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Home My WebLink AboutConcrete Footer Testing Reporta division of WESTERN SLOPE CONCRETE DATE:15-Mar-23 PLANT:CARBONDALE PROJECT NAME:UMBRELLA ROOFING_TREVOR CANNON PROJECT LOCATION:5169 CO RD 154_GLENWOOD SPRINGS, CO CONTRACTOR:UMBRELLA ROOFING CONTACT:TREVOR CANNON NOTES USE PSI W/C %AIR SLUMP " ftgs 3000 0.55 3.5-6.5 4.0+/-1.0 walls 4000 0.5 3.5-6.5 4.0+/-1.0 int conc 4500 0.45 non 4.0+/-1.0 ext conc 4500 0.45 5.0-8.0 4.0+/-1.0 ext conc 4500 0.5 5.0-9.0 4.0+/-1.0 int conc 4500 0.5 non 4.0+/-1.0 APPROVED AS SUBMITTED:YES NO COMMENTS:The use of corrosion inhibitors/shrinkage reducers/waterproofing admixtures will be determined by the user -- Any testing or use, deemed necessary that is required for acceptance or approval, regarding chloride ion contents, shrinkage limitations, etc., for any mix design or fitness of application as mandated by specifications, engineers, and/or owners will be billed accordingly. Supplier will not be responsible for scaling, blistering, delamination or other surface defects that arise as a result of troweling air entrained concrete, improper finishing and/or improper curing practices. Additives: i.e. fiber reinforcement, integral color, specialty admixtures will be added per customers request at time of order. Submitted mix designs based solely on information provided - may not meet ACI 318-14 requirements targeting exposure classifications per section 19 if relevant. Main Office: P.O. Box 1319 | Carbondale, Colorado 81623 | (970) 963-3973 (P) | (970) 963-2412 (F) Carbondale Batch Plant: (970) 963-0180 or (970) 963-9070 -- (970) 963-1547 (F) Dotsero Batch Plant: (970) 524-2520 or (970) 524-2519 -- (970) 524-2518 (F) exterior flatwork CASEY PROPOSED MIX ID MIX 4500F foundation wallsMIX 4000 footings CASEY MIX CODE SUBMITTAL BASED ON: Specialty admixtures available upon request SPECIFIED MIX DESIGNATION, USE, PHYSICAL PROPERTIES DESIGNATION interior concrete GENERAL NOTES ON S1.1 DATED 02.20.23 MIX 3000 MIX K35565 Specialty mixes submitted upon request MIX 7.5 3/8F 70/30 int 2.5" line mix MIX 7.5 3/8 70/30 ext 2.5" line mix Fiber reinforcement added as requested SUBMITTAL REVIEW Review is only for general conformance with the design concept of the project and general compliance with the information given in the requirements of the plans and specifications. The Contrac- tor is responsible for all dimensions, which shall be confirmed and correlated at the job site as well as fabrication processes, tech- niques, and the satisfactory performance of the work. Reviewed by: GLENWOOD STRUCTURAL AND CIVIL, INC. Adolfo Gorra No Exceptions taken Rejected Make corrections noted Revise & resubmit March 15, 2023 a division of WESTERN SLOPE CONCRETE Main Office: P.O. Box 1319 | Carbondale, Colorado 81623 | (970) 963-3973 (P) | (970) 963-2412 (F) Carbondale Batch Plant: (970) 963-0180 or (970) 963-9070 | (970) 963-1547 (F) CONCRETE MIX DESIGN Mix No. 3000 – Footings, Foundation Walls Minimum 28 Day Compressive Strength = 3000 psi #67 Coarse Aggregate Type I-II Cement Air Entrained Mix Components Per CY Absolute Volume Cement 410# 2.09 ft3 Flyash 130# 0.91 ft3 Water 291# 4.67 ft3 Water Reducing Admix (Pozz 322N) 2.0 – 4.0 oz /cwt (Polyheed 997) 2.0 – 8.0 oz/cwt (HRWR) --- Air Entrainment Admix (Micro-air) as needed 1.35 ft3 Coarse Aggregate 1650# 9.90 ft3 Intermediate Aggregate -- Fine Aggregate 1350# 8.16 ft3 ----------- -------------- TOTAL 3831# 27.08 ft3 Water Cement Ratio = .55 W/C Maximum Theoretical Unit Weight = 141.48 #/ft3 Theoretical Yield = 27.08 ft3/cy @ 5.0 % Air % Sand of Total Aggregate = 44 % PHYSICAL PROPERTIES Target Slump Range = 3.0” – 5.0” Target Air Content = 3.5% - 6.5% This mix design has been designed according to ACI 211.1-93 Section 5.3.7.2. (Absolute volume method) The above weight is based upon aggregates in SSD condition. Field corrections may be made for actual moisture conditions of the aggregates. Air entraining agent dosage may be adjusted for field conditions. Design mix cementitious content is stated as a minimum and Casey Concrete reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacture’s recommendations, and may be adjusted to maintain mix properties. Aggregate weights may be adjusted to maintain yield and design gradations. Mix Code 3000/3500 or similar -- air entrained cementitious 530# - 570# w/c 0.52 - 0.56 Per ACI 301 Section 4 / ACI 318 Chapter 5 - Table 5.3.2.1 DATE TICKET #LAB SLUMP AIR %TEMP 28 DAY AVERAGE STD DEV. 11/4/2022 178715 KUMAR 5 5.5 63 4290 4663 441.9 4/25/2019 153767 HP 4.25 5.7 65 4740 4980 432.4 8/28/2018 149312 HP 5 5.1 77 4960 5100 445.0 8/22/2018 149164 HP 4.5 5 73 5240 5090 460.2 7/3/2018 148039 HP 4.5 5.5 82 5100 4993 466.4 3/30/2018 146027 HP 4.5 5.4 65 4930 5110 480.0 12/11/2017 144805 HP 4 6.5 59 4950 5143 500.6 12/11/2017 144811 HP 4.5 6.2 63 5450 5107 523.6 12/11/2017 144826 HP 4.5 6 62 5030 4807 506.2 11/15/2017 144244 HP 4.5 4.5 59 4840 4837 527.2 11/14/2017 144220 HP 5.5 4.8 60 4550 5063 561.8 8/15/2017 141764 CTL 5 6.6 68 5120 4903 602.6 8/4/2017 141479 CTL 5.75 6.4 77 5520 5000 633.7 8/3/2017 141424 CTL 5.5 5.7 79 4070 4623 535.6 4/17/2017 138600 HP 2.5 3.5 70 5410 4767 551.4 3/28/2017 138195 GRND 3.75 4.2 63 4390 4347 179.0 3/1/2017 137736 GRND 4.5 4.8 60 4500 4325 247.5 10/16/2016 135859 HP 4 5.3 67 4150 4150 Comments: For f'c ≤ 5000 psi:f'cr = f'c + 1.34ks or f'cr = f'c + 2.33ks -500 (whichever is greater) f'cr = f'c + 1200 for no test data k = 1.15 for 15 tests s = standard deviation Since the field data average of 4660 psi is greater than the f'cr of 4200 psi per ACI 318 this mix qualifies for a 3500 psi specification. Enter New Test Results a division of WESTERN SLOPE CONCRETE Main Office: P.O. Box 1319 | Carbondale, Colorado 81623 | (970) 963-3973 (P) | (970) 963-2412 (F) Carbondale Batch Plant: (970) 963-0180 or (970) 963-9070 | (970) 963-1547 (F) Dotsero Batch Plant: (970) 524-2519 or (970) 524-2520 : (970) 524-2518 (F) CONCRETE MIX DESIGN Mix No. 4000 – Exterior Concrete, Foundations Minimum 28 Day Compressive Strength = 4000 psi #67 Coarse Aggregate Type I-II Cement Air Entrained Mix Components Per CY Absolute Volume Cement 500# 2.54 ft3 Flyash 135# 0.94 ft3 Water 295# 4.74 ft3 Water Reducing Admix (Pozz 322N) 2.0 – 5.0 oz /cwt (Polyheed 997) 3.0 – 6.0 oz /cwt (HRWR) -- Air Entrainment Admix (Micro-air/AE-90) as needed 1.35 ft3 Coarse Aggregate 1550# 9.30 ft3 Intermediate Aggregate 200# 1.21 ft3 Fine Aggregate 1145# 6.92 ft3 ----------- -------------- TOTAL 3825# 27.01 ft3 Water Cement Ratio = .50 W/C maximum Theoretical Unit Weight = 141.64 #/ft3 Theoretical Yield = 27.01 ft3/cy @ 5.0 % Air % Sand of Total Aggregate = 42 % PHYSICAL PROPERTIES Target Slump Range = 3.0” - 5.0” Target Air Content = 3.5% - 6.5% Foundations 5.0% - 8.0% Exterior Flatwork This mix design has been designed according to ACI 211.1-93 Section 5.3.7.2.(Absolute volume method) The above weight is based upon aggregates in SSD condition. Field corrections may be made for actual moisture conditions of the aggregates. Air entraining agent dosage may be adjusted for field conditions. Design mix cementitious content is stated as a minimum and Casey Concrete reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacture’s recommendations, and may be adjusted to maintain mix properties. Aggregate weights may be adjusted to maintain yield and design gradations. Mix Code 4000 or similar -- air entrained approx 570 - 620# cementitious w/c ≈ 0.47 - 0.50 Per ACI 301 Section 4 / ACI 318 Chapter 5 - Table 5.3.2.1 DATE TICKET #LAB SLUMP AIR %TEMP 28 DAY AVERAGE STD DEV. 11/30/2022 179218 KUMAR 5.5 5.3 64 5870 5933 355.4 11/16/2022 178985 KUMAR 4.5 5.8 57 6030 5877 374.0 10/24/2022 178456 KUMAR 5.5 5 65 5900 5800 378.6 1/24/2022 173126 KUMAR 5 7.8 70 5700 5763 384.5 1/24/2022 173127 KUMAR 5.5 7 70 5800 5923 396.8 1/13/2022 172949 KUMAR 3.75 3.7 62 5790 5810 414.3 1/5/2022 172821 KUMAR 5 4.4 60 6180 6110 425.6 12/16/2021 172703 KUMAR 6.5 4.9 63 5460 6207 442.5 12/9/2021 172605 KUMAR 5 4.8 67 6690 6277 428.9 12/9/2021 172596 KUMAR 5 3.8 67 6470 6017 418.5 12/9/2021 172599 KUMAR 5 4.1 67 5670 5947 414.9 11/10/2021 172044 KUMAR 4.5 5.7 68 5910 6083 417.2 11/4/2021 171870 KUMAR 4.5 5.3 68 6260 6040 414.6 7/13/2021 169536 KUMAR 3.75 5.2 80 6080 5920 457.2 6/30/2021 169322 KUMAR 4.5 5.3 70 5780 5970 475.6 6/15/2021 168985 KUMAR 4.75 4.8 78 5900 6243 475.3 5/18/2021 168448 KUMAR 5 4.6 68 6230 6293 477.0 5/18/2021 168437 KUMAR 4.25 5 62 6600 6297 503.3 5/18/2021 168432 KUMAR 4.75 6 63 6050 6067 500.6 5/7/2021 168219 KUMAR 5 4.2 65 6240 6220 511.2 5/6/2021 333148 KUMAR 4.5 4.8 68 5910 6310 519.3 3/26/2021 167419 KUMAR 4.5 5.7 68 6510 6377 525.9 3/26/2021 167419 KUMAR 4.5 5.7 68 6510 6223 537.8 11/19/2020 165490 KUMAR 4 5.3 67 6110 6137 548.9 10/23/2020 164913 KUMAR 5 5.2 63 6050 6020 549.8 10/20/2020 164804 KUMAR 4.5 4.3 61 6250 6037 553.3 9/25/2020 164199 KUMAR 4.75 6.1 75 5760 6320 566.4 8/21/2020 163370 KUMAR 5.25 5.7 77 6100 6660 566.0 8/21/2020 163384 KUMAR 5 5.8 82 7100 6560 589.2 8/4/2020 162955 KUMAR 5.25 5.4 72 6780 6380 545.3 7/30/2020 KUMAR 5.5 6.5 79 5800 5940 521.7 7/30/2020 162841 KUMAR 5 5.9 81 6560 6300 522.2 7/20/2020 162572 CTL 5.25 5.6 76 5460 6397 507.3 6/19/2020 161927 KUMAR 4.25 5.5 74 6880 6430 509.5 2/26/2020 160063 KUMAR 5 4.1 68 6850 6050 468.5 2/18/2020 159981 KUMAR 4.75 5.3 68 5560 5843 437.3 2/18/2020 159988 KUMAR 4.75 4.8 67 5740 6037 452.2 1/22/2020 159691 KUMAR 4.5 3.7 65 6230 5997 460.3 1/22/2020 159699 KUMAR 4.75 4.5 65 6140 6013 453.4 Comments: For f'c ≤ 5000 psi:f'cr = f'c + 1.34ks or f'cr = f'c + 2.33ks -500 (whichever is greater) f'cr = f'c + 1200 for no test data k = 1.00 for 30 tests s = standard deviation Since the field data average of 5900 psi is greater than the f'cr of 5050 psi per ACI 318 this mix qualifies for a 4500 psi specification. Enter New Test Results a division of WESTERN SLOPE CONCRETE Main Office: P.O. Box 1319 | Carbondale, Colorado 81623 | (970) 963-3973 (P) | (970) 963-2412 (F) Carbondale Batch Plant: (970) 963-0180 or (970) 963-9070 | (970) 963-1547 (F) CONCRETE MIX DESIGN Mix No. 4500F – Footings, Caissons, Foundations, Slabs Minimum 28 Day Compressive Strength = 4500 psi #67 Coarse Aggregate Type I-II Cement Non Air Entrained Mix Components Per CY Absolute Volume Cement 500# 2.54 ft3 Flyash 145# 1.01 ft3 Water 291# 4.67 ft3 Water Reducing Admix (Pozz 322N) 2.0 – 5.0 oz /cwt (Polyheed 997) 3.0 – 6.0 oz /cwt (HRWR) -- Air Entrainment Admix (Micro-air/AE-90) -- .54 ft3 Coarse Aggregate 1565# 9.39 ft3 Intermediate Aggregate 220# 1.33 ft3 Fine Aggregate 1265# 7.65 ft3 ----------- -------------- TOTAL 3940# 27.14 ft3 Water Cement Ratio = .45 W/C Maximum Theoretical Unit Weight = 146.89 #/ft3 Theoretical Yield = 27.14 ft3/cy @ 2.0 % Entrapped Air % Sand of Total Aggregate = 44 % PHYSICAL PROPERTIES Target Slump Range = 3.0” – 5.0” Target Air Content = Entrapped air This mix design has been designed according to ACI 211.1-93 Section 5.3.7.2.(Absolute volume method) The above weight is based upon aggregates in SSD condition. Field corrections may be made for actual moisture conditions of the aggregates. Air entraining agent dosage may be adjusted for field conditions. Design mix cementitious content is stated as a minimum and Casey Concrete reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacture’s recommendations, and may be adjusted to maintain mix properties. Aggregate weights may be adjusted to maintain yield and design gradations. Mix Code 4000F or similar -- non air entrained approx 550 - 600# cementitious w/c ≈ 0.50 - 0.53 Per ACI 301 Section 4 / ACI 318 Chapter 5 - Table 5.3.2.1 DATE TICKET #LAB SLUMP AIR %TEMP 28 DAY AVERAGE STD DEV. 1/10/2023 179712 KUMAR 5.5 2.1 68 5150 5460 487.0 1/10/2023 179724 KUMAR 5.25 1.9 68 5770 5550 473.4 12/21/2022 179813 KUMAR 4.75 1.9 70 5460 5310 472.6 12/21/2022 179807 KUMAR 5 2.1 67 5420 5290 484.5 12/16/2022 179510 KUMAR 5 1.7 63 5050 5527 479.0 12/13/2022 179459 KUMAR 4.75 1.8 63 5400 6060 442.3 12/1/2022 179291 KUMAR 4.5 1.9 67 6130 6573 437.9 1/14/2022 172966 KUMAR 4.25 -62 6650 6490 453.0 1/14/2022 172978 KUMAR 4 3 68 6940 6467 436.8 1/12/2022 -KUMAR ---5880 6157 397.1 1/4/2022 172813 KUMAR 3.5 -56 6580 6060 396.8 11/8/2021 171945 KUMAR 5 1.8 67 6010 5813 378.8 7/13/2021 169521 KUMAR 5 1.8 73 5590 5610 388.2 7/13/2021 169527 KUMAR 4.75 1.7 76 5840 5683 388.6 7/1/2021 169369 KUMAR 4.75 1.8 72 5400 5550 404.3 6/28/2021 169273 KUMAR 4.75 1.8 77 5810 5503 387.2 6/18/2021 169098 KUMAR 4 1.6 76 5440 5607 396.8 6/11/2021 168933 KUMAR 5.5 1.8 64 5260 6017 380.9 6/2/2021 168725 KUMAR 4.75 1.8 72 6120 6150 356.8 4/2/2021 167523 KUMAR 4 1.6 69 6670 6153 370.6 10/30/2020 165051 KUMAR 4.75 1.7 67 5660 5957 355.0 10/14/2020 164663 KUMAR 4 1.8 75 6130 6030 362.3 10/14/2020 164673 KUMAR 4.25 1.3 75 6080 6010 372.4 10/14/2020 KUMAR 4.25 1.5 75 5880 5883 375.7 10/8/2020 164524 KUMAR 5 1.7 72 6070 5823 382.0 10/1/2020 164339 KUMAR 5 1.6 73 5700 6000 382.1 10/1/2020 164339 KUMAR 5 1.8 73 5700 6190 378.8 9/24/2020 164165 KUMAR 4 1.9 69 6600 6410 373.2 9/2/2020 163641 KUMAR 5 1.7 78 6270 6167 358.2 9/2/2020 163636 KUMAR 5.25 1.7 74 6360 6310 356.7 7/31/2020 162887 KUMAR 5 1.7 78 5870 6327 351.6 7/31/2020 162868 KUMAR 5 1.6 69 6700 6383 368.2 7/17/2020 162527 KUMAR 5.75 2.1 74 6410 5980 350.7 7/10/2020 162360 KUMAR 6 2.1 76 6040 5647 353.4 6/23/2020 161998 KUMAR 5 1.4 71 5490 5600 372.3 6/23/2020 161987 KUMAR 6 1.7 70 5410 5763 384.4 6/17/2020 161879 KUMAR 6 1.4 78 5900 5940 363.8 6/8/2020 161644 KUMAR 5.5 1.8 76 5980 5933 366.3 6/3/2020 161563 KUMAR 5.25 1.8 76 5940 6073 387.1 Comments: For f'c ≤ 5000 psi:f'cr = f'c + 1.34ks or f'cr = f'c + 2.33ks -500 (whichever is greater) f'cr = f'c + 1200 for no test data k = 1.00 for 30 tests s = standard deviation Since the field data average of 5460 psi is greater than the f'cr of 5150 psi per ACI 318 this mix qualifies for a 4500 psi specification. Enter New Test Results a division of WESTERN SLOPE CONCRETE Main Office: P.O. Box 1319 | Carbondale, Colorado 81623 | (970) 963-3973 (P) | (970) 963-2412 (F) Carbondale Batch Plant: (970) 963-0180 or (970) 963-9070 | (970) 963-1547 (F) CONCRETE MIX DESIGN Mix No. K35565 – CDOT Class B/D/P CDOT ID # 2019076 Minimum 28 Day Compressive Strength = 4500 psi #67 Coarse Aggregate Type I-II Cement Air Entrained Mix Components Per CY Absolute Volume Cement 548# 2.78 ft3 Flyash 132# 1.05 ft3 Water 299# 4.79 ft3 Water Reducing Admix (Pozz 322N) 2.0 – 5.0 oz /cwt (Polyheed 997) 3.0 – 8.0 oz /cwt (HRWR) -- Air Entrainment Admix (Micro-air/AE-90) as needed 1.35 ft3 Coarse Aggregate 1580# 9.50 ft3 Intermediate Aggregate 220# 1.33 ft3 Fine Aggregate 1040# 6.28 ft3 ----------- -------------- TOTAL 3819# 27.08ft3 Water Cement Ratio = .44 W/C maximum Theoretical Unit Weight = 141.02 #/ft3 Theoretical Yield = 27.08 ft3/cy @ 5.0 % Air % Sand of Total Aggregate = 41 % PHYSICAL PROPERTIES Target Slump Range = 3.0” – 5.0” Target Air Content = 4.0% - 8.0% This mix design has been designed according to ACI 211.1-93 Section 5.3.7.2.