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HomeMy WebLinkAboutDOCUMENT 660 Community Dr Construction Observation & Testing 2017-03-30 Earth Engineering Consultants, LLC EEC Project No. 1164046 Estes Valley Community Center – Estes Park, Colorado March 30, 2017 Page 2 cc: RLH Engineering, Inc. - Mr. Travis Guerette (tguerette@rlhengineering.com) Adolfson & Peterson Construction Mr. Tom Purcell (tpurcell@a-p.com) Adolfson & Peterson Construction Mr. Quintin Quimby (qquimby@a-p.com) Adolfson & Peterson Construction Mr. Jason Heustis (jheustis@a-p.com) Adolfson & Peterson Construction Mr. Les Fernando (lfernando@a-p.com) Adolfson & Peterson Construction Mr. Josh Cohen (jcohen@a-p.com) Martin & Martin Ed Sabia (esabia@martinmartin.com) Ohlson Lavoie Collaborative Laine McLaughlin (lmclaughlin@olcdesigns.com) Ohlson Lavoie Collaborative Robert McDonald (rmcdonald@olcdesigns.com) Van Horn Engineering and Surveying, Inc. – Mr. David Bangs davidvhe@airbits.com Estes Valley Community Center - CONCRETE Summary to Date for FOUNDATIONS 660 Community Drive - Southeast Corner of Manford Drive and Community Drive EEC Project No. 1164046 Achieves Design 7-Day Compressive Strength, 28-Day Compressive Strength, Strength of 4500 Set No. Date PSI ResultsPSI Resultspsi and/or Comments 61/20/1752006060 YES 71/25/1750806570 YES 81/26/1745405580 YES 92/7/1752305820 YES 102/7/1747405840 YES 112/9/1743805640 YES 122/14/1758906450 YES 132/14/1749605990 YES 142/17/1748205950 YES 152/21/1740805260 YES 162/27/1751106020 YES 173/1/175260 YES In excess of 75% 183/2/174250 @ 7 Days 193/6/175290 YES 203/7/175580 YES 213/9/175030 YES 223/10/174680 YES In excess of 75% 233/13/174460 @ 7 Days Average 49205930 Note: ALL Foundation related concrete has achieved and/or exceeded the required design strength of at least 4500 psi. Based on these results the steel erection could procced. EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:1/20/2017Test No.:6 Placement Location:Perimeter Footings - Gridlines L&5.5 to 3&J.3 and Elevator Pad at A6 & AH Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39007882Truck Number:225 Mix Code:CD4405 Water Added on Site:None Batch Time:9:05 AMSample Time:9:40 AMYards:10of50 Required 28 Day Compressive Strength (psi):4500EEC Technician:GG Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1434.75" Air Content (%)ASTM C2315.5% Unit Weight (pcf)ASTM C138144.6---- Concrete Temperature (deg F)ASTM C10646590° Max Air Temperature at Placement (deg F)32---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 6B01/27/177653508412.57Shear52005200 6D02/17/1728784108412.57Shear6240 6060 6D102/17/1728765408412.57Shear6090 6D202/17/1728735208412.57Shear5850 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:1/25/2017Test No.:7 Placement Location:Footing - Grid Lines J.3 to G Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39007902Truck Number:233 Mix Code:CD4405 Water Added on Site:None Batch Time:8:40 AMSample Time:9:20 AMYards:10of30 Required 28 Day Compressive Strength (psi):4500EEC Technician:GG Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1435" Air Content (%)ASTM C2315.6% Unit Weight (pcf)ASTM C138144.2---- Concrete Temperature (deg F)ASTM C10646490° Max Air Temperature at Placement (deg F)35---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 7B02/01/177638508412.57Shear50805080 7D02/22/1728824108412.57Shear6560 6570 7D102/22/1728789808412.57Shear6290 7D202/22/1728861008412.57Shear6850 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:1/26/2017Test No.:8 Placement Location:Footings - Grid Lines L, 5.5 Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39007909Truck Number:212 Mix Code:CD4405 Water Added on Site:None Batch Time:8:50 AMSample Time:9:15 AMYards:10of70 Required 28 Day Compressive Strength (psi):4500EEC Technician:GG Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1434.75"5"5"4.75" Air Content (%)ASTM C2315%6.5% Unit Weight (pcf)ASTM C138144.2143.0---- Concrete Temperature (deg F)ASTM C10645690° Max Air Temperature at Placement (deg F)12---- EEC personnel was requested to perform field