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IN , .. ' S =" Hr �;.� n ':^ `F m, a k y. yr 'r d , v+# - +� ?ter 5 - ^" TABLE 327 - 1 Cross Slope Milling Acceptance Tolerance Individual Roadway Feature Absolute Average Absolute Deviation Deviation Tangent section 0 . 4% 0 . 2 % (including turn lanes) Superelevated curve 0 . 4% 0 . 2 % Shoulder 0 . 5 % 0 . 5 % In the event that the distance between tow edges of deficient areas is less than 100 feet, the correction work shall include the area between the deficient sections . 327-3 .3 Verification : The Engineer will verify the Contractor ' s cross slope measurements by randomly taking a minimum of ten cross slope measurements per lane per mile in tangent sections , control points in transition sections , and a minimum of three cross slope measurements on fully superelevated sections . The Engineer will measure the cross slope of the milled surface by placing the level at the center location of a lane and perpendicular to the roadway centerline . If the average absolute deviation or an individual cross slope deviation falls outside the acceptance tolerance as shown in Table 327 - 1 , immediately make a comparison check at the QC test locations to verify the QC measurements in the questionable section . If the comparisons are beyond the acceptable comparison tolerance in accordance with 327 -3 . 2 , stop the milling operation until the problem is resolved to the satisfaction of the Engineer. Correct any cross slope not meeting the individual deviation acceptance tolerance at no cost to the Department . The Engineer reserves the right to check the cross slope of the milled surface at any time by taking cross slope measurements at any location . 330 HOT BITUMINOUS MIXTURES — GENERAL CONSTRUCTION REQUIREMENTS . (REV 5-2440) (FA 84640) ( 141 ) 7 . 11 SECTION 330 (Pages 250-265 ) is deleted and the following substituted : SECTION 330 HOT BITUMINOUS MIXTURES - GENERAL CONSTRUCTION REQUIREMENTS 3304 Description . Construct plant-mixed hot bituminous pavements and bases . Establish and maintain a quality control system that provides assurance that all materials , products and completed construction submitted for acceptance meet Contract requirements . 330-2 Quality Control Requirements . 330-2 . 1 Minimum Quality Control Plan Requirements : In addition to the requirements set forth in Section 105 , perform as a minimum the following activities necessary to maintain process control and meet specification requirements : - 66 - FPID ( S ) : 423186 - 1 - 58 - 01 IN I INN IN CNN. NIT, ININNNIN IN N?N ... _.. , . . w* .c ,. „_ . . ,. .. � . n ..