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Home My WebLink AboutFIELD DENSITY TESTed-eral & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069, 5T, Project: Pr Field Density Residence . Lot I Address: 8624 Cobblestone'Drive, Fort Area Tested: Building Pad Material Type: Pale Gray Sand with Tra Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Palm Bay, FL 32907 RECEIVED 8 Phone 954-784-2941 800-848-1919 Fax 954-784-7875 www.fed-eng.com asts of Compacted Soils Method D-6938 Creekside Date: September 10, 2018 rce, FL Order #: 18DR788 Permit �80 of Shell Tech: BK (11piNVIS Compaction Req.: Proctor Method: 95% ASTM D-1557 Test # I Probe TEST LOCATION Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad I 12" FL 8.1 106.7 108.9 14.0 98.0% Yes 2 NW Corner of Building Pad I 12" FL 6.7 106.0 108.9 14.0 97.3% Yes 3 ISE Corner of Building Pad I 12" FL 6.3 107.5 108.9 14.0 98.7% Yes 4 5 6 7 8 9 10 11 12 13 14 Remarks: See Reverse Side (Page 2 of 2) foriAdditional Information for Disclaimer This is a Compaction Test only on' the top 12" of the pad and is not a verification of S '1 Bearing Capacity. Legend for Elevation: PR = Proofroll 1,2,3 = 1 st, 2nd, 3rd Lift Submitted by: SL = Springline FL = Final Lift Keith LeBlanc; P.E SG = Subgrade BG = Below Grade Federal Engineering& Te'sting, inc. BC = Basecourse BOF = Bottom of Footing Florida Rey. No. 59394 TOP = Top of Pipe FG = Finished Grade Certificate -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 thwtested layer of material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials be_ low the proposed structure. TFi� results do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the unrieilylitg soils will support the proposed structure without settlement. If no soil borings have been performed to veFify the underlying soils, we recommend that soil borings be performed td-zvaluaie the suitalA166o_f'thE underlying soil to support the proposed structure. After laying dormant for a period of 00 days or after heavy rain/storms, retesting must be performed r'Ois work: - PAGE 1 of 2 C pacted,:36ils'.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'perfo�in lsupervision of the building pad preparation. This testing of the added fill material does not include an analysis of tho' nderlying soil materials.to determine if they are capable of supporting the proposed structure without settlement. Thie ensity 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 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. M n Page 2 of 2 l' 1 4 era 8 TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 Project: Address: Field Dens Residence L Tests of Compacted Soils Method D-6938 Creekside 8624 Cobblestone Drive, Fort Pierce, FL Area Tested: Builc Material Type: Pale Client: Address: Pad ly Sand with Traces of Shell D.R. Horton, Inc. 1430 Culver Drive NE Palm Bay, FL 32907 Phone 954-784-2941 800-848-1919 Fax 954.784-7875 www.fed-eng.com Date: September 10, 2018 Order #: 18DR788 Permit Tech: BK Compaction Req.: 95% . Proctor Method: ASTM D-1557 Test # TEST LOCATION I Probe Depth Elev. Moist ° �0 Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad I 12" FL 8.1 106.7 108.9 14.0 98.0% Yes 2 NW Corner of Building Pad 12" FL 6.7 106.0 108.9 14.0 97.3% Yes 3 SE Corner of Buildin Pad I 12" FL 6.3 1 107.5 108.9 14.0 98.7% Yes 4 5 6 FIF 7 s SEP 12 2018 9 errnitt ricg. Depaamen 10 u -_ie County ` FL 11 12 13 14 Remarks: 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 verification of Spit Beari.tl Cap�ely:'�' �� Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: {� SL = Springline FL = Final Lift Keith LeBlanc, P.E. SG = Subgrade BG = Below Grade Federal Engineering & Testing, ino!ATAVIIP "4 BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394 TOP =Top of Pipe FG = Finished Grade Certificate of Authorization#54T1.___--� As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization idr•pbYiiafrfotbr coLsgfeiehi3, conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compaction of the bested layq dmatedal 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 ifor a period of 90 days or after heavy raintstorms, retesting must be performed on this work. PAGE 1 of 2