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C . Compaction - Provide a compacted layer depth of not less than three inches ( 3 " ) , not <br /> more than five inches ( 5 " ) . After each course has been uniformly spread, allow that <br /> course to cure as necessary prior to the rolling . Roll with rollers meeting the <br /> requirements of FDOT Standard Specifications for Road and Bridge Construction <br /> 2000, Section 330- 11 . Commence rolling at the low side of the course , except leave <br /> three to six inches ( 3 - 6 " ) from any unsupported edge or edges unrolled initially to <br /> prevent distortion . The in-place density of each compacted course will be determined <br /> in accordance with Section 330- 11 .3 . 1 . Density readings will be taken by a licensed <br /> nuclear gauge operator and witnessed by the Inspector. Construct at least two (2 ) <br /> control strips by varying the roller sequence to achieve maximum density. Compact <br /> the remaining recycled mixture to a target density of at least 96% of the highest <br /> average control strip density. Use both a pneumatic tire roller (25 -30 ton) and a steel <br /> roller ( 10 ton or larger) , operated in a vibratory mode in the rolling operation . <br /> D . Finishing - Complete the finishing operation during daylight hours . The roadway must <br /> be open to the traveling public at all times . <br /> E . Protection - As per FDOT Standard Specifications for Road and Bridge <br /> Construction 2000, Section 330- 14 . Protect any finished portion of the base course <br /> upon which construction equipment is required to travel to prevent marring, distortion, <br /> or damage of any kind . Immediately and satisfactorily correct any such damage . <br /> F . Surface Tolerance - As per FDOT Standard Specifications for Road and Bridge <br /> Construction 2000, Section 330- 13 .3 . Check the surface smoothness transversely <br /> with acceptable templates and longitudinally with straightedges in accordance with the <br /> requirements of Section 33043 .3 . Satisfactorily correct any surface irregularity that <br /> exceeds 1 /2 inch under a template or straightedge, and that the engineer deems <br /> obj ectionable . <br /> G . Tests for Depth of Finished Base Course - Determine the depth of Recycled <br /> Bituminous Base Course by cutting or drilling holes to the full depth of the completed <br /> base course . Make one depth measurement for each 500 lineal feet or less of <br /> completed base course . Remove and satisfactorily replace any section deficient 1 /2 <br /> inch or more from the specified depth at no expense to the County. <br /> Start the immediate correction of sections of the base course, which are deficient in <br /> depth at the point of the determined deficiency and proceed longitudinally and <br /> transversely until the base course is found to meet the specifications . <br /> Cut or drill all test holes , backfill with similar and/or acceptable material, and <br /> satisfactorily compact at no expense to the County. This operation will be under the <br /> supervision of the County, who will check the depth for record purposes . <br /> F :\Public Works\Capital Projects\CR 512 & Oslo- Milling, Resurfacing and Shoulder Paving\Bid Document5 . 18 .04. doc <br /> Page 22 of 58 <br />