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Home My WebLink AboutFIELD DENSITY TEST-edera-1Phone 954-784-2941 i n 800-848-1919 AFax 954-784-7875 s no Baa h, Fl 3Nc. vi ww.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 330ti9 Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 17, Creekside Date: April 23, 2018 Address: 8421 Cobblestone Drive, Fort Pierce, FL Order #: 18DR332 Area Tested: Building Pad - Retest Permit #: Material Type: Brown Sand with Traces of Rock Tech: BK Client: D.R. Horton, Inc.. Address: 1430 Culver Drive NE Compaction Req.: 95% Palm Bay, FL 32907 Proctor Method: ASTM D-IM7 Test TEST LOCATION # Probe Depth Elev. Moist Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 99.5% Yes 99.1 % Yes 1 Ceriter of Building Pad 12" FL 7.9 106.5 107.0 14.0 2 SW Corner of Building Pad 3 NE Corner of Building Pad 4 12" 12" FL FL 6.6 6.3 106.0 106.6 107.0 107.0 1 14.0 14.0 99.6% Yes 5 6 7 8 9 10 11 12 13 14 This is a Legend for Elevation: OY z) for Aaciltional Test only on the top 12" of the Disclaimer and Is not a verification of PR = Proofroll 1,2,3 1st, 2nd, 3rd Lift Submittedp`I r� • 5 SL = Springline FL = Final LifteBlanc, P.E. SG = $ubgrade BG =Below Grade -de-'Engineering 8: Golfing, 194, BC = Basecourse BOF =Bottom of Footing (�Q� Florida Reg. No. 59394,�`. O , TOP =Top of Pipe FG =Finished Grade ` P Certificate of Authorization. �ORION",`4, As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property ti of clients, and authorization for p I �t conclusions or extracts from or regarding our reports Is reserved pending our written approval. A density test determines the degree of compaction of thdfes 1 only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed struct r , e results do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test Is required to certify that the underlying soils will supportthe 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 rain/storms, retesting must be performed on this work. s P c' Qr e� NN PAGE 1 of 2 4edet'--a &TESTINGINC. 250 SW 13th Ave Pompano Beach, FL 33069 RECOW-D MAY 0 2 202 ST. LU& CaUnty, PerMltting Field Density Tests -of Compacted Soils Method D-6938 Phone 954-784-2941 800-848-1919 Fax 954-784-7875 www.fed-eng.com Project: Proposed Residence Lot 17, Creekside Date: April 23, 2018 Address: ' 8421 Cobblestone Drive, Fort Pierce, FL Order #: 18DR332 Area Tested: Building" Pad - Retest Permit Material .Type: Brown Sand with Traces of Rock, Tech: BK Client: D.R. Horton, Inca Address: 1430 Culver Drive NE Compaction Req.: Palm Bay, FL 32907 Proctor Method: 95% ASTM D-1557 Test # TEST LOCATION. Probe Depth p Elev. Moist % Dry Density PCF Proctor. Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 7.9 106.5 107.0 14.0 99.5% Yes 2 JSW Corner of Building Pad 12" FL • 6.6 106.0 107.0 14.0 99.1 % Yes 3 1 NE Corner of Building Pad 12" FL 6.3 106.6 107.0 14.0 99.6% Yes 4 5 6 7 8 9 10 11 12 13 14 1 FT 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 Soil Bearing Capacity. Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: „ SL = Springline FL = Final Lift Keith SG = Subgrade BG = Below Grade 'Federal Engtin erk6-i testing, Inc. BC = Basecourse BOF = Bottom of Footing ,,.Florida -Reg. No.,59394_ `:.. TOP = Top of Pipe FG = Finished Grade Certificate ef,Authorization #5471 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidentiall'proparty of clients,, and authorization foi publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. A density t@st determines the d8gree of compaction ofthe tested layer of material only. A density does not replace a soil bearing capacity determination. These density tests do not certify th's 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 test is required'to'cgrtify 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-bcrings 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 rain/storms, retesting must-be'pertormed on thig'work. PAGE 1 of 2 z 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. 4 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 co paction 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 ed eral RECEIVED 8 TESTING INC. MAY 02 2018 250 SW 13th Ave Pompano Beach, FL 33069 Field Density Tests ° n D-6938 Phone 954.784.2941 800.848.1919 Fax 954.784.7875 www.fed-eng.com Project: Proposed Residence Lot 17, Creekside Date: April 23, 2018 Address: 8421 Cobblestone Drive, Fort Pierce, FL Order #: 18DR332 Area Tested: Building Pad - Retest Permit #: !-1/Z -®Z/ Material Type: Brown Sand with Traces of Rock 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 p Elev. Moist. % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 7.9 106.5 107.0 14.0 99.5% Yes 2 SW Corner of Building Pad 12" FL 6.6 106.0 107.0 14.0 99.1 % Yes 3 NE Corner of Building Pad 12" FL 6.3 106.6 107.0 14.0 99.6% 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 oad and: is not a verification of Legend for Elevation:: V PR = Proofroll 1,2,3 =1 st, 2nd, 3rd Lift Submitted by: $ 94 SL = Springline FL = Final Lift Keith LeBlanc, P.E. SG = Subgrade BG = Below Grade Federal Engineering 8r rdpling, IN 0 BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394'.%,o TOP =Top of Pipe FG =Finished Grade Certificate of Authorizatiori94 �OR_IDP,-'� As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization fo-f prl f conclusions or extracts from or regarding our reports is reserved pending our written approval..A density test determines the degree of compaction of thefes only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed struci rS.f1Tie result: do not preclude 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 structun 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 undedynnl 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