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placing and compacting of the limerock base, the preparation and priming of the <br /> base, the placing and maintaining of the surface treatment, all as specified herein <br /> and as shown on the Drawings. <br /> B. The width of all repairs shall extend at least 12 inches beyond the limit of the <br /> damage or as shown on the Drawings. The edge of the pavement to be left in <br /> place shall be saw cut to a true edge and should provide a clean edge to abut the <br /> repair. The line of the repair shall be reasonably uniform with no unnecessary <br /> irregularities. <br /> 3.03 TESTING <br /> A. The Contractor shall have and pay for density, soil bearing, materials and such <br /> other tests performed as it may deem necessary. The Contractor shall'fully <br /> cooperate with the testing agency. Should any test indicate that any portion of <br /> the materials or workmanship does not comply with these Specifications, a retest <br /> shall be performed at the Contractor s expense. If the retest confirms the first <br /> test, that portion of the work shall be removed and replaced or reworked at no <br /> additional cost to the Owner until satisfactory compliance is attained. <br /> 3.04 PARKING AND TRAFFIC STRIPES <br /> A. The Contractor shall paint the stripes indicated on the Drawings. The paint shall <br /> be applied in strict accordance with printed specifications of the manufacturer of <br /> the paint being applied, and the latest Florida Department of Transportation <br /> Standard Specifications. Unless otherwise indicated the width of stripes shall be <br /> 6". <br /> END OF SECTION <br /> 08/12 02513-3 11-4179 <br />