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Home My WebLink AboutENGINEERING & TESTINGPhone 954-784-2941 � � � 800-848-19 ederAl 19 Fax 954-784-7875 8 TESTING INC. SCAN ED www.fed-eng.com 250 SW 13th l�'ve Pompano Beach, FL 33069 (� Wit. Lucie c®un2 Client: Mel-Ry Constuction Date: March 26, 2014 Address: 10967 S. Ocean Drive, Jensen Beach, FL 34957 Order #: 14-884 Project: Proposed Residence . Lot 841 Permit #: Address: 10701 S. Ocean Drive, Jensen Beach, FL Tech: AM Area Teslled: Building Pad Compaction Req.: 95% MaterialType: ype: Gray Sand w/Shell Frags Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 NE Comer of Pad 12 FL 8.4 105.1 106.0 11.2 99.2% Yes 2 Center of Pad 12' FL 7.3 104.6 106.0 11.2 98.7% Yes 3 I SW Q'lorner of Pad 12" FL 8.6 103.8 106.0 11.2 97.9% Yes 4 5 6 7 8 9 10 11 12 j 13 I 14 15 i Remarks: See Reverse For Disclaimer Test Performed Only On Top 12" Of Pad Not A Verification Of Soil Bearing Capacity Legend for Elevation: PR = Proofrc II 1,2,3 = 1 st, 2nd, 3rd Lift b i by: %ter SL = S rin li° a FL Final Lift RECEIVED AUGS f , _ P 9 KEITH LEBLANC SG = Subgr de BG = Below Grade Professional Engineer #69J94 BC = Basecc urse BOF = Bottom of Footing Cert. of Auihoriiation #5471 TOP = Top o Pipe FG = Finished Grade State of Florida As a mutual prot fiction to clients, the public and ourselfs, all reports are submitted as the confidential property of clients, and authorizptioii.fgr,Aublication of statements, conclusions or extracts from or regarding our reports is reserved pending our written aproval. A density test determines the degree of compaction of the 'tested layer of material only. A density doles not 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 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. ederAl & TESTING INC. 250 SW 13th 4ve Pompano Beach, FL 33069 1 Z)12-- 00 0 Phone 954-784-2941 800.848.1919 Fax 954-784-7875 www.fed-eng.com 1 Client: Mel-Ry Constuction Date: March 5, 2014 Address 10967 S. Ocean Drive, Jensen Beach, FL 34957 Order #: 14-676/286 Project: Proposed Residence Lot 841 Permit #: Address i 10701 S. Ocean Drive, Jensen Beach, FL Tech: AM Area Te ',I ed: Footings Compaction Req.: 95% Material ype: Gray Sand w/Shell Frags Proctor Method: ASTM D-1557 Test # i TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Cent. r of Footing 12" BOF 8.4 104.2 106.0 11.2 98.3% Yes 2 NE Ilorner of Footing 12" BOF 7.9 103.6 106.0 11.2 97.7% Yes 3 SW i I orner of Footing 12" BOF 6.9 105.4 106.0 11.2 99.4% Yes 4 I 5 6 7 8 9 10 11 12 i 13 14 15 Remarks: See Reverse For Disclaimer Test Performed Only On Top 12" Of Pad Not A Verification Of Soil Fearing Capacity Legend for E evation: PR = Proofr J1I 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: _ SL = Springll I e FL = Final Lift XEITH LEBLANC SG = Subgr RECEI`/EC A de BG = Below Grade UG 1 � ?nu Professional Engineer #59394 BC = Basec curse BOF = Bottom of Footing Cert.-of Authorization #5471 TOP = Top of Pipe FG = Finished Grade State of.Florida Asa mutual prot action to clients, the public and ourselfs, all reports are submitted as the confidential property of clients, and auihoriz3tirn fiorpuhlication of statements, conclusions oreIIItracts from or regarding our reports is reserved pending our written aproval. A density test determines the degree oUcompaction of the tested layer of material only. A density dges not 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. I b 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. j 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. Detennination 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. 