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Dallas County-LR180203 ter`ek Professional Service Industries,Inc. Report No: CTR:03 41-11-C1 310 Regal Row,Suite 500 Dallas,Texas 75247 Issue No:41)'... Texas Firm Registration No.F-03307 These test results apply only to the specific locations and materials noted and may Phone:(214)330-9211 not represent any other locations or elevations.This report may not be reproduced. Fax:(214)333-2853 except in full,without written permission by Professional Service Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the PSI scope of Concrete Test Report engagement. Client: CITY OF IRVING CC: MICHAEL FULLER 825 W. IRVING BLVD IRVING, TX 75060 Project: CAMPION TRAIL MACARTHUR BLVD14/:44441;:°/-"-°-f"—.-..------- IRVING,TX Approved Signatory:Michael Fuller(Project Specialist) Date of Issue: 2/12/2018 Supplier: Big D Concrete Plant: Mix Identification: 13020AE Specified Design Strength(psi): 3000 at age 28 days Date Sampled: 02/03/18 Date Received: 02/05/18 Specification: Mix Design General Location: Paving Measured Specified Sample Location: Station 110+00 Slump(in): ASTM C 143 4.75 Curing Method: Two day Field/Laboratory Cure Slump wl plasticizer(in): N/A Field Sample No.: Field Cure Temp(°F)High: Air Temp(°F): 44 Low: Concrete Temp(°F): ASTM C 1064 61 Contractor: Air Content(%) ASTM C 231 4.3 Ticket no.: 80944 Truck No.: 159 Unit Weight(pcf): ASTM C 138 N/A Sampled By: Quincy Hendon Volume of Density Measure(ft'): N/A Submitted By: Weather: Sunny Batch Size(yd'): 10.0 Time Batched: 08:00 Est.Wind(mph): Est.Rh(%): Yd'Placed: 40.0 Time Sampled: 08:30 Water Added(gal)Before: Time Placed: 08:45 After: Time in Truck(mins): 45 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Diameter(in) Length(in) Area(in') Type of Ultimate Load Fracture Compressiv (Days) Cap (Ibf) Type IRemarks Strength(ps) — 03411141-11-C1\1 02/10/18 7 4.01 8.00 12.63 U 56530 3 4480 03411141-11-C1\2 03/03/18 28 U 03411141-11-C1\3 03/03/18 28 U 03411141-11-C1\4 03/03/18 28 U 03411141-11-C1\5 Hold U Average 28 Day Compressive Strength(psi) Required Strength(psi) 3000 1.Sampling to ASTM C 172 Fracture Type:3=C39:Vert cracking/no cones:C1314:Cone&Split 2.Specimen(s)prepared to ASTM C 31 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined,G=Ground Form No.18947,Report No:CTR:03411141-11-C1 ©2000-2016 QESTLab by SpectraQEST.com Page 1 of 1 intertek Professional Service Industries,Inc. Report No: CTR:03411141-11-C4 310 Regal Row,Suite 500 Dallas,Texas 75247 Issue No: 1 Texas Firm Registration No.F-03307 These test results apply only to the specific locations and materials noted and may Phone:(214)330-9211 not represent any other locations or elevations.This report may not be reproduced Fax:(214)333-2853 except in full,without written permission by Professional Service Industries,Inc.It a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the PSI scope of Concrete Test Report engagement. Client: CITY OF IRVING CC: MICHAEL FULLER 825 W. IRVING BLVD IRVING, TX 75060 Project: CAMPION TRAIL MACARTHUR BLVD + IRVING,TX Approved Signatory:Michael Fuller(Project Specialist) Date of Issue: 2/12/2018 Supplier: Big D Concrete Plant: Mix Identification: 13020AE