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Advances in Bridge Engineering

Table 3 Properties of type II concrete for alternative 1

From: Modeling life expectancy and cost effectiveness for UHPC bridge retrofitting techniques

Properties

Typical Values

Air content

1 to 6%

Specified Minimum Strength (28 days)

31 Mpa

Minimum total cementitious materials content

362 Kg/m3

Maximum water-to-cement materials ratio

0.44

Maximum Allowable Chloride Content

0.237 Kg/m3

  1. Source: Florida Department of Transportation (FDOT) 2022
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