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Home My WebLink AboutENGINEERING TESTING PAPERWORKLAed*w4ftl & TESTING INC. 259 SW 13th Ave Pompano Beach, FL 33069 J SCANNED Phone 954-784.2941 BY • ' , 800-848-1919 St. Lucie Coo Fax 954-784.7875 ,4� 1?j0 M www.fed-eng.com Field Density Tests of Compacted Soils Method D-6938 Client: JMC Contracting, Inc Date: June 5, 2013 Address: 41 E. Ocean Blvd., Stuart, FL 34994 Order #: Project: Proposed Residence Permit #: 13-1542 Address: 1848 Wildcat Cove, Fod-Pierce,_FL- - - - - - Tech: SJ Area Tested: Building Pad Compaction Req.: 95% Material Type: Light Brown Sand w/Shell Fra s & Traces of Rock Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist % 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 NE Comer of Pad 12" FG 7.3 105.9 108.0 10.6 98.1 % Yes 3 Center of Pad 12" FG 7.8 106.6 108.0 10.6 98.7% Yes 4 BE Comer of Pad 12" FG 7.5 107.1 108.0 10.6 99.2% Yes 5 SW Comer of Pad 12" FG 8.2 106.3 108.0 10.6 98.4p/o Yes 6 7 8 9 10 11 J�'0� 12 EC 13 O R,pti. 14� 15� Remarks: See Reverse For Disclaimer y Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: / SL = Springline FL = Final Lift KEITH LEBLANC ' SG = Subgrade BG = Below Grade Professional Engineer #59394 BC = Basecourse BOF = Bottom of Footing Cert. of'Autharizatiori #5471 TOP = Top of Pipe 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 aL LNoriz96'o� fc�publicationG f statements, conclusions or extracts from or regarding our reports is reserved pending our written aproval. A density test determines the degree cfcompactico-otttia tested layer of material only. A density does not replace a soil bearing capacity determination. After laying dormant for a period of 90 days or after heavy raiNstorms: 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 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, 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,L�,t,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 extrabts; from or regarding our reports is reserved pending written approval. %(W It has been a pleasure working with you and look forward to do so in the near future. .YI - .. Phone 954-784-2941 800-848-1919 Lijede--l-1, �/t I 954-784-7875 Fax 954-784-7875 A TESTING INC. www.fed-eng.com 260 SW 13th Ave Pompano Beach, FL 33069 Field Density Tests of Compacted Soils Method D-6938 Client: Address: Project: JMC Contracting, Inc 41 E. Ocean Blvd., Stuart, FL 34994 RV St. Date: June 5, 2013 Order #: 13-1542 Permit #: Address: 1848 Wildcat-Cove,-FortPierce, FL - - Tech: SJ Area Tested: Building Pad Compaction Req.: 95% Material Type: Light Brown Sand w/Shell Frags & Traces of Rock Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 NW Comer of Pad 12" FG 8.1 106.4 108.0 10.6 98.5% Yes 2 NE Comer of Pad 12" FG 7.3 105.9 108.0 10.6 98.1 % Yes 3 Center of Pad 12" FG 7.8 106.6 108.0 10.6 98.7% Yes 4 SE Comer of Pad 12" FG 7.5 107.1 108.0 10.6 99.2% Yes 5 SW Corner of Pad 12" FG 8.2 106.3 108.0 10.6 98.4% Yes 6 7 8 9 10 11 12 13 14 15 Remarks: See Legend for Elevation: PR = Proofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: SL = Springline FL = Final Lift KEITH LEBLANC �/'�3 SG = Subgrade BG = Below Grade Professional Engineer #59394 BC = Basecourse BOF = Bottom of Footing Cert. of Authorization #5471 TOP = Top of Pipe FG = Finished Grade State of Florida As a mutual protection to clients, the public and oursefts, all reports are submitted as the confidential property of clients, and authorization for publ;cXtion of statements, conclusions or extracts from or regarding our reports is reserved pending our written aproval. A density test determines the degree of'ccinpeclior of the tested layer of material only. A density does not replace a soil bearing capacity, determination. After laying dormant for a period of 90 days or after heavy'reiNslorms, 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 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, 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.