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HomeMy WebLinkAboutCompression Test I - I QuEST Consulting Engineering Testing CONCRETE COMPRESSION TEST REPORT Client: Atlas Construction Company Report Date: 6/21/2021 1375 Marseille Drive Mimai Beach, FL 33141 Attention: Mr. Ray Aquit Project: New Residence QuEST Report No.: J-21243.004 4940 Watersong Way Fort Pierce, Florida (34949) Placement Location: Pile No.: 33, 34, 35, 36 & 37 Field Techncian K. Mc Donald Supplier Maschmeyer Placement Date 6/21/21 Concrete Type AC Grout Weather Sunny Design Strength (psi) 5000 Air Temperature (F) 81 Mix Designation 507404400 Concrete Temperature(F)[C-1064] 90 Truck No. 616 Slump(Inches) [C-143] Ticket No. 2488930 Air Content(%) [C-173] Batch Time 10:22 AM Unit Weight(PCF) [C-138] Discharge Time 11:30 AM Water Added on Site (Gal.) Sample Time 11:33 AM Water Authorized By Cylinder Date Concrete Cylinder Cross Section Failure Compressiv Type Remarks No. Tested Age Diameter Area Load Strength of (Days) Inches (Sq. Inches Ibs (psi) Break A 06/28/21 7 3.00 7.07 49970 7070 5 B 07/19/21 28 3.00 7.07 51190 7242 3 B 07/19/21 28 3.00 7.07 52390 7412 5 C 07/19/21 H Remarks All tests done in accordance with applicable ASTM Standards Ref.# Type of Break Min/Max Temperatures for Field Curing were not recorded 1 Cone, 2 Ends Air Content not recorded 2, Cone- Rupture 3 Columnar l° r ' Notes: 21 ' ° 5'� Slde"Fractures Lab.Tech. \ 1T,C6ne, 1 End hSlnCerE{�T, a Ques�Eng>neermg Serulces&Testing, Inc. 4 a 675P.' Quest Engineering Services&Testing, Inc. Jupiter Ph(561) 747 8886 Pompano Beach Ph i(q,$4 5 2^9800 aX Y954)582 9836 AUGERCAST PILE INSTALLATION MONITORING LOG Project Name: New Residence-4940 Watersong Way City: Fort Pierce, Florida (34949) Project No.: J-21243.004 Permit No.: Inspected By: K. Mc Donald Owner: Date: 06/21/21 Page 1 of 2 General Contractor: Grout Strength: 5000 Piling Contractor: Atlas Construction Company Supplier: Maschmeyer iPile ID " 33 34 35 36 37 38 39 40 ,PileD'ia;(Inches) „ '_ `- 16 16 16 16 16 16 16 - 16 Desl' nYFile,Len th€,,eft f :1 28 28 28 28 28 28 28 28 Installed,P,ile Length'(ft) 28 28 28 28 28 28 28 28 Theoretical Pile Vol`,�(dt3),i 39.09 39.09 39.09 39.09 39.09 39.09 39.09 39.09 T No of"Strokes ` 79 78 83 84 79 80 87 81 Pump'Constv(ft3/sfrz;) ....,< 0.560 0.560 0.560 0.560 0.560 0.560 0.560 = 0.560 Groufi°`Consumption+(,ft3) ' 44.24 43.68 46.48 47.04 44.24 44.80 48.72 45.36 Grout Fac$or .L 1.13 1.12 1.19 1.20 1.13 1.15 1.25= 1.16 ;Grountl Eleuation„(,ftj��._ ;, r Rock°`SockeVLength_(ft),t Weather L r a Cloudy Cloudy Cloudy Cloudy Sunny Sunny Sunny Sunny Remarks Truck,No 616 616 616 616 616 649 649 = 649 Comments: Note: Rebar cage consists of: Six#5 Rebar with#3 Ties cD_ 12" o.c, for Full Length = QuEST AUGERCAST PILE INSTALLATION MONITORING