1. Asphalt shall be type 2 mix as described in sections 407 and 409 of the current AHTD Standard Specifications. 2. Surface course shall be type 2 mix composed of a mixture of mineral aggregate and asphalt cement in the proportions by weight for the type mixture designated installed in accordance with section 410 of the current AHTD Standard Specifications. 3. Base courses shall be in accordance with section 303 of the current AHTD Standard Specifications. 4. Minimum Standards for asphalt concrete pavement will be 8” compacted subgrade to a minimum 95% Standard Proctor, 8” crushed aggregate course compacted to 100% of maximum dry density 90% theoretical density. 5. Final pavement exhibiting surface defects such as poor texture, roller marks, honeycomb, cracking, rich spots, brown spots, bleeding or waving shall be removed and replaced at no expense to UAPB. Tolerance is ¼” depression when measured with a 10” straightedge. 6. No installation when outside air temperature is below 40F or there is frost in the base of subgrade.
