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TABLE 4.4.3CHEEP INVESTIGATIONDetails oftest specimensApLeiChauBridgeHillBo adflyoverSet 1iSet 2PHD LaboratorySet 3Set 4WaiLipStreetInterchangeconcrete grade45/2045/2045/2045/2045/2045/2045/20concrete compositioncementkg/nrChampion460GI524GI460GI4605R4605R460ai500aggregate2010finesMBQ927343446SOQ970244405MBQ927343446MBQ927343446MBQ927343446MBQ927343446CKLQ740370510total kg/m1716161917161716171617161620admixture1/nr2.622Daratard1.048Daratard2.622Daratard2.622Daratard1.500748MEwater 1/m197202197197197197200aggregate/cement ratiowater/cement3.730.433.20.393.730.433.730.433.730.433.730.433.240.40loading stressMPa13.413.212.12512.913.5513.955.7, 9.9loading agedays7877778, 17

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