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FP-96 English Version - Eastern Federal Lands Highway Division

FP-96 English Version - Eastern Federal Lands Highway Division

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Section 502502.07 Pavement Jacking. This work consists of raising and supporting theconcrete pavement to the specified grade tolerances by drilling and injectinghydraulic cement grout.(a) Drilling holes. Determine a pattern for grout injection holes and submitfor approval. Drill holes vertically, round, and less than 2 inches in diameter.Prevent breaking out the bottom of the pavement.(b) Jacking. Establish string lines from the pavement high points to monitorslab movement. Lower an expanding rubber packer or hose, providing apositive seal and connected to the discharge hose on the grout plant, into theholes. Do not allow the discharge end of the packer or hose to extend belowthe lower surface of the concrete pavement.When jacking continuously reinforced concrete pavement, allow pumpingto raise the pavement to within 0.125 inches of the string line grade. Whenjacking jointed pavement and bridge approach slabs, allow pumping to raisethe pavement to within 0.25 inches of the transverse and longitudinal grades.Continuous pressures to 200 pounds per square inch are permitted. Usepressures to 300 pounds per square inch only for short periods (30 secondsor less). If the pavement is bonded to the subbase, brief pressure rises (10seconds or less) to 600 pounds per square inch may be allowed. Stop pumpingif grout extrudes through cracks, joints, shoulders, or from back pressurein the hose.(c) Overjacking. Grind pavement raised above the specified tolerances tograde. If the overjacking is greater than 1 inch, remove and replace thepavement or a portion thereof, according to Subsection 501.13.(d) Cracks. New cracks radiating through the grout injection holes arepresumed to have been caused by improper injection techniques. If anycracks emanate from any grout injection hole, remove and replace the slabor a portion of the slab according to Subsection 501.13.(e) Hole patching. After the grout has set and the hole plugs are removed,remove all grout from the holes for the full depth of the slab, and fill theholes with an epoxy mortar. Repair damaged holes.345

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