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Home My WebLink AboutENGINEERING & TESTINGI Frog: e era & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 PerMt 04/15 ?013 13:36 #791 P.001/001 Phone 954.784-2941 1919 964-784-7875 Fax 954-784-T875 c��'Afi1 fl�ll�� www.fed-eng.com Client: Mel-Ry Constuction v 1 �� $�'��'�' Date: - April 12, 2013 Address: 10967 S. Ocean Drive, Jensen Beach, FL 34957 Order #: 13-1062/261 Project: Proposed Residence Lot 200 Permit #: Address: 10725 S. Ocean Drive, Jensen Beach, FL Tech: SJ Area Tested: Footings I Compaction Req.: 95% Material Type: Pale Brown Sand w/Shell Frags Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth p Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 NE Comer of Footings j 12" BOF 9.3 106.5 108.9 12.1 97.8% Yes 2 SW Comer of Footings 12" BOF 8.6 107.3 108.9 12.1 98.5% Yes 3 SE Corner of Footings 112" BOF 8.5 107.1 108.9 12.1 98.3% Yes 4 5 6 7 8 9 10 11 12 13 i 14 15 Remarks: See Reverse For Disclaimer o♦��1�1N.L�� 4�0 Legend for Elevation: ♦,`� �`GENSF• . PR = Proofroll 7 2,3 = 9st, 2nd, 3rd Liftl1fPlter�6y893 SL = Springline FL = Final Lift 3t ITN LEA I SG = Subgrade BG =Below Grade Profe�Ssiod$rjineer #59394/'T/ BC = Basecourse BOF =Bottom of Footing ':sr,'00p01 a tion #5471 TOP =Top of Pipe FG =Finished Grade �j0�(••,F a As a mutual protection to clients, the public and ourselfs, all reporls are submitted as the confidential p 1 �horizaUon for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written aproval. A density test 4111MI lie degree of compaction of the tested layer of material only. A density does not replace a soil bearing capacity determination. Aftei laying dormant for a period of 90 days or after heavy rainstorms, retesting must be performed on this work. i Phone 9.%-784-2941:4 \ 80048-1919 edetal,l Fax 954784-7875 & TESTING INC. I www.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 i Client: Mel-Ry Constuction Address: 10967 S. Ocean Project: Address Date: April 12, 2013 Jensen Beach, FL 34957 Order #: 13-1062/261 Proposed Residence Lot 206 Permit #: Area Tested: Footi Material Type: Pale Brown Sand w/Shell Frags I Compaction Req.: 95% Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 NE Corner of Footings 12" BOF 9.3 106.5 108.9 12.1 97.8% Yes 2 1 SW Corner of Footings 1 1!2" 1 BOF 8.6 1 107.3 108.9 12.1 98.5% Yes 3 SE Corner of Footings 1,2" BOF . 8.5 107.1 108.9 12.1 98.3% Yes 4 i 5 I 6 7 8 9 10 I 11 12 13 i 14 15 Remarks: See Reverse For Disclaimer .,r IVE , Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift SL = Springline FL = Final Lift SG = Subgrade BG = Below Grade Submitted by: KEITH LEBLANC Professional Engineer#59394 �/r � BC = Basecourse BOF = Bottom of Footing Cert. of Authorization #5471 TOP = Top of Pipe FG = Finished Grade I 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 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 does 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 Pursuant to your request, Federal Engineering & Testing, Inc has perfonned 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 detennination. 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 perfonned. 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. ��ail �.. r Phone 954-784-2941 L4 e r all 800-848-1919 Fax 954.784-7875 & TESTING INC. www.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 j 13oS� 0 I -7 �F Client: Mel-Ry Constuction Date: August 28, 2013 Address: 10967 S. Ocean Drive, Jensen Beach, FL 34957 Order #: 13-2356/577 Project: Address: 10851 S. Area Tested: Residence Lot 108 ocean Drive, Jensen BeE Pad Material Type: Pale Brown Sand w/Shell Frags! I FL Permit #: Tech: SJ Compaction Req.: 95% Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist oho Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 NW Corner of Pad 12" FG 8.2 106.5 107.7 12.1 98.9% Yes 2 1 NE Comer of Pad 12 FG 1 7.7 107.9 107.7 12.1 100.2% Yes 3 SE Corner of Pad I 12'1' FG 7.9 107.3 107.7 12.1 99.6% Yes 4 I 5 6 I 7 8 I 9 10 11 12 13 1 14 ^� 15 Remarks: See Reverse For Disclaimer Test Performed Only On Top 12" Of Pad Not A Verification OfSoil_B,i Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: SL = Springline FL = Final Lift RECE/V , KEITH LEBLANC ED'Np SG = Subgrade BG = Below Grade V 06 ?013 Professional Engineer-#5,9394 ` BC = Basecourse BOF = Bottom of Footing Cert. of Authorization #5471 TOP = Top of Pipe FG = Finished Grade State of Fiofida As a mutual protection to clients, the public and ourselfs, all reports are submitted as the confidential property of clients, and aothorizat on for publication of.statements, conclusions or extracts from or regarding our reports is reserved pending our written aproval. A density test determines the degree of comp"'at tiorrof the tested layer of material only. A density does not replace a soil bearing capacity determination. After layi g dormant for a period of 90 days or after heavy rain/storrns, retasting 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. Fro, 13:36 -#791 P.0014001 ,. Phone 954-784-2941 edereal J_ 800, 843-1919 �Fax 954.784.7875 iHSTta1G 1MG. I www.fed-eng.corn 260 saw 1M An Pampane Beanh, Ft 33M I Client: Met -ay Clonstuction Date: Aril 12, 2013 Address: 10967 S. Ocean Drive, Jensen Beach, FL 34957 Order #_ 13-10621261 Project: Proposed Residence Lot 200 Permit M I . 5 S. Ocean Drive, , Tech: SJ Jensen BeachFL Address, 1t)7Z ,,,...,., Area Tested: Footfn S Compaction Req, 95% Material Type: Pale Brown Sand w/Shell Eras Praetor Method. ASTM D-1657 I Test # TEST LOCATION Probe Elev_ Moist per Density roctor Value optimum Moisture Compaction Pass ti t PCF PCF % 1 NE Comer of Footles 12" BOF 9.3 106.5 108.9 12.1 97.8% Yes 2 SW Corner of Footings 12" 80F 8.6 107.3 108.9 12.1 1 98-5% Yes i 3 Sir Comer of Fobtin s 12" BOF 8_15 107.1 108.9 12.1 983% Yes 4 5 6 7 8 9 10 11 12 I 13 t14 Remarks: See Reverse For Disclaimer��i� lL� Legend for Elevation:' PR;-- Proofrolf 1,2.3 AV� �;� =1st, end, 3rd l.lit 3}. 3prtnSEtrle FL = Final Lift SO := Subgrade SG Below Grade ; ITN LEB "x, BC = saseouurse BOF = Bottom of Footing sio irreer#1b939A / 1 � �� STD Qf � lion #5471 TOP = Top of Pipe FG = Finished Graoe G '•.�' t$ a `(, Ae a mutual proteerion to cliemo, the pvbltc and ourseft. ad reports are submitted o6 the cor&wdential p zoom for pubmawn orswement6. wridusloft or extw% from or regarding our rpporta is reserved pe lidOg our written eprowl. A dons +tY testown 009ft of wm pacdton of the tesmd Iayar of matanat ordy. A damity does not roplace a soil bearing eepacity determination. ABsr laying thle work. dormant far a p¢rtpd of $0 days or after heavy ralydstornts. retesting mgst be performed on