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sweeping operation immediate) after the milling operations or as Perform the p g p Y directed by the Engineer. 327-3 .2 Quality Control Requirements : Furnish an electronic level with a length of 4 feet and an accuracy of plus or minus 0 . 1 degree approved by the Engineer for the control of cross slope . Make this electronic level available at the jobsite at all times during milling operations . Calibrate and compare electronic levels in accordance with 330 - 12 . 3 . 1 at a minimum frequency of once per day before any milling operation. Multiple cuts may be made to achieve the required pavement configuration or depth of cut. 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 . Record all the measurements to the nearest 0 . 1 % on an approved form and submit to the Engineer for documentation . 1 . Tangent Sections : Measure the cross slope per lane at a minimum frequency of one measurement every 100 feet. Calculate the absolute deviation of cross slope at each measurement and then average the absolute deviation of ten consecutive cross slope measurements . The absolute deviation is the positive value of a deviation . When the average absolute deviation cross slope is consistently within the acceptance tolerance as shown in Table 327 - 1 and upon approval by the Engineer, the frequency of the cross slope measurements can be reduced to one measurement every 200 feet during milling operations . . 2 . Superelevated Sections : Measure the cross slope every 100 feet per lane within the length of full superelevation . Calculate the absolute deviation of each measurement and then average the absolute deviation of ten consecutive cross slope measurements . For every transition section, measure the cross slope at control points identified in the plans or, if not shown in the plans , at a control point at a location of 0 . 0 % cross slope . For curves where the length of the fully superelevated section is less than 250 feet, measure the cross slope at the beginning point, midpoint and ending point of the fully superelevated section, calculate the absolute deviation and average . When the number of measurements is less than ten and the ell length of full superelevation is greater than 250 feet, average the absolute deviation of all measurements . If the average absolute deviation of the cross slope measurements falls outside the acceptance tolerance shown in Table 327 - 1 , stop the milling operations and make adjustments until the problem is resolved to the satisfaction of the Engineer . If an individual cross slope deviation falls outside the acceptance tolerance as shown in Table 3274 , make corrections only in the deficient area to the satisfaction of the Engineer at no cost to the Department. For pavement with multiple cuts , the deficient areas not caused by the final cut may be left in place upon approval of the Engineer. All milling corrections shall be completed before placement of the asphalt course unless stated otherwise in the plans or as determined by the Engineer. The limits of deficient areas requiring correction may be verified and adjusted with more accurate measurement methods , including survey instruments , upon approval by the Engineer at no cost to the Department . Should the Contractor wish to have any corrections waived, submit a request to the Engineer for approval . The Engineer may waive the corrections at no reduction in payment if an engineering determination indicates that the deficiencies are sufficiently separated so as not to significantly affect the final cross slope or project grade . For intersections , tapers , crossovers , transitions at the beginning and end of the project, bridge approaches and similar areas , adjust the cross slope to match the actual site conditions , or as directed by the Engineer . -65 - FPID ( S) : 423186 - 1 - 58 - 01 ell ell e �. ell �. P Bk