{"id":160781,"date":"2024-10-19T09:39:29","date_gmt":"2024-10-19T09:39:29","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-345-1r-16\/"},"modified":"2024-10-25T01:58:08","modified_gmt":"2024-10-25T01:58:08","slug":"aci-345-1r-16","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-345-1r-16\/","title":{"rendered":"ACI 345.1R 16"},"content":{"rendered":"
This guide addresses typical problems and cost-effective maintenance techniques for highway bridges and their members, providing guidance to engineers and maintenance staff. Maintenance is crucial to a bridge\u2019s lifespan and continued functionality, as well as to the public safety. Continuous and systematic maintenance of a bridge will extend its service life and reduce its overall operating cost. Concrete bridge maintenance is defined as those activities that are relatively inexpensive and repeatable, performed when a concrete member is still in good to fair condition, and are intended to prevent or minimize deterioration of the concrete. These activities include sealing, washing, caulking, crack repair, and other minor repairs intended to prolong functionality of bridge members. This guide does not cover major rehabilitation, reconstruction, or bridge inspection. Detailed methods of repairing and inspecting bridges are referenced wherever necessary throughout the guide relative to the subject matter. Keywords: bridges; cementitious; coating; maintenance; placement; polymer; sealant.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
3<\/td>\n | TITLE PAGE <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014INTRODUCTION AND SCOPE 1.1\u2014Introduction 1.2\u2014Scope CHAPTER 2\u2014DEFINITIONS CHAPTER 3\u2014MAINTENANCE OF BRIDGES 3.1\u2014Bridge maintenance <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 3.2\u2014Limitations 3.3\u2014Timing of maintenance CHAPTER 4\u2014DETERIORATION OF BRIDGES 4.1\u2014Deterioration indicators 4.2\u2014Causes <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 4.3\u2014Contributing factors <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | CHAPTER 5\u2014CONSIDERATIONS IN BRIDGE DESIGN 5.1\u2014General 5.2\u2014Decks and curbs <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 5.3\u2014Deck joints <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 5.4\u2014Superstructure <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 5.5\u2014Substructures <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | CHAPTER 6\u2014DRAINAGE AND WASHING 6.1\u2014General 6.2\u2014Deck drainage 6.3\u2014Washing exposed surfaces 6.4\u2014Maintenance of deck drains <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 6.5\u2014Other drain considerations CHAPTER 7\u2014SEALING 7.1\u2014General 7.2\u2014Purpose <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 7.3\u2014Sealing materials 7.4\u2014Suggested areas for sealing <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 7.5\u2014Recommended practice 7.6\u2014Product selection CHAPTER 8\u2014MAINTENANCE PATCHING 8.1\u2014General <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 8.2\u2014Purpose 8.3\u2014Selecting durable patching materials <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 8.4\u2014Recommended patching procedures CHAPTER 9\u2014JOINTS AND CRACKS 9.1\u2014General <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 9.2\u2014Maintenance of joints 9.3\u2014Cracks 9.4\u2014Crack repair <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 9.5\u2014Joint caulking CHAPTER 10\u2014NOTABLE TECHNIQUES FOR BRIDGE MAINTENANCE 10.1\u2014General 10.2\u2014Corrosion inhibitors for use in maintenance 10.3\u2014Galvanic cathodic protection using sprayed zinc <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 10.4\u2014Discrete or spot anodes CHAPTER 11\u2014SUMMARY CHAPTER 12\u2014REFERENCES <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Authored documents <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 345.1R-16 Guide to Maintenance of Concrete Bridge Members<\/b><\/p>\n |