(Absolute volume method) The above weight is based upon aggregates in SSD condition. Field corrections may be made for actual moisture conditions of the aggregates. Air entraining agent dosage may be adjusted for field conditions. Design mix cementitious content is stated as a minimum and Casey Concrete reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacture’s recommendations, and may be adjusted to maintain mix properties. Aggregate weights may be adjusted to maintain yield and design gradations. CDOT Class B,D,P_4500_4000 MOD - 4500 psi .45 w/c ratio Per ACI 301 Section 4 / ACI 318 Chapter 5 - Table 5.3.2.1 DATE TICKET #LAB SLUMP AIR %7 DAY 28 DAY AVERAGE STD DEV. 1/19/2023 179820 Kumar 4.5 5.7 5040 6600 5917 487.9 1/9/2023 179696 Kumar 5 7.1 4650 5730 5860 486.0 1/5/2023 179678 Kumar 4.5 5.9 4370 5420 5873 477.6 12/14/2022 Kumar 5060 6430 6003 441.4 12/5/2022 179320 Kumar 5 5.7 4830 5770 5910 446.1 11/30/2022 179236 CTL 4810 5810 5957 431.0 11/23/2022 179149 Kumar 4.5 6.4 4860 6150 6117 414.1 11/11/2022 178899 Kumar 4.75 5.7 4150 5910 6463 424.3 12/17/2021 172721 Kumar 5 7 4340 6290 6850 407.4 12/16/2021 172689 Kumar 4 4.5 5670 7190 6693 404.3 12/13/2021 172636 Kumar 5 4.5 5550 7070 6793 387.3 12/8/2021 172565 Kumar 5 7.8 4480 5820 6497 380.3 12/2/2021 172488 Kumar 5 5.5 4370 7490 6640 354.7 11/18/2021 172224 Kumar 4 5.5 5030 6180 6463 306.5 11/11/2021 172056 Kumar 4.75 5.4 4540 6250 6580 302.2 11/4/2021 171863 Kumar 4 5.2 5620 6960 6640 304.4 11/3/2021 171816 Kumar 4.5 6.7 4640 6530 6500 293.2 7/14/2021 169559 Kumar 4.75 5.4 4690 6430 6450 296.0 6/9/2021 168885 Kumar 4.5 5.3 4850 6540 6370 300.9 6/8/2021 168873 Kumar 5 5.2 5010 6380 6433 306.7 5/27/2021 168649 Kumar 4 6.8 4530 6190 6640 318.9 5/27/2021 168665 Kumar 4.5 5.9 5710 6730 6683 314.8 5/3/2021 168112 Kumar 4.75 4.3 5180 7000 6430 316.1 4/30/2021 168078 Ground 5.5 5.8 4700 6320 6107 299.5 4/29/2021 168042 Ground 5 6 4560 5970 6087 303.2 4/23/2021 167925 Kumar 5 5.9 4210 6030 6163 290.7 4/23/2021 167930 Kumar 8*hrwr 5.5 4190 6260 6460 281.2 4/20/2021 167859 Ground 3 6.8 4120 6200 6463 278.3 4/19/2021 167827 Kumar 4.5 5.5 5090 6920 6663 273.7 4/15/2021 167765 CTL 4.5 5.5 4420 6270 6570 264.9 4/14/2021 167738 Ground 4 5.7 5200 6800 6740 274.2 4/13/2021 167694 Ground 4 5.1 4450 6640 6737 275.1 4/7/2021 167587 Kumar 4 4.8 4930 6780 6607 283.7 4/7/2021 167596 Kumar 4.75 5.1 4700 6790 6720 302.6 4/6/2021 167574 Ground 5 6.5 4380 6250 6653 296.9 4/5/2021 167554 Ground 5 5.3 4990 7120 6770 305.5 3/29/2021 167447 Kumar 5 5.4 4840 6590 6637 285.1 3/29/2021 167440 Kumar 4 4.9 4700 6600 6740 293.7 3/24/2021 167353 Kumar 3.75 5.2 5360 6720 6697 298.9 Comments: For f'c ≤ 5000 psi:f'cr = f'c + 1.34ks or f'cr = f'c + 2.33ks -500 (whichever is greater) f'cr = f'c + 1200 for no test data k = 1.00 for 30 tests s = standard deviation Since the field data average of 5900 psi is greater than the f'cr of 5610 psi per ACI 318 this mix qualifies for a 5000 psi specification. Enter New Test Results a division of WESTERN SLOPE CONCRETE Main Office: P.O. Box 1319 | Carbondale, Colorado 81623 | (970) 963-3973 (P) | (970) 963-2412 (F) Carbondale Batch Plant: (970) 963-0180 or (970) 963-9070 | (970) 963-1547 (F) CONCRETE MIX DESIGN Mix No. 7.5 3/8 70/30 -- 2.5” Line Pump System - Misc. Exterior Concrete Minimum 28 Day Compressive Strength = 4500 psi #8 Intermediate Aggregate Type I-II Cement Air entrained Mix Components Per CY Absolute Volume Cement 545# 2.77 ft3 Flyash 160# 1.17 ft3 Water 349# 5.61 ft3 Water Reducing Admix (Pozz 322N) 2.0 – 5.0 oz/cwt (Polyheed 997) 3.0 – 7.0 oz/cwt (HRWR) -- Air Entrainment Admix (Micro-air/AE-90) as required 1.62 ft3 Coarse Aggregate -- Intermediate Aggregate 930# 5.62 ft3 Fine Aggregate 1715# 10.37 ft3 ----------- -------------- TOTAL 3699# 27.16 ft3 Water Cement Ratio = .50 W/C Maximum Theoretical Unit Weight = 136.19 #/ft3 Theoretical Yield = 27.16 ft3/cy @ 6.0 % Entrained Air % Sand of Total Aggregate = 65 % PHYSICAL PROPERTIES Target Slump Range = 3.0” – 6.0” Target Air Content = 6.0% - 9.0% This mix design has been designed according to ACI 211.1-93 Section 5.3.7.2(Absolute volume method). The above weight is based upon aggregates in SSD condition. Field corrections may be made for actual moisture conditions of the aggregates. Air entraining agent dosage may be adjusted for field conditions. Design mix cementitious content is stated as a minimum and Casey Concrete reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacture’s recommendations, and may be adjusted to maintain mix properties. Aggregate weights may be adjusted to maintain yield and design gradations. Mix Code 7.0/7.5SK 70/30 2.5" line or similar -- air entrained approx. 658# - 705# cementitious Per ACI 301 Section 4 / ACI 318 Chapter 5 - Table 5.3.2.1 DATE TICKET #LAB SLUMP AIR %TEMP 28 DAY AVERAGE STD DEV. 11/10/2022 178875 Kumar 5 5.1 67 6070 6113 484.5 11/4/2022 Kumar 5.5 5.9 63 6270 6047 503.5 1/24/2022 173114 Kumar 4 5.2 65 6000 6110 522.0 1/14/2022 172970 Kumar 5 5.5 64 5870 6300 536.3 12/1/2021 172434 Kumar 4.5 5.2 75 6460 6663 564.6 5/17/2021 168413 Kumar 4.5 5.2 68 6570 6640 578.8 11/24/2020 165596 Kumar 4.5 5.4 70 6960 6580 570.8 10/9/2020 164539 Kumar 5 6 70 6390 6177 544.0 10/8/2020 164505 Kumar 5 6 68 6390 6247 560.1 7/2/2020 162214 Kumar 6 4.7 78 5750 6143 556.7 6/9/2020 161677 Kumar 4 6.1 67 6600 6473 556.9 6/1/2020 161483 Kumar 4.5 3.7 82 6080 6450 546.2 5/5/2020 160874 Kumar 5 6.5 76 6740 6417 550.3 3/13/2020 160248 Kumar 5 5.7 67 6530 6073 542.1 3/4/2020 160136 CTL 5 5.1 70 5980 5723 541.7 9/20/2019 157317 Kumar 5.5 5.9 73 5710 5977 552.4 9/3/2019 156861 Kumar 4.5 6.4*82 5480 6140 561.2 6/24/2019 155270 Kumar 5.25 5.6 70 6740 6273 563.4 6/24/2019 155257 Kumar 5.25 6.4 68 6200 6507 553.0 5/30/2019 154587 CTL 5.75 6 65 5880 6230 563.6 5/23/2019 154436 CTL 6.5 4.4 64 7440 6343 577.3 4/24/2019 153726 CTL 5.5 6 60 5370 5717 479.1 4/11/2019 153461 CTL 5 5.5 61 6220 5973 476.3 7/20/2018 148365 HP 4.5 5.2 80 5560 5910 484.0 4/2/2018 146040 HP 4.5 5.2 69 6140 6263 491.4 3/2/2018 145708 HP 4 4.8 62 6030 6183 504.0 2/21/2018 145596 HP 3.25 6 56 6620 5973 520.4 1/22/2018 145350 HP 4.25 4.5 64 5900 5580 498.0 10/23/2017 143504 HP 4.75 5.4 62 5400 5417 518.0 10/16/2017 143336 HP 5.25 5.3 67 5440 5437 523.5 10/10/2017 143141 HP 7 6.9 62 5410 5337 530.3 10/10/2017 143142 HP 5.5 5.4 67 5460 5297 530.8 8/4/2017 141473 HP 5.25 5.9 77 5140 5433 531.1 8/3/2017 141404 HP 5 5 72 5290 5807 446.0 7/18/2017 140937 HP 5 5.7 72 5870 6313 314.4 5/17/2017 139265 HP 5 6.5 62 6260 6423 292.7 5/17/2017 139274 HP 4.5 5.2 60 6810 6437 326.1 5/17/2017 139279 HP 6 6.1 63 6200 6137 202.4 5/17/2017 139287 HP 4.5 7 64 6300 6193 247.9 Comments: For f'c ≤ 5000 psi:f'cr = f'c + 1.34ks or f'cr = f'c + 2.33ks -500 (whichever is greater) f'cr = f'c + 1200 for no test data k = 1.16 for 15 tests s = standard deviation Since the field data average of 6100 psi is greater than the f'cr of 5820 psi per ACI 318 this mix qualifies for a 5000 psi specification. Enter New Test Results a division of WESTERN SLOPE CONCRETE Main Office: P.O. Box 1319 | Carbondale, Colorado 81623 | (970) 963-3973 (P) | (970) 963-2412 (F) Carbondale Batch Plant: (970) 963-0180 or (970) 963-9070 | (970) 963-1547 (F) CONCRETE MIX DESIGN Mix No. 7.5 3/8F 70/30 <2.5” Line> – Footings, Pads, Interior Flatwork, Foundation Walls Minimum 28 Day Compressive Strength = 4500 psi #8 Intermediate Aggregate Type I-II Cement Non air entrained Mix Components Per CY Absolute Volume Cement 525# 2.67 ft3 Flyash 180# 1.31 ft3 Water 350# 5.60 ft3 Water Reducing Admix (Pozz 322N) 2.0 - 5.0 oz./cwt (Polyheed 997) 3.0 - 8.0 oz./cwt (HRWR) -- Air Entrainment Admix (Micro-air/AE-90) -- .67 ft3 Coarse Aggregate -- Intermediate Aggregate 940# 5.69 ft3 Fine Aggregate 1835# 11.10 ft3 ----------- -------------- TOTAL 3830# 27.04 ft3 Water Cement Ratio = .50 W/C Maximum Theoretical Unit Weight = 141.64 #/ft3 Theoretical Yield = 27.04 ft3/cy @ 2.5 % Entrapped Air % Sand of Total Aggregate = 66 % PHYSICAL PROPERTIES Target Slump Range = 4.0” – 6.0” Target Air Content = Entrapped Air Only This mix design has been designed according to ACI 211.1-93 Section 5.3.7.2(Absolute volume method). The above weight is based upon aggregates in SSD condition. Field corrections may be made for actual moisture conditions of the aggregates. Air entraining agent dosage may be adjusted for field conditions. Design mix cementitious content is stated as a minimum and Casey Concrete reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacture’s recommendations, and may be adjusted to maintain mix properties. Aggregate weights may be adjusted to maintain yield and design gradations. Mix Code 7.0/7.5SK 70/30 2.5" line or similar -- non air entrained approx. 658# - 705# cementitious Per ACI 301 Section 4 / ACI 318 Chapter 5 - Table 5.3.2.1 DATE TICKET #LAB SLUMP AIR %TEMP 28 DAY AVERAGE STD DEV. 1/13/2023 179752 Kumar 5 70 5460 5997 474.4 9/22/2022 177601 Kumar 5 3.2 70 6270 6220 465.4 8/16/2022 -Kumar 4.8 3.8 74 6260 6093 473.3 8/12/2022 -Kumar 4.5 1.8 72 6130 6197 485.8 1/12/2022 172928 Kumar 5 2.8 65 5890 6080 499.7 12/14/2021 172659 Kumar 6 4 72 6570 6250 499.7 7/26/2021 169740 Kumar 5.5 1.9 78 5780 6043 482.8 1/7/2021 166188 Kumar 4.5 1.7 63 6400 6440 486.6 5/5/2020 160880 Kumar 5950 6407 477.1 2/13/2020 159916 CTL 5.5 3.1 67 6970 6307 500.7 2/10/2020 159833 CTL 7 3.2 58 6300 6000 475.7 12/23/2019 159451 Kumar 4.75 3.8 67 5650 5733 476.8 11/15/2019 158816 Kumar 4 1.6 67 6050 5997 484.1 10/30/2019 158362 Kumar 4.75 1.8 64 5500 6063 488.1 10/14/2019 157960 Kumar 4.5 3 70 6440 6397 492.6 8/26/2019 156668 Kumar ***6250 6083 497.7 7/26/2019 155969 Kumar 5 1.8 84 6500 6033 489.6 7/11/2019 155671 Kumar 6.75 1.4 67 5500 5867 474.1 6/5/2019 154173 HP 5.5 1.9 74 6100 5960 475.2 5/13/2019 154176 CTL 6.25 2.8 67 6000 5610 471.2 5/31/2018 147271 HP 5.5 2.7 67 5780 5377 541.9 5/14/2018 146792 HP 4.5 1.1 70 5050 5127 551.8 5/10/2018 146747 HP 4.5 2.8 61 5300 5427 542.2 5/3/2018 146577 HP 4.5 64 5030 5363 542.5 4/24/2018 146382 HP 5 3.3 64 5950 5733 527.0 4/24/2018 146444 HP 5 3.1 64 5110 5693 538.1 4/13/2018 146228 HP 4.75 3.5 60 6140 6027 524.4 4/11/2018 146167 HP 5.25 2.9 57 5830 5950 534.2 3/22/2018 145950 HP 4.75 1.8 68 6110 6177 547.2 3/14/2018 145853 HP 4.5 3.8 67 5910 5903 559.2 3/5/2018 145729 HP 5 1.6 58 6510 5687 574.5 2/28/2018 145675 HP 5.5 1.8 60 5290 5477 570.6 2/19/2018 145667 HP 4.5 1.8 63 5260 5680 569.9 1/30/2018 314384 HP 4.5 4.5 66 5880 6000 564.4 1/22/2018 145350 HP 4.25 4.5 64 5900 5963 584.1 1/18/2018 145303 HP 4.5 1.8 59 6220 6227 606.0 11/30/2017 144550 HP 5.5 3 69 5770 5863 624.9 11/14/2017 144219 HP na na na 6690 5707 651.2 11/6/2017 143971 HP 5.25 1.8 64 5130 5570 634.2 Comments: For f'c ≤ 5000 psi:f'cr = f'c + 1.34ks or f'cr = f'c + 2.33ks -500 (whichever is greater) f'cr = f'c + 1200 for no test data k = 1.00 for 30 tests s = standard deviation Since the field data average of 6220 psi is greater than the f'cr of 5630 psi per ACI 318 this mix qualifies for a 5000 psi specification. Enter New Test Results Mountain Sales Group January 31, 2022 To: Our Valued Customers Subject: