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DocuSign Envelope ID: 313DA256 -1EDE- 4396- A716- 4C53B809027E <br />JERRY M. PASSMORE CENTER ADDITION AND RENOVATION <br />HILLSBOROUGH, NORTH CAROLINA <br />C. Apply paint with mechanical equipment to produce pavement markings, of dimensions <br />indicated, with uniform, straight edges. Apply at manufacturer's recommended rates to provide <br />a minimum wet film thickness of 15 mils (0.4 mm). <br />1. Broadcast glass beads uniformly into wet pavement markings at a rate of 6 lb /gal. (0.72 <br />kg/L). <br />3.12 WHEEL STOPS <br />A. Install wheel stops in bed of adhesive as recommended by manufacturer. <br />B. Securely attach wheel stops to pavement with not less than two galvanized -steel dowels <br />embedded at one - quarter to one -third points. Securely install dowels into pavement and bond to <br />wheel stop. Recess head of dowel beneath top of wheel stop. <br />3.13 FIELD QUALITY CONTROL <br />A. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections. <br />B. Thickness: In -place compacted thickness of hot -mix asphalt courses will be determined <br />according to ASTM D 3549. <br />C. Surface Smoothness: Finished surface of each hot -mix asphalt course will be tested for <br />compliance with smoothness tolerances. <br />D. In -Place Density: Testing agency will take samples of uncompacted paving mixtures and <br />compacted pavement according to ASTM D 979. <br />1. Reference maximum theoretical density will be determined by averaging results from <br />four samples of hot -mix asphalt - paving mixture delivered daily to site, prepared <br />according to ASTM D 2041, and compacted according to job -mix specifications. <br />2. In -place density of compacted pavement will be determined by testing core samples <br />according to ASTM D 1188 or ASTM D 2726. <br />a. One core sample will be taken for every 1000 sq. yd. (836 sq. m) or less of <br />installed pavement, with no fewer than 3 cores taken. <br />b. Field density of in -place compacted pavement may also be determined by nuclear <br />method according to ASTM D 2950 and correlated with ASTM D 1188 or <br />ASTM D 2726. <br />E. Replace and compact hot -mix asphalt where core tests were taken. <br />F. Remove and replace or install additional hot -mix asphalt where test results or measurements <br />indicate that it does not comply with specified requirements. <br />ASPHALT PAVING 321216-9 <br />