properties on each of the 4 concrete trucks delivering material to the project site. Comments: Each individual truck results are provided above. COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 8B02/02/177570708412.57Shear45404540 8D02/23/1728737008412.57Shear5860 5580 8D102/23/1728717608412.57Shear5710 8D202/23/1728650508412.57Shear5180 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:2/7/2017Test No.:9 Placement Location: Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39007974Truck Number:233 Mix Code:CD4405 Water Added on Site:None Batch Time:8:28 AMSample Time:9:10 AMYards:10of70 Required 28 Day Compressive Strength (psi):4500EEC Technician:GG Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1434" Air Content (%)ASTM C2317.5% Unit Weight (pcf)ASTM C138140.6---- Concrete Temperature (deg F)ASTM C10646290° Max Air Temperature at Placement (deg F)39---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 9B02/14/177656608412.57Shear52305230 9D03/07/1728738908412.57Shear5880 5820 9D103/07/1728704608412.57Shear5610 9D203/07/1728749608412.57Shear5970 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:2/7/2017Test No.:10 Placement Location: Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39007978Truck Number:233 Mix Code:CD4405 Water Added on Site:None Batch Time:9:55 AMSample Time:10:20 AMYards:50of50 Required 28 Day Compressive Strength (psi):4500EEC Technician:GG Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1435" Air Content (%)ASTM C2316.5% Unit Weight (pcf)ASTM C138142.2---- Concrete Temperature (deg F)ASTM C10646290° Max Air Temperature at Placement (deg F)40---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 10B02/14/177595608412.57Shear47404740 10D03/07/1728754308412.57Shear6000 5840 10D103/07/1728729708412.57Shear5810 10D203/07/1728717508412.57Shear5710 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:2/9/2017Test No.:11 Placement Location:Perimeter Footings - Grid Lines D.9, 3 Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39007994Truck Number:212 Mix Code:CD4405 Water Added on Site:None Batch Time:8:30 AMSample Time:9:10 AMYards:10of30 Required 28 Day Compressive Strength (psi):4500EEC Technician:GG Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1435" Air Content (%)ASTM C2316.2% Unit Weight (pcf)ASTM C138142.6---- Concrete Temperature (deg F)ASTM C10646590° Max Air Temperature at Placement (deg F)48---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 11B02/16/177550308412.57Shear43804380 11D03/09/1728698308412.57Shear5560 5640 11D103/09/1728716708412.57Shear5700 11D203/09/1728710208412.57Shear5650 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:2/14/2017Test No.:12 Placement Location:Wall - Gridline L - 6 Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39008019Truck Number:233 Mix Code:CD4405 Water Added on Site:None Batch Time:9:28 AMSample Time:10:15 AMYards:10of90 Required 28 Day Compressive Strength (psi):4500EEC Technician:KW Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1433.5" Air Content (%)ASTM C2315.4% Unit Weight (pcf)ASTM C138145.7---- Concrete Temperature (deg F)ASTM C10646090° Max Air Temperature at Placement (deg F)40---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 12B02/21/177740508412.57Shear58905890 12D03/14/1728808508412.57Shear6430 6450 12D103/14/1728829708412.57Shear6600 12D203/14/1728795508412.57Shear6330 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:2/14/2017Test No.:13 Placement Location:Wall - Gridline L - 8 Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39008024Truck Number:1734 Mix Code:cd4405 Water Added on Site:None Batch Time:11:00 AMSample Time:11:45 AMYards:50of90 Required 28 Day Compressive Strength (psi):4500EEC Technician:KW Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1435" Air Content (%)ASTM C2316% Unit Weight (pcf)ASTM C138144.5---- Concrete Temperature (deg F)ASTM C10646490° Max Air Temperature at Placement (deg F)45---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 13B02/21/177623508412.57Shear49604960 13D03/14/1728759008412.57Shear6040 5990 13D103/14/1728703808412.57Shear5600 