Guide Specification for Service Life Design of Highway Bridges (2020) / Chapter Skim
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Pages 276-280
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NCHRP Web-Only Document 269: Guide Specification for Service Life Design of Highway Bridges C-1 A P P E N D I X C Guide Specification Table of Contents Starts on following page.
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SECTION 4 -- CONCRETE STRUCTURES 4.1 -- DETERIORATION MECHANISMS AND COMMON MITIGATION APPROACHES .................................. 4-1 4.1.1 -- Chloride Induced Corrosion .......................................................................................................................4-1 4.1.2 -- Carbonation Induced Corrosion .................................................................................................................4-1 4.1.3 -- Freeze-thaw Attack ....................................................................................................................................4-2 4.1.4 -- Alkali Aggregate Reaction .........................................................................................................................4-2 4.1.5 -- Sulfate Attack .............................................................................................................................................4-2 4.1.6 -- Abrasion .....................................................................................................................................................4-2 4.1.7 -- Preservice Cracking ...................................................................................................................................4-2 4.2 -- MATERIAL-LEVEL PROTECTION STRATEGIES .........................................................................................
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6.2.2.1 -- Deterioration Environment .............................................................................................................. 6-4 6.2.2.2 -- Protection Strategies ........................................................................................................................
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8.1.1 -- Approach ....................................................................................................................................................8-1 8.1.2 -- Bridge LCCA Process ................................................................................................................................8-2 8.1.3 -- Uncertainty .................................................................................................................................................8-3 8.2 -- DESIGN ALTERNATIVES ................................................................................................................................
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