Specifications include, but are not limited to: Winters Road from approximately 5,808-ft west of Virgil Drainage Ditch #3 to E County Line Rd. The bituminous material shall be an HFP polymer modified emulsified asphalt meeting the requirements of Article 1032.06(f)(2) of the Standard Specifications. The A-1 Bituminous Surface Treatment aggregate shall be crushed limestone only, CA 16 or CA 20. The aggregates for the micro-surfacing shall meet the friction aggregate requirements for Mixture D in Article 1004.03(a). The friction aggregate used for the required micro-surfacing shall be crushed limestone, crushed steel slag, or crushed slag (ACBF). The micro surface application shall be done using a continuous machine. Testing of materials to be incorporated into the project shall include, at a minimum, aggregate. Samples of bituminous products may be requested, as directed by the Engineer, prior to or at time of use. Samples of aggregate shall be submitted to Midland Standard Engineering & Testing, Inc. as soon as possible so as not to impose work. The Contractor shall only perform work on ½ mile of roadway at a time. For 2 lane roads a ½ mile of roadway shall be measured along the centerline of the roadway. For roads with more than 1 through lane of traffic in each direction the ½ mile of roadway shall be defined as ½ lane-mile of roadway.