LOG Project Name: New Residence -4940 Watersong Way City: Fort Pierce, Florida (34949) Project No.: J-21243.004 Permit No.: Inspected By: K. Mc Donald Owner: Date: 06/21/21 Page 2 of 2 General Contractor: Grout Strength: 5000 Piling Contractor: Atlas Construction Company Supplier: Maschmeyer Pile ID' 41 Pile Dia (ilnches) 16 Design Pileength (.ft) 28 Install, ilkLength 28 Theoretical Pile 1vol;_(ft3.), 39.09 No ofi:Strokes 83 Pump_Const (ft3/str:) 0.560 Grout;;Con'sumption(ft3).; 46.48 Grout:FactorLL 1.19 Grountl,jElevation, s Rock'So,cket�LengtYi_(ft) -� _ Weather Cloudy Remarks Truck No' 649 Comments: Note: Rebar cage consists of: Six#5 Rebar with#3 Ties 6g 12" o.c. for Full Length QuEST i 1 QuEST Consulting Engineering Testing CONCRETE COMPRESSION TEST REPORT Client: Atlas Construction Company Report Date: 6/17/2021 1375 Marseille Drive Mimai Beach, FL 33141 Attention: Mr. Ray Aquit Project: New Residence QuEST Report No.: J-21243.002 4940 Watersong Way. Fort Pierce, Florida (34949) Placement Location: Pile No.: 3, 4 & 5 Field Techncian K. Mc Donald Supplier Maschmeyer Placement Date 6/17/21 Concrete Type AC Grout Weather Sunny Design Strength (psi) 5000 Air Temperature(F) 81 Mix Designation 50740400 Concrete Temperature(F) [C-1064] 87 Truck No. 616 Slump (Inches) [C-143] Ticket No. 6168715 Air Content(%) [C-173] Batch Time 10:39 AM Unit Weight(PCF) [C-138] Discharge Time 12:15 PM Water Added on Site (Gal.) Sample Time 12:18 PM Water Authorized By Cylinder Date Concrete Cylinder Cross Section Failure Compressive Type Remarks No. Tested Age Diameter Area Load Strength of Da s Inches (Sq. Inches Ibs (psi) Break A 06/24121 7 3.00 7.07 23430 3315 5 B. 07/15/21 28 3.00 7.07 38700 5475 5 B 07/15/21 28 3.00 7.07 34720 4912 5 C 07/15121 H Remarks All tests done in accordance with applicable ASTM Standards Ref.# Type of Break Min/Max Temperatures for Field Curing were not recorded 1 Cone, 2 Ends Air Content not recorded 2 Cone-Rupture 3 Columnar Notes: .4 r •-'Shear 5't c.�i•y,Side Fractures Lab. Tech. 61 4 Cone 1 End Sincerely; Quest Engineer'thg.Serviees;&,Testing,:lnc. _'. . Quest Engineering Services&Testing, Inc. Jupiter Ph(561) 747 8886 Pompano Beach Ph"(954),582 9800 Faz f954).582 9836- AUGERCAST PILE INSTALLATION MONITORING LOG Project Name: New Residence-4940 Watersong Way City: Fort Pierce, Florida (34949) Project No.: J-21243.003 Permit No.: Inspected By: K. Mc Donald Owner: - Date: 06/18/21 Page 1 of 3 General Contractor: Grout Strength: 5000 Piling Contractor: Atlas Construction Company Supplier: Maschmeyer - Pile;l'D` 15 16 2 17 18 19 20 21 Pile D,la. (I,nches);: 16 16 16 16 16 16 16 _ - 16 Design Pile 28 28 28 28 28 28 28 28 Installed Ptle',•Length (ft),' 28 28 28 28 28 28 28 28 Theoretical_Pole.Vol:^,(,ft3J:' 39.09 39.09 39.09 39.09 39.09 39.09 39.09 39.09 No of'Sfrolees 88 98 88 85 78 79 81 87 Pump Consf (ft3/str.) 0.560 0.560 0.560 0.560 0.560 0.560 0.560_ 0.560 `Grou4 Consumption,.