DateLaboratory Testing of Portland Cement Concrete Patch Material ...

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KomponentPHASE II: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 3ATTEMPT: 1 STSAMPLE DESCRIPTION: Mn/DOT 3U18 w/ KomponentWATER/CEMENT RATIO: 0.395DATE MIXED: 4/24/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 38.26 lbDESIGN WATER: 17.77 lbAIR ENTRAINING ADMIXTURE: 55 mLOTHER: 6.75 lbINITIAL TESTINGSLUMP: 1.50 in.UNIT WEIGHT: 142.35 lb/ft 3AIR CONTENT: 4.60%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE III (LAFARGE)DARAVAIR 1400 (GRACE)KOMPONENTBATCH STATUSREJECTEDFOR PHASE II TESTING(LOW AIR)ADDITIONAL TESTINGCOMPRESSIVE STRENGTH - 1 DAY 3155 psi3 DAYS 4030 psi7 DAYS 5082 psi28 DAYS 6580 psi56 DAYS 7300 psi90 DAYS 8225 psiRESULTS73
Komponent (Continued)PHASE II: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 3ATTEMPT: 2 ND (AEA INCREASED)SAMPLE DESCRIPTION: Mn/DOT 3U18 w/ KomponentWATER/CEMENT RATIO: 0.395DATE MIXED: 4/24/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 38.26 lbDESIGN WATER: 17.77 lbAIR ENTRAINING ADMIXTURE: 70 mLOTHER: 6.75 lbINITIAL TESTINGSLUMP: 1.75 in.UNIT WEIGHT: 142.03 lb/ft 3AIR CONTENT: 4.80%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE III (LAFARGE)DARAVAIR 1400 (GRACE)KOMPONENTBATCH STATUSACCEPTEDFOR PHASE II TESTINGPHASE II TESTINGRESULTSCOMPRESSIVE STRENGTH - 1 DAY 3175 psi3 DAYS 4410 psi7 DAYS 4654 psiLENGTH CHANGE - 3 DAYS-0.00125% change (shrink.)7 DAYS -0.00517% change (shrink.)28 DAYS -0.02442% change (shrink.)56 DAYS -0.03617% change (shrink.)90 DAYS -0.04083% change (shrink.)FREEZE/THAW DURABILITY - 101 CYC.200 CYC.300 CYC.PERMEABILITY - 7 DAYS28 DAYS90 DAYSBOND STRENGTH0.70% loss in mass9.50% loss in mass25.50% loss in mass6597 C of charge passed (high)6455 C of charge passed (high)5897 C of charge passed (high)875 psi74
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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
Page 29 and 30: - 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 82 and 83: Denka CSA #20 (50.56 lb/yd 3 or 30
Page 84 and 85: Tetraguard AS20PHASE II: MIX DESIGN
Page 86: APPENDIX C:ADDITIONAL TESTING OFSAT
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