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When a binary predicate is required, the type BinPred will be used In a binary predicate, the arguments are always in the order of first, second For both unary and binary predicates, the arguments will contain values of the type of objects being stored by the container Some algorithms and classes use a special type of binary predicate that compares two elements Comparison functions return true if their first argument is less than their second Comparison functions will be notated using the type Comp In addition to the headers required by the various STL classes, the C++ standard library includes the <utility> and <functional> headers, which provide support for the STL For example, in <utility> is defined the template class pair, which can hold a pair of values We will make use of pair later in this chapter.

The templates in <functional> help you to construct objects that define operator( ) These are called function objects, and they may be used in place of function pointers in many places Several predefined function objects are declared within <functional> They are shown here..

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The following design criteria will be followed: 1 Deck slab construction: One course deck construction is proposed Design will include a provision for a future 2-inch overlay 2 Deck joints: Deck joints will be provided only at the abutments It is anticipated that strip seal expansion joints will be used 3 Deck drainage: Longitudinal and cross slopes are provided on the deck slab Scuppers will be provided only if required, otherwise drainage inlets will be provided outside the deck area The total length of 220 feet is less than the maximum spacing of scuppers of 300 feet Deck drainage calculations will be performed using rainfall intensity for Mercer County 4 Truck live loads: Since projected ADTT exceeds 500, the bridge will be designed for a live load of HL-93 (LRFD version of HS-25 truck load) Fatigue analysis will be based on projected ADTT 5.

, E V Richardson, American Society of Civil Engineers, 1999 Horne, W A, Evaluating Unknown Bridge Foundations, Is It Worth It Proceedings of the International Water Resources Engineering Conference, Memphis, Tennessee, August 3 7, 1998 Hunter, D S, M A Hixon and Salim M Baig Comparisons of Two Methods of Screening Bridges for Scour, Journal of Hydraulic Engineering, 1993 Lagasse, P F, L W Zevenbergen, J D Schall and P E Clopper, Bridge Scour and Stream Instability Countermeasures Experience, Federal Highway Administration, 2001 LRFD Design Manual, Part 4, 7, Pennsylvania Department of Transportation Load Resistance Factor Design (LRFD) Bridge Design Speci cations, American Association of State Highway and Transportation Of cials, 1998 Manual for Condition Evaluation of Bridges, 1994 including all Interims, American Association of State Highway and Transportation Of cials..

Utilities: Except for bridge lighting, no bridge-mounted utilities are planned Span length: Three alternate span arrangements were considered: Single curved span of 220 feet There are many disadvantages to using a single curved span, namely: 1 Bending moment is increased four times for a single span It results in design of deep girders (7 feet 6 inches depth for single span compared to 5 feet for two spans) and reducing minimum vertical underclearance to 14 feet 3 inches 2 Construction will be more expensive since loads on bearings, abutment walls, and foundations will be nearly doubled, and heavier sizes will result 3 A relative increase in live load de ections would cause vibrations in the bridge 4 The architecture of a single span with no pier will not match with the architecture of adjacent NJDOT bridges on the I-195 corridor.

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Two equal curved spans of 110 feet each Advantages are reductions in maximum bending moment and economical design of superstructure Also, 16 feet 6 inch vertical underclearance is achieved Two unequal curved spans with one span of 110 feet and the other of 100 feet Due to unequal requirements for future acceleration and deceleration lanes of I-195, unequal ramp spans are required However, the pier must be located at the middle of the 60 foot median barrier..

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