The 2015 period in-between revisions includes up to date details to the handbook for Bridge point Inspection, 1st version. it is vital to have this period in-between to have all present specification details
Read or Download AASHTO MBEI-1-I1 2015 Interim Revisions, AASHTO Manual for Bridge Element Inspection, 1st Edition PDF
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Extra info for AASHTO MBEI-1-I1 2015 Interim Revisions, AASHTO Manual for Bridge Element Inspection, 1st Edition
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. None. Initiated breakdown or deterioration. Significant deterioration or breakdown but does not warrant structural review. Efflorescence/Rust Staining None. (1120) Cracking (RC and Other) (1130) Deterioration (Other) (1220) © 2013 by the American Association of State Highway and Transportation Officials.
Tension zone. more than 5% of the member thickness in a serviceability of the element or tension zone. Does not warrant structural bridge; OR a structural review. review has been None. Crack that has been Identified crack that is completed and arrested through not arrested but does the defects effective measures. not require structural impact strength review. or serviceability of the element None. Length less than the Length equal to or or bridge. member depth or greater than the arrested with effective member depth but actions taken to does not require mitigate.
The element has impact damage. The specific damage caused by the impact has been captured in Condition State 2 under the appropriate material defect entry. The element has impact damage. The specific damage caused by the impact has been captured in Condition State 3 under the appropriate material defect entry. The element has impact damage. The specific damage caused by the impact has been captured in Condition State 4 under the appropriate material defect entry. Element Commentary The deck evaluation is three-dimensional in nature with the defects observed on the top and bottom surface, edges, or all; and being captured using the defined condition states.