OneCem Production at Holcim Portland Plant (Florence, CO) Holcim is committed to providing sustainable products to meet the business needs of our customers while maintaining the high quality requiremen ts and performance expectations of our industry. It is for this reason that we are writing this letter. Starting April 1st of this year, the Portland plant will begin the transition from the production of our ASTM C150 Type I/II cement to our ASTM C595 Type IL – portland limestone cement (OneCem®). This decision has been made to lower our environmental footprint for our customers due to growing concerns over CO2 generation from the building materials sector. OneCem® is produced by intergrinding limestone with clinker and performs similar to our existing Type I/II cement. OneCem® is approved by the Colorado and surrounding state DOT’s and is permitted through (but not limited to) the following: buildings codes ACI 318 and 301, FAA/P501 specification and the ASTM C94 standards. OneCem® meets the requirements of ASTM C595, Standard Specifiation for Blended Hydraulic Cements and ASTM C1157 Standard Performance Specification for Hydraulic Cement. Traditional supplementary cementitious materials can be utilized at the same levels with OneCem® for enhanced durability. For more information on the industry-wide movement towards allowance of Type IL and other hydraulic cements, please visit www.onecemcement.com and www.greenercement.com or contact us directly. We would be happy to assist. We appreciate the opportunity to supply your cement needs and value our business relationship. Please contact your local sales representative for any questions or concerns. Sincerely, Mountain Sales Group Chemical Item Limit ¹Result SiOೣ-19.2 AlೣO೤6.0 max 4.3 FeೣO೤6.0 max 3.4 CaO (%)-62.0 MgO (%)6.0 max 1.3 SO೤t 3.0 max 3.7 Loss on Ignition (%) ೖ 3.5 max 2.7 Insoluble Residue (%)1.50 max 0.85 COೣ-1.6 CaCO೤in Limestone (%)70 min 82 Potential Phase Compositions ³: C೤S (%)-58 CೣS (%)-10 C೤A (%)8 max 5 C೥AF (%)-10 C೤S + 4.75C೤A (%)-84 Physical Item Limit ¹Result Air Content (%)12 max 6 Blaine Fineness (m²/kg)260 min 433 Compressive Strength MPa (psi) 1 day -19.9 (2890) 3 day 10.0 (1450) min 33.3 (4830) 7 day 17.0 (2470) min 40.4 (5860) 28 day (previous month's data)-47.9 (6950) Initial Vicat (minutes)45-375 125 Mortar Bar Expansion (%) (C1038)0.020 max 0.011 Test Data on ASTM Standard Requirements This cement meets the specifications of ASTM C150 and AASHTO M85 for Type I-II cement. Certification General Information The following is based on average test data during the test period. The data is typical of product shipped from this source; individual shipments may vary. Supplier: Address:8700 West Bryn Mawr Ave Chicago, IL 60631 Holcim (US) Inc. Contact: Source Location: Contact: Test Data on ASTM Optional Requirements Physical Item Limit ¹Result Heat of Hydration kJ/kg (cal/g) (ASTM C1702) 3 Days ೕ -297 (71) Chemical Item Limit ¹Result Cl (%)-0.01 Equivalent Alkalies (%)-0.71 Notes (*1-9) Additional Data Base Cement Phase Composition Result C೤S (%)61 CೣS (%)11 C೤A (%)6 C೥AF (%)11 Portland Plant 3500 Highway 120 Florence, CO 81226 1 - Dashes in the Limit / Result columns mean Not Applicable. 2 - It is permissible to exceed the specification limit provided that ASTM C1038 Mortar Bar Expansion does not exceed 0.020% at 14 days. 3 - Adjusted per Annex A1.6 of ASTM C150 and AASHTO M85. 4 - Test results represent the most recent value and is provided for information only. 5 - Limit = 3.0 when limestone is not an ingredient in the final cement product Tessa McCreight / (719) 280-3319 Item Limestone Inorganic Processing Addition Amount (%)4.5 - SiOೣ8.9 - AlೣO೤2.7 - FeೣO೤0.8 - CaO (%)50.8 - SO೤0.2 - Tessa McCreight, Quality ManagerVersion: 180412 Printed: 1/9/2023 11:28:29 AM Material Certification Report Type: Portland Cement I-II Test Period:01-Dec-2022 to 31-Dec-2022Material: Date Issued:09-Jan-2023 David Figurski, PE Holcim (US) Inc. Technical Service Engineer 1687 Cole Blvd. Suite 300 david.figurski@lafargeholcim.com Golden, CO 80401 Cell: 303-994-5698 www.holcim.com/us April 19, 2021 Mr. Shawn Vondette Casey Concrete P.O. Box 1319 Carbondale, CO 81623 RE: Type I/II Cement, Portland Plant Mr. Vondette: The Holcim Portland Plant produces Type I/II cement, meeting the specification requirements of ASTM C150-19. The Cement and Concrete Reference Laboratory (CCRL) issued Confirmatory Report #Z-880 on February 25,2020. The letter provided to us is evidence that the laboratory has been inspected during CCRL’s 38th inspection tour. All product shipped from our Florence, Colorado plant is made at this plant and is thus 100% made in the United States of America. This plant utilizes all domestic resources in the producti on of Portland and masonry cements for use in the construction industry. Test certificates reflect average test results for cement produced during the months indicated. Please contact me for any further questions. Thank you, Dave Figurski, PE LafargeHolcim Technical Services Engineer MTRF ID:2249CG ASTM C618 / AASHTO M295 Testing of Sample Type:Monthly Sample Date:10/1 - 10/31/22 Report Date:12/28/2022 Sample ID: ASTM Limit Class F / C Class F / C Silicon Dioxide (SiO2)59.81 Aluminum Oxide (Al2O3)21.42 Iron Oxide (Fe2O3)4.95 Sum (SiO2+Al2O3+Fe2O3)86.18 Sulfur Trioxide (SO3)0.30 Calcium Oxide (CaO)6.69 Moisture 0.06 Loss on Ignition 0.28 Physical Analysis Fineness, % retained on 45-µm sieve 20.23 50.0 min 50.0 min 5.0 max 5.0 max 6.0 max 5.0 max 3.0 max 3.0 max 34 max 34 max % % % % % % % % % The test data listed herein was generated by applicable ASTM methods. The reported results pertain only to the sample(s) or lot(s) tested. This report cannot be reproduced without permission from EM Resources LLC. Magnesium Oxide (MgO)2.04 % Sodium Oxide (Na2O)0.56 % Potassium Oxide (K2O)1.40 % Chemical Analysis Results AASHTO Limit Strength Activity Index - 7 or 28 day requirement 7 day, % of control 96 28 day, % of control 106 Water Requirement, % control 95 Density, ASTM C604 2.39 75 min 75 min 75 min 75 min 105 max 105 max % % % Craig Fly Ash Materials Testing & Research Facility 2650 Old State Hwy 113 Taylorsville, GA 30178 770-684-0102 Available Alkalies, as Na2Oe 0.44 Not Required 1.5 max*% *when required by purchaser 18.0 max / >18.0 18.0 max / >18.0 g/cm3 Total Alkali (Sodium Oxide Equivalent)1.5 % Christy Sieg Lab Manager Master Builders Solutions US LLC 23700 Chagrin Blvd. Cleveland, OH 44122 216‐839‐7500 www.master‐builders‐solutions.com Master Builders Solutions US LLC March 16, 2021 Casey Concrete a division of Western Slope Concret All Locations Attention: QC/QA Project: All Projects Project location: All Projects Certificate of Conformance MasterAir® AE 90 Admixture (formerly MBAE 90) Admixture for Concrete I, Richard Hubbard, Sr. Technical Specialist for Master Builders Solutions US LLC, Cleveland, Ohio, certify: That MasterAir AE 90 admixture is a Master Builders Solutions AirEntraining Admixture for concrete; and That MasterAir AE 90 and MB AE 90 admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterAir AE 90 admixture; and That MasterAir AE 90 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterAir AE 90 admixture meets the requirements of ASTM C260, the Standard Specification for AirEntraining Admixtures for Concrete, as well as the requirements for air entraining admixtures as specified in Corps of Engineers' CRDC 13 and AASHTO M154. Richard Hubbard Sr. Technical Specialist page 1 of 3 Features Ready-to-use in the proper concentration for rapid, accurate dispensing Benefits Improved resistance to damage from cyclic freezing and thawing Improved resistance to scaling from deicing salts Improved plasticity and workability Reduced permeability – increased watertightness Reduced segregation and bleeding Performance Characteristics Concrete durability research has established that the best protection for concrete from the adverse effects of freezing and thawing cycles and deicing salts results from: proper air content in the hardened concrete, a suitable air-void system in terms of bubble size and spacing, and adequate concrete strength, assuming the use of sound aggregates and proper mixing, transporting, placing, consolidation, finishing and curing techniques. MasterAir AE 90 admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, “Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method” or ASTM C 173/C 173M, “Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method.” The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, “Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete.” If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%, the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. Description MasterAir AE 90 air- entraining admixture is for use in concrete mixtures. It meets the requirements of ASTM C 260, AASHTO M 154 and CRD-C 13. Applications Recommended for use in: Concrete exposed to cyclic freezing and thawing Production of high-quality normal or lightweight concrete (heavyweight concrete normally does not contain entrained air) MasterAir® AE 90 Air-Entraining Admixture 3 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete 03 70 00 Mass Concrete BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 MasterAir AE 90 Guidelines for Use Dosage: There is no standard dosage for MasterAir AE 90 admixture. The exact quantity of air-entraining admixture needed for a given air content of concrete varies because of differences in concrete-making materials and ambient conditions. Typical factors that might influence the amount of air entrained include: temperature, cementitious materials, sand gradation, sand- aggregate ratio, mixture proportions, slump, means of conveying and placement, consolidation and finishing technique. The amount of MasterAir AE 90 admixture used will depend upon the amount of entrained air required under actual job conditions. In a trial mixture, use 0.25 to 4 fl oz/cwt (16-260 mL/100 kg) of cementitious material. Measure the air content of the trial mixture, and, if needed, either increase or decrease the quantity of MasterAir AE 90 admixture to obtain the desired air content. In mixtures containing water-reducing or set-control admixtures, the amount of MasterAir AE 90 admixture needed may be somewhat less than the amount required in plain concrete. Due to possible changes in the factors that can affect the dosage of MasterAir AE 90 admixture, frequent air content checks should be made during the course of the work. Adjustments to the dosage should be based on the amount of entrained air required in the mixture at the point of placement. If an unusually high or low dosage of MasterAir AE 90 admixture is required to obtain the desired air content, consult your local sales representative. In such cases, it may be necessary to determine that, in addition to a proper air content in the fresh concrete, a suitable air-void system is achieved in the hardened concrete. Dispensing and Mixing: Add MasterAir AE 90 admixture to the concrete mixture using a dispenser designed for air-entraining admixtures, or add manually using a suitable measuring device that ensures accuracy within plus or minus 3% of the required amount. For optimum, consistent performance, the air-entraining admixture should be dispensed on damp, fine aggregate. If the concrete mixture contains fine lightweight aggregate, field evaluations should be conducted to determine the best method to dispense the air-entraining admixture. Precaution In a 2005 publication from the Portland Cement Association (PCA R&D Serial No. 2789), it was reported that problematic air-void clustering that can potentially lead to above normal decreases in strength was found to coincide with late additions of water to air-entrained concretes. Late additions of water include the conventional practice of holding back water during batching for addition at the jobsite. Therefore, caution should be exercised with delayed additions of water to air-entrained concrete. Furthermore, an air content check should be performed after post-batching addition of any other materials to an air-entrained concrete mixture. Product Notes Corrosivity – Non-Chloride, Non-Corrosive: MasterAir AE 90 admixture will neither initiate nor promote corrosion of reinforcing and prestressing steel embedded in concrete, or of galvanized floor and roof systems. No calcium chloride or other chloride-based ingredients are used in the manufacture of this admixture. Compatibility: MasterAir AE 90 admixture may be used in combination with any BASF admixture, unless stated otherwise on the data sheet for the other product. