DateLaboratory Testing of Portland Cement Concrete Patch Material ...

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Tetraguard AS20PHASE II: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 10 ATTEMPT: 1 STSAMPLE DESCRIPTION: Mn/DOT 3U18 w/ Tetraguard AS20WATER/CEMENT RATIO: 0.395DATE MIXED: 4/22/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 45.01 lbDESIGN WATER: 17.77 lbAIR ENTRAINING ADMIXTURE: 150 mLOTHER: 0.69 lbINITIAL TESTINGSLUMP: 0.50 in.UNIT WEIGHT: 143.19 lb/ft 3AIR CONTENT: 4.70%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE III (LAFARGE)MICRO AIR (MBT)TETRAGUARD AS20BATCH STATUSREJECTEDFOR PHASE II TESTING(LOW AIR)ADDITIONAL TESTINGCOMPRESSIVE STRENGTH - 1 DAY 4130 psi3 DAYS 4925 psi7 DAYS 5885 psi28 DAYS 6110 psi56 DAYS 7255 psi90 DAYS 8785 psiRESULTS77
Tetraguard AS20 (Continued)PHASE II: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 10 ATTEMPT: 2 ND (AEA INCREASED)SAMPLE DESCRIPTION: Mn/DOT 3U18 w/ Tetraguard AS20WATER/CEMENT RATIO: 0.395DATE MIXED: 4/22/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 45.01 lbDESIGN WATER: 17.77 lbAIR ENTRAINING ADMIXTURE: 200 mLOTHER: 0.69 lbINITIAL TESTINGSLUMP: 0.25 in.UNIT WEIGHT: 142.81 lb/ft 3AIR CONTENT: 5.00%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE III (LAFARGE)MICRO AIR (MBT)TETRAGUARD AS20BATCH STATUSACCEPTEDFOR PHASE II TESTINGPHASE II TESTINGRESULTSCOMPRESSIVE STRENGTH - 1 DAY 3970 psi3 DAYS 5095 psi7 DAYS 5120 psiLENGTH CHANGE - 3 DAYS0.00350% change (expan.)7 DAYS -0.00325% change (shrink.)28 DAYS -0.01383% change (shrink.)56 DAYS -0.02133% change (shrink.)90 DAYS -0.02300% change (shrink.)FREEZE/THAW DURABILITY - 101 CYC.200 CYC.300 CYC.PERMEABILITY - 7 DAYS28 DAYS90 DAYSBOND STRENGTH1.40% loss in mass4.20% loss in mass9.90% loss in mass8693 C of charge passed (high)3948 C of charge passed (moderate)2853 C of charge passed (moderate)994 psi78
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REPORT NUMBER: WI-01-04LABORATORY T
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LABORATORY TESTING OF PORTLAND CEME
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TABLE OF CONTENTSTechnical Report D
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Table 12. Concrete-to-Concrete Bond
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Table 1. Rapid Setting Concrete Pat
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addition to these techniques, which
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manufactured by Perstorp Polyols, I
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Performance results reported by the
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4.4 Concrete Curing CompoundsTable
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- 5.1.3 Air Content -The concrete s
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Figure 5. Time of Set Test Results2
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The change in height test results a
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- 5.1.6 Compressive Strength -A set
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Mn/DOT 3U18 (CONTROL) Mn/DOT 3U18 w
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- 5.1.7 Phase I Test Results Summar
Page 31 and 32:
- 5.2.2 Compressive Strength -Since
Page 33 and 34: 26Figure 12. Length Change Test Res
Page 35 and 36: The freeze/thaw test results, which
Page 37 and 38: any dirt or epoxy. Then, the specim
Page 39 and 40: - 5.2.6 Concrete-to-Concrete Bond S
Page 41 and 42: - 5.2.7 Phase II Test Results Summa
Page 43 and 44: Table 14. Cost ComparisonADDITIVE/A
Page 45 and 46: The patch material containing Denka
Page 47 and 48: feasible, all test sections will be
Page 49 and 50: Roberts, J. W. (April 23, 2002) Imp
Page 52 and 53: Mn/DOT 3U18 (Control)PHASE I: MIX D
Page 54 and 55: Mn/DOT 3U18 (Control) (Continued)PH
Page 56 and 57: Type K Cement (Continued)PHASE I: M
Page 58 and 59: KomponentPHASE I: MIX DESIGNS AND T
Page 60 and 61: Denka CSA #20 (42.14 lb/yd 3 or 25
Page 62 and 63: Denka CSA 100R (42.14 lb/yd 3 or 25
Page 64 and 65: Peramin SRA330 (Continued)PHASE I:
Page 66 and 67: Eclipse PlusPHASE I: MIX DESIGNS AN
Page 68 and 69: Eclipse Plus (Continued)PHASE I: MI
Page 70 and 71: SolitePHASE I: MIX DESIGNS AND TEST
Page 72: HydrocurePHASE I: MIX DESIGNS AND T
Page 76 and 77: Mn/DOT 3U18 (Control)PHASE II: MIX
Page 78 and 79: Type K CementPHASE II: MIX DESIGNS
Page 80 and 81: KomponentPHASE II: MIX DESIGNS AND
Page 82 and 83: Denka CSA #20 (50.56 lb/yd 3 or 30
Page 86: APPENDIX C:ADDITIONAL TESTING OFSAT
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DateLaboratory Testing of Portland Cement Concrete Patch Material ...

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