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Home My WebLink AboutFIELD DENSITY TESTPhone 954-784-2941 800-848-1919 ederk'i'l Fax 954-784-7875 & TESTING INC. www..fed-eng.col'1'1 250 SW 13th Ave Pompano Beach, FL 33069 Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 10, Creekside Date:. June 8, 2018 Address: 3138 Tidewater Circle, Fort Pierce, FL Order #:' 18DR484 Area Tested: Building Pad Permit #: !Z — Material Type: Light Brown Sand with Some 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 # T TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture /o Compaction Pass 1 Center of Building Pad 12" FL 16.1 103.9 106.0 14.0 98.0% Yes 2- NW Corner of Building Pad 12" FL 6.8 105.8 106.0 14.0 99.8% Yes 3 SE Corner of Building Pad 12" FL 13.0 105.2 106.0 14.0 99.2% 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 toa 12" of the pad and is not a verification of SoiUBearing Capacity. Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: I/ SL = Springline FL = Final Lift Keith LeBlarc,�P.E':. SG = Subgrade BG = Below Grade Federal Engineering:& Testing, Inc. BC = Basecourse BOF = Bottom of Footing Florida Weg._No. 59394 TOP = Top of Pipe FG = Finished Grade Certificate of Authorizatidn45471 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication Ybf,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 jaj/er-of material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materlai?below hd proposed struciur& 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 underlying soils will suppogthe proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recoTmend that soil borings be performed to avail atd'Uie 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'w'o PAGE 1 of 2 C Pursuant to your request, Federal Engine project on the reverse side. The purpose material only. In no way shall a compactic performed by the client prior to constructioi 12" of added fill material. FET was not cor added fill material does not include an anal the proposed structure without settlement. conditions below the tested top 12 inches c structure, we recommend performing soil bi soil conditions. Environmental analysis of the soil mat( required, we can provide a proposal for for determination of the degree'of comp, Soils Method D-6938 Disclaimer -ing & Testing, Inc: (FET) hasperformed a compaction test at the referenced )f our test was to determine the degree of compaction of the tested layer of i test replace a soil bearing capacity determination. A soil boring test must be to verify subsoil conditions. Our scope of services only included testing the top racted to perform supervision of the building pad preparation. This testing of the sis 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 material. If no soil borings have been performed in the location of the proposed ings below all foundation areas of the proposed structure to verify the underlying is not part of the scope of services. If environmental analysis of the soils is rming an environmental analysis of the soil materials. The scope of services is 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 publid 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 we look forward to doing so in the near future. Page 2 of 2 RECEiVEp Phone 954-784.2941 � ederal & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 JUL� � 7�1A 800=848-1919 Fax 954-784-7875 Permitting Department www.fed-eng.com St. Lucie Count, Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 10, Creekside Date: June 8, 2018 Address: ' 3138 Tidewater Circle, Fort Pierce, FL Order#: 18DR484 Area Tested: Building Pad Permit Material Type: Light Brown Sand with Some 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 10.1 103.9 106.0 14.0 98.0% Yes 2 NW Corner of Buildin Pad 12" FL 6.8 105.8 106.0 14.0 99.8% Yes 3 SE Corner of Building Pad 12" FL 13.0 .105.2 106.0 14.0 99.2% 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 ' �� '<'�'•''�c E N �� This is a Compaction Test only on the too 12" of the Dad and.is not a verification of S ing QaDacity. ,.2 Legend for Elevation: // /j ''� �`* t" PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: ' SL = Springline FL = Final Lift Keith LeBlanc, IM.jO : STATE r SG = Subgrade BG =Below Grade Federal EngineeliWstir�g, Inc./�'�� BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59 � ZORIQP• G:\ TOP = Top of Pipe FG = Finished Grade Certificate of Author! z�as ORAL ``��°` As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization fdr/d�fiMHpq 0%� ements, 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 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 test is 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 rain/storms, retesting must be performed on this work. PAGE 1 of 2