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. Storage and Handling Storage Temperature: MasterAir AE 90 admixture should be stored and dispensed at 31 °F (-0.5 °C) or higher. Although freezing does not harm this product, precautions should be taken to protect it from freezing. If MasterAir AE 90 admixture freezes, thaw at 35 °F (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterAir AE 90 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterAir AE 90 admixture has been exceeded. Safety: Chemical goggles and gloves are recommended when transferring or handling this material. Technical Data Sheet Master Builders Solutions US LLC 23700 Chagrin Blvd. Cleveland, OH 44122 216‐839‐7500 www.master‐builders‐solutions.com Master Builders Solutions US LLC March 16, 2021 Casey Concrete a division of Western Slope Concret All Locations Attention: QC/QA Project: All Projects Project location: All Projects Certificate of Conformance MasterAir® AE 200 Admixture (formerly Micro Air) Admixture for Concrete I, Richard Hubbard, Sr. Technical Specialist for Master Builders Solutions US LLC, Cleveland, Ohio, certify: That MasterAir AE 200 admixture is a Master Builders Solutions AirEntraining Admixture for concrete; and That MasterAir AE 200 admixture and Micro Air admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterAir AE 200 admixture; and That MasterAir AE 200 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.0001 percent (1.0 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterAir AE 200 admixture meets the requirements of ASTM C260 and AASHTO M154, the Standard Specification for AirEntraining Admixtures for Concrete, as well as the requirements for airentraining admixtures as specified in Corps of Engineers CRDC 13. Richard Hubbard Sr. Technical Specialist Features Ready-to-use in the proper concentration for rapid, accurate dispensing Greatly improved stability of air-entrainment Ultra stable air bubbles Benefits Increased resistance to damage from cyclic freezing and thawing Increased resistance to scaling from deicing salts Improved plasticity and workability Improved air-void system in hardened concrete Improved ability to entrain and retain air in low-slump concrete, concrete containing high-carbon content fly ash, concrete using large amounts of fine materials, concrete using high-alkali cements, high-temperature concrete, and concrete with extended mixing times Reduced permeability – increased watertightness Reduced segregation and bleeding Performance Characteristics Concrete durability research has established that the best protection for concrete from the adverse effects of freezing and thawing cycles and deicing salts results from: proper air content in the hardened concrete, a suitable air-void system in terms of bubble size and spacing and adequate concrete strength, assuming the use of sound aggregates and proper mixing, transporting, placing, consolidation, finishing and curing techniques. MasterAir AE 200 admixture can be used to obtain adequate freezing and thawing durability in a properly proportioned concrete mixture, if standard industry practices are followed. page 1 of 3 Description MasterAir AE 200 air- entraining admixture provides concrete with extra protection by creating air bubbles that are ultrastable, small and closely spaced – a characteristic especially useful in the types of concrete known for their difficulty to entrain and maintain the air content desired. Even when used at a lower dosage than standard air- entraining admixtures, MasterAir AE 200 admixture meets the requirements of ASTM C 260, AASHTO M 154, and CRD-C 13. Applications Recommended for use in: Concrete exposed to cyclic freezing and thawing Production of high-quality normal or lightweight concrete (heavyweight concrete normally does not contain entrained air) MasterAir® AE 200 Air-Entraining Admixture 3 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete 03 70 00 Mass Concrete BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 MasterAir AE 200 Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, “Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method” or ASTM C 173/C 173M, “Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method.” The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, “Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete.” If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%, the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. Guidelines for Use Dosage: There is no standard dosage for MasterAir AE 200 admixture. The exact quantity of air-entraining admixture needed for a given air content of concrete varies because of differences in concrete making materials and ambient conditions. Typical factors that might influence the amount of air entrained include: temperature, cementitious materials, sand gradation, sand-aggregate ratio, mixture proportions, slump, means of conveying and placement, consolidation and finishing technique. The amount of MasterAir AE 200 admixture used will depend upon the amount of entrained air required under actual job conditions. In a trial mixture, use 0.125 to 1.5 fl oz/cwt (8-98 mL/100 kg) of cement. In mixtures containing water-reducing or set-control admixtures, the amount of MasterAir AE 200 admixture needed is somewhat less than the amount required in plain concrete. Due to possible changes in the factors that can affect the dosage of MasterAir AE 200 admixture, frequent air content checks should be made during the course of the work. Adjustments to the dosage should be based on the amount of entrained air required in the mixture at the point of placement. If an unusually high or low dosage of MasterAir AE 200 admixture is required to obtain the desired air content, consult your Local sales representative. In such cases, it may be necessary to determine that, in addition to a proper air content in the fresh concrete, a suitable air-void system is achieved in the hardened concrete. Dispensing and Mixing: Add MasterAir AE 200 admixture to the concrete mixture using a dispenser designed for air-entraining admixtures; or add manually using a suitable measuring device that ensures accuracy within plus or minus 3% of the required amount. For optimum, consistent performance, the air-entraining admixture should be dispensed on damp, fine aggregate or with the initial batch water. If the concrete mixture contains lightweight aggregate, field evaluations should be conducted to determine the best method to dispense the air- entraining admixture. Precaution In a 2005 publication from the Portland Cement Association (PCA R&D Serial No. 2789), it was reported that problematic air-void clustering that can potentially lead to above normal decreases in strength was found to coincide with late additions of water to air-entrained concretes. Late additions of water include the conventional practice of holding back water during batching for addition at the jobsite. Therefore, caution should be exercised with delayed additions to air-entrained concrete. Furthermore, an air content check should be performed after post-batching addition of any other materials to an air- entrained concrete mixture. Product Notes Corrosivity – Non-Chloride, Non-Corrosive: MasterAir AE 200 admixture will neither initiate nor promote corrosion of reinforcing and prestressing steel embedded in concrete, or of galvanized steel floor and roof systems. No calcium chloride or other chloride-based ingredients are used in the manufacture of this admixture. Compatibility: MasterAir AE 200 admixture may be used in combination with any BASF admixture, unless stated otherwise on the data sheet for the other product. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mixture. Technical Data Sheet Master Builders Solutions US LLC 23700 Chagrin Blvd. Cleveland, OH 44122 216‐839‐7500 www.master‐builders‐solutions.com Master Builders Solutions US LLC March 16, 2021 Casey Concrete a division of Western Slope Concret All Locations Attention: QC/QA Project: All Projects Project location: All Projects Certificate of Conformance MasterPozzolith® 322 Master Builders Solutions Admixture I, Richard Hubbard, Sr. Technical Marketing Specialist for Master Builders Solutions, Cleveland, Ohio, certify: That MasterPozzolith 322 admixture is a Master Builders Solutions WaterReducing Admixture for concrete; and That MasterPozzolith 322 and Pozzolith 322N admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterPozzolith 322 admixture; and That MasterPozzolith 322 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00024 percent (2.4 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterPozzolith 322 admixture meets the requirements for a Type A, Water Reducing, Type B, Retarding, and Type D, Water Reducing and Retarding Admixture specified in ASTM C494/C494M and AASHTO M194, the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements for Type A, Type B and Type D admixtures as specified in Corps of Engineers' CRDC 87. Richard Hubbard Sr. Technical Specialist page 1 of 3 Features Reduced water content required for a given workability Normal setting characteristics Benefits Improved workability Reduced segregation Superior finishing characteristics for flatwork and cast surfaces Increased compressive and flexural strengths Performance Characteristics Mix Data: 400 lb/yd3 (237 kg/m3) of Type I cement; slump 5 inches (125 mm); non-air-entrained concrete; concrete temperature 76 °F (24 °C); ambient temperature 74 °F (23 °C). Setting Time Mix Design Initial Set (h:min) Difference (h:min) Plain Concrete 5:20 REF MasterPozzolith 322 admixture @ 3 fl oz/cwt (195 mL/100 kg) 5:15 -0:05 5 fl oz/cwt (325 mL/100 kg) 5:40 +0:20 7 fl oz/cwt (460 mL/100 kg) 6:20 +1:00 Compressive Strength 7 Days 28 Days Mix Design psi MPa % psi MPa % Plain Concrete 2150 14.8 100 3070 21.2 100 MasterPozzolith 322 admixture @ 3 fl oz/cwt (195 mL/100 kg) 2820 19.4 131 3970 27.4 129 5 fl oz/cwt (325 mL/100 kg) 3160 21.8 147 4100 28.3 134 7 fl oz/cwt (460 mL/100 kg) 3190 22.0 148 4390 30.3 143 Note: The data shown are based on controlled laboratory tests. Reasonable variations from the results shown here may be experienced as a result of differences in concrete-making materials and jobsite conditions. Description MasterPozzolith 322 ready- to-use, liquid admixture is used for making more uniform and predictable quality concrete. It meets ASTM C 494/C 494M requirements for Type A, water-reducing, Type B, retarding, and Type D, retarding and water- reducing, admixtures. Applications Recommended for use in: Prestressed concrete Precast concrete Reinforced concrete Shotcrete Lightweight concrete Pumped concrete 4x4™ Concrete Pervious concrete Self-consolidating concrete (SCC) MasterPozzolith® 322 Water-Reducing Admixture 3 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete 03 70 00 Mass Concrete BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 MasterPozzolith 322 Setting time of concrete is influenced by the chemical and physical composition of the basic ingredients of the concrete, the temperature of the concrete and the climactic conditions. Trial mixes should be made with job site materials to determine the dosage required for specified setting time and a given strength requirement. Guidelines for Use Dosage: MasterPozzolith 322 admixture is recommended for use within a range of 3-7 fl oz/cwt (195-460 mL/100 kg) of cement for most concrete mixtures using average concrete ingredients. Because of variations in job conditions and concrete materials, dosages other than the recommended amounts may be required. In such cases, contact your local sales representative. Product Notes Corrosivity – Non-Chloride, Non-Corrosive: MasterPozzolith 322 admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally- added calcium chloride or other chloride-based ingredients. Compatibility: MasterPozzolith 322 admixture may be used in combination with any BASF admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mixture. Storage and Handling Storage Temperature: MasterPozzolith 322 admixture should be stored above freezing temperatures. If MasterPozzolith 322 admixture freezes, thaw at temperatures above 35 °F (2 °C) and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterPozzolith 322 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterPozzolith 322 admixture has been exceeded. Packaging MasterPozzolith 322 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Safety Data Sheets: MasterPozzolith 322 admixture Technical Data Sheet Master Builders Solutions US LLC 23700 Chagrin Blvd. Cleveland, OH 44122 216‐839‐7500 www.master‐builders‐solutions.com Master Builders Solutions US LLC March 16, 2021 Casey Concrete a division of Western Slope Concret All Locations Attention: QC/QA Project: All Projects Project location: All Projects Certificate of Conformance MasterPolyheed® 997 Admixture (formerly PolyHeed 997) Admixture for Concrete I, Richard Hubbard, Sr. Technical Specialist for Master Builders Solutions US LLC, Cleveland, Ohio, certify: That MasterPolyheed 997 admixture is a Master Builders Solutions MidRange WaterReducing Admixture for concrete; and That MasterPolyheed 997 and PolyHeed 997 admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterPolyheed 997 admixture; and That MasterPolyheed 997 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00012 percent (1.2 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterPolyheed 997 admixture meets the