Specified Design Strength(psi): 3000 at age 28 days sample Details ;i Date Sampled: 02/03/18 Date Received: 02/05/18 Specification: Mix Design General Location: Paving Measured Specified Sample Location: Station 128+00 Slump(in): ASTM C 143 4.25 Curing Method: Two day Field/Laboratory Cure Slump WI plasticizer(in): N/A Field Sample No.: Field Cure Temp(°F)High: Air Temp(°F): 53 Low: Concrete Temp(°F): ASTM C 1064 67 Contractor: Air Content(%) ASTM C 231 4.6 Ticket no.: 28891 Truck No.: 155 Unit Weight(pct): ASTM C 138 N/A Sampled By: Quincy Hendon Volume of Density Measure(ft'): N/A Submitted By: Weather: Sunny Batch Size(yd'): 10.0 Time Batched: 12:49 Est.Wind(mph): Est.Rh(%): Yd'Placed: 20.0 Time Sampled: 13:35 Water Added(gal)Before: Time Placed: 13:57 After: Time in Truck(mins): 68 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Diameter(in) Length(in) Area(in') Type of Ultimate Load Fracture Compressiv a (Days) Cap (lbf) Type lRemarks Strength(ps) 03411141-11-C4\1 02/10/18 7 4.01 5.00 12.63 U 56980 4 4200 03411141-11-C4\2 03/03/18 28 U 03411141-11-04\3 03/03/18 28 U 03411141-11-C4\4 03/03/18 28 U 03411141-11-C4\5 Hold U Average 28 Day Compressive Strength(psi) Required Strength(psi) 3000 '4146 v ?.::,?;4.,71144!..W114�.'z � rr � "'5'Z'''''' ,:E.'tF4rz�Mina' 't ,11',1 ,,,,e'' «H .{mmt � - -4"..A 41A31;x :.4£ ‘.e :., .. 1.Sampling to ASTM C 172 Fracture Type:4=C39:Diagonal fracture;01314.Tension Break 2.Specimen(s)prepared to ASTM C 31 Poured 390.Count started over 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined,G=Ground Form No:18947,Report No'CTR.03411141-11-C4 ©2000-2016 QESTLab by SpectraQEST corn Page 1 of 1 intertek Professional Service Industries,Inc. Report No: CTR:03411141-11-C3 310 Regal Row,Suite 500 Dallas,Texas 75247 Issue No: 1 Texas Firm Registration No.F-03307 These test results apply only to the specific locations and materials noted and may Phone:(214)330-9211 not represent any other locations or elevations.This report may not be reproduced, Fax:(214)333-2853 except in full,without written permission by Professional Service Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the PSI scope of Concrete Test Report engagement. Client: CITY OF IRVING CC: MICHAEL FULLER 825 W. IRVING BLVD IRVING, TX 75060 Project: CAMPION TRAIL MACARTHUR BLVD /4/ 6"......-c----------. IRVING,TX Approved Signatory:Michael Fuller(Project Specialist) Date of Issue: 2/12/2018 j. r Supplier: Big D Concrete Plant: Mix Identification: 13020AE Specified Design Strength(psi): 3000 at age 28 days Sample Details Date Sampled: 02/03/18 Date Received: 02/05/18 Specification: Mix Design General Location: Paving Measured Specified Sample Location: Station 120+00 Slump(in): ASTM C 143 5 Curing Method: Two day Field/Laboratory Cure Slump wl plasticizer(in): N/A Field Sample No.: Field Cure Temp(°F)High: Air Temp(°F): 50 Low: Concrete Temp(°F): ASTM C 1064 65 Contractor: Air Content(%) ASTM C 231 4.8 Ticket no.: 80965 Truck No.: 174 Unit (P f): Weight c ASTM C 138 N/A 9 Sampled By: Quincy Hendon Volume of Density Measure(ft'): N/A Submitted By: Weather: Sunny Batch Size(yd): 10.0 Time Batched: 11 13 Est.Wind(mph): Est.Rh(%): Yd'Placed: 240.0 Time Sampled: 11 45 Water