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Home My WebLink AboutFIELD DENSITY TESTWP! LGVVv Liijedera & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 _Project: _ Prl Field Density TI Residence Lot 29 Address: 8621 Cobblestone D Area Tested: Material Type: Pad Brown Sand with Traces of S Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Palm Bay, FL 32907 SCANNED By udec' r of Compacted ;ekside FL RECEIVED P '01010 . Phone 954-784-2941 800-848-1919 Fax 954-784-7875 www.fed-eng.com Wthod D-6938 Date: August 31, 2018 Order #: 18DR790 Permit #: Tech: BK Compaction Req.: 95% Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe I Depth Elev. Moist o �O Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12{' FL 6.9 106.0 107.1 12.0 99.0% Yes 2 SW Corner of Building Pad 12�i FL 9.4 104.5 107.1 12.0 97.6% Yes 3 NE Corner.of Building Pad 12i' FL 8.8 106.3 107.1 12.0 99.3% Yes 4 5 6 I 7 8 9 I 10 { 11 12 13 14 Remarks: See Reverse Side (Page 2 of 2) for Additional jinformation for Disclaimer , , , . This is a Compaction Test only on the top 12'i of the pad and is not a verification of SoilBearing Capacity. Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift I Submitted by: t/ X SL = Springline FL = Final Lift Keith LeR!dr3c, P.E. ' SG = Subgrade BG =Below Grade Federal Engineering& Tesiing; `Inc. ?/ y BC = Basecourse BOF = Bottom of Footing I Florida Reg:, No. 59394 TOP = Top of Pipe FG = Finished Grade I Certificate of Authorization 45471 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients;'a6, uthorization for publication.of'siatements, conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compa.f n of the tested IsyeC of material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil matedzls below the proposed si;ucigys. The results do not preclude or guarantee that future settlement and cracking will not occur. 4oil boring test is required to certify that the underlying -soils wil 'tuppoft 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, ihe,su:tability of the underlying soil to support the proposed structure. After laying dormant for a period of 90 dayslor after heavy rain/storms, retesting must be performed on this work. P�GE 1 of 2 Compacted SolIsWilithod?M4938 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 onl�. 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 you and we look forward to doing so in the near future. .t Page 2 of 2 Phone 954-784-2941 ed 800-848-1919 er"-al SEp �� Fax 954-784 7875 L i & TESTING INC. permitting D pat meritwww.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 St. 1-13cl Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 29,Creekside Date: August 31, 2018 Address: 8621 Cobblestone Drive, Fort Pierce, FL Order #: 18DR790 Area Tested: Building Pad I Permit #: N - ®Z Material Type: Brown Sand with Traces of Shell Tech: BK Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: Palm Bay, FL 32907 I Proctor Method: 95% ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture /o Compaction Pass 1 Center of Building Pad. 12" FL 6.9 106.0 107.1 12.0 99.0% Yes 2 SW Corner of Building Pad 12" FL 9.4 104.5 107.1 12.0 97.6% Yes 3 NE Corner of Building Pad 12i' FL 8.8 106.3 107.1 12.0 99.3% Yes 4 5 6 I 7 8 9 10 11 12 i 13 I 14 ®�i\11illO/fi,,, Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimerdojo, This is a Compaction Test onlyon the top 121' of the pad and is not a verification of S f ar n� CapactE.s Legend for Elevation: / °,� PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: a SL = Springline FL = Final Lift Keith LeBlanc; P @ I a STATF� �i=f�� SG Subgrade BG Below Grade = = Federal EngineeriFlg�&Testing, nc. ro BC = Basecourse BOF = Bottom of Footing I Florida Reg. No:�5�39°�(f�Rrp�;%��',� TOP = Top of Pipe FG = Finished Grade Certificate of Authonzat"ip MrA ��.As a mutual protection to clients, the public and ourselves, ail reports are submitted as the confidential property of clients, and authorizatidqlion'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. 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 rainstorms, retesting must be performed on this work. PAGE 1 of 2