13D203/14/1728794608412.57Shear6320 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:2/17/2017Test No.:14 Placement Location:Footing Pad - Grid Lines J, 4 Concrete Supplier:Martin MariettaType of Placement:Chute Ticket Number:39008039Truck Number:233 Mix Code:CD4405 Water Added on Site:None Batch Time:10:30 AMSample Time:11:05 AMYards:10of10 Required 28 Day Compressive Strength (psi):4500EEC Technician:KW Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1434.5" Air Content (%)ASTM C2316.5% Unit Weight (pcf)ASTM C138142.6---- Concrete Temperature (deg F)ASTM C10646590° Max Air Temperature at Placement (deg F)55---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 14B02/24/177605908412.57Shear48204820 14D03/17/1728730308412.57Shear5810 5950 14D103/17/1728755208412.57Shear6010 14D203/17/1728758008412.57Shear6030 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:2/21/2017Test No.:15 Placement Location:Wall - Grid Lines H,3 Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39008055Truck Number:212 Mix Code:CD4405 Water Added on Site:None Batch Time:9:54 AMSample Time:10:35 AMYards:10of40 Required 28 Day Compressive Strength (psi):4500EEC Technician:KW Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1435" Air Content (%)ASTM C2317.5% Unit Weight (pcf)ASTM C138140.0---- Concrete Temperature (deg F)ASTM C10646690° Max Air Temperature at Placement (deg F)55---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 15B02/28/177512508412.57Shear40804080 15D03/21/1728693208412.57Shear5520 5260 15D103/21/1728624608412.57Shear4970 15D203/21/1728664008412.57Shear5280 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:2/27/2017Test No.:16 Placement Location:Foundation Walls - Lines E-B & Along A & B, 3-5.8 & Footings E7, F7, H7, K7, K6.5, K5.8, K4.7 Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39008079Truck Number:212 Mix Code:CF4405 Water Added on Site:None Batch Time:12:01 PMSample Time:12:40 PMYards:10of40.1 Required 28 Day Compressive Strength (psi):4500EEC Technician:TB Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1435" Air Content (%)ASTM C2316.8% Unit Weight (pcf)ASTM C138140.4---- Concrete Temperature (deg F)ASTM C10646990° Max Air Temperature at Placement (deg F)39---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 16B03/06/177642708412.57Shear51105110 16D03/27/1728785508412.57Shear6250 6020 16D103/27/1728763608412.57Shear6080 16D203/27/1728720308412.57Shear5730 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:3/1/2017Test No.:17 Placement Location:Foundation Walls - Lines 8, E-F & A1 & AB.5-5.5 to A2.5 Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39008099Truck Number:1601 Mix Code:CD4405 Water Added on Site:6 gals Batch Time:1:43 PMSample Time:2:25 PMYards:10of20.1 Required 28 Day Compressive Strength (psi):4500EEC Technician:TB Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1435" Air Content (%)ASTM C2316.6% Unit Weight (pcf)ASTM C138140.0---- Concrete Temperature (deg F)ASTM C10646790° Max Air Temperature at Placement (deg F)34---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 17B03/08/177660508412.57Shear52605260 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:3/2/2017Test No.:18 Placement Location:Footings - Lines A6 & A5 from Af.5 to AB & AD from A3.6 to A5 Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39008109Truck Number:233 Mix Code:CD4405 Water Added on Site:None Batch Time:12:32 PMSample Time:1:15 PMYards:8.5of17 Required 28 Day Compressive Strength (psi):4500EEC Technician:TB Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1433.5" Air Content (%)ASTM C2315.5% Unit Weight (pcf)ASTM C138143.8---- Concrete Temperature (deg F)ASTM C10646790° Max Air Temperature at Placement (deg F)35---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 18B03/09/177534608412.57Shear42504250 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:3/6/2017Test No.:19 Placement Location:Footings - Grid Lines AB-A4.5 Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39008131Truck Number:212 Mix Code:CD4405 Water Added on Site:None Batch Time:12:32 PMSample