Added(gal)Before: Time Placed: 12.01 After: Time in Truck(mins): 48 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Diameter(in) Length(in) Area(in') Type of Ultimate Load Fracture Compressive (Days) Cap (lbf) Type/Remarks Strength(psi) 03411141-11-C3\1 02/10/18 7 4.01 8.00 12.63 U 58480 3 4630 03411141-11-C3\2 03/03/18 28 U 03411141-11-C3\3 03/03/18 28 U 03411141-11-C3\4 03/03/18 28 U 03411141-11-C3\5 Hold U Average 28 Day Compressive Strength(psi) Required Strength(psi) 3000 14-; terra ks4, Xrt . tar: ..., 1.Sampling to ASTM C 172 Fracture Type:3=C39:Vert cracking/no cones:C1314:Cone&Split 2.Specimen(s)prepared to ASTM C 31 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined.G=Ground Form No:18947,Report No:CTR:03411141-11-C3 ©2000-2016 QESTLab by SpectraQESTcom Page 1 of 1 intertek Professional Service Industries,Inc. 310 Regal Row,Suite 500 Report No: CTR:03411141-11-C2 Dallas,Texas 75247 Issue No: 1 Texas Firm Registration No.F-03307 These test results apply only to the specific locations and materials noted and may Phone:(214)330-9211 not represent any other locations or elevations.This report may not be reproduced. Fax:(214)333-2853 except in full,without written permission by Professional Service Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the PSI scope of Concrete Test Report engagement. Client: CITY OF IRVING CC: MICHAEL FULLER 825 W. IRVING BLVD IRVING, TX 75060 Project: CAMPION TRAIL MACARTHUR BLVD 114/ ...---e—.--.----- IRVING,TX Approved Signatory:Michael Fuller(Project Specialist) Date of Issue: 2/12/2018 Supplier: Big D Concrete Plant: Mix Identification: 13020AE Specified Design Strength(psi): 3000 at age 28 days -'Ir'elel(::i9 -Iik. Date Sampled: 02/03/18 Date Received: 02/05/18 Specification: Mix Design General Location: Paving Measured Specified Sample Location: Station 116+00 Slump(in): ASTM C 143 4 Curing Method: Two day Field/Laboratory Cure Slump wl plasticizer(in): N/A Field Sample No.: Field Cure Temp(°F)High: Air Temp(°F): 46 Low: Concrete Temp(°F): ASTM C 1064 62 Contractor: Air Content(%) ASTM C 231 4.7 Ticket no.: 80957 Truck No.: 138 Unit Weight(pct): ASTM C 138 N/A Sampled By: Quincy Hendon Volume of Density Measure(ft"): N/A Submitted By: Weather: Sunny Batch Size(yd'): 10.0 Time Batched: 09:22 Est.Wind(mph): Est.Rh(Y.): Yd'Placed: 160.0 Time Sampled: 09:40 Water Added(gal)Before: Time Placed: 10:00 After: Time in Truck(mins): 38 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Diameter(in) Length(in) Area(in') Type of Ultimate Load Fracture Compressiv (Days) Cap (lbf) TypelRemarks Strength(ps) 03411141-11-C2\1 02/10/18 7 4.00 8.00 12.57 U 58380 2 4650 03411141-11-C2\2 03/03/18 28 U 03411141-11-C2\3 03/03/18 28 U 03411141-11-C2\4 03/03/18 28 U 03411141-11-C2\5 Hold U Average 28 Day Compressive Strength(psi) Required Strength(psi) 3000 ,k.l _A-1-= `:.x-,-xE,. - : wT ,t., ar'w -4i'.-1,,j-±';4: a 4 sus.-.: ",r. -;S 1.^ 2:44 , 4 1.Sampling to ASTM C 172 Fracture Type:2=C39:Vert crack/cone opposite end;C1314:Cone&Shear 2.Specimen(s)prepared to ASTM C 31 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined,G=Ground Form No 18947,Report No:CTR:03411141-11-C2 ©2000-2016 QESTLab by SpectraQEST.com Page 1 of 1