Repair Method. MolGen may choose whether to repair a Defect or to engage third parties for this work.
Repair Method. Prepare the surface of the defective preformed thermoplastic marking or the surface so the application surface shall be free of oil, dirt, dust, grease and similar foreign materials . Repair shall be made by removing and replacing the marking or by melting the surface and evenly reapplying glass beads with a shaker.
Repair Method. The defective thermoplastic marking shall be completely removed and cleaned to the underlying pavement surface and re−applied in accordance with the requirements of this specification. Other defects not noted above, but determined by the Engineer to need repair, shall be repaired or replaced as directed by and to the satisfaction of the Engineer. All work in conjunction with the repair or replacement of defective thermoplastic reflectorized pavement markings shall be performed at the Contractor’s expense.
Repair Method. Prepare the surface so that all of the defective temporary removable pavement marking tape is removed and a clean surface remains. The temporary removable pavement marking tape shall be removed from pavement surface intact or in large pieces, at temperatures above freezing without the use of heat, solvents, grinding or blasting, without permanently damaging or marking the pavement surface, and in accordance with the manufacturer’s detailed recommendations. Remove all surface treatment, laitance, curing compound, or any other contaminants that would hinder adhesion. Clear any loose dirt and other debris from the area where the temporary removable pavement marking tape will be applied with compressed dry air. Use material and equipment that will not damage or mark the pavement surface on which the final pavement markings will be placed. Re-install temporary removable pavement marking tape on the cleaned surface in accordance with the requirements of this specification. Repair or replace other defects as directed by and to the satisfaction of the Representative.
Repair Method. Seller agrees to provide repaired spare parts which ------------- meet the original specifications listed on Attachment ___. Any spare part that the customer will view shall be repaired to like-new condition.
Repair Method. Pre-lining Cracked, missing pipe or voids caused by the cleaning operation (3) Repair with structural grout(1), thicken liner, or point repair(2) Dropped pipe or shapeloss caused by the cleaning operation (3) Point repair(2) Post-lining Damaged lateral caused by overly ground tap (i.e., over-cut service, damaged PVC, etc.) Repair with top hat, structural grout(1) or point repair(2) at the contractor’s expense. Wrinkles or ridges in the flow line that may impede the flow, prevent proper maintenance of the pipe, or sacrifice the structural integrity of the liner Grinding allowed if not part of structural component of liner. If grinding would require removal of structural component, then contractor shall make a point repair(2) at the contractor’s expense. Reinstated connection bulkheaded tap or inactive service Re-seal with structural grout(1) or point repair(2) Lined over debris Point repair(2) Soft spots or lifts in the liner Point repair(2) Final liner thickness less than required thickness bid See Part I, Section 4.5 Sewer maintenance equipment cannot pass the lateral seal(4) Replace or point repair(2) NOTES:
Repair Method. Prepare the surface of the defective polyurea marking to the satisfaction of the Engineer, to the extent that a substantial amount of the reflective glass spheres are removed and a roughened polyurea marking surface remains. Repair shall be made by restriping over the cleaned surface in accordance with the requirements of this specification and at the full thickness.
Repair Method. The defective polyurea marking shall be completely removed and cleaned to the underlying pavement surface to the satisfaction of the Engineer. The extent of removal shall be the defective area plus any adjacent polyurea pavement marking material extending three feet in any direction. After surface preparation work is complete, repair shall be made by reapplying polyurea over the cleaned pavement surface in accordance with the requirements of this specification. Other defects not noted above, but determined by the Engineer to need repair, shall be repaired or replaced as directed by and to the satisfaction of the Engineer. All work in conjunction with the repair or replacement of defective polyurea reflectorized pavement markings shall be performed at the Contractor’s expense.
Repair Method. The defective MMA-CST shall be completely removed and cleaned to the underlying pavement surface to the satisfaction of the Engineer. After surface preparation work is complete, repair shall be made by reapplying MMA color over the cleaned pavement surface in accordance with the requirements of this specification. Other defects not noted above, but determined by the Engineer to need repair, shall be repaired or replaced as directed by and to the satisfaction of the Engineer. All work in conjunction with the repair or replacement of defective MMA color shall be performed at the Contractor’s expense.
Repair Method. Prepare the surface of the defective PPPRP markings by grinding or blast cleaning. No other cleaning methods are permitted. Prepare the surface so that all of the defective PPPRP markings are removed and a clean surface remains. Immediately after surface preparation, remove loose particles and foreign debris by vacuuming and air blasting with compressed dry air. Re-install PPPRP markings on the cleaned surface in accordance with the requirements of this specification. Repair or replace other defects not noted above, but determined by the Representative to need repair, as directed by and to the satisfaction of the Representative.
