{"id":160785,"date":"2024-10-19T09:39:30","date_gmt":"2024-10-19T09:39:30","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-345r-11\/"},"modified":"2024-10-25T01:58:09","modified_gmt":"2024-10-25T01:58:09","slug":"aci-345r-11","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-345r-11\/","title":{"rendered":"ACI 345R 11"},"content":{"rendered":"

The service-life performance of concrete bridge decks, including maintenance, repair, and rehabilitation needs, is directly related to the care exercised from the preconstruction through post-construction period. This guide provides recommendations for bridge deck construction based on considerations of durability, concrete materials, reinforcement, placing, finishing and curing, and overlays. Keywords: admixtures; aggregate; air entrainment; bridge decks; concrete curing; concrete finishing; concrete overlays; concrete placing; cracking; durability; polymer concrete; reinforcing bars; scaling; shrinkage; skid resistance.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nCONTENTS <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014 INTRODUCTION AND SCOPE
1.1\u2014 Introduction
1.2\u2014Scope
CHAPTER 2\u2014 DEFINITIONS
2.1\u2014 Definitions
CHAPTER 3\u2014 DESIGN AND DURABILITY CONSIDERATIONS
3.1\u2014 General <\/td>\n<\/tr>\n
5<\/td>\n3.2\u2014Concrete and reinforcement materials
3.3\u2014Positive protective systems
3.3.1 Overlays
3.3.2 Other positive protective systems
3.4\u2014Arrangement and cover of reinforcement
3.4.1 <\/td>\n<\/tr>\n
6<\/td>\n3.4.2
3.4.3
3.4.4
3.4.5 <\/td>\n<\/tr>\n
7<\/td>\n3.5\u2014Deck thickness
3.5.1
3.5.2
3.5.3 <\/td>\n<\/tr>\n
8<\/td>\n3.5.4
3.5.5
3.6\u2014Deck drainage
3.6.1
3.6.2 <\/td>\n<\/tr>\n
9<\/td>\n3.6.3
3.7\u2014Joint-forming materials and locations
3.7.1 Field molded seal
3.7.2 Open-cell compression seal <\/td>\n<\/tr>\n
10<\/td>\n3.7.3 Closed-cell compression seal
3.7.4 Strip seal
3.7.5 Plug seal
3.7.6 Inflatable neoprene seal
3.7.7 Modular joint systems
3.7.8 Open joint systems
3.8\u2014Types and causes of deck cracking <\/td>\n<\/tr>\n
11<\/td>\n3.8.1
3.8.2 <\/td>\n<\/tr>\n
12<\/td>\n3.8.3
CHAPTER 4\u2014 CONCRETE MATERIALS
4.1\u2014 General
4.2\u2014Concrete-making materials
4.2.1 Cementitious materials
4.2.1.1 Portland cement
4.2.1.2 Blended cements <\/td>\n<\/tr>\n
13<\/td>\n4.2.1.3 Supplementary cementitious materials
4.2.1.4 Fly ash and natural pozzolans (ASTM C618-08a) <\/td>\n<\/tr>\n
14<\/td>\n4.2.1.5 Silica fume (ASTM C1240-10a)
4.2.1.6 Slag cement <\/td>\n<\/tr>\n
15<\/td>\n4.2.1.7 Other cements (Types K and CAC)
4.2.2 Aggregate
4.2.3 Water <\/td>\n<\/tr>\n
16<\/td>\n4.3\u2014Chemical admixtures
4.4\u2014Effects on concrete properties <\/td>\n<\/tr>\n
17<\/td>\n4.5\u2014Workability and consistency
4.6\u2014Bleeding
4.7\u2014Air content
4.8\u2014Setting time
4.9\u2014Shrinkage
4.9.1 Plastic shrinkage
4.9.2 Drying shrinkage <\/td>\n<\/tr>\n
18<\/td>\n4.10\u2014Durability <\/td>\n<\/tr>\n
19<\/td>\n4.11\u2014Strength
4.12\u2014Skid resistance
CHAPTER 5\u2014 REINFORCEMENT
5.1\u2014General considerations
5.1.1 Delamination and spalling <\/td>\n<\/tr>\n
20<\/td>\n5.2\u2014Reinforcement placement
5.3\u2014Reinforcement supports and ties
5.4\u2014Concrete cover over reinforcement
5.4.1
5.4.2
5.4.3
5.4.4
5.4.5 <\/td>\n<\/tr>\n
21<\/td>\n5.5\u2014Cleanliness
5.6\u2014Reinforcement type
5.6.1 Bare reinforcement
5.6.2 Galvanized steel <\/td>\n<\/tr>\n
22<\/td>\n5.6.3 Epoxy-coated reinforcement <\/td>\n<\/tr>\n
