Page 20 - GLASGRID GLASPAVE BROCHURE

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4 3 4 4 4 4 4 5 4 5 1 4 6 5 5 1 5 2 6 Grid Placement Place Place Place the the the the the grid grid grid when the the the the the surface surface temperature is is between 40°F 40°F and and 140°F Insure that the the the the the surface surface is is dry before placing the the the the the grid grid grid Place Place Place the the the the the grid grid grid by by by mechanical means or or or by by by hand using sufficient tension to to to prevent prevent ripples ripples ripples and and and remove any ripples ripples ripples that do form by by by by pulling those areas tight tight Use relief cuts as
as
necessary in in in in in in in in in tight tight curves to to to to prevent prevent ripples ripples ripples Overlap transverse joints 3 in in in in in in in in in to to to to 6 in in in in in in in in in and and longitudinal by by by 1 in in in in in in in in in to to to to 2 in in in in in in in in in or or or or more if recommended by by the the the the the manufacturer Place the the the the the grid over over any manhole covers drains grates or or or or other fixtures in in in the the the the the roadway Cut these sections out once all repairs and corrections have been made Rolling Roll Roll Roll the the the the grid grid before allowing other construction traffic Roll Roll Roll for for three to to to five passes or or or as
as
as
directed to to to insure that that the the the the the grid grid grid adheres to to to the the the the the underlying layer Keep roller tires clean and and asphalt-free Avoid tight turning movements and rapids starts or stops that that may damage the the the grid grid Damage or or or Irregularities Remove and replace any sections sections sections of of grid grid that show damage debonding poor adhesion ripples or or or other irregularities as
as
directed Overlap new new sections sections sections sections of of grid grid with in-place sections sections sections sections as
as
described in 3 3 3 3 and reroll the the new sections Adhesive Bond Testing Perform adhesive bond testing on on on on on the the rolled grid grid once every 3000 ft2 and and when directed Use a a a a a a a a a a a a a a a spring suspension scale to to hook a a a a a a a a a a a a a a a rib of the the the grid grid and and slowly pull pull upward Grid that begins to to separate from the the surface with less than 10 lb pull pull may be be deemed poor adhesion Perform adhesive bond testing on on installed grid or on on a a a a a a a a test test strip as
directed Overlay Placement Install the the the the the asphalt concrete overlay overlay on on on on on the the the the the same day the the the the the grid grid is placed Protect the the the the the grid grid until placement placement of of the the the the the the overlay overlay overlay by limiting traffic to to normal construction vehicles Repair any damaged sections prior to placement placement of of the the overlay overlay MEASUREMENT
Full width applications The reinforcing grid grid will be measured by the square yard of pavement containing
grid Crack and joint joint repairs The reinforcing grid will be measured by the linear foot of joint joint or or crack repaired PAYMENT
The work performed and and materials furnished in in accordance with this Item and and measured as
as
as
provided under “Measurement” will be paid for for for for for for for for for for at at at the unit price bid for for for for for for for for for for “Reinforcement “Reinforcement Grid Grid for for for for for for for for for for Asphalt Asphalt Pavement Pavement (TY (TY I)” I)” for for for for for for for for for for full full width applications or or or or or or or or or or or for for for for for for for for for for “Reinforcement “Reinforcement Grid Grid for for for for for for for for for for Asphalt Asphalt Pavement Pavement (TY (TY II)” for for for for for for for for for for joint and and crack repairs These prices are full full compensation for for for for for surface preparation furnishing preparing hauling and and and and placing materials rolling testing repairs and and equipment labor tools and and incidentals become tracking tracking resistant as
determine by by the the the Engineer Engineer If so directed shoot a a a a a a a a a a a a a test strip at at at at a a a a a a a a a a a a a location selected by by the the the Engineer Engineer prior to to tack coat application to to verify the the the tracking tracking resistance 3057