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Home My WebLink AboutFIELD DENSITY TESTLF7; edeia 8 TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 h Phone 954-784-2941 RECEIVED 800-848-1919 Fax 954-784-7875 JUL 9, 4 'A 18 www.fed-eng.com Field Density Tests 16dSoftr'M thod D-6938 Project: Proposed Residence Lot 8, Creekside Date: July 12, 2018 Address: - 3130 Tidewater Circle, Fort Pierce, FL Order M 18DR633 Area Tested: Building Pad Permit #: I rZ - 06S Material Type: Light Brown Sand with Traces of Shell Tech: TS 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 NW Corner of Building Pad 12" FL 10.8 111.3 110.5 12.0 100.7% Yes 2 1 Center of Building Pad 12" 1 FL 11.2 110.7 110.5 12.0 100.2% Yes 3 SE Corner of Bui . Iding Pad 12" FL 8.6 116.0 110.5 12.0 105.0% Yes 4 5 6 7 8 9 10 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 Soil Bearing Ca_pacity. Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: ! _ SL = Springline FL = Final Lift Keith LeBlanc,'P.E.. = _ APPROVEE)k7 SG = Subgrade BG = Below Grade Federal Engineering � Testing, Inc.'.'-, BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394 � V 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 "gr e� f compaction of thq.tested_lsyer of material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil maferials:below tiiv oroposeid'stm`ctiur& 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 underlyirg:soils-will support t44 proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluafe4ie'sultahility 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 tr;is wo...' PAGE 1 of 2 Compacted�Soils Method D-6038 Disclaimer Pursuant to your request, Federal Engineerindl&'"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 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. Page 2 of 2 1 ( RECEIVEC- Phone 954-784-2941 1919 ederal 954-784-7875 JUL 1 8 2018 Fax 954-784-7875 i,& TESTING INC. ST. Lucie County, Permitting W�•fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 Field Density Tests,of. Compacted Soils Method - D-6938 Project: Address: July 12, 2018 3130 Tidewater Circle, Fort Pierce, FL Order #: 18DR633 Area Tested: Building Pad Permit #: / ,%/2 7.� Material Type: Light Brown Sand with Traces of Shell Tech:. TS Proposed Residence Lot 8, Creekside Date: 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. , h Dry Density PCF Proctor - Value PCF Optimum Moisture % Compaction Pass 1 NW Comer of Building Pad 12" FL 10.8 111:3 110.5 12.0 100.7% Yes 2 Center of Building Pad 12" FL 11.2 110.7 110.5 12.0 100.2% Yes 3 SE Corner of Building Pad 12" FL 8.6 . 116.0 J10.5 12.0 105.0% Yes 4 5 6 7 8 9 10 11 12 13 14 \®H111 Z Remarks: see Reverse Side This is a ge 2 of 2) for Additional -Info= Test only on the top 12" of the Legend for Elevation: PR = Proofroll 1,2,3 = 1 st, 2nd, 3rd Lift SL = Springline FL Final Lift SG = Subgrade BG = Below Grade BC = Basecourse BOF = Bottom of Footing TOP = Top of Pipe FG = Finished Grade for Disclaimer and is not a verification Submitted by: Keith LeBlanc, P.E: Federal Engine: j Florida Reg. No. 593,19 Certificate of Authorizatiori ' V. i c'R 0999- i �. tSTAT � 4 (!3 t° - As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for putill"c&tlohbT'sietements, 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