Continuous, precast, prestressed concrete bridge deck panel forms, precast parapets, and method of construction

In a bridge structure adapted for a long span bridge, comprising in part of supporting beams extending longitudinally the length of the bridge span, said supporting beams themselves being supported by the bridge foundations, the combination comprising:

• premanufactured, prefabricated and prestressed partial depth cement concrete panels positioned continuously in a general transverse direction, with a space in between each panel, over supporting beams and supported thereby, said panels comprising:
• a plurality of prestressing cables extending within and through said panels in a general perpendicular direction to said supporting bridge beams;
• said prestressing cables extending continuously through each panel, through the space in between and through one adjacent panel;
• said prestressing cables extending continuously through said panels in an approximate perpendicular direction to the direction of the said supporting beams;
• a roughened top surface of said concrete panel to permit bonding;
• a cast-in-place cement concrete topping placed on the top surface of said concrete panel to form a smooth continuous top surface thereon, said concrete topping bonded to said concrete roughened top surface panel which when hardened forms a portion of the structural system in conjunction with said panel and bears loads impinging upon said cement concrete topping;
• a single unit precast parapet placed upon said prefabricated prestressed cement concrete panel adjacent to which is poured said cast-in-place concrete topping, comprising in combination:
• a single unit parapet body;
• a coupling rod member extending from within said parapet body into said cast-in-place concrete topping;
• a generally horizontal guide-support slab as an integral part of said parapet body adapted to support equipment used to pour and finish said cast-in-place topping to the appropriate thickness;
• haunches positioned between said panel and said beam, said haunches being of appropriate height to position the top surface of said panel.

In a bridge structure adapted for a long span bridge, comprising in part of supporting beams extending longitudinally the length of the bridge span, said supporting beams themselves being supported by the bridge foundations, the combination comprising:

• premanufactured, prefabricated and prestressed partial depth cement concrete panels positioned continuously in a general transverse direction, with a space in between each panel, over supporting beams and supported thereby, said panels comprising:
• a plurality of prestressing cables extending within and through said panels in a general perpendicular direction to said supporting bridge beams;
• said prestressing cables extending continuously through each panel, through the space in between and through the adjacent panel;
• said prestressing cables extending continuously through said panels in an approximate perpendicular direction to the direction of the said supporting beams;
• a roughened top surface of said concrete panel to permit bonding;
• a cast-in-place cement concrete topping placed on the top surface of said concrete panel to form a smooth continuous top surface thereon, said concrete topping bonded to said concrete roughened top surface panel which when hardened forms a portion of the structural system in conjunction with said panel and bears loads impinging upon said cement concrete topping;
• a parapet positioned on one of said panels, comprising in combination:
• a parapet body being a structural member and having a longitudinal void extending through the bottom portion thereof, said longitudinal void in communication with more than one generally vertical concrete pouring void segments extending through the top of said parapet body;
• dividing members being an integral part of the structural parapet and extending substantially the height of said parapet body from the top of said parapet body to said longitudinal void and adapted to strengthen said parapet body;
• a coupling dowel extending from said cast-in-place cement concrete topping to within said longitudinal void;
• a reinforcing member extending through said longitudinal void into said pouring void;
• haunches positioned between said panel and said beam, said haunches being of appropriate height to position the top surface of said panel.

In a bridge structure adapted for a long span bridge, comprising in part of supporting beams extending longitudinally the length of the bridge span, said supporting beams themselves being supported by the bridge foundations, the combination comprising:

• premanufactured, prefabricated and prestressed partial depth cement concrete panels positioned continuously in a general transverse direction, with a space in between each panel, over supporting beams and supported thereby, said panels comprising:
• a plurality of prestressing cables extending within and through said panels in a general perpendicular direction to said supporting bridge beams;
• said prestressing cables extending continuously through the space between adjacent panels;
• said prestressing cables extending continuously through said panels in an approximate perpendicular direction to the direction of the said supporting beams;
• a roughened top surface of said concrete panel to permit bonding;
• a cast-in-place cement concrete topping placed on the surface of said concrete panel in the space between and upon said prestressing cables to form a smooth continuous top surface thereon, said concrete topping bonded to said concrete roughened top surface panel which when hardened forms a portion of the structural system in conjunction with said panel and bears loads impinging upon said cement concrete topping;
• haunches positioned between said panel and said beam, said haunches being of appropriate height to position the top surface of said panel;
• whereby said cement concrete panels, cast-in-place cement concrete topping and prestressing cables function as a structurally continuous unit having continuous beam action and structural interaction between all spans.