'action,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 standaId 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, rainwaters, construction activities, excavations, overgrown, vegetation, traffic and other isturbances 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 a'pd we look forward to doing -so in the near future. Page 2 of 2 Test Probe Moist. - ' Dry:. Proctor OPtimurn � ...:..- #. TEST LOCATION :.. ; . Depth 'Elev Density Value Moistutd Compaction:.-. ''Pass''. .. 1 Center of.Buildin Pad 12"- : FL -.6.3 107.3 .. 410.1 .14:0.�. .'97.5%... Yes - 2 : SW- Corner. of'Build.in Pad :.. ; .'. :.' . 12". FL.*. � 7.4- ..:108.7 : . �110.1 '- .14:0 :.. '98.7%0 . - '- .Yes'- 3 : NE:Corner of:Buildin � Pad :.. 12 FL .�.11�.0. -107.5 .. =110.1 .' - 14.0 -9T6%-' .•.. Yes - .4,- . 5: 6.:.... .. .. :.. 8. :. ..:.:.. . 10 12 14 F. Remarks:• - . see Reverse.Side (Page 2 of. ) for Additional. Information for Disclaimer. : This is a -Compaction Test only on the top 12" of the pad'and.is-not a verlfic Mon .. Sail Bearing Capacity:. 'Legend for Elevation: PR = Proofroll: . -1*2,3 = 1st.2nd. 3rd Lift ... :. itgCAo( SL .Springline FL Final.Lift'' SG = Subgiade - . :BG: = Below Grade �.. : : Fed'eral Engineering -&::resting, Inc.. - . :.BC = Basecourse -BOF = Bottom of Footing .. Florida Reg. No.:5939.4 - TOP = Top of Pipe 'FG Finished Grade ' ,Certificate:'of Adthodzat'iom#5471' As:a mutual protection to clients, the public and ourselves, all reports are submitted as, the confidential. pr6gerry'ofoiients;'and authorizaton for'publication of statements, conclusions orexiracts from or regarding ourrepoits is reserved pending our written.approval. A density testdetr i4nines'the.degree of comp 'biibri of the tested layer of material .'only. -A density does not replace a, soil bearing capacity.determination.-Ttiese'derislty tests do not certify the urderiying soil .materials baiow:tf;a proposed structure. The. results do not preclude or guarantee that future settlement and'cracking will. not occur. A soil boring testis required to.certify that the.ur[deiiyrrig *,oils will support the proposed.structure: without.settlement:'If no soil borings :have'beeri performed to verify. the iinderlying'soils; we: recommend that soil. borings be psRonn'ed'to evaluate thesuitability of the underlying.' - soil toappport the proposed structure: After laying dormant for a period.of 9i) days of after fieavy rain/storrris,: retestin6 must be performed on thfs.work: ' . .. PAGE-1 of 2 -..: .. RECEIVED Phone 954-784-2941 ,Aede r 800-848-1919 APR .16 7019 Fax 954-784-7875 & TESTING INC. Permittln W►•fed-eng.COm e Department 250 SW 13th Ave Pompano Beach, FL 33069 St. Lucpartment Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 20, Creekside _ Date: April 10, 2018 Address: 3051 Woodswalk Drive, Fort Pierce, FL Order #: 18DR299 Area Tested: Building Pad Permit #: / Z 12— — 01-M Ir Material Type: Pale Gray Sand with Traces of Rock & Shell Tech: BK Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: 95% Palm Bay, FL 32907 Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist IN, Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 6.3 107.3 1.10.1 14.0 97.5% Yes 2 SW Corner of Building Pad 12" FL 7.4 108.7 110.1 14.0 98.7% Yes 3 NE Corner of Building Pad 12" FL 11.0 107.5 110.1 14.0 97.6% Yes 4 5 6 7 8 9 10 11 12 13 14 R k• ��1111111/// emar s. See Reverse side Page 2 of 2) for Additional Information for Disclaimer ®� �,.• cE,� This Is a Compaction Test only on the top 12" of the pad and is not a verification of Wafing Capaci . Legend for Elevation: _ PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: — SL = Springline FL = Final Lift Keith LeBlanc '. + STATE OF SG = Subgrade BG = Below Grade Federal Engincegr ,Testing, Inc. y BC = Basecourse BOF = Bottom of Footing Florida Reg. Nc- ;�CORJDP- TOP =Top of Pipe FG =Finished Grade Certificate of Auth&Vp `"--- As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authonz yr�� }ements, conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree ofcompactionbf iekRr of material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results do not preclude or guarantee that future settlement and cracking will not occur. A soil boring testis required to certify that the underlying soils will support the proposed structure without settlement, 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 soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy raintstorms, retesting must be performed on this work. PAGE 1 of 2