requirements for a Type A, WaterReducing Admixture, and Type F, WaterReducing, High Range Admixture specified in ASTM C494/C494M, the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements of Type A and Type F admixtures as specified in Corps of Engineers' CRDC 87 and AASHTO M194. Richard Hubbard Sr. Technical Specialist page 1 of 3 Features True mid-range water reduction (5-15%) and excellent performance across a wide slump range, especially the difficult slump range of 5-8 in. (125-200 mm) Superior workability, pumpability and finishability qualities even in concrete mixtures containing low amounts of cementitious materials Superior finishing characteristics for residential/commercial flatwork and formed surfaces Benefits Significantly reduced placement and finishing time resulting in lower in-place concrete costs Higher strength at all ages Enhanced concrete durability Increased service life of concrete structures Performance Characteristics Mixture Data: 500 lb/yd3 (295 kg/m3) of Type I cement; slump 6-7 in. (150-180 mm); 5-6% air; concrete temperature 70 °F (21 °C); ambient temperature, 70 °F (21 °C). Setting Time Performance1 Initial Set Difference Mixture (h:min) (h:min) Reference 6:01 — MasterPolyheed 997 admixture @ 5 fl oz/cwt (325 mL/100 kg) 6:22 +0:21 10 fl oz/cwt (650 mL/100 kg) 6:57 +0:56 15 fl oz/cwt (980 mL/100 kg) 7:31 +1:30 Description MasterPolyheed 997 admixture is a patented multi-component, mid- range water-reducing admixture. MasterPolyheed 997 admixture meets ASTM C 494/C 494M requirements for Type A, water-reducing, and Type F, high-range water-reducing, admixtures. Applications Recommended for use in: All concrete applications where superior workability, pumpability and finishability qualities are desired, in particular, flatwork, pumped concrete and pervious concrete Concrete containing manufactured sand and harsh concrete mixtures MasterPolyheed® 997 Mid-Range Water-Reducing Admixture 3 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete 03 70 00 Mass Concrete BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 MasterPolyheed 997 Compressive Strength, psi (MPa) Mixture 7-Day 28-Day Plain 2360 (16.3) 3320 (22.9) MasterPolyheed 997 admixture @ 5 fl oz/cwt (325 mL/100 kg) 3060 (21.1) 3930 (27.1) 10 fl oz/cwt (650 mL/100 kg) 3740 (25.8) 4610 (31.8) 15 fl oz/cwt (980 mL/100 kg) 4620 (31.9) 5460 (37.7) 1Note: The data shown are based on controlled laboratory tests. Reasonable variations from the results shown here may be experienced as a result of differences in concrete making materials and jobsite conditions. Guidelines for Use Dosage: MasterPolyheed 997 admixture has a recommended dosage range of 3-15 fl oz /cwt (195-980 mL/100 kg) of cementitious material for most concrete mixes. As the dosage of MasterPolyheed 997 admixture increases to 15 fl oz/cwt (980 mL/100 kg) of cementitious materials, normal concrete setting characteristics are maintained and early and ultimate compressive strengths increase. BASF does not recommend the use of dosages outside the recommended range without trial testing. Consult your local sales representative for assistance in determining the dosage for optimum performance. Product Notes Corrosivity – Non-Chloride, Non-Corrosive: MasterPolyheed 997 admixture will neither initiate nor promote corrosion of reinforcing or prestressing steel embedded in concrete, or of galvanized steel floor and roof systems. MasterPolyheed 997 admixture does not contain intentionally added calcium chloride or other chloride-based ingredients. Compatibility: MasterPolyheed 997 admixture may be used in combination with any BASF admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. Storage and Handling Storage Temperature: MasterPolyheed 997 admixture should be stored between 35 and 105 °F (2 and 41 °C). If MasterPolyheed 980 admixture freezes, thaw at 40 °F (5 °C) or above and completely reconstitute using mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterPolyheed 997 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterPolyheed 997 admixture has been exceeded. Packaging MasterPolyheed 997 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Safety Data Sheets: MasterPolyheed 997 admixture Additional Information For additional information on MasterPolyheed 997 admixture or its use in developing concrete mixtures with special performance characteristics, contact your local sales representative. The Admixture Systems business of BASF’s Construction Chemicals division is the leading provider of solutions that improve placement, pumping, finishing, appearance and performance characteristics of specialty concrete used in the ready-mixed, precast, manufactured concrete products, underground construction and paving markets. For over 100 years we have offered reliable products and innovative technologies, and through the Master Builders Solutions brand, we are connected globally with experts from many fields to provide sustainable solutions for the construction industry. Technical Data Sheet Master Builders Solutions US LLC 23700 Chagrin Blvd. Cleveland, OH 44122 216‐839‐7500 www.master‐builders‐solutions.com Master Builders Solutions US LLC March 16, 2021 Casey Concrete a division of Western Slope Concret All Locations Attention: QC/QA Project: All Projects Project location: All Projects Certificate of Conformance MasterSet® AC 534 Master Builders Solutions Admixture I, Richard Hubbard, Sr. Technical Marketing Specialist for Master Builders Solutions, Cleveland, Ohio, certify: That MasterSet AC 534 admixture is a nonchloride Set Accelerating Admixture for concrete; and That MasterSet AC 534 and Pozzolith NC534 admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterSet AC 534 admixture; and That MasterSet AC 534 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.000045 percent (0.45 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterSet AC 534 admixture meets the requirements for a Type C, Accelerating Admixture specified in ASTM C494/C494M and AASHTO M194, the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements for Type C admixtures as specified in Corps of Engineers' CRDC 87. Richard Hubbard Sr. Technical Specialist page 1 of 3 Features Accelerated setting time across a wide range of temperatures Increased early compressive and flexural strengths Benefits Earlier finishing of slabs — reduced labor costs Reduced in-place concrete costs Reduced or eliminated heating and protection time in cold weather Earlier stripping and reuse of forms Superior finishing characteristics for flatwork and cast surfaces Performance Characteristics Mixture Data: 453 lb/yd3 (269 kg/m3) of Type I cement; 3-4 in. (75-100 mm) slump; concrete temperature 74 °F (23 °C); ambient temperature 50 and 75 °F (10 and 24 °C); non-air- entrained concrete. Setting time @ 50 °F (10 °C) Initial Set (h:min) Difference (h:min)) Plain 13:44 REF MasterSet AC 534 admixture @ ›20 fl oz/cwt (1,300 mL/100 kg) 7:11 - 6:33 ›40 fl oz/cwt (2,600 mL/100 kg) 6:05 - 7:39 Setting time @ 75 °F (24 °C) Initial Set (h:min) Difference (h:min)) Plain 8:18 REF MasterSet AC 534 admixture @ ›20 fl oz/cwt (1,300 mL/100 kg) 4:59 - 3:19 ›40 fl oz/cwt (2,600 mL/100 kg) 4:18 - 4:00 Description MasterSet AC 534 patented, ready-to- use, liquid admixture is formulated to accelerate time of setting and to increase early concrete strengths. MasterSet AC 534 admixture does not contain calcium chloride and is formulated to comply with ASTM C 494/C 494M Type C, accelerating, admixture requirements. Applications Recommended for use in: Reinforced, precast, pumped, flowable, lightweight or normal weight concrete and shotcrete (wet mix) Concrete placed on galvanized steel floor and roof systems which are left in place Prestressed concrete Fast-track concrete construction Concrete subject to chloride ion constraints 4x4™ Concrete Self-consolidating concrete (SCC) Pervious concrete MasterSet® AC 534 Accelerating Admixture 3 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 Guidelines for Use Dosage: The recommended dosage range for MasterSet AC 534 admixture is 10-45 fl oz/cwt (0.65 – 2.9 L/100 kg) of cementitious materials for most concrete mixtures using average concrete ingredients. Because of variations in job conditions and concrete materials, dosage rates other than the recommended amounts may be required. In such cases, contact your local sales representative. The maximum dosage of MasterSet AC 534 in potable water applications that require the use of NSF Certified products is 30 fl oz/cwt (2.0 L/kg) of cementitious materials. For specialty concrete mixtures such as 4x4 Concrete, dosages up to 100 fl oz/cwt (6.5 L/100 kg) may be required. Product Notes Corrosivity – Non-Chloride, Non-Corrosive: MasterSet AC 534 admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. Compatibility: MasterSet AC 534 admixture may be used in combination with any BASF admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mixture. Storage and Handling Storage Temperature: MasterSet AC 534 admixture should be stored above freezing temperatures. If MasterSet AC 534 admixture freezes, thaw at 35 °F (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterSet AC 534 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterSet AC 534 admixture has been exceeded. Packaging This product is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Safety Data Sheets: MasterSet AC 534 admixture MasterSet AC 534 Technical Data Sheet Master Builders Solutions US LLC 23700 Chagrin Blvd. Cleveland, OH 44122 216‐839‐7500 www.master‐builders‐solutions.com Master Builders Solutions US LLC March 16, 2021 Casey Concrete a division of Western Slope Concret All Locations Attention: QC/QA Project: All Projects Project location: All Projects Certificate of Conformance MasterSet® DELVO Master Builders Solutions Admixture for Concrete I, Richard Hubbard, Sr. Technical Marketing Specialist for Master Builders Solutions, Cleveland, Ohio, certify: That MasterSet DELVO admixture is a Master Builders Solutions Hydration Controlling Admixture for concrete; and That MasterSet DELVO admixture and DELVO Stabilizer admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterSet DELVO admixture and That MasterSet DELVO admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00014 percent (1.4 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterSet DELVO admixture meets the requirements for a Type B, Retarding and Type D, WaterReducing and Retarding Admixture specified in ASTM C494/C494M, the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements for Tyep B and Type D admixtures as specified in Corps of Engineers' CRDC 87 and AASHTO M194. Richard Hubbard Sr. Technical Specialist page 1 of 3 Features Reduced water content required for a given workability Retarded setting time characteristics Improved workability Benefits Provides flexibility in the scheduling of placing and finishing operations Offsets the effects of slump loss during extended delays between mixing and placing Reduces waste associated with concrete washwater and returned concrete Increased strength – compressive and flexural Performance Characteristics Rate of Hardening: The temperature of a concrete mixture and the ambient temperature (forms, earth, air, etc.) affect the hardening rate of concrete. At higher temperatures, concrete hardens more rapidly which may cause problems with placing and finishing. One of the functions of MasterSet DELVO admixture is to retard the set of concrete. Within the normal dosage range, it will generally extend the working and setting times of concrete containing normal portland cement, fly ash, slag cement and silica fume approximately 1 hour to 5 hours compared to a plain concrete mixture. This depends on job materials and temperatures. Trial mixtures should be made under approximate job conditions to determine the dosage required. Compressive Strength: Concrete produced with MasterSet DELVO admixture will develop higher early (within 24 hours) and higher ultimate strengths than plain concrete when used within the recommended dosage range and under normal, comparable curing conditions. When MasterSet DELVO admixture is used in heat-cured concrete, the length of the preheating period should be increased until the initial set of the concrete is achieved. The actual heat-curing period is then reduced accordingly to maintain existing production cycles without sacrificing early or ultimate strengths. Description MasterSet DELVO ready- to-use, liquid admixture is used for making more uniform and predictable high-performance concrete. MasterSet DELVO admixture retards setting time by controlling the hydration of portland cement and other cementitious materials while facilitating placing and finishing operations. MasterSet DELVO admixture meets ASTM C 494/C 494M requirements for Type B, retarding, and Type D, water-reducing and retarding, admixtures. Applications Recommended for use in: Stabilization of concrete washwater Stabilization of returned plastic concrete Stabilization of freshly batched concrete for long