4-96 SECTIO N 418 – ASPHALTI C APPROAC H MATERIAL 418.0 1 DESCRIPTION . This work shall consist of furnishing and installing asphaltic approach material at the transition between bituminous concrete pavement and Portland cement concrete, steel , or other materials. 418.0 2 MATERIALS . Materials shall me et the requirements of the following subsection s: Asphalt ic Plug Joint Binder ................................ ................................ ....................... 707.1 5 418.0 3 INSTALLATION . Asphaltic approach material shall be installed at the locations and to the depth and configuration shown in the Plans and as directed by the Engineer. 418.0 4 METHO D OF MEASUREMENT . The quantity of Asphaltic Approach Material to be measured for payment will be the number of square feet used in the complete and accepted work. 418.0 5 BASIS OF PAYMENT . The accepted quantity of Asphaltic Approach Material will be paid for at the Contract unit price per square foot. Payment will be full compensation for detailing, furnishing, handling, transporting, and placing the material specified, including surface preparation, and for furnishing all labor, too ls, equipment, and incidentals necessary to complete the work. Tack, prime, or seal coats of bituminous material required for the installation of asphaltic approach material will not be paid for separately but will be considered incidental to the Contract unit price for Asphaltic Approach Material. Removal of any existing asphaltic, bituminous , or Portland cement concrete materials to allow for the installation of asphaltic approach material will not be paid for separately but will be considered incidental to the Contract unit price for Asphaltic Approach Material. Payment will be made under: Pay Item Pay Unit
418.10 00 Asphaltic Approach Material ................................ ................................ ....Square Foot
5-1 DIVISION 500 STRUCTURES SECTION 501 – PERFORMANCE -BASED STRUCTURAL CONCRETE
501.01 DESCRIPTION . This work shall consist of designing, furnishing, and placing performance -based
Portland cement concrete for structures and incidental construction. The Portland cement concrete may consist of a homogeneous mixture of cement, fine aggregate, coarse aggregate, water, admixtures, and pozzolans, proportioned and mixed according to these specifications.
501.02 MATERIALS . Materials shall meet the requirements of the following subsections:
Portland Cement ................................ ................................ ................................ ......... 701.02 Portland -Pozzolan Cement ................................ ................................ ......................... 701.04 Portland -Limestone Cement ................................ ................................ ...................... 701.05 Portland Blast -Furnace Slag Cement ................................ ................................ ......... 701.06 Ternary Blended Cement ................................ ................................ ........................... 701.07 Fine Aggregate for Concrete ................................ ................................ ...................... 704.01 Coarse Aggregate for Concrete ................................ ................................ .................. 704.02 Lightweight Coarse Aggregate for Concrete ................................ ............................. 704.14 Lightweight Fine Aggregate for Concrete ................................ ................................ .704.19 Preformed Joint Filler, Cork, and Asphalt -Treated Felt ................................ ............ 707.0 6 Polyvinyl Chloride (PVC) Waters top ................................ ................................ ........ 707.08 Concrete Bonding Systems ................................ ................................ ........................ 707.1 4 Steel for Corrugated Metal Forms ................................ ................................ ............. 715.0 3 Epoxy Bonding Systems ................................ ................................ ............................ 719.01 Concrete Curing Materials ................................ ................................ ......................... 725.01 Air-Entraining Admixtures ................................ ................................ ........................ 725.02(b) Retarding Admixtures ................................ ................................ ................................ 725.02(c) Latex Admixtures ................................ ................................ ................................ .......725.02(d) Water -Reducing Admixtures ................................ ................................ ..................... 725.02(e) Water -Reducing and Retarding Admixtures ................................ .............................. 725.02(f) Water -Reducing, High Range Admixtures ................................ ................................ 725.02(g) Water -Reducing, High Range, and Retarding Admixtures ................................ .......725.02(h) Accelerating Admixtures ................................ ................................ ........................... 725.02(i)