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Home My WebLink AboutFIELD DENSITY TESTi; Phone 954-784-2941 1919 Jederts'-l' 954-784-7875 Fax 954-784-7875 & TESTING INC. www.fed-eng.com 250 SIN 13th Ave Pompano Beach, FL 33069 Field Density Tests. of Compacted Soils Method D-6938 Project: Proposed Residence Lot 5, Creekside Date: June 8, 2018 Address: 3143 Tidewater Circle, Fort Pierce, FL Order M 18DR485 Area Tested: -Building Pad Permit #: Material Type: ' Pale Gray Sand. with Some 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 oho Dry Density PCF Proctor Value PCF Optimum Moisture, % Compaction Pass 1 Center of Building Pad 12" FL .9.1 101.7 105.5 14.0 96.4% Yes 2 SW Corner of Building Pad 12" FL 6.8 104.3 105.5 14.0 98.9% Yes 3 NE Corner of Building Pad . 12" FL 6.1 104.9 105.5 14.0 99.4% Yes 4 5 6 7 8 9 10 11 12 13 14 E 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 Soji Bearing Caliacity, Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: kd- SL =.Springline FL = Final Lift Keith LeBlanc; PEE. SG = Subgrade BG = Below Grade Federal Engineering & Testing: Inc. • BC = Basecourse BOF = Bottom of Footing Florida Reg. _4o. 59394 TOP = Top of Pipe FG = Finished Grade Certificate of �6therizatidn'#54.71 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. These density tests do not certify the underlying soil materials-b416w:the proposed,structure�T'he 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 soils4ili suppoit:the,p}rnposed 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 svitabilityof 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 performed on this work." PAGE 1 of 2 Compacted Pursuant to your request, Federal Engineering project on the reverse side. The purpose of oL material only. In rno way shall a compaction tes- performed by the client prior to construction to vE 12" of added fill material. FET was not contracts added fill material does not include an analysis o the proposed structure without settlement. This conditions below the tested top 12 inches of mate structure, we recommend performing soil borings soil conditions. oils Method D-6938 Disclaimer Testing, Inc. (FET) has performed a compaction test at the referenced test was to determine the degree of compaction of the tested layer of replace a soil bearing capacity determination. A soil boring test must be 'ify subsoil conditions. Our scope of services only included testing the top I to perform supervision of the building pad preparation. This testing of the the underlying soil materials to determine if they are capable of supporting tensity compaction test does not warranty any underlying soil materials or •ial. If no soil borings have been performed in the location of the proposed ►elow 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 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. shali, 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 disturban ies 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 forward to doing so in the near future. Page 2 of 2 RECEIVED Phone 954.784-2941 edera JUL �' 3 ?.018 800-848-1919 LAFax Fax954-784-7875 & TESTING INC. Permitting Department St. Lucie County 250 5W 13th Ave Pompano Beach, FL 33089 Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 5, Creekside Date: June 8, 2018 Address:. 3143 Tidewater Circle, Fort Pierce, FL Order#: 18DR485 Area Tested: Building Pad Permit Material Type: Pale Gray Sand with Some Shell Tech: Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: Palm Bav, FL 32907 Proctor Method: 95% ASTM D-1557 Test TEST LOCATION Probe Depth Elev. Moist ° �0 Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass - 1 Center of Building Pad- 12" FL 9.1 101.7 105.5 14.0 96.4% Yes 2 ISW Corner of Building Pad 12" FL 6.8 104.3 105.5 14.0 98.9% Yes 3 NE Corner of Building Pad 12" FL 6.1 104.9, 105.5 14.0 99.4% Yes 4 5 6 7 8 9 10 11 12 13 14 Y - Remarks: for Additional This is a Compaction Test only on the top 12" of Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift SL = Springline FL = Final Lift SG = Subgrade BG = Below Grade BC = Besecourse BOF = Bottom of Footing �t9GG�44 �'• .�. r r ORID: ' C9 TOP =Top of Pipe FG =Finished Grade Certificate of Authorization 9947; FVAl.1 N ll As a mutual protection to -clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publicetiori �� 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. for Disclaimer and is not a verification of Soil i Submitted by: Keith LeBlanc, P.E. J Federal Engineering 9:! ' Florida Reg. No. 59394 PAGE 1 of 2