hauls 4x4™ Concrete Pumped concrete, shotcrete (wet mix) and conventionally-placed concrete Plain, reinforced, precast, prestressed, lightweight and normal weight concrete Pervious concrete MasterSet® DELVO Hydration Controlling Admixture 3 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete 03 70 00 Mass Concrete BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 MasterSet DELVO Guidelines for Use Dosage: MasterSet DELVO admixture is recommended for use at a dosage of 4 ± 1 fl oz/cwt (260 ± 65 mL/100 kg) of cementitious materials for most concrete mixtures using average concrete ingredients. For long time-to- discharge applications, such as long hauls, dosages higher than the recommended range may be required. Specifically, for shotcrete applications, MasterSet DELVO admixture is recommended for use at a dosage of 1.5 fl oz/cwt to 25 fl oz/cwt (100 mL/100 kg to 1,500 mL/100 kg) of cementitious materials. Because of variations in job conditions and concrete materials, dosages other than the recommended amounts may be required. In such cases, contact your local sales representative. For concrete washwater and returned concrete stabilization, utilize MasterSet DELVO charts to determine the appropriate dosage rates. Product Notes Corrosivity – Non-Chloride, Non-Corrosive: MasterSet DELVO admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally- added calcium chloride or other chloride-based ingredients. Compatibility: MasterSet DELVO admixture may be used in combination with any BASF admixture. When used in conjunction with another admixture, each admixture must be dispensed separately into the mixture. CAUTION: While MasterSet DELVO and MasterLife CI 30 admixtures are compatible in the same concrete mixture when added separately, these two admixtures are NOT compatible in the same STORAGE TANK OR CONTAINER, in any ratio, as potentially harmful gas may result from blending the two. Contact a BASF representative if there are any questions regarding admixture storage or admixture compatibility. Storage and Handling Storage Temperature: MasterSet DELVO admixture should be stored above freezing temperatures. If MasterSet DELVO admixture freezes, thaw at 35 °F (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterSet DELVO admixture has a minimum shelf life of 12 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterSet DELVO admixture has been exceeded. Packaging MasterSet DELVO admixture is supplied in specially designed 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Safety Data Sheets: MasterSet DELVO admixture Technical Data Sheet July 02, 2020 This is to certify that CONCERA® SA8080, a High Range Water Reducer, as manufactured and supplied by GCP Applied Technologies Inc., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type A, F and ASTM C1017, AASHTO: M194, Type A, F. CONCERA® SA8080 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. Robert J. Hoopes Product Development Engineer GCP Applied Technologies Shawn Vondette Western Slope Concrete dba Casey Concrete All Plant Locations Carbondale, Colorado 81623 Project Name: All Projects Yours sincerely A construction products technologies company GCP Applied Technologies 62 Whittemore Avenue Cambridge MA 02140 gcpat.com SCC Customer Service: 1-877- 423-6491 CONCERA SA8080 High range water-reducing admixture -- ASTM C494 Type A and F and ASTM C1017 Type I Product Description CONCERA SA8080 is a high efficiency polycarboxylate-based superplasticizer intended for the production of Control Flow Concrete, a highly flowable concrete utilizing conventional mix designs. CONCERA SA8080 is formulated to extend slump-flow life while imparting extreme workability without segregation to concrete. CONCERA SA8080 is supplied as a ready-to-use liquid that weighs approximately 8.65 lbs/gal (1.04 kg/L). It does not contain intentionally added chlorides. Product Advantages Uses CONCERA SA8080 is recommended for use in the production of Control Flow Concrete, a highly flowable conventionally proportioned concrete category with slump flows that reside between conventional and self- consolidating concrete. Typical water content of base mixture (without CONCERA SA8080) should be sufficient to produce an untreated 2-5 inch (50-125 mm) slump. Please consult your GCP Applied Technologies representative for information and assistance should concrete performance requirements require lower water contents. CONCERA SA8080 can also be used as a conventional high-range water reducer. ® ® ® ® Uses conventional mix designs Enables the production of extremely high-flowing, segregation resistant concrete Yields consistent and predictable slump flows Provides extended slump flow retention Reduces/eliminates job-site QC support Provides consistent air management Easier and faster placement and finishing ® ® Produces concrete with extremely high levels of workability without segregation. Slump flows can vary from 16 to 25 inches (410 to 635 mm) with the types of materials used, but will typically range from 18 to 22 inches (460 to 560 mm). Provides superior water tolerance to the concrete, making it less susceptible to normal manufacturing moisture fluctuations Extends slump life to enable batch plant adjustments and predictable job site plastic properties ® Product Data Sheets Page 1 of 4 Control Flow Concrete Control Flow Concrete is a highly flowable concrete utilizing conventional mix designs, which requires minimal external energy to properly consolidate. Control Flow Concrete produced with CONCERA SA8080 high range water reducing admixture has unique advantages compared to conventional flowing concrete and/or Self-Consolidating Concrete. Advantages compared to conventional concrete mixtures: Advantages compared to self-consolidating concrete mixtures: Addition Rates CONCERA SA8080 is an easy to dispense liquid admixture. Dosage rates can be adjusted to meet a wide spectrum of concrete mix proportions and performance requirements. Addition rates will normally range from 8 to 20 fl oz/100 lbs (520 to 1305 mL/100 kg) of cementitious material. Should conditions require using more than the recommended addition rate, please consult your GCP Applied Technologies representative. Compatibility with Other Admixtures and Batch Sequencing CONCERA SA8080 is compatible with most GCP admixtures as long as they are added separately to the concrete mix, usually through the water holding tank discharge line. In general, it is recommended that the product be added to the concrete mix near the end of the batch sequence for optimum performance. Please see GCP Technical Bulletin TB-0110, Admixture Dispenser Discharge Line Location and Sequencing for Concrete Batching Operations for further recommendations. ® High flowability concreteHigh flowability concrete – enhanced flow properties with no change in stability or segregation resistance. Easy placement and finishingEasy placement and finishing – minimized need for vibration due to high flow and high responsiveness to external energy. Segregation resistantSegregation resistant – increased window of mix designs that maintain acceptable cohesiveness. Minimized blockingMinimized blocking – high passing ability through congested reinforcement without aggregate “blocking” when produced with maximum size aggregate conforming to ACI 211.1. Fast constructionFast construction – significantly faster concrete discharges and placement. Reduced equipment wearReduced equipment wear – pumps at lower pressures. Lower material costsLower material costs – uses conventional mix designs instead of specialized mix proportions. Superior moisture toleranceSuperior moisture tolerance – consistent and predictable flow properties through as larger range of manufacturing moisture fluctuations. Reduced job site quality controlReduced job site quality control – improved stability and segregation resistance reduces need for job site adjustments. ® ® Product Data Sheets Page 2 of 4 For concrete that requires air entrainment, the use of an ASTM C260 air-entraining agent such as DAREX II AEA is recommended to provide suitable air void parameters for freeze-thaw resistance. Please consult your GCP Applied Technologies representative for guidance. Packaging & Handling CONCERA SA8080 is available in bulk, delivered by metered tank trucks, in totes, and drums. CONCERA SA8080 will begin to freeze at approximately 32°F(0°C) but will return to full strength after thawing and thorough agitation. In storage and for proper dispensing, the temperature should be maintained above 32°F (0°C). Dispensing Equipment A complete line of accurate, automatic dispensing equipment is available. Specifications Concrete shall be designed in accordance with Standard Recommended Practice for Selecting Proportions for Concrete, ACI 211. The high-range water-reducing admixture shall be CONCERA SA8080 high range water reducer as manufactured by GCP Applied Technologies, or its equivalent. It shall be manufactured to meet all the requirements of Specification for Chemical Admixtures for Concrete, ASTM Designation C494 as a Type A and F and ASTM C1017 Type I admixture. The admixture shall be delivered as a ready-to-use, liquid product and shall not contain added chlorides. It shall be used in strict accordance with manufacturer’s recommendations. ® ® ® ® Product Data Sheets Page 3 of 4 July 02, 2020 This is to certify that Eclipse® 4500, a Shrinkage Reducing Admixture, as manufactured and supplied by GCP Applied Technologies Inc., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type S, AASHTO: M194, Type S. Eclipse® 4500 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. Robert J. Hoopes Product Development Engineer GCP Applied Technologies Shawn Vondette Western Slope Concrete dba Casey Concrete All Plant Locations Carbondale, Colorado 81623 Project Name: All Projects Yours sincerely A construction products technologies company GCP Applied Technologies 62 Whittemore Avenue Cambridge MA 02140 gcpat.com SCC Customer Service: 1-877- 423-6491 ECLIPSE 4500 Shrinkage reducing admixture ASTM C494 Type S Product Description ECLIPSE 4500 is a liquid admixture for concrete that dramatically reduces drying shrinkage and the potential for drying shrinkage-induced cracking and curling. Rather than functioning as an expansive agent, Eclipse 4500 acts by reducing the surface tension of pore water.ECLIPSE is specifically formulated for use in air-entrained concrete exposed to freezing and thawing conditions. ECLIPSE 4500 is a clear liquid admixture that weighs approximately 7.7 lbs/gal (0.92 kg/L). Product Advantages Uses ECLIPSE 4500 may be used in any concrete but provides the most value when used in concrete located in freeze-thaw environments where the potential for cracking due to drying shrinkage is prevalent and undesirable. Typical applications include, but are not limited to bridge decks, parking garages, marine structures and containment structures. ECLIPSE 4500 can be used in ready mix, precast and prestress concrete; in addition to mortar, grout and wet mix shotcrete. Performance Impact on plastic and hardened concrete propertiesImpact on plastic and hardened concrete properties — Figure 1 illustrates ASTM C157 drying shrinkage reduction up to 90 days (after 7 day curing) for concrete mixtures containing 0.75 gal/yd (3.7 L/m ) and 1.5 gal/yd (7.4 L/m ) of ECLIPSE 4500. This data depicts typical ECLIPSE 4500 test results for a well proportioned concrete mixture. However, pre-job drying shrinkage testing it is recommended to determine actual drying shrink-age characteristics for a specific mix design and set of materials. ® ® ®® ® Reduces drying shrinkage up to 80% at 28 days and 50% at 1 year and beyond Enables normal performance of air-entraining admixtures Reduces the potential of cracking due to drying shrinkage in full or partially restrained concrete Reduces curling Improves durability, which reduces maintenance and repair costs ® ® 3 3 3 3 ®® Product Data Sheets Page 1 of 4 Figure 1: ASTM C157 drying shrinkage reduction up to 90 days ECLIPSE 4500 impacts workability (slump) similarly to an equal volume of water; therefore, ECLIPSE 4500 should replace an equal volume of water. ECLIPSE 4500 may have a slight retarding effect on a concrete mix, typically less than one hour. It is recommended that ECLIPSE 4500 be used with near neutral setting polycarboxylate-based admixtures (including the MIRA and ADVA product lines). ECLIPSE 4500 may also cause a decrease (typically less than 10%) in early and later age compressive strengths. ECLIPSE 4500 is a non chloride containing, non-corrosive admixture that will not initiate or contribute to the corrosion of reinforcing steel. Air management guidelines Concrete containing ECLIPSE 4500 typically requires slightly higher AEA dosages to achieve similar plastic air content compared to an identical concrete mixture not containing ECLIPSE 4500. The following guidelines are recommended for concrete containing ECLIPSE 4500 and subject to freezing and thawing conditions. These guidelines were developed