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Home My WebLink AboutFIELD DENSITY TESTi SCANNED aecErveD . Phone 954-784-2941 800-848-1919 & TESTING INC. er www.fed-eng.com e r a BY OCT •? 1 2019 Fax 954 784-7875 ��-MAL��I� 1��Pwww.fed-en .com mitting Department 250 SW 13th �' ve Pompano Beach, FL 33069 St. Lucie Cou i Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 34, Creekside Date: October 5, 2018 1 Addres 8645 Cobblestone Drive, Fort Pierce, FL Order #: 18DR891 Area TP'sted: Buiidina Pad ...mr 0 !_ pers / G 3S] Materia Client: Addres Type: Brown Sand with Traces of Shell r Te k- K D.R. Horton, Inc. : 1430 Culver Drive NE Compaction Req.: 95% Palm Bay, FL 32907 Proctor Method: ASTM D-1557 Probe Moist Dry Proctor Optimum TEST LOCATION Depth Elev. ,fie Density Value Moisture Compaction Pass PCF PCF % Test # 1 C�nter of Building Pad 12" FL 7.9 107.5 108.0 14.0 99.5% Yes 2 N lI Corner of BuildingPad 12" FL 10.2 1,07.9 108.0 14.0 99.9% Yes 3 S II Corner of Buildin Pad 12" FL 6.0 107.1 108.0 14.0 99.2% Yes 4 5 6 I 7 I 8 i 9 10 I' 11 � 12 13 14 II O •f; ,el Re PR = SL = SG = BC = TOP Asan only. A do not I without soil to a 'ks: 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 verificatioq of Soi earing�Capaci ;, 593`3� for Elevation: ,> ' oofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: ..'�•r-a,c" ringline FL = Final Lift Keit LeBlanc, P.E. ,' abgrade BG =Below Grade Federal Engineering & Testing �inc!�� isecourse BOF = Bottom of Footing Florida Reg. No. 59394 Fop of Pipe FG = Finished Grade Certificate of Authorization #5471'1/1 P t , , t e 9' `d ial protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, is 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 nsity does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results elude 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 ttlement. If no soil borings have been performed to verity the underlying soils, we recommend that soil borings be performed to evaluate the suitability of the underlying port 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 ede-val 8 TESTING INC. 250 SW 13th A Te Pompano Beach, FL 33069 A-7 O 5-7Phone 954-784-2941 FILE800-848-1919 Fax 954-784-7875 www.fed-eng.com Field Density Tests of Compacted Soils Method D-6938 Project: Proposed. Residence Lot 34, Cteekside Date: October 5, 2018 Address: 'i 8645 Cobblestone Drive, Fort,Pie'rce, Fl- Order #: 18DR891 Area Tes ed: Building Pad Permit #: Material ype: Brown Sand with Traces of 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 # I TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Ce 'Iter of Building Pad 12" FL 71.9 107.5 108.0 14.0 99.5% Yes 2 NWJ Ii Corner of Building Pad 12" FL 10.2 107.9 108.6 14.0 99.9% Yes 3 SEIiIQorner of Building Pad 12" FL 6.0' 107.1 108.0 14.0 99.2% Yes 4 5 I . 6 7 jI 81� 9 II �I10 11 II 12 'I 13 I' 14 Remar s: 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 veriflcatjojrbf Soil paring_Qapacity. Legend or Elevation: ; ' PR = Pr ofroll 1,2,3 1st, 2nd, 3rd Lift Submitted by: - -4: �? SL = Sp ingline FL = Final Lift Keith' -LeBlanc, P.E. - �9 �/ SG = S ;grade BG = Below Grade Federal Engineering 4 Testing, inc. BC = B secourse BOF = Bottom of Footing Florida Re' .'No, g9394 TOP = iliop of Pipe FG = Finished Grade 'Certificate of• Authorization #5474 As a mut al protection to clients, the public and ourselves, all reports are submitted 'as the confidential property of clients, and�aufhoniation for publination of statements, conclusio � or extracts from or regarding our reports Is reserved pending our written approval. A density test determ' 16;s the degree of compaction of'the iested layer of material only. A de i sity does not replace a soil bearing capacity determination. These density tests do not certify the underiylnb� i9i(materills ge!ow the proposed structure. The results do not prei;lude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that tne�undedying soils wilfsupuort the proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings b'e,per cirglq-, '� ev8Wate,tlie suitability of the underlying soil to support the proposed structure. After laying dormant for a period of 90 days orafter heavy rain/storms, retesting must be. por farmed..on4his 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 service's only included testing jthe 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 un erlying soil conditions. I 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 AASHTO T-180 standard for paved areas such as roadways and parking lots. If different specification's 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 I 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. �I �I Page 2 of 2 J ILECO , �I iyED Phone 954-784-2941 V� a .era I^T 4) � imR 800-848-1919 Fax 954-784-7875 & TESTING INC. PeS itLtu9 °ePartme Wfed-eng.COrrt 250 SW 13th %}ve Pompano Beach, FL 33069 c/e Coax-, Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 34, Creekside Date: October 5, 2018 Address' 8645 Cobblestone Drive, Fort Pierce, FL Order #: 18DR891 Area Te ited: Building Pad Permit #: '7—(� 3�rJ Material ype: Brown Sand with Traces of Shell Tech: BK Client: D.R. Horton, Inc. Addres . 1430 Culver Drive NE Compaction Req.: 95% li Palm Bay, FL 32907 Proctor Method: ASTM D-1557 Test # TEST LOCATION J'I Probe Depth Elev. Moist o �O Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Ccnl ter of Building Pad 12" FL 7.9 107.5 108.0 14.0 99.5% Yes 2 NW Corner of Building Pad 12" FL 10.2 107.9 108.0 14.0 99.9% Yes 3 Sli Corner of Building Pad 12" FL 6.0 107.1 108.0 14.0 99.2% Yes 4 I 5 it 6 7 8 li i 9 !I 10 11 12 it13 o",t';i ,. 14 PR=F SL=S SG BC=E TOP = AsaML only. A do not I without soil to s S: 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 verificatiort of SolyBearinglIUpadIhA. i9394 tr Elevation: it ; 3froll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: ngline FL = Final Lift KeitA LeBlanc, P.E. grade BG = Below Grade Federal Engineering & ecourse BOF = Bottom of Footing Florida Reg. No. 59394 rfi'; � ,p of Pipe FG = Finished Grade Certificate of Authorization #547r1'i protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, 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 ity 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 ament. 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 A 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