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Loads Overhang wt 015 10/12 0125 ksf FWS 0025 ksf Total DL 015 ksf Approx LL 10 kip/ft acting at 10 ft from face of barrier B Strength 1 limit state: Total Mu (125 MDC 15 MDW 175 M(LL I) MDC 0125 302 / 2 05 (30 ft 067 ft) 0563 kip-ft/ft, where CG of barrier is 067 ft from edge of deck/barrier MDC 0563 1165 1728 kip-ft/ft MDW 0025 (30 ft 175)2 / 2 002 kip-ft/ft, neglecting the barrier width MLL (1 IMP) WLL (30 ft 175 ft 10 ft) 133 10 025 0333 kip-ft/ft Modi cation Factor D R I; (refer to Sec 622) Ductility Factor D 10 Redundancy Factor R 105 Importance Factor I 10 105 Overhang negative moment Mu (125 1728 15 0020 0333) 105 2911 kip-ft/ft < 935 kip-ft/ft (deck moment) Hence extend 5/8 in diameter top bars to edge of overhang



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y (inches per time unit2)

C Extreme Event II - Collision with parapet Forces are acting in transverse and longitudinal directions Collision moment 22 kip-ft/ft Conservatively assume 5 ft width of deck slab to resist the moment Transverse negative moment 22/5 44 < 935 kip-ft/ft Hence extend 5/8 in diameter bars at 9 in centers at top into overhang slab (For construciton load combinations, refer to Sec 572, Figure 522)

224 -2 628 -5





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Conventional deck joints have been a source of local concrete cracks 1 Elastomeric deck joints that cannot be repaired should be scheduled for replacement Several manufacturers have developed strip seal joints that are embedded in elastomeric concrete which can be used to bond the total joint to the concrete blockout 2 Elastomeric concretes are furnished by various manufacturers, ie, D S Brown Co, WatsonBowman Association, and Epoxy Industries, Inc These proprietary systems include trade names such as Delcrete, Wabocrete, and Cevacrete, respectively They are particularly wellsuited as replacement systems for existing elastomeric expansion dams because the required blockout depth is between 2 and 21 2 inches, and required blockout widths are comparable to existing blockouts that accommodate elastomeric seals 3 The joints should be a combination of the elastomeric concretes, appropriate extrusions, and compatible waterproof neoprene strip seals (Figure 72) Strip seals are available for movements up to 5 inches However, they should not be used for more than 4-inch movement classi cation due to concern for load carrying capacity of wider

Table 6-1

2-8 -10 -12

Figure 72 Example of a deck joint reconstruction at an abutment (W is from deck joint manufacturers table)

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openings Some of these systems use heat fusion bonding, which heat cures in about two hours, bonds to irregularities such as spalls in the blockout area, and is suitable for stage construction Deck joint reconstruction shall include:

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