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HomeMy WebLinkAboutFEDERAL ENGINEERING AND TESTINGG �F r `1 ederal �. ngineering esting, Ine.1�T� AM Project: Pri Address: 72 Area Tested: Material Type: Field Density Tests of Corn Residence Brown Sand with Some FL 34952 0.ecravw Phone: 964-784-2941 E-Fax: 954-784-7875 admin@fed-eng.com www.fed-eng.com D-6938 Date: December 4, 2019 Order M 19CMT3058 Permit #: SLa /QD F _ b1o33 Tech: AM Client: Groza Builders, Inc. Address: 511 SW Port St. Lucie Blvd. Compaction Req Port St. Lucie, FL 34953 Proctor Method: 95% ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 NE Corner of Building Pad 12" FL 6.7 114.7 115.0 11.0 99.7% Yes 2 SE Corner of Building Pad 12" FL 6.0 113.0 115.0 11.0 98.3% Yes 3 SW Corner of Building Pad 12" FL 6.8 114.2 115.0 1 11.0 99.3% 1 Yes 4 NW Corner of Building Pad 12" FL 5.4 115.7 115.0 11.0 100.6% Yes 5 6 7 8 9 10 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 Soil Bearing Capacity. Legend for Elevation: PR = Proofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: �rC SL = Springline FL = Final Lift Keith LeBlanc,,P.E. (f f a SG = Subgrade BG = Below Grade Federal Engirfeering &,Testing in . ' BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394 TOP = Top of Pipe FG = Finished Grade Certificate of Authorization #-9471: 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 degrge of cempactiontof.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 material's below the, propo'sad 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 underiyingsols'wif support the proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be Iparfonned 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 mimstonns, retesting must be performed on this work. PAGE 1 of 2 Compacted Soils 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-redegree o�on 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, utility or footing 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 as the confidential property of our client and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. It has been a pleasure working with you and we look forward to doing so in the near future. 9 Page 2 of 2 © ederal Phone:954784.2941 ®- O'. E-fax:".954-784-7875 ng�neer�ng - Q d-eng.ccm est�ng, Inc. - .. WWw.fed=eng:com lorida 33_334 No: 200 Wash Sieve Analysis Date: . Wednesday, December 4, 2019 Job Order Number 19CMT3058 Groza Builders, Inc. 511 SW Port, St. Lucie Blvd. Port St. Lucie, FL 34953 RE-. ::Engineering Services Proposed Residence 7204. Shanas.Trai1 Port St. Lucie, FL 34952 RESULT OF TESTS Location: Building Pad . . Sampled By: AM Reported To: Client Sample Description: Brown Sand'witli Some Rock Weight:_ 554.65. g Tested By: S1(TIN # J32378081-.000) Checked By: KL. Respectfully Submitted, -Keith LeBlanc,P.E: Fe deral Engineering & Testing, -Inc: ; Florida Registration # 59394_ Certificate of Authorization..#}5471 IT;,fJo ngineering. ,,Westing, Inc. Phone 954-784 2941 E Fax 094 784-7875 . admin@fed-eng corn . www:fed-eng:corri - 3370 NE 5th Avenue Oakland Park, Florida 33334 PROCTOR COMPACTION TEST DATE SAMPLED: 12/4/2019_ .. DATE TESTED: 12/6/2019 SAMPLE M 19CMT3058. . CLIENT: Groza Builders, Inc. ADDRESS: 511 SW Port St..Lucie Blvd. PortSt. Lucie, .FL 34953 .. PROJECT:. Proposed Residence . LOCATION: 7204 Shanas Trail, Port St..Lucie,:FL 34952 - Sampled from Building Pad MATERIAL DESCRIPTION: Brown Sand with Some Rock . MATERIAL M N/A SAMPLED BY: AM TESTED BY: SJ . - TIN #: J32378081-000 SPECIFICATION GOVERNING: ASTM D-1557 LAB NO: 104035 RESULTS OF TEST: The following compaction test was conducted in accordance with the Standard Methods of Moisture Density Relations of soil using a 10.lb. Hammer and an 18" drop as perthe•above specified method. MOISTURE % WET DENSITY (PCF) DRY DENSITY (PCF) 8.5 123.5 113.8. 10.3 . 126.7 114.9 12.4 129.0 114.8 13.8 129.4 113.7 115.2 115.0 114.8 U 114:6 y 'Vi 114.4 c a 114.2 114.0 113.8 113.6 8 9 10 11 .12 13 Moisture (%). 14 Optimum Moisture (Percentage) 11.0 Maximum _Dry Density (lbs./cu. Ft.) 115.0 PCF Respectfully Submitted, Keith LeBlanc, P.E. 191 Federal Engineering & Testing,.lnc... ' Florida Reg. No 59394 Certificate of Authorization No. 5471 QCI AV ® .M FDOT J l