250 SW 13th Client: Address: Project: Address: Area Tes Material ' eder "ji la & TESTING INC. Pompano Beach, FL 33069 Phone 954-784-2941 800-848.1919 Fax 954-784-7875 www.fed-eng.com Mel-Ry Constuction Date: March 26, 2014 10967 S. Ocean Drive, Jensen Beach, FL 34957 Order #: 14-884 Proposed Residence Lot 841 Permit #: 10701 S. Ocean. Drive, Jensen Beach, FL Tech: AM ;d: Building Pad Compaction Req.: 95% ape: Gray Sand w/Shell Frags Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture Compaction Pass 1 NE Comer of Pad 12" FL 8.4 105.1 106.0 11.2 99.2% Yes .2 Cent'IrofPad I 12" FL 7.3 104.6 106.0 11.2 98.7% Yes 3 SW ��Lmer of Pad 12" FL 8.6 103.8 106.0 11.2 97.9% Yes 4 , 5 i 6 i 7 i 8 I 9 10 I 11 12 i 13 i 14 i 15 i Remarks See Reverse For Disclaimer Test Performed Only.On Top 12" Of Pad Not A Verification Of Soil Bearing Capacity Legend for levation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: -',(✓ % SL = Sprin!Jline FL = Final Lift KEITH LEBLANC SG = Subgrade BG = Below Grade Professional Engineer #59394 BC = Base�ourse BOF = Bottom of Footing Cer . of Authorization #5471 TOP = Top ;I f Pipe FG = Finished Grade State ofl=lodda , As a mutual pi tection to clients, the public and ourselfs, all reports are submitted as the confidential property of clients, and auihon ation for publicatio of statements, conclusions or extracts from or regarding our reports is reserved pending our -written aproval. A density test determines the degree of cr�rnpacfion-of'the tested layer of material only. A density 'does not replace a soil bearing capacity determination. After laying dormani for, a period of 90 days or after heavy rain/storms, retesting must be performed on this work. i 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. ederal • s T..08TI'UG IlMC. 29 RW 3th Ave Pomp zO—Beach, FL a3059 Mel-ffy Constuction 10907 S. Ocean Drive, Jensen •beach, FL 34957 Phone 964 784-2941 800-848.1919 Fax 954.784-705 www,fe.d•gng.cor►>t apta, March.28, 2014 Order #: 14,884 Prf)j 'ct: i'roposed Rdsidence Lot 841 Pi6nnit # . Add ss: 10701 S, Ocean Drive, ,1en!5en Beach, FL Tech:. AM 0 Area Tested, Guii ft Pad Cumpactibn* Aeq,:• 95 /0 Type: Gray -Sand ytr/Shell. Frags proctor• Method: ASTM D,1557 Test f TE,9T LOCAT3bN Probe l7�pth Elev. Moist ep Dry [lansity PCF Praotor' value P& Optimum Moisture 9'n CarMactlon Pass 1 iNE Corner of Pad 12"' FL 8.4 1.05,1 100.0 11.2 9.9.2% Yes 2 Cenjer if Pad 12" FL 7.3 104.6 106.0 11.2 9.8,7% ices 3 SW Comer of Pad' 12' FL 8.5 103.8 106M 11:2 97.9% Yes. 4 6 6 7 S 9 10 11 12• 13 14 Remrks: See Reverse For Disclaimer Test Perfor, i�rt Tp 12 • of d nt A �tersfication of nil Sarin Ca ac A� Lege ',d tpr Elevation +!�• ,t PR � � roofroll , 1.2.3 =1st, god, 3rd Lift � •�, � SUmi4�eo dI:dlu = . $L• pdngthe rL � Final Lift �: rpa' 0 Pi r Mi3 � � $G.r Subgrade SG = Selovv Grade . �sslonal:Engineer #59394 TOP Top a Pipe FG=. Finished Gradetirlg �'�� fi °fir �'A�, Stelio of Fiorlda i' ,. ��' art, of Aulhorizall6n 71 As e m ,i uat proteoWn to clients, the ppbk and curseffs, all reports are Submitted as the cd0iide7l�tai'C,l�op3r�' of clients, and authorizatt°n.ror publication of•sWItimenfe, eogelus ,, qa or extracts tfdrn or reparding nur reports is reserved pabdtnq our wrltten•aprnval. A denstty.iesiAetermines the omme of odmPacdon of the tested layer of, material ❑ny. A enalty do&a riot refalaW 2 660 beBrN wpaottydetermination. Auer1$yho domlant fora pdrfdd of 9.0 doo.orafter heavy fainrStom4. Wesijw tnusi•ba performed on• thik wA _