and validated through extensive laboratory and field testing. Note that minimum plastic concrete air contents represent plastic air at the point of placement. MAXIMUM COARSE AGG SIZEMAXIMUM COARSE AGG SIZE MINIMUM PLASTIC AIR CONTENTMINIMUM PLASTIC AIR CONTENT 3⁄8 in. (9.5 mm)7.5% 1⁄2 in. (12.5 mm)7% 3⁄4 in. (19 mm) or greater 6% ®® ® ® ®®® ® ® ® ® Minimum compressive strength at 28 days of 4,500 psi (31 MPa) Maximum water-cementitious materials ratio of 0.45 Minimum fresh concrete air content in accordance with the maximum aggregate size Product Data Sheets Page 2 of 4 Addition Rates Typical ECLIPSE 4500 dosage rates are 0.5 to 1.5 gal/yd (2.5 to 7.5 L/m ). However, dosage rates ranging from 0.2 to 2.0 gal/yd (1.0 to 10 L/m ) can be utilized to meet specific drying shrinkage requirements. Dosage rates as low as 0.2 gal/yd (1.0 L/m ) have been successfully used in concrete mixes which are just outside drying shrinkage specifications. It is recommended that trial mixtures be evaluated for shrinkage reduction in accordance with ASTM C157 prior to construction. Compatibility with Other Admixtures and Batch Sequencing ECLIPSE 4500 is compatible with the complete line of GCP Admixtures. In mixtures containing mid-or high-range water reducers, it is recommended that Eclipse 4500 be used with polycarboxylate-based MIRA mid-range water reducers and ADVA high-range water reducers. ECLIPSE 4500 is fully compatible with ASTM C260 air entrainers including DARAVAIR and DAREX and with calcium nitrite- based products including DCI and DCI S. In general, ECLIPSE 4500 may be added to the concrete batch sequencing at any time, however, preferably after the dry materials and most of the water. Different sequencing may be used if local testing shows better performance. Please see Technical Bulletin TB-0110, Admixture Dispenser Discharge Line Location and Sequencing for Concrete Batching Operations for further recommendations. ECLIPSE 4500 should not come in contact with any other admixture before or during the batching process, even if diluted in mix water. Pretesting of the concrete mix should be performed before use and as conditions and materials change in order to assure compatibility and to optimize dosage rates, addition times in the batch sequencing and concrete performance. Please consult your GCP representative for specific guidance. Packaging & Handling ECLIPSE 4500 is available in bulk quantities by GCP metered systems, in 275 gal (1,040 L) totes, or in 55 gal (208 L) drums. Dispensing Equipment A complete line of automatic dispensing equipment is available through GCP. Flammability ECLIPSE 4500 has a flash point of 216°F (102°C). This is substantially above the upper limit of 140°F (60°C) for classification as a flammable material and above the limit of 200°F (93°C) for classification as a combustable material by DOT requirements. Nonetheless, this product must be treated with care and protected from excessive heat, open flame or sparks. For more information, consult the SDS. ®3 3 3 3 3 3 ® ® ®®® ®® ®® ® ® ® ® Product Data Sheets Page 3 of 4 July 02, 2020 This is to certify that Sinta F19, as supplied by GCP Applied Technologies Inc., are synthetic Fibers for concrete made from 100% virgin polypropylene in collated, fibrillated form. Designed specifically for use in concrete, they are alkali resistant, non-absorptive and completely non-corrosive. Sinta F19 complies with ASTM C 1116, Standard Specification for Fiber-Reinforced Concrete and Shotcrete, Section 4.1.3, Synthetic Fiber-Reinforced Concrete or Shotcrete. Sinta F19 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Robert J. Hoopes Product Development Engineer GCP Applied Technologies Shawn Vondette Western Slope Concrete dba Casey Concrete All Plant Locations Carbondale, Colorado 81623 Project Name: All Projects Yours sincerely A construction products technologies company GCP Applied Technologies 62 Whittemore Avenue Cambridge MA 02140 gcpat.com SCC Customer Service: 1-877- 423-6491 SINTA™ F19 Synthetic fiber for concrete ASTM C1116, ASTM C94 (formerly 3/4" Grace Fibers™) Product Description SINTA™ F19 synthetic fibers for concrete, are manufactured from 100% virgin polypropylene in collated, fibrillated form. Designed specifically for use in concrete, they are alkali resistant, non-absorptive and completely noncorrosive. Their use protects concrete from stresses which cause cracking while it is most vulnerable during the first 24 hours after placement. SINTA™ F19 comply with ASTM Designation C1116, Standard Specification for Fiber-Reinforced Concrete and Shotcrete , Type III Synthetic Fiber-Reinforced Concrete or Shotcrete. They are available in ¾ in. (19 mm) length. Uses SINTA™ F19 may be used in any application where decreased plastic shrinkage cracking and improved durability are desired. Specifically, such applications include but are not limited to, slabs on grade, pavements, overlays, sloped walls, pools, shotcrete, stucco, precast and prestressed products. It is suggested that this product be used in conjunction with properly compacted base materials and jointing in accordance with ACI guidelines and standards. SINTA™ F19 may be used as an alternative to welded wire fabric, depending on the application. SINTA™ F19 may not be used as a replacement for structural or post-crack control steel reinforcement. For temperature or shrinkage post-crack control, please consult a GCP Applied Technologies representative regarding our STRUX synthetic macro fibers. Product Advantages SINTA™ F19 uniformly distribute multi-dimensionally throughout the concrete mixture. The small fibrillated fibers mechanically lock in the fresh concrete matrix providing reinforcement for the mixture while its tensile strength is the weakest. This reinforcement reduces the formation of plastic shrinkage cracking that may otherwise permanently weaken the resulting concrete. The concrete permeability is decreased, while the surface characteristics, impact and toughness properties are improved. Together these effects work synergistically to produce a long-term better quality, more durable and serviceable concrete. Product Advantages ® Reduces plastic shrinkage cracking and improves durability Protects concrete from stresses that cause cracking Provides cost effective control of plastic shrinkage Provides overall higher quality of concrete Product Data Sheets Page 1 of 3 Addition Rates SINTA™ F19 may be added to concrete at any point during the batching or mixing process. SINTA™ F19 may be added to the aggregate during weighing or charging, or to the central mixer or truck before, during, or after charging. The load must be mixed at high speed for 5 minutes, or 70 revolutions, after the addition of the SINTA™ F19 to ensure uniform distribution. The standard range of addition for SINTA™ F19 is ¾ to 3 lbs/yd (450 to 1800 g/m ) of concrete. Typically, 1½ lbs/yd (900 g/m ) of SINTA™ F19 provides excellent results. Higher addition rates may be used to produce concrete when special properties are required. Compatibility with Other Admixtures SINTA™ F19 are compatible with all GCP admixtures. Their action in concrete is purely mechanical and will not affect the hydration process. Each admixture should be added separately. Packaging & Handling SINTA™ F19 are available in convenient Concrete-Ready™ Bags which are added, unopened, to the truck drum or central mixer. The specially designed cellulose fiber bag disintegrates and disperses its contents of SINTA™ F19, throughout the mix. Specifications Fibers shall be ¾ in. (19 mm) collated, fibrillated polypropylene fibers as supplied by GCP Applied Technologies, Cambridge, MA 02140. Required dosage rate shall be as specified by the design engineer or architect. SINTA™ F19 shall be used in strict accordance with the supplier’s recommendations and within time as specified in ASTM C94. The fibers shall comply with ASTM Designation C1116 Type III 4.1.3 and with applicable building codes. Certification of compliance shall be made available on request. Standard ACI 302 procedures for placing, finishing and curing shall be followed when using SINTA™ F. References Building Codes BOCA National Building Codes, SBCCI Standard Building Code, ICBO Uniform Building Code and all supplements as adopted by the Council of American Building Officials Fire Classifications Underwriters Laboratories (UL) on Series D700 and D800 metal deck assemblies American Concrete Institute (ACI) ACI 544 State of the Art Report of Fiber-Reinforced Concrete ACI 302 Guide for Concrete Floor and Slab Construction 3 3 3 3 Product Data Sheets Page 2 of 3 American Society of Testing and Materials (ASTM) ASTM C1116 Standard Specification for Fiber-Reinforced Concrete and Shotcrete ASTM C1579 Standard Test Method for Evaluating Plastic Shrinkage Cracking of Restrained Fiber Reinforced Concrete (Using a Steel Form Insert) ASTM C94 Standard Specification for Ready-Mixed Concrete gcpat.com | North America Customer Service: 1 877-4AD-MIX1 (1 877-423-6491)gcpat.com | North America Customer Service: 1 877-4AD-MIX1 (1 877-423-6491) We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right. SINTA, Grace Fibers and Strux are trademarks, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. © Copyright 2018 GCP Applied Technologies Inc. All rights reserved. GCP Applied Technologies Inc., 62 Whittemore Avenue, Cambridge, MA 02140 USA. In Canada, GCP Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6 This document is only current as of the last updated date stated below and is valid only for use in the United States. It is important that you always refer to the currently available information at the URL below to provide the most current product information at the time of use. Additional literature such as Contractor Manuals, Technical Bulletins, Detail Drawings and detailing recommendations and other relevant documents are also available on www.gcpat.com. Information found on other websites must not be relied upon, as they may not be up-to-date or applicable to the conditions in your location and we do not accept any responsibility for their content. If there are any conflicts or if you need more information, please contact GCP Customer Service. Last Updated: 2018-08-24 gcpat.com/solutions/products/sinta-f-fibers-sinta-m-fibers-and-sinta-fds/sinta-f19gcpat.com/solutions/products/sinta-f-fibers-sinta-m-fibers-and-sinta-fds/sinta-f19 Product Data Sheets Page 3 of 3 July 02, 2020 This is to certify that Sinta M2219, as supplied by GCP Applied Technologies Inc., are synthetic Fibers for concrete made from 100% virgin polypropylene in a monofilament form. Designed specifically for use in concrete, they are alkali resistant, non-absorptive and completely non-corrosive. Sinta M2219 complies with ASTM C 1116, Standard Specification for Fiber-Reinforced Concrete and Shotcrete, Section 4.1.3, Synthetic Fiber-Reinforced Concrete or Shotcrete. Sinta M2219 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Robert J. Hoopes Product Development Engineer GCP Applied Technologies Shawn Vondette Western Slope Concrete dba Casey Concrete All Plant Locations Carbondale, Colorado 81623 Project Name: All Projects Yours sincerely A construction products technologies company GCP Applied Technologies 62 Whittemore Avenue Cambridge MA 02140 gcpat.com SCC Customer Service: 1-877- 423-6491 SINTA™ M2219 Synthetic fiber for concrete ASTM C1116, ASTM C94 (formerly Grace Microfiber™) Product Description SINTA™ M2219 is a synthetic fiber for concrete, manufactured from 100% virgin polypropylene in a microfilament form. SINTA™ M2219 is produced on a state-of-the-art production line which is specifically designed to yield an ultrathin concrete reinforcing fiber. SINTA™ M2219 contains over 50 million individual fibers for each 1.0 lb/yd3 dosed. Engineered specifically for use in concrete, it is alkali resistant, non-absorptive and completely noncorrosive. SINTA™ M2219 protects concrete from stresses which cause cracking while the concrete is most vulnerable during the first 24 hours after placement. SINTA™ M2219 complies with ASTM Designation C1116, Standard Specification for Fiber-Reinforced Concrete and Shotcrete, Type III Synthetic Fiber-Reinforced Concrete or Shotcrete. SINTA™ M is ¾ in. (19 mm) in length. Uses SINTA™ M2219 may be used in any application where decreased plastic shrinkage cracking and improved durability are desired. Specifically, such applications include but are not limited to, slabs on grade, pavements, overlays, sloped walls, pools, shotcrete, stucco, precast and prestressed products. It is suggested that this product be used in conjunction with properly compacted base materials and jointing in accordance with ACI guidelines and standards. SINTA™ M2219 may be used as an alternative to welded wire fabric, depending on the application. SINTA™ M2219 may not be used as a replacement for structural or post-crack control steel reinforcement. For temperature or shrinkage post-crack control, please consult a GCP Applied Technologies representative