First Sentence:
Since the number and location of the actual traffic lanes on a bridge deck may be changed during the life of the bridge, design lanes are used to determine the maximum possible loading condition regardless of how the bridge deck width may be demarcated for its initial intended use.
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Key Phrases - Statistically Improbable Phrases (SIPs):
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unit virtual load, final prestressing force, live load plus impact, cable eccentricity, influence line ordinates, flange concrete, service live load, seismic response coefficient, superimposed dead load, seismic performance category, initial prestressing force, design shear strength, conjugate beam, vehicular loading, concrete flange, lane load, cable profile, response modification factors, design lanes, creep loss, site coefficient, impact fraction, shear reinforcement, standard truck, elastic curve
Key Phrases - Capitalized Phrases (CAPs):
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Licence Review, Civil Engineering, Douglas Fir, Portland Cement Association
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