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Home My WebLink AboutFIELD DENSITY TESTlit ede & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 k-a.]WED BY St. LWe e= / 05_& Phone 954-784-2941 800-848-1919 V� y Fax 954-784-7875 FILE www.fed-eng.com !� Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 60, Creekside Date: October 5, 2018 Address:! 8648 Cobblestone Drive, Fort Pierce, FL Order #: 18DR888 Area Tes ed: Building Pad Permit #: 1'W 7 - 03 MaterialType: Light Brown Sand 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 # I TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture /o Compaction Pass 1 Cell, ter of Building Pad 12" FL 6.1 103.2 106.0 14.0 97.4% Yes 2 S Ii V, Corner of Building Pad 12" FL 10.1 103.0 106.0 14.0 97.2% Yes 3 NEI Corner of Building Pad 12" FL 6.9 103.5 106.0 14.0 97.6% Yes 4 III 5 I' 6 it .I 7 II - 8 lid 91i 10 I' 11 �I 12 13 14 hl 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 eatingCapacity. Legend pr Elevation: PR = Pr iofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: SL = Sp ingline FL = Final Lift Keith l eSlanc, r .E. y SG = S bgrade BG = Below Grade Federal Engineering,&Testing, Inc.' BC = B Isecourse BOF = Bottom of Footing Florida Reg. No. 593,94 i TOP = 71op of Pipe FG = Finished Grade Certificate of AUthcrization #5471 ' As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publicgtion of statements, concluslor is or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degrea 61 compaction of the tested layer of material only. A de isity does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil mi 5el6w 6e proposedrstructure. 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 undsriy',ng�soft will §006o4 the proposed structure without sAlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to�ev�ifuate "thestiitability 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 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. 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 AASkTO 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 II R�c�ivFp Phone 954-784-2941 �I ederakILEt� �� Q 800-848-1919 .s . 9q1A Fax 954-784-7875 & TESTING INC. Utur?g pe WWW.fed-eng.com 250 SW 13$ Ave Pompano Beach, FL 33069 t. Lucie Cpa�Mer. Field Density Tests of Compacted Soils Method D-6938 Projec Proposed Residence Lot 60, Creekside Date: October 5, 2018 Addre Is: 8648 Cobblestone Drive, Fort Pierce, FL Order M 18DR888 _ Area sted: Building Pad Permit #: -Q�61K Material Type: Light Brown Sand Tech: BK Clientl D.R. Horton, Inc. Address: 1430 Culver Drive NE Palm Bay, FL 32907 Compaction Req.: 95% 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 6.1 103.2 106.0 14.0 97.4% Yes 2 'I SIN Corner of Building Pad 12" FL 10.1 103.0 106.0 14.0 97.2% Yes 3 Corner of Buildin Pad 12" FL 6.9 103.5 106.0 14.0 97.6% Yes 4 5 I 6 7 8 9 10 11 II 12 13 14 Rema i, --T i%6 II Legend PR = Pi SL = Sr SG = Si BC = Bl TOP = ' As a muti only. A do not without Soil to 5 S: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer Af. This is a Compaction Test only on the top 12" of the pad and is not a verification of Sol Baring Capacity., )r Elevation: OFvt �ylf ; ofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:ewzz!( ngline FL = Final Lift Keith LeBlanc, P.E. or !, y Igrade BG =Below Grade Federal Engineering & Testing; linc.®f 4 ecourse BOF = Bottom of Footing Florida Reg. No. 59394 �;, L�^�►0�;.,�� <` ip of Pipe FG =Finished Grade Certificate of Authorization #547_.1, "��I~ I protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for, publicatloq�pf,statemQ�ts!� 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 fly does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results ide 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 sment. 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 rt 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