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HomeMy WebLinkAboutFIELD DENSITY TEST'rea ! Phone 954-784-2941 L i Asr''�i�g d'?�,8� J 800-848-1919 ederd',1. ��c,P�,�a Fax 954-784-7875 & TESTING INC. cO� ��enf 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 21, Creekside. Date: June 21 i 2018 Address: 3047 Woodswalk Drive, Fort Pierce, FL Order k 18DR542 Area Tested: Building Pad Permit #: U Z _ ©140 Material Type: 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 # TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 8.0 106.8 107.0 13.0 99.8% Yes 2 ISW Corner of Building Pad 12" FL 6.0 106.0 107.0 13.0 99.1 % Yes 3 NE Corner of Building Pad 12" FL 6.6 107.0 107.0 13.0 100.0% Yes 4 5 6 7 8 9 10 11 12 13 14 LAMM MAL—Au ME" Remarks: See Reverse Side (Page gland n I fo isclaimer This is a Compaction Te on h o �pWr of the pa niffis not a verification of Aoll Bearing Capacity. Legend for Elevation:. 2018 PR = Proofroll 1,2,3 = 1st, 2nd, 3rd JUL O 9 ub tted by: SL = Springline FL =Final Lift _ �p KeitKXeBlanc, F':E: ' ' ,r. SG = Subgrade BG = Below Grade .«' Fed'�ral'•Engi'ieering 1, Testing,'IfiC. BC = Basecourse BOF = Bottom"of Foo Florida Reg. Nd. 59394 _ TOP =Top of Pipe FG =Finished Grade Certificate of Authorization.#5471 �. As a mutual protection to clients, the public and oursel e i nfidential property o£.'clientz, and authorization for publication of statements, conclusions or extracts from or regarding our reports is r e pending our written approval. A density test determinesthe;degree of compaction -of the,testeil layer of material only. A density does not replace a soil bearing _ capacity determination. These density tests do not certify the underlying soi[: ,gterials.beow_tM pir6p6s�-4: 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 irt:.ur derlyii�g soils will-suugort the proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be p rfon mad tc-ev.atu:ate `e 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 plerfo;med on this woik. PAGE 1 of 2 Com Pursuant to your request, Federal Er project on the reverse side. The pur material only. In no way shall a coml performed by the client prior to constr 12" of added fill material. FET was nc added fill material does not include an the proposed structure without settlen conditions below the tested top 12 incl structure, we recommend performing soil conditions. Soils Method D-6938 Disclaimer ineering & Testing, Inc. (FET) has performed a compaction test at the referenced )se of our test was to determine the degree of compaction of the tested layer of ction test replace a soil bearing capacity determination. A soil boring test must be :tion to verify subsoil conditions. Our scope of services only included testing the top contracted to perform supervision of the building pad preparation. This testing of the nalysis of the underlying soil materials to determine if they are capable of supporting nt. This density compaction test does not warranty any underlying soil materials or :s of material. If no soil borings have been performed in the location of the proposed I borings 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 foi 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 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 and we look'forward to doing so in the near future. Page 2 of 2 4 ed'eral TESTING INC. c,Pc �� o 250 SW 13th Ave Pompano Beach, FL 33069 0� Field Density Tests of Compacted Soils etho D-69: Project: Address: Lot 21 3047 Woodswalk Drive, Fort Pierce, FL Order #: Area Tested: Building Pad Permit #: Material Type: Brown Sand with Traces of Shell Tech: Phone 954-784-2941 $00.848-1919 Fax 954-784-7875 wvvw.fed-eng.com June 21, 2018 18DR542 77 BK Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: 95% Dalm Flow 1=1 �9an7 Proctor Method: ASTM D-1557 Test # _ TEST LOCATION Probe Depth Elev. Moist ° �0 Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of BuildingPad 12" FL 8.0 106.8 107.0 13.0 99.8% Yes 2 JSW Comer of BuildingPad 12" FL 6.0 106.0 107.0 13.0 99.:1 % Yes 3 NE Corner of BuildingPad 12" FL 6.6 107.0 107.0 13.0 100.0% Yes 4 5 6 E El 7 8 9 10 11 12 13 F-F ;`�`,�0 a ifillf�/ 14 �. Mi 11/1.1 Remarks: See Reverse Side Page 2 of 2 mer for Additional Information for Disclai'�'r. - �`t; E Ng' `�', This is a Com action1est only on the top 12" of the pad and is not a verification. of Soil Be ,apac C) Legend for Elevation: /� Submitted by: A�l v �ell PR = Proofroll 1,2,3 =1st, 2nd, 3rd Lift ' SL = Springline FL = Final Lift Keith LeBlanc, P.E. � �',� STA'FE/JFiE tI'( - SG = Subgrade BG = Below Grade Federal Engineering & lnc BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394 ,5s��� TOP = Top of Pipe FG = Finished Grade Certificate of Authorization if54�G►i�giy ;�v'� As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publicatibh-of staldri�ents, 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 fora.period of 90 days or after heavy rain/storms, retesting must be performed on this work. APPROVED