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Replacement of deck joint nosing Concrete pile jacketing Corrosion of steel can be slowed down by supplying a small electrical current to the reinforcing steel The anode corrodes to galvanically protect the reinforcing steel Anodes are installed in chloride-contaminated or carbonated concrete surrounding a patch repair or along a joint between new and existing concrete (Figure 94a) Embedded galvanic anodes are installed in a grid pattern by burying them within concrete Anodes are installed in areas of the concrete where there is a high likelihood of corrosion occurring or recurring (Figure 94b) When mortar is placed around the anode, it begins to sacri cially protect the adjacent reinforcement All deteriorated concrete should be removed from around and behind the reinforcing steel inside the repair area (Figure 95a) Prior to installation, electrical continuity of the reinforcing bar within the repair area should be con rmed with the use of a DC ohm meter (Figure 96b) Anodes are used in sound chloride-contaminated or carbonated concrete to prevent the onset of delamination or spalling of the concrete (Figure 94c) Embedded galvanic anodes reduce the corrosion activity of the reinforcing steel in the vicinity of the installed anode

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(c) chloride accelerated corrosion Figure 94 Accelerated corrosion due to potential difference between patch and chloride contaminated concrete

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usage of Service Information (SI) (August 1997, Second Edition) j ETSI TR 101 154 V141: Digital Video Broadcasting (DVB); Implementation guidelines for the use of Video and Audio Coding in Broadcasting Applications based on the MPEG-2 Transport Stream (July 2000) j ETSI TR 101 162: Digital Video Broadcasting (DVB); Allocation of Service Information (SI) and Data Broadcasting Codes for Digital Video Broadcasting (DVB) systems (October 1995)

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1 The dual-coating process for rebar uses a thermally applied zinc coating for cathodic protection and durability The Electro-statically applied powder outer coating acts as rst line of defense against corrosion caused by water and chlorides 2 Steel reinforcing bars are dual coated with zinc and epoxy coatings Such rebar conform to ASTM A1055 Speci cations This process involves thermal bonding to a conventional reinforcing steel bar, a zinc inner layer under a polymer outer layer These dual layers serve as a redundant and powerful system against corrosion

3 Saving rebar splice lengths: Opposing thread bars can be spliced together by using couplers with hexagonal nuts and lock nuts (supplied for example by DYWIDAG Threadbar Reinforcing Systems)

j ARIB STD-B10: Service information for digital broadcasting system (Version 12) j ARIB STD-B20: Digital broadcasting system and related operational guidelines for

1 Post-tensioning with high tensile strands of 270 ksi yield resists applied loads via increased compression However, corrosion of prestressing strands is a common problem and has been a cause of failure 2 For example, corrosion in post-tensioning in Florida bridges can be traced to several contributing factors Florida s humid saltwater environment Insuf cient grouting procedures produced air voids in the tendons that were grouted Shrinkage cracks and leaks can compromise anchor protection by ordinary concrete pour backs Flawed sealing of epoxy joints in precast segmental bridges can compromise the corrosion protection of internal tendons Furthermore, discontinuous ducts at precast segment joints, along with imperfect epoxy joint seals, allow direct access of water to tendons not fully grouted High-density polyethylene ducts of some external tendons suffer splits, allowing moisture direct access to grout or strands

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In recent years, new stronger type of steels have revolutionized the load carrying capacity of steel girders beyond the capacity for Grade 36 used for older bridges and Grade 50 for the newer bridges It is now possible to use shallower girders, if they meet maximum de ection criteria Further, HP weathering steel minimizes repainting requirements, which reduces maintenance costs signi cantly Shallower girders may be best suited for deck widening projects, where vertical under clearance is limited HPS may be used as stay-in-place formwork, open and closed wire rope and strand sockets, strand assemblies, open and closed bridge sockets, anchor sockets, turnbuckles, and specialized cable castings and forgings

j ARIB STD-B21: Digital receiver for digital satellite broadcasting services using broad-

Waterproo ng for bridge decks uses a prefabricated membrane consisting of a reinforcement of synthetic, non-woven material thoroughly impregnated and coated with modi ed

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casting satellites (Version 11) j ARIB TR-B15: Operational guidelines for digital satellite broadcasting services using broadcasting satellites (Version 11)

bitumen The reinforcement provides remarkable physical and mechanical properties It is protected by a thermo-fusible plastic lm on the underside and has mineral surface protection in the upper face

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