Irc Sp-37-2010-1 3t6bd

AMENDMENT TO IRC:SP:37-2010 Amendment No. 1/IRC:SP:37-2010/January, 2014 To IRC:SP:37-2010 “Guidelines for Evaluation of Load Carrying Capacity of Bridges” (First Revision) S. No. Clause No. For & Page No. 1. 8.5.8. (iii) last line

(iii)

…..Sub-clause 3.5 hereinbefore

last line

…..Sub-clause 3.5 hereinbefore (b)

For Girder Bridges

(i)

The deflection or the percentage recovery of deflection does not satisfy the limits specified in 8.6.2.

ii)

Signs of distress in the shape of cracks with a width more than 0.3 mm in the tensile zone of the girders for normal cases and 0.2 mm for structures exposed to very severe and adverse conditions or conspicuous diagonal cracks close to are observed.

C

(Page 33)

Read

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IR

ERRATA TO IRC:SP:37-2010

Errata No. 1/ IRC: SP: 37-2010 /January, 2014 To IRC:SP:37-2010 “Guidelines for Evaluation of Load Carrying Capacity of Bridges” (First Revision)

S. No. Clause No. For Read & Page No. “The linearity ….……… 24 hours.” “The linearity ….……… 24 hours.” 8.5.7. 1. (2nd para on 8.5.8 Page 33) “Next stage…..conditions.” “Next stage…..conditions.” 2.

8.5.8. (Page 33)

8.5.8.(a) For arch Bridges

(a) For arch Bridges

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INDIAN HIGHWAYS, FEBRUARY 2014