The URL can be used to link to this page

Home My WebLink AboutFIELD DENSITY TESTe d e rid 8 TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 RECEIYED 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 Project: Proposed Residence Lot 6, Creekside Date: June 7, 2018- Address: 3139 Tidewater Circle, Fort Pierce,. FL Order #: 18DR474 Area Tested: Building Pad 'Permit Material Type: Pale Brown 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-1.557 Test # TEST LOCATION Probe Depth Elev. Most off. Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 11.0 104.8 107.9 14.0 97.1 % Yes 2 INE Corner of Building Pad 12" FL 13.9 104.0 107.9 14.0 96.4% Yes 3 SW Corner of Building Pad 12" FL 13.2 105.5 107.9 14.0 97.8% Yes 4 5 6 7 8 9 Em on 10 11 JUN 1 1-2018 i 12 - 13 BY: 14 �illrr Remarks: See Reverse Side Page 2 of 2 for Additional Information for Disclaimer OHN t .This Is a Compaction Test only on the top 12" of the pad and Is not a verification of S it Bear' ENs'�. /ems Legend for Elevation: / ,`�2C) PR = Proofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: ( 394 , SL = Springline FL = Final Lift Keith LeBlanc, P.E. ZZ SG = Subgrade BG.= Below Grade Federal Engineering °� �rtg, In F �' BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394% 0� ' tV TOP = Top of Pipe FG = Finished Grade Certificate of Authorizatijr,, F 1`,4OR_IOP-'G\��' As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization f�r�wostc f�¢ te�ts�conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compaction of th �r & iyt lotonly. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the propose�. kb uits 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 sultability of the underlying soil to support the proposed structure. After laying dormant fora period of 90 days or after heavyrain/storms, reteslinAPPAOV�D p y s p PAGE 1. of 2 Phone 954-784-2941 1919 eder"' 954-784-7875 Fax 954-784-7875 & TESTING INC. www.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 6, Creekside Date: June 7, 2018 Address: 3139 Tidewater Circle, Fort Pierce, FL Order #: 18DR474 Area Tested: Building Pad Permit #: Material Type: Pale Brown Sand with Traces of Rock & Shell Tech: BK Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: Palm Bay, FL 32907 Proctor Method: 95% 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 11.0 104.8 107.9 14.0 97.1 % Yes 2 NE Corner of Building Pad 12" FL 13.9 104,0 107.9 14.0 96.4% Yes 3 SW Corner of Building Pad 12" FL 13.2 105.5 107.9 14.0 97.8% 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 Soi ,Bearl'ng 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 Federal Engineering,.Testing; Inc. / BC = Basecourse BOF = Bottom of Footing Florida Reg. ;No. 59394 TOP = Top of Pipe FG = Finished Grade Certificate of Authorization= f547-1 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,-, mid 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 18yer.of material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil material, below ih� 'proposed-siruianre: 'The results do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the under ying+sgiF will supper t1i'6 proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to;avalu 3fe+;tlie srSltability 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 tfils Work. PAGE 1 of 2 Compa Pursuant to your request, Federal Engii project on the ;reverse side. The purpo material only. In no way shall a compac performed by the client prior to construct 12" of added fill material. FET was not c added fill material .does not include an ar the proposed structure without settlemer conditions below the tested top 12 inches structure, we recommend performing soil soil conditions. Soils Method D-6938 Disclaimer Bering & Testing, Inc. (FET) has performed a compaction test at the referenced of our test was to determine the degree of compaction of the tested layer of ion test replace a soil bearing capacity determination. A soil boring .test must be m to verify subsoil conditions. Our scope of services only included testing the top. ►ntracted to perform supervision of the building pad preparation. This testing of the flysis of the underlying soil materials to determine if they are capable of supporting . This density compaction test does not warranty any underlying soil materials or of material. If no soil borings have been performed in the location of the proposed )orings 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 pierforming 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 o statements, conclusions or.extracts from or regarding our reports is reserved pending written approval. It has been a pleasure working with you we look forward to doing so in the near future. t Page 2 of 2