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Home My WebLink AboutENGINEERING & TESTINGedertil I =U Lei I 'N 4 4 IMill & TESTING INC. 250 SW 13th AYp Pompano Beach, FL 33069 Client: Address: Project: Address: Area Te Material SCANNED By St. Lucie count Field Density Tests of Compacted Soils Method D-6938 Phone 954-784-2941 800-848-1919 Fax 954-784-7875 www.fed-eng.com JMC Contracting, Inc Date: June 5, 2013 41 E. Ocean Blvd., Stuart, FL 34994 Order #: 13-1542 Proposed Residence Permit #: 1848 Wildcat Cove, Fort Pierce, FL Tech: SJ ;d: Building Pad Compaction Req.: 95% ipe: Light Brown Sand w/Shell Frags & Traces of Rock Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist % Dry Density Proctor Value Optimum Moisture Compaction Pass PCF PCF % 1 NW Jrner of Pad 12" FG 8.1 106.4 108.0 10.6 98.5% Yes 2 NE Coiner of Pad 12" FG 7.3 105.9 108.0 10.6 98.1 % Yes 3 Center �1,bf Pad 12" FG 7.8 106.6 108.0 10.6 98.7% Yes 4 SEC fter of Pad 12" FG 7.5 107.1 108.0 10.6 99.2% Yes 5 SW Ca! ner of Pad 12" FG 8.2 106.3 108.0 10.6 98.4% Yes 6 l 7 8 9 10 EC 12 13 jD�D 14 ;I 15� Remarks: SIlee Reverse For Disclaimer Legend for El4ation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: ✓!(,fie SL — Springline FL Final Lift KEITH LEBLANC / SG = Subgrade BG = Below Grade Professional Engineer #559394 BC = Basecou �r BOF = Bottom of Footing Cert. of-Authorizatioli #5471 := TOP = Top of P'I a FG = Finished Grade State of F lorida- As a mutual protecti,to clients, the public and ourselfs, all reports are submitted as the confidential property of clients, and authorizatibn-fo�publication,Ifatatements, conclusions or extra fs from or regarding our reports Is reserved pending our written aproval. A density test determines the degree of.,coinpactio n af.ttie tested layer of material only. A density does, `ot replace a soil bearing capacity determination. After laying dormant for a period of 90 days or after heavy rain/storms; retestinginust be performed on, this work. , Pursuant to your request, Federal Engineering & Testing, Inc 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 client prior to construction to verify subsoil 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 cominon 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 berelied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, 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. 4A, 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 look forward to do so in the near future. eder.31 U2rH1:9a= & TESTING INC. 250 SW 13th A ,e Pompano Beach, FL 33069 Client: Address: Project: Address: Area Test Material Field Density Tests of Compacted Soils Method D-6938 Phone 954-784-2941 800-848-1919 Fax 954-784-7875 www.fed-eng.com JMC Contracting, Inc Date: June 5, 2013 41 E. Ocean Blvd., Stuart, FL 34994 Order #: 13-1542 Proposed Residence Permit #: 1848 Wildcat Cove, Fort Pierce, FL Tech: SJ :d: Building Pad Compaction Req.: 95% (pe: Light Brown Sand w/Shell Frags & Traces of Rock Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist ° �0 Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 NW Corner of Pad 12" FG 8.1 106.4 108.0 10.6 98.5% Yes 2 6I NEC ner of Pad 12" FG 7.3 105.9 108.0 10.6 98.1 % Yes 3 i Centers of Pad 12" FG 7.8 106.6 .108.0 10.6 98.7% Yes 4 SE Corner of Pad 12" FG 7.5 107.1 108.0 10.6 1 99.2% Yes 5 I SW Corner of Pad 12" FG 8.2 106.3 108.0 10.6 98.4% Yes 6 i 7 ! 8 9 I! 10 11 �.I 12 If 13 14 i ! 15 Remarks: $ee Reverse For Disclaimer Legend for Ele Nation: / PR = Proofroll ! 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:��fe SL = Springline FL = Final Lift KEITH LEBLANC SG = Subgrad BG = Below Grade Professional Engineer #59394 BC = Basecou a BOF = Bottom of Footing Cert. of Authorization #5471 TOP = Top of 'Ipe FG = Finished Grade State of Florida As a mutual protection to clients, the public and ourselfs, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extralcts from or regarding our reports is reserved pending our written aproval. A density test determines the degree of'cc npactiori of the�tested layer of material only. A density doesi'rot replace a soil bearing capacity determination. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this work. Pursuant to your request, Federal Engineering & Testing, Inc 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 client prior to construction to verify subsoil 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'fdr 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, 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 look forward to do so in the near future.