Laserfiche WebLink
Engineer will accept the mix on the basis of visual inspection . The Engineer may run <br /> independent tests to determine the acceptability of the material . <br /> Density testing for acceptance will not be performed on widening strips or <br /> shoulders with a width of 5 feet or less , variable thickness overbuild courses , leveling courses , <br /> first lift of asphalt base course placed on subgrade , miscellaneous asphalt pavement , or any <br /> course with a specified thickness less than 1 inch or a specified spread rate less than 100 <br /> lbs/sy . In addition , density testing for acceptance will not be performed on the following areas <br /> when they are less than 1 , 000 feet in length : crossovers , intersections , turning lanes , <br /> acceleration lanes , deceleration lanes , or ramps . Compact these courses in accordance with <br /> a standard rolling procedure approved by the Engineer. In the event that the rolling procedure <br /> deviates from the approved procedure , placement of the mix will be stopped . <br /> 334 -7 Method of Measurement . <br /> For the work specified under this Section , the quantity to be paid for will be the weight <br /> of the mixture , in tons . <br /> The bid price for the asphalt mix will include the cost of the liquid asphalt orthe asphalt <br /> recycling agent and the tack coat application as specified in 334- 5 . 5 . 4 . There will be no <br /> separate payment or unit price adjustment for the asphalt binder material in the asphalt mix . <br /> 334- 8 Basis of Payment. <br /> 334 -8 . 1 General : Price and payment will be full compensation for all the work specified <br /> under this Section . <br /> SECTION 344 <br /> LOCAL AGENCY PROGRAM CONCRETE <br /> r <br /> 344- 1 Description . <br /> 344 - 1 General : Construct Local Agency Program ( LAP ) Concrete based on the type of <br /> work as described in the Contract and the Concrete Work Categories as defined below . <br /> 344 - 1 . 2 Work Categories : Construction of LAP concrete elements will fall into one of <br /> the following Concrete Work Categories : <br /> 344 - 1 . 2 . 1 Concrete Work Category 1 : Includes the construction of sidewalks , <br /> curb and gutter , ditch and slope pavement , or other non - reinforced cast- in - place or precast <br /> elements . <br /> 344- 1 . 2 . 2 Concrete Work Category 2 : Includes the construction of precast <br /> concrete including concrete barriers , traffic railing barriers , parapets , sound barriers , inlets , <br /> manholes , junction boxes , pipe culverts , storm sewers , box culverts , prestressed concrete <br /> poles , concrete bases for light poles , highway sign foundations , retaining wall systems , traffic <br /> separators or other structural precast elements . <br /> 344 - 1 . 2 . 3 Concrete Work Category 3 : Includes the work associated with the <br /> placement and /or construction of structural cast- in - place concrete requiring a class of <br /> concrete specified in FDOT Section 346 . <br /> 344-2 Materials . <br /> 344 -2 . 1 General : Use concrete composed of a mixture of Portland cement , <br /> aggregates , and water , with or without chemical or mineral admixtures that meet the following <br /> requirements : <br /> 40 Technical Specifications <br /> F:\Public Works\ENGINEERING DIVISION PROJECTS\0744-8th St- US1 to 6th Ave\Admim\bid documents\0744 CONTRACT <br /> DOCUMENTS\Technical Specification s .doc <br />