FP-96 English Version - Eastern Federal Lands Highway Division

Section 302Aggregate gradation will be evaluated under Subsection 106.05. The aggregategradation upper and lower specification limits are the approved targetvalues plus or minus the allowable deviations shown in Table 703-2. Otheraggregate quality properties will be evaluated under Subsections 106.02 and106.04. See Table 302-3 for the acceptance quality characteristic categoriesand minimum sampling and testing requirements.Construction of treated aggregate courses will be evaluated under Subsections106.02 and 106.04. See Table 302-3 for minimum sampling and testingrequirements.Preparation of the surface on which the treated aggregate course is placed willbe evaluated under to Section 204 or 303 as applicable.Emulsified asphalt seal will be evaluated under Section 409.Blotter will be evaluated under Section 411.Measurement302.10 Measure treated aggregate course by the ton or by the square yard.Measure square yard width horizontally to include the top of aggregate widthand allowable curve widening. Measure the square yard length horizontallyalong the centerline of the roadway.Measure fly ash, lime, and cement by the ton.Measure emulsified asphalt under Section 409.Measure blotter under Section 411.Payment302.11 The accepted quantities, measured as provided above, will be paid atthe contract price per unit of measurement adjusted in according to Subsection106.05 for the pay items listed below that are shown in the bid schedule.Payment will be full compensation for the work prescribed in this Section.See Subsection 109.05.201