(ft3) 49.28 54.88 49.28 47.60 43.68 44.24 45.36= 48.72 GroutFactor 1.26 1.40 1.26 1.22 1.12 1.13 1.16 1.25 Ground_Elevation,;(.ft) Rock,Depth Rock:Socket:Length(ft) Weather Sunny Sunny Sunny Sunny Cloudy Cloudy Cloudy Cloudy Remarks Truck."--0 631 631 631 631 616 616 616 616 Comments: Note: Rebar cape consists of: Six#5 Rebar with#3 Ties (a) 12"o.c. for Full Length QuEST y e II AUGERCAST PILE INSTALLATION MONITORING LOG Project Name: New Residence-4940 Watersong Way City: Fort Pierce, Florida (34949) Project No.: J-21243.003 Permit No.: Inspected By: K. Mc Donald Owner: Date: 06/18/21 Page 2 of 3 General Contractor: Grout Strength: 5000 Piling Contractor: Atlas Construction Company' Supplier: Maschmeyer Y a "" 22 23 24 25 26 27 28 - 29 PIIe Diatr�(Ln.cfos`)',' ¢,_ ,; 16 16 16 16 16 16 16 16 D,esignPile,Length�:ry(ft)2.. 28 28 28 28 28 28 28 28 jx l}" p 1, �gy, 28 28 28 28 28 28 28 28 Installed_Pile Len th.;,(tift)_;. rTheoretical..F'ile,Voh(ft3y); 39.09 39.09 39.09 39.09 39.09 39.09 39.09 39.09 No' 82 78 84 85 84 79 78 - 78 PumpConst_(,ft;/strj;;y rt 0.560 0.560 0.560 0.560 0.560 0.560 0.560 0.560 Y, a t` Grout'Comsumption (ft3), 45.92 43.68 47.04 47.60 47.04 44.24 43.68 43.68 GroutsFactor,;, 1.17 1.12 1.20 1.22 1.20 1.13 1.12 1.12 �Ground_Eleyatio�nw(ft) RockGD_epth (ft), „•,_; FRockSocket Length�(ft)= , Weather. '':. .-, Cloudy Sunny Sunny Sunny Sunny Sunny Sunny Sunny RemarksTruck No`;� 616 654 654 654 654 654 183 183 Comments: Note: Rebar cage consists of: Six#5 Rebar with#3 Ties na. 12"o.c. for Full Length = QuEST AUGERCAST PILE INSTALLATION MONITORING LOG Project Name: New Residence-4940 Watersong Way City: Fort Pierce, Florida (34949) Project No.: J-21243.003 Permit No.: Inspected By: K. Mc Donald Owner:. Date: 06/18/21 Page 3 of 3 General Contractor: Grout Strength: 5000 Piling Contractor: Atlas Construction Company Supplier: Maschmeyer 30 31 32 ;Pile Dias(Inch'es), { 16 16 16 Deslgn;Ail; Length;`(ft).,.. 28 28 28 ;InstalledrPile'L'ength;(ft).. 28 28 28 Theoretical Ple,Vol„�(ft3) 39.09 39.09 39.09 No of Strokes 82 90 88 Pump Const_;°.(ft3/str;) 0.560 0.560 0.560 Gr 45.92 50.40 49.28 Grout Factor::; xr. 1.17 1.29 1.26 ':Ground'Elevatlon„(ft),._ 4 ;Rock£Repth�(ft),_ _ '•� ` ;Rock,Socket,Lengtht(ft), Weather. ;.f Cloudy Sunny Sunny Remarks Truck No 183 183 183 Comments: Note: Rebar cage consists of: Six#5 Rebar with#3 Ties Co), 12"o.c. for Full Length QuEST QuEST Consulting Engineering Testing CONCRETE COMPRESSION TEST REPORT Client: Atlas Construction Company Report Date: 6/18/2021 1375 Marseille Drive Mimai Beach, FL 33141 Attention: Mr. Ray Aquit Project: New Residence QuEST Report No.: J-2T243:003__ _ 