DateLaboratory Testing of Portland Cement Concrete Patch Material ...

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Type K CementPHASE II: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 2ATTEMPT: 1 STSAMPLE DESCRIPTION: Mn/DOT 3U18 w/ Type K CementWATER/CEMENT RATIO: 0.420DATE MIXED: 6/10/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 45.01 lbDESIGN WATER: 18.90 lbAIR ENTRAINING ADMIXTURE: 6 mLOTHER: NAINITIAL TESTINGSLUMP: 8.75 in.UNIT WEIGHT: 141.07 lb/ft 3AIR CONTENT: 5.00%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE K (CTS CEMENT)DARAVAIR 1400 (GRACE)BATCH STATUSREJECTEDFOR ADDITIONAL TESTING(LOW AIR)ADDITIONAL TESTINGCOMPRESSIVE STRENGTH - 8 HOURS 255 psi1 DAY 1395 psi3 DAYS 2410 psi7 DAYS 3385 psi28 DAYS56 DAYS90 DAYS5375 psi6210 psi6950 psiRESULTS71
Type K Cement (Continued)PHASE II: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 2ATTEMPT: 2 NDSAMPLE DESCRIPTION: Mn/DOT 3U18 w/ Type K CementWATER/CEMENT RATIO: 0.420DATE MIXED: 6/10/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 45.01 lbDESIGN WATER: 18.90 lbAIR ENTRAINING ADMIXTURE: 5 mLOTHER: NAINITIAL TESTINGSLUMP: 7.75 in.UNIT WEIGHT: 141.33 lb/ft 3AIR CONTENT: 5.20%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE K (CTS CEMENT)DARAVAIR 1400 (GRACE)BATCH STATUSACCEPTEDFOR ADDITIONAL TESTINGADDITIONAL TESTINGRESULTSCOMPRESSIVE STRENGTH - 1 DAY 1680 psi3 DAYS 2700 psi7 DAYS 3480 psiLENGTH CHANGE - 3 DAYS0.00158% change (expan.)7 DAYS -0.00383% change (shrink.)28 DAYS -0.02358% change (shrink.)56 DAYS -0.03500% change (shrink.)90 DAYS -0.03867% change (shrink.)FREEZE/THAW DURABILITY - 101 CYC.200 CYC.300 CYC.PERMEABILITY - 7 DAYS28 DAYS90 DAYSBOND STRENGTH6.50% loss in mass10.20% loss in mass15.80% loss in massterminated at 165 min. (very high)terminated at 345 min. (very high)5830 C of charge passed (high)1044 psi72
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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
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 72: HydrocurePHASE I: MIX DESIGNS AND T
Page 76 and 77: Mn/DOT 3U18 (Control)PHASE II: MIX
Page 80 and 81: KomponentPHASE II: MIX DESIGNS AND
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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