regarding our STRUX synthetic macro fibers. Advantages SINTA™ M2219 uniformly distributes multi-dimensionally through-out the concrete mixture. The extremely high number of fibers in the fresh concrete matrix protects the concrete when its tensile strength is lowest, reducing the formation of plastic shrinkage cracking. This cracking and other internal stresses would otherwise permanently weaken the resulting concrete. The concrete permeability is decreased, while surface characteristics, impact and toughness properties are improved. Technically advanced production techniques make SINTA™ M2219 a highly durable fiber that is virtually invisible in fresh concrete. This minimizes fiber-reinforced concrete finishing concerns while providing the highest level of crack protection available. ® Product Data Sheets Page 1 of 4 Product Advantages Typical Properties Specific gravity 0.91 Absorption None Modulus of elasticity 500 ksi Melt point 320°F (160°C) Ignition point 1094°F (590°C) Alkali, acid and salt resistance High Addition Rates SINTA™ M2219 may be added to concrete at any point during the batching or mixing process. SINTA™ M2219 may be added to the aggregate during weighing or charging, or to the central mixer or truck before, during, or after charging. The concrete must be mixed at high speed for 5 minutes, or 70 revolutions, after the addition of SINTA™ M2219 to ensure uniform distribution. The standard range of addition for SINTA™ M2219 is 0.5 to 1.0 lb/yd (300 to 600 g/m ) of concrete. Compatibility with Other Admixtures SINTA™ M2219 is compatible with all GCP admixtures. Its action in concrete is purely mechanical and will not affect the hydration process. Each admixture should be added separately. Packaging & Handling SINTA™ M2219 is available in convenient Concrete-Ready™ Bags which are added, unopened, to the truck drum or central mixer. The specially designed cellulose fiber bags disintegrate and disperse the fibers throughout the mix. SINTA™ M2219 is available in 0.5 lb and 1.0 lb Concrete-Ready Bags in the U.S. and 600 g Concrete-Ready Bags in Canada. Reduces plastic shrinkage cracking and improves durability Protects concrete from stresses that cause cracking Provides cost effective control of plastic shrinkage Provides overall higher quality of concrete 3 3 Product Data Sheets Page 2 of 4 Specifications Fibers shall be ¾ in. (19 mm) microfilament polypropylene fibers as supplied by GCP Applied Technologies, 62 Whittemore Ave., Cambridge, MA 02140. One pound (450 grams) of fibers shall contain no less than 50 million individual fibers, 0.5 lb (225 grams) of fibers shall contain no less than 25 million individual fibers. Required dosage rate shall be as specified by the design engineer or architect. SINTA™ M2219 shall be used in strict accordance with the supplier’s recommendations and within time as specified in ASTM C94. The fiber shall comply with ASTM Designation C1116 Type III 4.1.3. Standard ACI 302 procedures for placing, finishing and curing shall be followed when using SINTA™ M. References Building Codes American Concrete Institute (ACI) BOCA National Building Codes, SBCCI Standard Building Code, ICBO Uniform Building Code and all supplements as adopted by the Council of American Building Officials ACI 544.1 R State of the Art Report of Fiber-Reinforced Concrete ACI 302 Guide for Concrete Floor and Slab Construction American Society of Testing and Materials (ASTM)— ASTM C1116 Standard Specification for Fiber-Reinforced Concrete and Shotcrete ASTM C1579 Standard Test Method for Evaluating Plastic Shrinkage Cracking of Restrained Fiber Reinforced Concrete (Using a Steel Form Insert) ASTM C94 Standard Specification for Ready-Mixed Concrete Product Data Sheets Page 3 of 4 July 02, 2020 This is to certify that STRUX® 90/40 Synthetic Macro Fiber Reinforcement, as supplied by GCP Applied Technologies Inc., are synthetic Fibers for concrete have been designed specifically for use in concrete and shotcrete and are manufactured from 100% virgin polyolefin material. STRUX® 90/40 Synthetic Macro Fiber Reinforcement complies with ASTM C 1116, Standard Specification for Fiber-Reinforced Concrete and Shotcrete, Section 4.1.3, Synthetic Fiber-Reinforced Concrete or Shotcrete. STRUX® 90/40 Synthetic Structural Fiber Reinforcement does not contain calcium chloride or chloride containing compounds as a functional ingredient. Robert J. Hoopes Product Development Engineer GCP Applied Technologies Shawn Vondette Casey Concrete All Plants Carbondale/Gypsum/Silt, Colorado 81623 Project Name: All Locations Yours sincerely A construction products technologies company GCP Applied Technologies 62 Whittemore Avenue Cambridge MA 02140 gcpat.com SCC Customer Service: 1-877- 423-6491 STRUX 90/40 Synthetic Macro- fibers Synthetic macro fiber reinforcement: ASTM C1116/C1116M Product Description STRUX 90/40 synthetic macro-fibers are a unique form of high strength, high modulus synthetic reinforcement that is evenly distributed throughout the concrete matrix. The macro-fibers adds toughness, impact and fatigue resistance to concrete. Unlike traditional microfiber reinforcement, STRUX 90/40 macro-fibers are specifically engineered to provide post-crack control performance. Reinforced concrete with STRUX 90/40 macro-fibers has been shown to reliably achieve residual flexural strength values in excess of 150 psi (1 MPa) at dosages that can easily be batched and finished. It consists of synthetic macro fibers 1.55 in. (40 mm) in length with an aspect ratio of 90 that have specifically been designed to replace welded wire fabric, steel fibers and light rebar reinforcement in slab-on-ground flooring, thin-walled precast elements and composite steel floor deck assemblies. STRUX 90/40 macro- fibers are a user-friendly fiber reinforcement, which are easier and safer to use, compared to these other types of reinforcement. Product Advantages Uses Slab-on-Ground STRUX 90/40 macro-fibers are specially designed for ease of use, rapid dispersion, good finishability and improved pumpability in slab-on-ground flooring and many precast applications. They may be used in commercial, industrial and residential floors, as well as other flat work and formwork applications. The addition rate of STRUX 90/40 macro-fibers can be easily calculated using GCP’s SDS Software, using several factors such as compressive strength of concrete, modulus of sub-grade reaction, thickness of concrete and applied loads. Please consult your GCP Applied Technologies sales representative for proper addition rate of STRUX 90/40 macro-fibers for your application. Always consult local building codes. (Refer to Engineering Bulletin 1). ® ® ® ® ® Saves money through lower labor costs and fewer construction days Enhances safety by eliminating handling of steel fibers, welded wire fabrics or light rebar Eliminates concerns of proper positioning of reinforcement Provides superior crack control due to the geometry and elastic modulus, corrosion resistant properties (non-ferric) Controls plastic and long-term drying shrinkage cracks ® ® ® Product Data Sheets Page 1 of 4 Composite Steel Floor Deck for Normal and Lightweight Concrete STRUX 90/40 macro-fibers can be used as a suitable alternative to welded wire fabric or light reinforcing steel specified for temperature and shrinkage reinforcement for composite steel floor deck assemblies. STRUX 90/40 macro-fibers comply with American National Standards Institute/ Steel Deck Institute (ANSI/SDI C-1.0) design code provisions for minimum reinforcing at the minimum addition rate of 4 lb./yd (2.4 kg/m ). STRUX 90/40 macro-fibers are UL (U.S.) and ULC (Canada) classified with fire ratings up to two hours for D700, F700, D800, F800, D900 and F900, except for 909 at a maximum addition rate of 5 lb./yd (3 kg/m ). Addition Rates STRUX 90/40 macro-fiber addition rates are dependent on the specific application and desired properties, and will typically vary between 3 to 8 lb./yd (1.8 to 4.8 kg/m ), but could go higher. Mix Design The utilization of STRUX 90/40 macro-fibers may require the use of a mid-range water reducer or a superplasticizer such as MIRA or ADVA admixture to restore the required workability. In addition, slight increases in fine aggregate contents may be needed. Please contact your GCP Applied Technologies representative with any questions. For more detailed instructions, refer to Technical Bulletin TB-1200. Compatibility with Other Admixtures and Batch Sequencing STRUX 90/40 macro-fibers are compatible with all GCP admixtures. Their action in concrete is mechanical and will not affect the hydration process of the cement or compressive strength. Each liquid admixture should be added separately to the concrete mix. STRUX 90/40 macro-fibers may be added to concrete at any point during the batching or mixing process. After the macro-fiber addition, the concrete must be mixed at a minimum of 70 revolutions to ensure adequate dispersion. STRUX STRUX 90/40 PROPERTIES90/40 PROPERTIES Specific gravity 0.92 Absorption None Modulus of elasticity 1,378 ksi (9.5 GPa) Tensile strength 90 ksi (620 MPa) Melting point 320°F (160°C) Ignition point 1,094°F (590°C) Alkali, acid & salt resistance High ® ® 3 3 ® 3 3 ® 3 3 ® ®® ® ® ® Product Data Sheets Page 2 of 4 Packaging STRUX 90/40 macro-fibers are available in 1 lb. or 5 lb. (0.5 kg or 2.3 kg) Concrete-Ready™ bags. Flexural strength and Toughness Flexural Strength and Toughness (Compressive Strength: 28MPa) according to ASTM C1609/C1609M-Flexural Strength and Toughness (Compressive Strength: 28MPa) according to ASTM C1609/C1609M- 1212 STRUX 90/40 Dosage Rate Specimen cross section Residual loads Residual strengths Toughness JCI- SF4 ) TR34 Width Depth Peak load Peak strength Peak-load deflection P 150 P 150 ƒ150 ƒ150 T 150 f R 600 150 600 150 150 (mm)(mm)P (N)f (MPa)δp(mm)(N)(N)(MPa)(MPa)(Joule)(MPa)(%) 0.19% (1.8 kg/m )152 151 29,813 3.90 0.048 5,776 4,236 0.75 0.55 18 0.80 20.0% 0.32% (3.0 kg/m )152 152 31,422 4.10 0.020 8,472 6,932 1.10 0.90 27 1.15 28.5% 0.50% (4.6 kg/m )152 151 30,513 4.00 0.050 12,323 10,012 1.60 1.30 37 1.60 40.5% Flexural Strength and Toughness (Compressive Strength: 4,000 psi) according to ASTM C1609/C1609M-Flexural Strength and Toughness (Compressive Strength: 4,000 psi) according to ASTM C1609/C1609M- 1212 STRUX 90/40 Dosage Rate Specimen cross section Residual loads Residual strengths Toughness JCI- SF4 ) TR34 Width Depth Peak load Peak strength Peak-load deflection P 150 P 150 ƒ150 ƒ150 T 150 f R 600 150 600 150 150 (in.)(in.)P (lbf)f (psi)δp(in.)(lbf)(lbf)(pso)(psi)(ibf-in.)(psi)(%) 0.19% (3.0 lb/cyd)6.00 5.95 6,702 565 0.0019 1,299 952 110 80 160 115 20.0% 0.32% (5.0 lb/cyd)6.00 6.00 7,064 595 0.0020 1,905 1,558 160 130 240 165 28.5% 0.50% (7.75 lb/cyd)6.00 5.95 6,860 580 0.0020 2,770 2,251 230 190 330 230 40.5% 1) Japan Concrete Insitute (JCI): “Standard Test Method for Flexural Strength and Flexural Toughness of Fiber Reinforced Concrete, (Standard SF4),” JCI Standards for Test Methods of Fiber Reinforced Concrete, Japan Concrete Institute, 1983 [ f = 450*T /(Width*Depth ) ] 2) The Concrete Society. Technical Report 34 Concrete industrial ground floors - A guide to their design and construction, The Society, Crowthome, 2003 ® 1 2) e,3 e,3 p p 3 3 3 1 2) e,3 e,3 p p e,3 150150 2 Product Data Sheets Page 3 of 4 Note:Note: Residual strength values and curves represent typical behavior and depend on the mix design, concrete strength and fiber dosage rates. gcpat.com | North America Customer Service: 1 877-4AD-MIX1 (1 877-423-6491)gcpat.com | North America Customer Service: 1 877-4AD-MIX1 (1 877-423-6491) We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use that would infringe any patent, copyright or other third- party right. ADVA, MIRA, and STRUX are trademarks, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. © Copyright 2018 GCP Applied Technologies Inc. All rights reserved. GCP Applied Technologies Inc., 62 Whittemore Avenue, Cambridge, MA 02140, USA GCP Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6 This document is only current as of the last updated date stated below and is valid only for use in the United States. It is important that you always refer to the currently available information at the URL below to provide the most current product information at the time of use. Additional literature such as Contractor Manuals, Technical Bulletins, Detail Drawings and detailing recommendations and other relevant documents are also available on www.gcpat.com. Information found on other websites must not be relied upon, as they may not be up-to-date or applicable to the conditions in your location and we do not accept any responsibility for their content. If there are any conflicts or if you need more information, please contact GCP Customer Service. Last Updated: 2019-03-07 gcpat.com/solutions/products/strux-synthetic-macro-fibers/strux-9040-synthetic-macrgcpat.com/solutions/products/strux-synthetic-macro-fibers/strux-9040-synthetic-macr o-fiberso-fibers Product Data Sheets Page 4 of 4