4940 Watersong Way Fort Pierce, Florida (34949) Placement Location: Pile No.: 18 19 20 21 & 22 Field Techncian K. Mc Donald Supplier Maschmeyer Placement Date 6/18/21 Concrete Type AC Grout 'Weather Cloudy Design Strength (psi) 5000 Air Temperature (F) 82 Mix Designation 50740400 Concrete Temperature (F) [C-1064]90 Truck No. 616 `Slump (Inches) [C-143] Ticket No. 2488814 Air Content(%) [C-173] Batch Time 11:11 AM Unit Weight(PCF) [C-138] Discharge Time 1:20 PM Water Added on Site(Gal.) Sample Time 1:23 PM Water Authorized By Cylinder Date Concrete Cylinder Cross Section Failure CompresSiVE Type Remarks No. Tested Age Diameter Area Load Strength of Da s Inches (Sq. Inches Ibs (psi) Break A 06/25/21 7 3.01 7.12 18040 2535 3 B 07/16/21 28 3.00 7.07 27220 3851 2 B 07/16/21 28 3.0.0 7.07 26320 3724 2 C 08/13/21 56 56-Day Break Remarks All tests done in accordance with applicable ASTM Standards Ref# Type of Break Min/Max Temperatures for Field Curing were not recorded 1 Cone, 2 Ends Air Content not recorded 2 Cone-Rupture 3 Columnar Notes: 4 Shear 5 Side Fractures Lab. Tech. 6 Cone, 1 End Quest Entgmeerng Services &Testing, Inc. '°1 Cam• �� ,y\•a _- .. Quest Engineering Services&Testing, Inc. Jupiter Ph(561) 747 8886 Pompano Beach�h{954_682 9800:Faz(954)582 9836 r, AUGERCAST PILE INSTALLATION MONITORING LOG - Project Name: New Residence-4940 Watersong Way City: Fort Pierce, Florida (34949) Project No.: J-21243.002 Permit No.: Inspected By: K. Mc Donald Owner: Date: 06/17/21 Page 1 of 2 General Contractor: Grout Strength: 5000 Piling Contractor: Atlas Construction Company Supplier: Maschmeyer PileID ,_i _ „ r 3 4 5 6 7 8 9 10 Pile Da (Inches) , 16 16 16 16 16 16 16 16 Designs Pile Length`.;(>ft)' (' 28 28 28 28 28 28 28 28 Iristalletl Pile=Length(ft) 28 28 28 28 28 28 28 = 28 TheoreticalPile,Vol'.(ft3);; 39.09 39.09 39.09 39.09 39.09 39.09 39.09 39.09 No_aof Strokes._._._. 80 85 79 179 77 163 159 148 PumpConst (ft3/str') 0.560 0.560 0.560 0.560 0.560 0.560 0.560 0.560 GroutYConsumption (ft3)` 44.80 47.60 44.24 100.24 43.12 91.28 89.04 82.88 Grout;iFactor'„,, „ :w 1.15 1.22 1.13 2.56 1.10 2.33 2.28 _ 2.12 GroundElevatioriz,(ff), - Rock Deptl .(ft)„ Rock;$ocket Length (W Weather`._, =,,. Sunny Sunny Sunny Sunny Sunny Sunny Sunny Sunny �Rernarks =ruck No, 616 616 616 616 437 437 437 : _ 448 Comments: Note: Rebar cage consists of: Six#5 Rebar with#3 Ties (cD, 12" o.c. for Full Length QuEST f AUGERCAST PILE INSTALLATION MONITORING LOG Project Name: New Residence-4940 Watersong Way City: Fort Pierce, Florida (34949) Project No.: J-21243.002 Permit No.: Inspected By: K. Mc Donald Owner: Date: 06/17/21 Page 2 of 2 General Contractor: Grout Strength: 5000 Piling Contractor: Atlas Construction Company Supplier: Maschmeyer e'�D ; , _.,.., 11 12 13 14 ;PilerDla (Inches) _~ ,, 16 16 16 16 bestgn,Pile„Length (ft) 28 28 28 28 Installed Pile;Lengfht_(ft),_, 28 28 28 28 l heoretical Pile�Vol (.ft3j? 39.09 39.09 39.09 39.09 No of Strokes' 85 82 84 81 Pump.Cpnst,.,(ft3/str,); s 0.560 0.560 0.560 0.560 G�ou$Consumptlon;(ft3)., 47.60 45.92 47.04 45.36 ;Grout.Factor w. 1.22 1.17 1.20 1.16 GroundElevationr(ft)? ._ RockSocket��Length;';(ft) Weather,...:.::: .: .:........ ..._` Sunny Sunny Sunny Sunny Remarks Tr=uck No 418 418 418 418 _ Comments: Note: Rebar cage consists of: Six#5 Rebar with#3 Ties (a, 12"o.c. for Full Length QuEST QuESTConsulting Engineering Testing CONCRETE COMPRESSION TEST REPORT Client: Atlas Construction Company Report Date: 6/14/2021 1375 Marseille Drive Mimai Beach, FL 33141 Attention: Mr. Ray Aquit Project: New Residence QuEST Report No.: J-21243.001 4940 Watersong Way Fort Pierce, Florida(34949) Placement Location: Pile No.: 1 Field Techncian K. Mc Donald Supplier Maschmeyer Placement Date 6/14/21 Concrete Type AC Grout Weather Sunny Design Strength (psi) 5000 Air Temperature(F) 86 Mix Designation 50740400 Concrete Temperature(F) [C-1064] 90 Truck No. 654 Slump(Inches) [C-143] Ticket No. 2488420 Air Content(%) [C-173] Batch Time 10:31 AM Unit Weight(PCF) [C-138] Discharge Time 12:15 PM. Water Added on Site(Gal.) Sample Time 12:18 PM Water Authorized By Cylinder Date Concrete Cylinder Cross Section Failure Compressive Type Remarks No. Tested Age Diameter Area Load Strength of (Days) Inches (Sq. Inches Ibs (psi) Break A 06/21/21 7 3.01 7.12 21950 3085 6 B 07/12/21 28 3.01 7.12 38900 .5467 5 B 07/12/21 28 3.01 7.12 37950 5334 5 C 07/12/21 H Remarks All tests done in accordance with applicable ASTM Standards Ref# Type of Break Min/Max Temperatures for Field Curing were not recorded 1 Cone, 2 Ends Air Content not recorded 2 Cone- Rupture 3 Columnar Notes: 4 Shear 5 Side Fractures Lab. Tech. 6 Cone, 1 End Sincerely, Quest Engineering Services&Testing, Inc. Re Ja n, P.E. Quest Engineering Services&Testing, Inc. Jupiter Ph(561) 747 8886 Pompano Beach Ph(954)562 9800 Fax(954)582 9836 AUGERCAST PILE INSTALLATION MONITORING LOG Project Name: New Residence-4940 Watersong Way City: Fort Pierce, Florida (34949) Project No.: J-21243.001 Permit No.: Inspected By: K. Mc Donald Owner: Date: 06/14/21 Page 1 of 1 General Contractor: Grout Strength: 5000 Piling Contractor: Atlas Construction Company Supplier: Maschmeyer Pile ID 1 Pile Dia. (Inches) 16 Design;Pile Length (ft) 28 Installed Pile Length';(ft) ' 28 Theoretical Pile Vol.:(ft) 39.09 No: of Strokes 75 Pump Const. (ft3/str) 0.560 Grout Consumption (ft) 42.00 Grout Factor 1.07 Ground Elevation (ft) Rock Depth (ft) Rock Socket Length,(ft) Weather Sunny Remarks: Truck No. 654 Comments: Note: Rebar cage consists of: Six#5 Rebar with#3 Ties (a). 12"o.c. for Full Lenqth QuEST