New PDF release: AASHTO MBEI-1-I1 2015 Interim Revisions, AASHTO Manual for

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By AASHTO

ISBN-10: 1560515910

ISBN-13: 9781560515913

ISBN-10: 1560516224

ISBN-13: 9781560516224

ISBN-10: 1680152300

ISBN-13: 9781680152302

The 2015 intervening time revisions includes up-to-date details to the guide for Bridge aspect Inspection, 1st version. it is vital to have this intervening time to have all present specification info

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Additional info for AASHTO MBEI-1-I1 2015 Interim Revisions, AASHTO Manual for Bridge Element Inspection, 1st Edition

Sample text

Patched area that is unsound or showing distress. Does not warrant structural review. Exposed Rebar (1090) None. Present without measurable section loss. Present with measurable section loss but does not warrant structural review. Exposed Prestressing (1100) None. Present without section loss. Present with section loss but does not warrant structural review. 004 in. or spacing greater than 3 ft. 009 in. 0 ft. 009 in. or spacing less than 1 ft. None. Surface white without build-up or leaching without rust staining.

The specific damage caused by the impact has been captured in Condition State 3 under the appropriate material defect entry. Cracking (PSC) (1110) Efflorescence/Rust Staining None. (1120) Damage (7000) Not applicable. The condition warrants a structural review to determine the effect on strength or serviceability of the element or bridge; OR a structural review has been completed and the defects impact strength or serviceability of the element or bridge. 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.

All elements of the railing must be masonry block or stone. Classification: NBE Units of Measurement: ft Quantity Calculation: Number of rows of bridge rail times the length of the bridge; includes only the rail on the bridge. Condition State Definitions Condition States Defects Delamination/Spall/ Patched Area (1080) None. Efflorescence/Rust Staining None. (1120) 1 2 3 4 GOOD FAIR POOR SEVERE Delaminated. Spall 1 in. or less deep or 6 in. or less in diameter. Patched area that is sound. Spall greater than 1 in.

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