Method of Construction. Stick built lll%, Panelized lll%, Combined lll%
Method of Construction. Grind the pavement surface to a uniform appearance with a high skid resistant longitudinal corduroy type texture. Provide grooves between 0.09 and 0.15 inches wide with the land area between the grooves between 0.06 and 0.13 inches wide. Ensure a ridge peak of approximately 0.0625 inches higher than the bottom of the grooves. Begin and end diamond grinding at lines normal to the pavement centerline. Grind only in the longitudinal direction. All grooves and adjacent passes shall be parallel to each other with no variation. Completely lap adjacent passes with no unground surface remaining between passes and no overlap of more than 1½ inches. Adjacent passes shall be within 1/8 inch of the same height as measured with a 3 foot straightedge. Maintain positive cross-slope drainage for the duration of the grinding operation. Grind all travel lanes to include auxiliary lanes, ramps and loops with not less than 98 percent of the specified surface being textured by grinding. Grinding of the bridge decks and concrete shoulders will not be required. Remove a minimum 0.0625 inches at all locations except dips. Extra grinding to eliminate minor depressions is not required. It is anticipated that extra grinding will be required on the high side of existing faults in the pavement. There shall be no ridge between lanes. In a separate operation, transition the grinding of any remaining ridges greater than 1/8 inch in height on the outside edge next to the shoulder or at a tie to an existing facility to the satisfaction of the Engineer. NCDOT has provided Mean Roughness Index (MRI) information for the existing roadway condition. This information can be found at the end of this provision. NCDOT will take final measurements after the completion of the Diamond Grinding process. Measurements will be taken in accordance with Section 710-7 of the 2018 Standard Specifications. Price adjustments will apply to each 0.10 mile section in accordance to Section 710-7.
Method of Construction. Maximum technically permissible torque Cmax,e at the brake lever (pneumatic)/Line pressure (pmax,e) (hydraulic)1:................................................. Threshold torque C0,e (pneumatic)/Line pressure (hydraulic)1: ......................... Ratio le/ee (pneumatic)/Piston diameter (hydraulic)1:……… / ……… ............. Maximum brake torque: .................................................................................... 3.1.1.12.3. Brake pad/Brake lining1 Manufacturer: .................................................................................................... Make: ................................................................................................................. Type: .................................................................................................................. Approval number2:............................................................................................. Identification (e.g. part number): ....................................................................... Effective surface area: .......................................................................................
Method of Construction. Grind the pavement surface to a uniform appearance with a high skid resistant longitudinal corduroy type texture. Provide grooves between 0.09 (2.28mm) and 0.15 (3.81mm) inches wide with the land area between the grooves between 0.06 (1.52mm) and 0.13 (3.30mm) inches wide. Ensure a ridge peak of approximately 0.0625 inches (1.59mm) higher than the bottom of the grooves. Begin and end diamond grinding at lines normal to the pavement centerline. Grind only in the longitudinal direction. All grooves and adjacent passes shall be parallel to each other with no variation. Completely lap adjacent passes with no unground surface remaining between passes and no overlap of more than 1½ inches (35 mm). Adjacent passes shall be within 1/8 inch (10 mm) of the same height as measured with a 3 foot (0.914 meter) straightedge. Maintain positive cross-slope drainage for the duration of the grinding operation. Grind all travel lanes to include auxiliary lanes, ramps and loops with not less than 98 percent of the specified surface being textured by grinding. Grinding of the bridge decks and concrete shoulders will not be required. Remove a minimum 0.0625 inches at all locations except dips. Extra grinding to eliminate minor depressions is not required. It is anticipated that extra grinding will be required on the high side of existing faults in the pavement. There shall be no ridge between lanes. In a separate operation, transition the grinding of any remaining ridges greater than 1/8 inch (10mm) in height on the outside edge next to the shoulder or at a tie to an existing facility to the satisfaction of the Engineer.
Method of Construction. At first the conductor is removed from bundle/drum straighten without knots, bends, etc. Stringing of conductor shall be done with draw vice. Conductor shall not be twisted while stringing. Shackle insulators shall be used if the line deviates by 30 degrees or more, at terminal pole and at junction/ cut pole. Parallel double groove clamp having two nut bolts designated to carry full line current shall be used for making Jumper wire connections. On straight line the conductor shall be bounded on top groove of insulator and at angular position binding shall be done in side groove. Binding wire of 12 SWG shallbe of the same metal as that of conductor.
Method of Construction. A. General Excavation - Excavation of all materials of whatsoever nature encountered shall be made to the lines and grades shown on the drawings, or as may be necessary to fully carry out the intent of the drawings, and of these specifications, where no grades are indicated or described. Surfaces of excavations in earth, exposed in the finished work, both level and sloped, shall be excavated in planes four inches lower than the finished surfaces, measured perpendicularly to the plans, and shall be brought up to the finished surfaces with 4" top soil as specified elsewhere. Finished surfaces shall be true to line and grade and shall be dressed to even planes. Unless otherwise shown or stated on the drawings, all exposed slopes excavated in earth shall be one vertical to two horizontal. Slopes shall be kept true to line and grade during the progress of the work, and should any slope be scoured by storm water, or otherwise disturbed, or should any excavation be scoured or disturbed before final payment is made, the Contractor shall promptly restore the slope or excavation so scoured, gullied or otherwise disturbed to line and grade before final payment is made. No additional compensation will be paid the Contractor by reason of the encountering of any unusual or unexpected subsoil conditions.
Method of Construction. Where existing roadway and bridge deck pavement is to be resurfaced, the bituminous concrete shall be placed in one course to the grade and contour approved by DCR and having a thickness of 3.5 to 4.5 times the nominal maximum size stone in the mix being placed.
Method of Construction. 1. TekSavvy shall construct the Installation by the method of construction identified in the Approved Plans as submitted to and approved by the County Engineer.
Method of Construction. 1. The Gas Company shall install the Project by the method of construction identified in the Approved Plan as submitted to and approved by the County Engineer.
Method of Construction. 1. Pleasant Valley shall install the Private Sanitary Forcemain by the method of construction identified in the Approved Plan as submitted to and approved by the County Engineer.
