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Item of Payment Payment for the work specified in this item shall be made under: Bid Item Stabilized sub -grade (12") Square Yard Bid Item Stabilized sub -grade (6") Square Yard ITEM NO. 10& 11 - CEMENTED Con11MA SHELL BARE The work specified in this item shall conform to Section 160 of the Florida Department of Transportation Specifications for Road and Bridge Construction (2000 Edition) as modified herein. No base will be constructed until density tests, as directed by the Engineer, show the specified values have been attained. Item of Payment Payment for the work specified in this item shall be made under: Bid Item 8" Cemented Coquina Base Square Yard Bid Item 6" Cemented Coquina Base Square Yard BID ITEM - PRIME AND TACK COATC All prime and tack materials as identified in the 2000 Road and Bridge Specifications may be used. The quantities to be paid for under this Section shall be included in the cost offs, following contact items: L Prime Coat - included in "Base" Pay Item. 2. Tack Coat -included in"Asphaltic Concrete'Pay Item 3. Bituminous Material (Plant Mix) (asph. cem. 20/30) - to be included in Asphaltic Concrete. BID ITEM- ASPHALTIC CONCRETE TWE C-111/4"THICK BID ITEM- ASPHALTIC CONCRETE TYPE Flr1, I"THICK The work specified in this item shall conform to Section 331 ofthe Florida Department of Transportation Standard Specifications for Road and Bridge Construction (1991 Edition) with the following modifications. Compaction shall be done to attain either of the following minimum standards at the Engineer's discretion. 93% Laboratory Density (AASHTO Test Method T 245) 92%Theoretical (Maximum Density)(AASHTO Test Method T 209) A sample shall be taken for each roadway at the Engineers direction. If a sample fails to meet these standards, one additional test will be performed, at the Contractor's expense, and the average result will be used. Ifthe average result is less than the minimum standards, a reduction in SP -9 W