2-30 Corrective work necessary, as determined by proof rolling, and not due to negligence of the
Contractor or to weather, will be paid at the applicable contract unit prices or as extra work, whichever may a pply. Proof rolling after corrective work will be at no cost to the Department if the corrections are necessary due to the negligence of the Contractor or weather. Payment includes furnishing all labor, equipment, fuel and ballast for loading, loading and unloading ballast as directed by the Engineer and increasing and decreasing tire pressure as directed by the Engineer . Payment will be made under: Pay Item Pay Unit Proof Rolling Hour
265-1 Description
Furnish and place select granular material in accordance with the contract and as directed by the Engineer .
265-2 Materials
Refer to Division 10. Item Section Select Material, Class II 1016 Select Material, Class III 1016 Use Class II or III select material for select granular material except when contract includes pay item for Select Granular Material, Class III. When this occurs, use only Class III select material for select granular material.
265-3 Construction Methods
Use only Class III select material for embankment s in water. Place select granular material up to 3 feet above geotextile for soil stabilization and the water level.
265-4 Measurement and Payment
Select granular material will be paid as Select Granular Material or Select Granular Material , Class I II unless the material is obtained from the same source as the borrow material and the contract includes a pay item for Borrow Excavation. When this occurs, select granular material will be paid at the lower bid price per cubic yard for either Borrow Excavation or Select Granular Material / Select Granular Material , Class III . Select Granular Material and Select Granular Material , Class III will be measured and paid in cubic yards. When undercut excavation is in accordance with Section 226 and the Engineer requires undercut to be backfilled with select granular material, the second sentence of the sixth paragraph of Article 226-3 will not apply, as payment for the backfill will be made as described in this article . Select granular material will be meas ured by in place measurement in accordance with
Article 230 — 5 or by weighing material in trucks in accordance with Article 106-7 as
determined by the Engineer. When select granular material is weighed in trucks, a unit weight of 135 pcf will be used to co nvert the weight of select granular material to cubic yards. At the Engineer’s discretion, truck measurement in accordance with Article 230-5 may be used instead of weighing material in trucks.