DateLaboratory Testing of Portland Cement Concrete Patch Material ...

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Peramin SRA330 (Continued)PHASE I: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 8ATTEMPT: 3 RD (NEW AEA)SAMPLE DESCRIPTION: Mn/DOT 3U18 w/ Peramin SRA330WATER/CEMENT RATIO: 0.395DATE MIXED: 2/27/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 45.01 lbDESIGN WATER: 17.77 lbAIR ENTRAINING ADMIXTURE: 200 mLOTHER: 0.90 lbINITIAL TESTINGSLUMP: NOT TESTED*UNIT WEIGHT: 144.11 lb/ft 3AIR CONTENT: 3.60%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE III (LAFARGE)MICRO AIR (MBT)PERAMIN SRA330BATCH STATUSREJECTEDFOR PHASE I TESTING(LOW AIR)* The patch material consistency was too dry to attempt measuring the slump.PHASE I: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 8ATTEMPT: 4 TH (NEW AEA INCREASED)SAMPLE DESCRIPTION: Mn/DOT 3U18 w/ Peramin SRA330WATER/CEMENT RATIO: 0.395DATE MIXED: 2/27/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 45.01 lbDESIGN WATER: 17.77 lbAIR ENTRAINING ADMIXTURE: 300 mLOTHER: 0.90 lbINITIAL TESTINGSLUMP: NOT TESTED*UNIT WEIGHT: 144.13 lb/ft 3AIR CONTENT: 3.60%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE III (LAFARGE)MICRO AIR (MBT)PERAMIN SRA330BATCH STATUSREJECTEDFOR PHASE I TESTING(LOW AIR)* The patch material consistency was too dry to attempt measuring the slump.57
Peramin SRA330 (Continued)PHASE I: MIX DESIGNS AND TEST RESULTSSAMPLE NUMBER: 8ATTEMPT: 5 TH (NEW AEA INCREASED)SAMPLE DESCRIPTION: Mn/DOT 3U18 w/ Peramin SRA330WATER/CEMENT RATIO: 0.395DATE MIXED: 2/27/03BATCH COMPONENTSCOARSE AGGREGATE:73.23 lbFINE AGGREGATE: 71.57 lbCEMENT: 45.01 lbDESIGN WATER: 17.77 lbAIR ENTRAINING ADMIXTURE: 500 mLOTHER: 0.90 lbINITIAL TESTINGSLUMP: NOT TESTED*UNIT WEIGHT: 142.85 lb/ft 3AIR CONTENT: 3.80%DETAILS / SUPPLIER3/8" PEA GRAVEL (WINGRA)APPLETON QUARRYTYPE III (LA FARGE)MICRO AIR (MBT)PERAMIN SRA330BATCH STATUSREJECTEDFOR PHASE I TESTING(LOW AIR)* The patch material consistency was too dry to attempt measuring the slump.NOTE:The Peramin SRA330 product was eliminated from this study after five failedattempts, using two different air entraining admixtures, to meet the designparameters established for this research study.58
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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 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 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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DateLaboratory Testing of Portland Cement Concrete Patch Material ...

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