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

By AASHTO

ISBN-10: 1560515910

ISBN-13: 9781560515913

ISBN-10: 1560516224

ISBN-13: 9781560516224

ISBN-10: 1680152300

ISBN-13: 9781680152302

The 2015 meantime revisions comprises up-to-date info to the handbook for Bridge point Inspection, 1st variation. it is important to have this intervening time to have all present specification info

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

Example text

Heavy build-up with rust staining. 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. 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 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. 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.

Classification: NBE Units of Measurement: ft Quantity Calculation: Number of girders multiplied by the span length. Condition State Definitions Condition States Defects Delamination/Spall/ Patched Area (1080) 1 2 3 4 GOOD FAIR POOR SEVERE None. Delaminated. Spall 1 in. or less deep or 6 in. or less in diameter. 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. Exposed Rebar (1090) None.

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


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