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Home My WebLink AboutFIELD DENSITY TESTede iral Kt(„:t1VtU Phone 954-784-2941 0 C T 0 4 ZUI18 800.848-1919 Fax 954-784-7875 8 TESTING INC. 250 SIN 13th Ave pmpano Beach, FL 33069 Project: Address Area Te; Material Client: Address Field Density Tests. of Compacted Soils Method 6-6938 posed Residence Lot 30, Creekside Date: September 25, 2018 5 Cobblestone Drive, Fort Pierce, FL Order #: 18DR847 Building Pad Permit #: 0-3 4/9 Light Brown Sand with Traces of Shell 5V Tech: BK St. !facie C®u* Horton, Inc. 430 Culver Drive NE 'aim Bav, FL 32907 Compaction Req.: 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 Centeil of Building Pad 12" FL 6.1 105.8 106.9 12.0 99.0% Yes 2 NE C� ner of Building Pad 12" FL 1 6.6 105.3 • 106.9 12.0 98.5% Yes 3 SW C , rner of Building Pad 12" FL 6.2 106.2 106.9 12.0 99.3% Yes 4' 5 6 7 8 9 10 11 12 13 14 Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer his is a Compaction Test only on the top 12" of the pad and is not a verification of S 'I Bear1w Capacity. Legend for El 'vation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:-4-'= SL = Springlin FL = Final Lift Keith LeBlanc, RE.: - SG = Subgra BG = Below Grade Federal -Engineering & Testir_.g., Inc. BC = Baseco �se BOF = Bottom of Footing Florida teg..No. 59394 a TOP = Top ofipe FG = Finished Grade Certificate"of Authorizatlibn #5471 As a mutual prote tion to clients, the public and ourselves, all reports are submitted as the confidential property of clients, anii.authorization for publication,of statements, conclusions or a cts from or regarding our reports is reserved pending our written approval. A density test determines the d@6r6a of compaction of the tested 1aydr of material only. A density do s not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials_tie!ow t1% p70p6sed stNc;ture. The results do not preclude o, guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying`s?ils will suppvK`tFi� proposed structure without settlemen If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed;to:4aIdi:4* the. suitab%G of the underlying soil to support the roposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed o-n this avcrk: ti PAGE 1 of 2 Compacted Soils',Metliod 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 testin� the top 12" of added fill material. FET was not contraeterJf�tobei-fotm supervision of the building pad preparation. This testing of the added fill material does not include an analysis of thefunderlying soil materials to determine if they are capable of supporting the proposed structure without settlement. ;'LThis densj�ty; compaction test does not warranty any underlying soil materials or conditions below the tested top 12 inches dmaterial. 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 a� 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 thistest and the site must be re -compacted and re -tested prior to construction. Asia 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 I Page 2 of 2 3 cr7 RECEIVED Phone 954-784-2941 1919 era 954-784-7875 S E P 2� z Q 18 Fax 954-784-7875 8 TESTING INC. www.fed-eng.com 250SW13thAV' Pompano Beach, FL33069 ST. Lucie County, Permitting Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 30, Creekside Date: September 25, 2018 Address: 8625 Cobblestone Drive, Fort Pierce, FL Order #: 18DR847 Area Test Building Pad Permit #: 7-2s3ga Material Tjr e: Light Brown Sand with Traces of Shell Tech: BK � q� W "g0Y Client: D.R. Horton, Inc. PAR 1 IAL APPR.� IE o COPY Address: 1430 Culver Drive NE Compaction eq- 95/o 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 CentE of Building Pad 12" FL 6.1 105.8 106.9 12.0 99.0% Yes 2 NE C rner of Building Pad 12" FL 6.6 105.3 106.9 1 12.0 98.5% Yes 3 SW Cprner of Building Pad 12" FL 6.2 106.2 106.9 12.0 99.3% Yes 4 5 6 7 8 9 10 11 12 13 ttaA?r 14 Remarks: lSee Reverse Side Page 2 of 2 for Additional Information for Disclaimer ,. -.! ,• his Is a Compaction Test only on the top 12" of the pad and is not a verification of Soil Bearing Capat jW.Q,, Legend for El ation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: ��,, ., �� „• ; ,,� SL = Springlin FL =Final Lift Keith LeBlanc, P.E. aZz SG = Subgrad BG = Below Grade Federal Engineering & Testing�jlr*`t�°'js�""� V.� BC = Basecoutse BOF = Bottom of Footing Florida Reg. No. 593941 TOP = Top of Pipe FG = Finished Grade Certificate of Authorization'#547,4;' As a mutual prot ion to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or ext cis 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 do 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 uarantee 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 roposed 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