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Home My WebLink AboutFIELD DENSITY TESTRECEIVED Phone 954-784.2941 1919 ederal 054-784-7875 �•U' � � � �-J � � Fax 954.784-7875 & TESTING 1 C. www.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 ST. Lucie County, Permitting Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 3, Creekside Date: June 7, 2018. Address: 8327 Cobblestone Drive, Fort Pierce, FL Order #: 18DR471 Area Tested: Building Pad Permit #: 1 7/Z -% Material Type: Brown Sand 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 SW Corner of Building Pad' 12" FL 7.2 105.0 •105.0 14.0 100.0% Yes 2 Center of Building Pad 12" FL 6.5 101.8 105.0 14.0 97.0% Yes 3 NE Comer of Building Pad 1211 FL 12.7 101.0 105.0 14.0 96.2% Yes 4 5 6 7 8 9 10 11 1 1 1201. 12 13 14 Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer �'�' • e,�`' "' 'e This Is a Compaction. Test only on the top 12" of the pad and is not a verification of Soil BtSgr 1114ap ci Legend for Elevation: /41 00W ;/j. PR = Proofroll 1,2,3 ='1st, 2nd, 3rd Lift Submitted by, IU SL = Springline FL = Final Lift Keith LeBlanc, P.E. �-0 % -ST� � SG = Subgrade BG = Below Grade Federal Engineering 8 of ��n�� Ing-,ORO,�� BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394 / �t`S,Va\�� TOP = Top of Pipe . FG = Finished Grade Certificate of Authorizatio As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for p blith ifls drtients, 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 lest Is required to certiA§e nderlying soils will support the proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil bore� t h�lf the underlying soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms; retestsP d n t PAGE 1 of 2 Phone 954-784-2941 800-848-1919 eder'di. Fax 954-784-7875 & TESTING INC. www.fed-eng.col'1'1 250 SW 13th Ave Pompano Beach, FL 33069 Field Density Tests of Compacted Soils Method D-6938 Project:. Proposed Residence Lot 3, Creekside Date: June 7, 2018 Address: 8327 Cobblestone Drive, Fort Pierce, FL Order #: 18DR471 Area Tested: Building Pad Permit #: 71H. Material Type: Brown Sand Tech: . BK Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: Palm Bay,- FL 32907 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 SW Corner of Building Pad 12" FL 7.2 105.0' 105.0 14.0 100.0% Yes 2 Center of Building Pad 12" FL 6.5 101.8 105.0 14.0 97.0% Yes 3 NE Corner of Building Pad 12" FL 12.7 101.0 105.0 14.0 96.2% Yes 4 5 6 7 8 9 10 11. - 12 13 14 Remarks: See Reverse Side ge 2 of 2) for Additional Information for Disclaimer, This is a Compaction Test only on the top 12" of the pad and is not verification of Sol; BearingCapacity. Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: ' _-- SL = Springline FL = Final Lift Keith LeBlanc,, P.& SG = Subgrade BG = Below Grade FederaL.Engineering,& Testing;; Inc. BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394- TOP = Top of Pipe FG = Finished Grade Certifica).e of Autho7iaatiori #5471 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, -gad authorization for publication. of,, conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the deg��-6i compaction of -the tested tayii • of material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil mat eri il§-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 Ndilp' will.suppori'll proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed tt,,,evaluato'the 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 performed on this work. PAGE 1 of 2 Co Pursuant to your request, Federal Engin� project on the reverse side. The purpose material only. In no way shall a compacti� performed by the client prior to constructic 12" of added fill material. FET was not co added fill material does not include. an ana the proposed structure without settlement. conditions below the tested top 12 inches i structure, we recommend performing soil b soil conditions. Soils Method D-6938 Disclaimer !ring & Testing, Inc. (FET) has performed'a-compaction test at the referenced of our test was to determine the degree of compaction of the tested layer of n test replace a soil bearing capacity determination. A soil boring test must be to verify subsoil conditions. Our scope of services only included testing the top tracted to perform supervision of the building pad preparation. This testing of the Fsis of the underlying soil materials to determine if they are capable of supporting This density compaction test does not warranty any underlying soil materials or material. If no soil borings have been performed in the location of the proposed rings 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 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 f?r 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. Page 2 of 2