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Home My WebLink AboutField Density TestPhone 954-784-2941 edera—'i 800-848-1919 Fax 954-784-7875 & TESTING INC. www.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 Field Density,Tests of.0ompacted Soils Method D-6938 Client: Mel-Ry Construction Date: June 17, 2015 Address: 10967 S. Ocean Drive, Jensen Beach, FL 34957 Order #: Project: Proposed Single Family Home Permit #: Address: 10725 S. Ocean Drive, Lot 327, Jensen Beach, FL 34957 Tech: Area Tested: Footings Compaction Req.: Material Type: Pale Brown Sand with Shell & Rock Proctor Method: 15-1154 SJ 95% ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 SE Corner of Footings 12" BOF 6.6 110.7 111.4 10.9 99.4% Yes 2 1SW Comer of Footings 12" BOF 5.9 110.9 111.4 '10.9 99.6% Yes 3 NW Corner of Footings 12" BOF 6.3 109.8 111.4 10.9 98.6% Yes 4 5 6 7- q 2®15 8 � 9 10 11 12 L14 Remarks: See Reverse Side (Page 2 of 2) for Disclaimer This is a Compaction Test only on the top 12" of the Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift SL = Springline FL = Final Lift 1 earing Capacity. SG = Subgrade BG = Below Grade Federal Engineering 8 T,esting, Inc. BC = Basecourse BOF = Bottom of Footing Florida. Reg. No. 59394 and is not a verification -of Sol Submitted by: Keith, LeBlanc, P.E._ TOP = Top of Pipe FG = Finished Grade Certifidple of Authorization #5471 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients;'and 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 layer of material only. A density does not replace a soil bearing capacity determination. 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 perfbrmirig 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, utility or footing 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 protectionjo clients, the public and ourselves, all reports are submitted as the confidential property of our client and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our 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 PhOWSIU-M-2941 , 01, 1. - edefa0 l MRI-19 L4-fk,'tE"STWhG INC. FU'954-7844M SW, ve, -wVWWJed-eqg.,f;Qr" 250 01KA' OqMpartc geschjll. 31M 'F141-d QdhSAY T6SIS of Compacted S011S. Method D4039 Client: WAY .Construction. - Date: J*11, 201*5 Address: 1098TS. Ocean Drive, Jensen Beach; FL..34057' ...O'rder.#,' Project: E�rqP6s0d Single Family. Home Pormi -*: - Address: M725r�S. 2,5� -O'cean, Drive, Lot 32-1,,Jenseri Beach, FL,34957 Tbbh- KP Area Tested, Buildi6g'Pad Compa iorl,.Rbq.,: 'g 5 P/6 M6teriiaj Type:. P910; - B roWh Sand With ShellA Rock Proctor Meth.od:, A8T-M D-4557 Test # TEST LOCATION Probe D Moist DryProctor Density% P -F C 'Value PCP Opuma.hri M01stUbb 'COmpaldr0h Pass; 1 A(NE.Arba-6f Lot 12' FG 'T.,6, 106;4 11 1A 10 5; /o Y�9, Yes 2 At - Center: ofLot 12"' FG 6.2 1 1051:0.' 111.4, ja.R 95.11 16 Yes At S -W Area -of Lot "IF0 65': Il0-7.4 111.4 10`9 96.4%. Yes 48. :2 13; r14 r Remarks., See b .90*Orge...'$Ide,,(Fage-2.of-2),f.or.)sclaimer Thisis at!bmpacltion Test only on the iopi 12",& tiiO pad and is not.ja verif I Icatl LebPh r-Elevatib .010 n, PWr- Proofroh 4,,2,8 = Ilst, 2nd-, 3rd'Lift, Submitted, -by:, SL =.,Sprindlinel FL floq! Lift Keith kd 543-,SubgTade PG7-ApIpw0rdde ' 'Fdd6raP . . . r BC- k0ii Msrse; OQF,= Bottom of Foobng Florida$ TOP'= Top of, Pipe FG,,.= Finished Grade. Ceftificial At a mutual vr6tection to -clients, the P'Obk and ourselves, -all repoft,.are submitted,as the confidential prbodrig &-den concluti&ne.'6f'extr6ctbJrbrfi or',`ejprdlrib our reports isry , reseed pending our. weitten appr6val;'A densityAiat'determines ., the . only: A density. does not ,ieplace a sd be arin capacity . determination. nation. After laying d6rma*foCa,0ehbd 6f*90'days ,or after this work. PAGE, I of 2,, rhV91,136