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Table 6 Tested values, predictions, and comparisons.

From: Behavior of Laterally Damaged Prestressed Concrete Bridge Girders Repaired with CFRP Laminates Under Static and Fatigue Loading

Girder designation

Tested max load, kips (kN)

Predicted max load, kips (kN)

% increase or decrease compared to prediction

PS-1

75.87 (337.62)

81.9 (364.46)

Decreased 7.3

PS-2

61.88 (275.37)

66.5 (295.92)

Decreased 6.9

PS-3

90.14 (401.12)

79.7 (354.67)

Increased 13

PS-4

84.75 (377.14)

79.7 (354.67)

Increased 6.3

PS-5

78.92 (351.19)

79.7 (354.67)

Decreased 0.9

PS-6

100.91 (449.05)

85.6 (380.92)

Increased 17.8

PS-7

104.42 (464.67)

85.6 (380.92)

Increased 21.9

PS-8

99.16 (441.26)

85.6 (380.92)

Increased 15.8

PS-9

77.26 (343.81)

79.7 (354.67)

Decreased 3.1

PS-10

87.68 (390.18)

79.7 (354.67)

Increased 10.0