The 2015 intervening time revisions includes up to date details to the handbook for Bridge aspect Inspection, 1st version. it can be crucial to have this period in-between to have all present specification details
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Additional resources for AASHTO MBEI-1-I1 2015 Interim Revisions, AASHTO Manual for Bridge Element Inspection, 1st Edition
Cracking (1010) None. Crack that has selfarrested or has been arrested with effective arrest holes, doubling plates, or similar. Identified crack that is not arrested but does not warrant structural review. Connection (1020) Connection is in place Loose fasteners or and functioning as pack rust without intended. distortion is present but the connection is in place and functioning as intended. Missing bolts, rivets, or fasteners; broken welds; or pack rust with distortion but does not warrant a structural review.
The specific damage caused by the impact has been captured in Condition State 4 under the appropriate material defect entry. Element Commentary The other material open girder is intended for open girders constructed of composite materials, or other materials that cannot be classified using any other defined open girder element. © 2013 by the American Association of State Highway and Transportation Officials. All rights reserved. Duplication is a violation of applicable law. 2—Stringers These superstructure elements are part of a floor system and transmit load from the deck into the floor system, such as floor beams.
Patched area that is sound. Spall greater than 1 in. deep or greater than 6 in. diameter. Patched area that is unsound or showing distress. Does not warrant structural review. Surface white without build-up or leaching without rust staining. Heavy build-up with rust staining. 012 in. 0 ft. 05 in. 0 ft. 05 in. or spacing of less than 1 ft. Deterioration (Other) (1220) None. Initiated breakdown or deterioration. Significant deterioration or breakdown but does not warrant structural review. Distortion (1900) None.