Time:1:05 PMYards:6of6 Required 28 Day Compressive Strength (psi):4500EEC Technician:KW Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1435" Air Content (%)ASTM C2316.1% Unit Weight (pcf)ASTM C138142.2---- Concrete Temperature (deg F)ASTM C10645790° Max Air Temperature at Placement (deg F)28---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 19B03/13/177664808412.57Shear52905290 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:3/7/2017Test No.:20 Placement Location:Footings - Grid Lines B, 6 Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39008140Truck Number:212 Mix Code:CD4405 Water Added on Site:20 gals Batch Time:12:35 PMSample Time:1:10 PMYards:10of20 Required 28 Day Compressive Strength (psi):4500EEC Technician:KW Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1433.75" Air Content (%)ASTM C2316.8% Unit Weight (pcf)ASTM C138141.8---- Concrete Temperature (deg F)ASTM C10646090° Max Air Temperature at Placement (deg F)35---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 20B03/14/177701408412.57Shear55805580 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:3/9/2017Test No.:21 Placement Location:Stem Wall - Grid Lines AE-A6 Concrete Supplier:Martin MariettaType of Placement:Pump Ticket Number:39008166Truck Number:233 Mix Code:CD4405 Water Added on Site:10 gals Batch Time:12:30 PMSample Time:1:10 PMYards:10of20 Required 28 Day Compressive Strength (psi):4500EEC Technician:KW Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1434.5" Air Content (%)ASTM C2316% Unit Weight (pcf)ASTM C138144.6---- Concrete Temperature (deg F)ASTM C10646890° Max Air Temperature at Placement (deg F)60---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 21B03/16/177632708412.57Shear50305030 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:3/10/2017Test No.:22 Placement Location:Footing - Grid Lines AD, A3 Concrete Supplier:Martin MariettaType of Placement:Chute Ticket Number:39008172Truck Number:1729 Mix Code:CD4405 Water Added on Site:None Batch Time:9:10 AMSample Time:9:45 AMYards:6of6 Required 28 Day Compressive Strength (psi):4500EEC Technician:KW Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1433.5" Air Content (%)ASTM C2316% Unit Weight (pcf)ASTM C138143.8---- Concrete Temperature (deg F)ASTM C10646590° Max Air Temperature at Placement (deg F)55---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 22B03/17/177588708412.57Shear46804680 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta EARTH ENGINEERING CONSULTANTS, LLC REPORT OF CAST-IN-PLACE CONCRETE TESTS GENERAL INFORMATION Placement Date:3/13/2017Test No.:23 Placement Location:Column Pads - Grid Lines C7 & D7 Concrete Supplier:Martin MariettaType of Placement:Tailgate Ticket Number:39008192Truck Number:1711 Mix Code:CD4405 Water Added on Site:None Batch Time:1:55 PMSample Time:2:35 PMYards:6of12 Required 28 Day Compressive Strength (psi):4500EEC Technician:GG Comments: FIELD TEST DATA TESTRESULTSSPECIFICATIONS Slump (in)ASTM C1434.5" Air Content (%)ASTM C2316.8% Unit Weight (pcf)ASTM C138---- Concrete Temperature (deg F)ASTM C106490° Max Air Temperature at Placement (deg F)51---- Comments: COMPRESSIVE STRENGTH OF FIELD CAST TEST SPECIMENS (ASTM C39/C31) Average MaximumCylinderCylinderCompressiveCompressive SpecimenDateAgeApplied LoadHeightDiameterAreaFailureStrengthStrength 2 NumberTested(days)(lbs)(in)(in)(in)Type(psi)(psi) 23B03/20/177560008412.57Shear44604460 Project:New Community Center - Estes Park Recreation and Park District Project Number:1164046Report Distribution: RLH Engineering - Chuck Jordan: cjordan@rlhengineering.com Adolfson & Peterson Construction - Mr. Tom Purcell tpurcell@a-p.com Adolfson & Peterson Construction - Mr. Quintin Quimby qquimby@a-p.com Adolfson & Peterson Construction - Mr. Jason Heustis jheustis@a-p.com Adolfson & Peterson Construction - Mr. Les Fernando lfernando@a-p.com Adolfson & Peterson Construction - Mr. Josh Cohen jcohen@a-p.com OLC - Mr. Robert McDonald rmcdonald@olcdesigns.com OLC - Mr. Laine McLaughlin lmclaughlin@olcdesigns.com Martin & Martin - Ed Sabia esabia@martinmartin.com Martin Marietta