DateLaboratory Testing of Portland Cement Concrete Patch Material ...

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HydrocurePHASE I: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 12 ATTEMPT: 1 STSAMPLE DESCRIPTION: Mn/DOT 3U18 w/ Hydrocure (LWFA)WATER/CEMENT RATIO: 0.395DATE MIXED: 2/6/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 58.14 lbCEMENT: 45.01 lbDESIGN WATER: 17.77 lbAIR ENTRAINING ADMIXTURE: 70 mLOTHER: 13.43 lbINITIAL TESTINGSLUMP: 0.25 in.UNIT WEIGHT: 141.63 lb/ft 3AIR CONTENT: 4.00%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE III (LAFARGE)DARAVAIR 1400 (GRACE)HYDROCURE(22% moisture content)BATCH STATUSACCEPTEDFOR PHASE I TESTINGPHASE I TESTINGRESULTSTIME OF SET221.75 min.CHANGE IN HEIGHT - INITIAL READING 0.2030 in.1 DAY 0.2416 in., -0.644% change (shrink.)3 DAYS 0.2424 in., -0.656% change (shrink.)7 DAYS 0.2426 in., -0.660% change (shrink.)COMPRESSIVE STRENGTH - 4 HOURS 35 psi6 HOURS 185 psi8 HOURS 235 psi1 DAY 4425 psi3 DAYS 6535 psi7 DAYS 7235 psi28 DAYS 6590 psi65
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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
Page 21 and 22: Figure 5. Time of Set Test Results2
Page 23 and 24: The change in height test results a
Page 25 and 26: - 5.1.6 Compressive Strength -A set
Page 27 and 28: 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 74: APPENDIX B:PHASE II PATCH MATERIAL
Page 77 and 78: Mn/DOT 3U18 (Control) (Continued)PH
Page 79 and 80: Type K Cement (Continued)PHASE II:
Page 81 and 82: Komponent (Continued)PHASE II: MIX
Page 83 and 84: Denka CSA #20 (50.56 lb/yd 3 or 30
Page 85 and 86: Tetraguard AS20 (Continued)PHASE II
Page 88: HydrocureADDITIONAL TESTING OF LWFA
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DateLaboratory Testing of Portland Cement Concrete Patch Material ...

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