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Home My WebLink AboutFIELD DENSITY TESTe d'e r'A' LW&TESTINGINC. BY 250 SW '3th Ave Pompano Beach, FL 33068 c�< n / Phone 954-784-2941 800-848-1919 Fax 954-784-7875 www.fed-eng.com Field Density Tests iiif Compacted Soils Method D-6938 Proje t: Proposed Residence Lot.11, Creekside Date: October 5, 2018 Addr ss: 3142 Tidewater Circle; Fort Pierce, FL Order #: 18DR886 Area I ested: Building Pad Permit #: �Q r� - DU3 7 . Mate jal Type: Pale Brown Sand with Traces of Shell Tech: BK Clien D:R. Horton, Inc. Addr ss: 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 I enter of Building Pad 12" FL', 8.4 107.0 109.5 14.0 97.7% Yes 2 t-W Corner of Building Pad 12" FL 9.1 106.4 109.5 14.0 97.2% Yes 3 E Corner of Building Pad 12" FL 9.7 106.1 109.5 14.0 96.9% Yes 4 5 6 8 9 10 11 12 13 14 Rema �I 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 verificatio of SoVE earigg Capacity. Legend or Elevation: Z' A � PR = P ofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: SL = Sringline FL = Final Lift Keith. LeBlanc,' P.E. SG = S. bgrade BG = Below Grade Federal Engineering &,Testing, Inc:= BC = B i ecourse BOF = Bottom of Footing Florida Reg. No. 59394 TOP = I� p of Pipe FG = Finished Grade Certificate of Authorization #5471 As a mutt I protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for pub!lcation of statements, conclusio s 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 de sity does not replace a soil bearing capacity determination. These density tests do not certify the underlying•soii "materiais b9ldw the prdpVSed structure. The results do not pre lude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying soils will su► oort the proposed structure without se lement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be perfomiedro (;valuate the,su'itability of the 'underlying soil to sup' ort 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 Solis Method D-6938 Disclaimer Pursuant to your request, Federal Engineering & Testing, Inca (FETj 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 t(ille 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 Ior 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 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. I! Page 2 of 2 REIgz ��D LMA I L ECQPYo9-.-)1)V e eraeSt. Phone 954-784-2941 800-848-1919 Fax 954-784-7875 & TESTING INC. St �U 9 ��panitr; www.fed-eng.com 25 JSW 13th Ave Pompano Beach, Fl. 33069 Field Density Tests of Compacted Soils Method D-6938 P ject: Proposed Residence Lot 11, Creekside Date: October 5, 2018 A dress: 3142 Tidewater Circle, Fort Pierce, FL Order #: 18DR886 A a Tested: Building Pad Permit #: 190? =6013 °y M terial Type: Pale Brown Sand with Traces of Shell Tech: BK Client: D.R. Horton, Inc. A l dress: 1430 Culver Drive NE Compaction Req.: 95% Palm Bay, FL 32907 Proctor Method: ASTM D-1557 Te t TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass Center of Building Pad 12" FL 8.4 107.0 109.5 14.0 97.7% Yes SW Comer of Building Pad 12" 1 FL 9.1 1 106.4 109.5 14.0 1 97.2% Yes NE Corner of Building Pad 12" FL 9.7 106.1 109.5 14.0 96.9% Yes 6I1 Eli 91 1d 11' 1 1' 1 11 ,►ot'tii�ir��. Rer harks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer ��'� )OM Z'�--Zzd1, This Is a Compaction Test only on the top 12" of the pad and Is not a verification of Soi ea_ri P -capa'cl_ty:<;,-, Leg nd for Elevation: PR Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: SL Springline FL = Final Lift Keith LeBlanc, P.E: u i SG '- Subgrade BG = Below Grade Federal Engineering & TQiMg I ' q BC ' Basecourse BOF = Bottom of Footing Florida Reg. No. 54394 r• TOP = Top of Pipe FG = Finished Grade Certificate of Authorizatl6n'#54 t��-�,`•`�t Asa Autual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorl2afAlnl rypubllca"on �siatemants, concl ¢ions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compacttoPycf thritest�d layer of material only. i density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the prorposed siructure. The results donol reclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certlry that the underlying soils will support the proposed structure withou 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 upport the proposed structure. Aker laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this work. PAGE 1 of 2