527SECTION 612 – UNDERSEALING

612.01 Description

This work shall consist of drilling holes and furnishing and pumping an asphalt material under cement concrete pa vement in accordance with 105.03. MATERIALS

612.02 Materials

Asphalt material shall be in accordance with the following: 10 Utility asphalt, UA-III ................................................. 902.01(d) CONSTRUCTION REQUIREMENTS

612.03 Weather Limitations Undersealing shall not be performed when pavement surface temperatures are below 40°F, or when the subgrade or subbase is frozen. If proper undersealing cannot be achieved due to excessive temperatures or direct sunlight, work shall be performed at night. 20

612.04 Shoulders All holes, low areas, or displaced areas in the shoulders imme diately adjacent to

the pavement edge shall be filled with loam, clay, or other approved material and compacted to the elevation of the pavement. Such areas, including all other shoulder areas immediately adjacent to the pavement ed ge, shall be compacted with a roller or another approved method. 612.05 Drilled Holes Where the existing pavement has transver se joints, holes not to exceed 1 1/2 in. 30 in diameter shall be drilled on the centerlines of the paveme nt lane to be treated. Such holes, unless otherwise directed, shall be located longitudinally between transverse joints or cracks at approximately 30 to 36 in. from the joints or cracks. Intermediate holes, if necessary, shall be spaced as directed. If the existing pavement does not have transverse joints, holes not to exceed 1 1/2 in. in diameter shall, unless otherwise specified, be located on the centerline of the pavement lane to be treat ed and be spaced as directed. An approved method shall be used to prevent the drill from entering the subgrade 40 after penetrating the pavement. Automatic stops on mechanical equipment and marked drill bits on hand operated jackhammers may be approved subject to satisfactory operation. Just prior to pumping operations, the surface of the pavement around each hole for an area of at least 1/2 the width of the lane being treated shall be thoroughly 612.05 528 sprinkled with water to prevent the undersealing material from adhering to the pavement surface.

612.06 Pumping 50

All storage tanks, pipes, retorts, booster tanks, and distributors used for storing or handling the materials shall be kept clean and in good operating condition at all times so there is no contamination of the materials. Where undersealing operations are being pe rformed under traffic, necessary signs, barricades, watchers, and flaggers shall be used to maintain one lane of traffic in the immediate vicinity of pumping operations. Traffic may be allowed to use the pumped areas upon removal of the original plugs and after the hardwood plugs are driven. When directed, certain portions may be required to be undersealed a second time. 60 The number of holes involved in this second undersealing shall not exceed 5% of the number of holes indicated in the Schedule of Pay Items. (a) Asphalt Material The asphalt shall be pumped through the drilled holes and under the pavement with an approved type of self-propelled pressure distributor, the pressure to be as directed. A metallic hose shall connect the asphalt tank through an asphalt pump to a 1 in. nozzle and a return metallic hose shall connect the nozzle to the asphalt distributor tank. 70 The nozzle shall be equipped with a 3-way valve that allows the asphalt to circulate back to the distributor tank when pumping operations are not in progress. The nozzle shall be inserted in the hole, driven to a snug fit, and pumping of the asphalt continued until the undersealing is complete, or to such other amount as directed. In case of an existing asphalt resurface on concrete, holes shall be drilled through the resurface and the underlying concrete and the no zzle shall be of sufficient length that it can be driven to a snug fit into the concrete without the upper part of the nozzle being below the elevation of the existing asphalt resurface. The asphalt shall not be heated above 500°F at any time and, when pumped under 80 the pavement, the temperature shall be no less than 350°F. All material heated beyond 500°F shall be rejected.

612.07 Method of Measurement

Asphalt material will be measured by the ton. Drilled holes for underseal will be measured per each hole drilled. 100

612.08 Basis of Payment

This work will be paid for at the contract unit price per ton for material for underseal. Drilled holes for underseal will be paid for at the contract unit price per each, complete in place. Additional holes and materials required for a second undersealing operation will be paid for at the contract unit prices for the quantities involved. Payment will be made under: 110 Pay Item Pay Unit Symbol Drilled Hole for Underseal ........................................................ EACH Material for Underseal ............................................................... TON The cost of shoulder material, wood and hardwood plugs, and necessary incidentals shall be included in the cost of the pay items.