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Chapter IIExpansion Joint Movement or Creep
Chapter VChange in Length of Concrete Slabs
4 other sections not shown
495-foot subsections 60 Degrees F approximately Article I—General beam behavior center line Changes in Moisture complete closure compressive stress concrete pavements concrete slabs contraction joint opening cracks Crater Lake Highway creep critical length cubic foot dowelled joint dowels effective temperature rise elastic expansion joint closure factor of safety feet fracture gauge points graph Highway Test Section Inch of Length inch per joint Inches Per Inch increase indicated infiltration of dirt installed Joint type joints show Lake Highway Test lane Length and Width load load transfer meas measurements moisture change moisture content Pacific Highway Plotted Against Changes Pringle Creek rainfall Reinforced Section Shrinkage in Inches side steel reinforcing Joint strain gauge stress concentration subbase subgrade subsection length taken temperature change Temperature of 60 test slab thermal expansion thickness tion joints ture type of joint urements weakened plane weight Western Oregon Width Corrected winter