DateLaboratory Testing of Portland Cement Concrete Patch Material ...

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Mn/DOT 3U18 (Control)PHASE I: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 1ATTEMPT: 1 STSAMPLE DESCRIPTION: Mn/DOT 3U18 (CONTROL)WATER/CEMENT RATIO: 0.339DATE MIXED: 2/6/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 45.01 lbDESIGN WATER: 15.27 lbAIR ENTRAINING ADMIXTURE: 18 mLOTHER: NADETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE III (LAFARGE)DARAVAIR 1400 (GRACE)INITIAL TESTINGBATCH STATUSSLUMP: NOT TESTED REJECTEDUNIT WEIGHT: NOT TESTED FOR PHASE I TESTINGAIR CONTENT: NOT TESTED (TOO DRY/STIFF)PHASE I: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 1ATTEMPT: 2 ND (WATER INCREASED)SAMPLE DESCRIPTION: Mn/DOT 3U18 (CONTROL)WATER/CEMENT RATIO: 0.384DATE MIXED: 2/6/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 45.01 lbDESIGN WATER: 17.27 lbAIR ENTRAINING ADMIXTURE: 18 mLOTHER: NAINITIAL TESTINGSLUMP: 2.75 in.UNIT WEIGHT: 144.47 lb/ft 3AIR CONTENT: 3.10%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE III (LAFARGE)DARAVAIR 1400 (GRACE)BATCH STATUSREJECTEDFOR PHASE I TESTING(LOW AIR)ADDITIONAL TESTINGCOMPRESSIVE STRENGTH - 7 DAYS7425 psiRESULTS45
Mn/DOT 3U18 (Control) (Continued)PHASE I: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 1ATTEMPT: 3 RD (AEA INCREASED)SAMPLE DESCRIPTION: Mn/DOT 3U18 (CONTROL)WATER/CEMENT RATIO: 0.384DATE MIXED: 2/6/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 45.01 lbDESIGN WATER: 17.27 lbAIR ENTRAINING ADMIXTURE: 28 mLOTHER: NAINITIAL TESTINGSLUMP: 0.25 in.UNIT WEIGHT: NOT TESTEDAIR CONTENT: 2.85%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE III (LAFARGE)DARAVAIR 1400 (GRACE)BATCH STATUSREJECTEDFOR PHASE I TESTING(LOW AIR)46
Page 1 and 2: REPORT NUMBER: WI-01-04LABORATORY T
Page 3 and 4: LABORATORY TESTING OF PORTLAND CEME
Page 5 and 6: TABLE OF CONTENTSTechnical Report D
Page 7 and 8: Table 12. Concrete-to-Concrete Bond
Page 9 and 10: Table 1. Rapid Setting Concrete Pat
Page 11 and 12: addition to these techniques, which
Page 13 and 14: manufactured by Perstorp Polyols, I
Page 15 and 16: Performance results reported by the
Page 17 and 18: 4.4 Concrete Curing CompoundsTable
Page 19 and 20: - 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 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 84 and 85: Tetraguard AS20PHASE II: MIX DESIGN
Page 86: APPENDIX C:ADDITIONAL TESTING OFSAT

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