23<\/td>\n5.6.4 Stainless steel
5.6.5 Fiber-reinforced polymers (FRPs)
5.6.6 Microcomposite steel <\/td>\n<\/tr>\n
24<\/td>\nCHAPTER 6\u2014 PLACING, FINISHING, AND CURING
6.1\u2014 Placing
6.1.1 General considerations
6.1.1.1 Temperature controls
6.1.2 Transportation
6.1.3 Rate of delivery
6.1.4 Placing equipment <\/td>\n<\/tr>\n
25<\/td>\n6.1.4.1 Concrete pumps
6.1.5 Vibration and consolidation
6.1.5.1 Vibration of FRC
6.1.6 Sequence of placing
6.1.7 Labor requirements and qualifications
6.1.7.1 <\/td>\n<\/tr>\n
26<\/td>\n6.1.7.2
6.1.7.3
6.1.8 Special care of reinforcement during placing
6.2\u2014Finishing
6.2.1 General
6.2.1.1 Roughness <\/td>\n<\/tr>\n
27<\/td>\n6.2.1.2 Finishing silica fume concretes
6.2.1.3 Finishing FRC
6.2.1.4 Finishing high-performance concrete
6.2.2 Timing of operations
6.2.3 Manual methods
6.2.4 Finishing aids
6.2.5 Mechanical equipment
6.2.5.1 <\/td>\n<\/tr>\n
28<\/td>\n6.2.5.1.1 Longitudinal finish, longitudinal travel
6.2.5.1.2 Transverse finish, longitudinal travel
6.2.5.1.3 Longitudinal finish, transverse travel
6.2.5.1.4
6.2.5.2 Rails and guides
6.2.5.2.1 Equipment traveling longitudinally <\/td>\n<\/tr>\n
29<\/td>\n6.2.5.2.2 Dead load deflections
6.2.5.2.3 Equipment traveling transversely <\/td>\n<\/tr>\n
30<\/td>\n6.2.5.3
6.2.6 Texturing
6.2.6.1
6.2.6.2 <\/td>\n<\/tr>\n
31<\/td>\n6.2.6.3
6.2.6.4 Texturing steel fiber
6.2.7 Correction of defects
6.2.8 Poor skid resistance
6.3\u2014Curing
6.3.1 General considerations <\/td>\n<\/tr>\n
32<\/td>\n6.3.1.1 Silica fume concrete
6.3.1.2 High-performance concrete
6.3.1.3 Fiber-reinforced concrete
6.3.2 Curing methods
6.3.2.1 Continuous water curing
6.3.2.2 Membrane c
6.3.2.3 Sheet materials <\/td>\n<\/tr>\n
33<\/td>\n6.3.3 Time of application
6.3.3.1
6.3.3.2
6.3.3.3
6.3.4 Duration
6.3.5 Cracking
6.3.6 Scaling
6.3.7 Related information
CHAPTER 7\u2014 OVERLAYS
7.1\u2014 Scope
7.2\u2014Need for overlays
7.2.1 Waterproof barrier <\/td>\n<\/tr>\n
34<\/td>\n7.2.2 Skid resistance
7.2.3 Wearing course
7.2.4 Reduction of wheel load effect
7.3\u2014Required properties of overlays
7.3.1 Properties required of all overlays
7.3.1.1
7.3.1.2
7.3.1.3
7.3.1.4
7.3.2 Properties required of waterproof barriers
7.3.2.1
7.3.2.2
7.3.2.3
7.4\u2014Types of overlays <\/td>\n<\/tr>\n
35<\/td>\n7.4.1 Thin polymer overlays
7.4.2 Hydraulic cement concrete overlays
7.4.3 Membrane and asphalt concrete overlays
7.4.3.1
7.5\u2014Design considerations <\/td>\n<\/tr>\n
36<\/td>\n7.6\u2014Construction considerations
7.6.1 Deck construction to accommodate overlays
7.6.2 Constructing the overlay
7.6.2.1
7.6.2.2
7.6.2.3 <\/td>\n<\/tr>\n
37<\/td>\n7.7\u2014Other considerations
7.7.1 Geographic and climatic factors
CHAPTER 8\u2014 REFERENCES
8.1\u2014 Referenced reports and standards <\/td>\n<\/tr>\n
39<\/td>\n8.2\u2014Cited references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

345R-11 Guide for Concrete Highway Bridge Deck Construction<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2011<\/td>\n46<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160789,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-160785","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/160785","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/160789"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160785"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160785"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160785"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}