Standard Specification for Airport Construction

1 Standard SpecificationsforAirport ConstructionState of WisconsinDepartment of TransportationBureau of Aeronautics1998 EditionWisconsin Bureau of AeronauticsRoom 701, Hill Farms State Transportation Building4802 Sheboygan AvenuePost Office Box 7914 Madison, Wisconsin 53707-7914 Telephone: 608-266-3351 FAX: 608-267-6748 OF WISCONSIN, BUREAU OF AERONAUTICSSTANDARD SPECIFICATIONS FOR Airport CONSTRUCTIONTABLE OF CONTENTSPart I - General Requirements & CovenantsSECTION 10. TERMS, FORMAT, AND 20. PROPOSAL REQUIREMENTS AND 30.

2 AWARD AND EXECUTION OF 40. SCOPE OF 50. CONTROL OF 60. CONTROL OF 70. LEGAL REGULATIONS AND RESPONSIBILITY TO 80. PROSECUTION AND 90. MEASUREMENT AND 100. CONTRACTOR QUALITY CONTROL 110. METHOD OF ESTIMATING PERCENTAGE OF MATERIAL WITHIN Specification LIMITS (PWL)..19 Part II - EarthworkSPECIFICATION P 151. CLEARING AND P 152. EXCAVATION AND P 154. SUBBASE P 156. TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILTATION P 158. REMOVING MISCELLANEOUS P 159. SITE III - Flexible Base CoursesSPECIFICATION P 208.

3 AGGREGATE BASE P 209. CRUSHED AGGREGATE BASE IV - Rigid Base CoursesSPECIFICATION P 306. ECONOCRETE SUBBASE V - Flexible Surface CoursesSPECIFICATION P 401. PLANT MIX BITUMINOUS VI - Rigid PavementSPECIFICATION P-501. PORTLAND CEMENT CONCRETE VII - MiscellaneousSPECIFICATION P-602. BITUMINOUS PRIME P 603. BITUMINOUS TACK P 605. JOINT SEALING P 606. ADHESIVE COMPOUNDS, TWO COMPONENT FOR SEALING WIRE AND LIGHTS P 610. STRUCTURAL PORTLAND CEMENT P 620. RUNWAY AND TAXIWAY P 625. RUBBERIZED COAL TAR PITCH EMULSION SEAL P 626.

4 EMULSIFIED ASPHALT SLURRY SEAL SURFACE P 628. CRACK SEALING ASPHALT P 630. SAW CUTTING BITUMINOUS P 631. MILLING BITUMINOUS P 632. Construction FIELD P 634. TRAFFIC P 635. GEOTEXTILE P 638. P 640. P 642. MAINTENANCE AND REPAIR OF HAUL P 644. AIRCRAFT TIE P 646. BITUMINOUS PAVEMENT VIII - FencingSPECIFICATION F-160. WOVEN WIRE F 162. CHAIN LINK IX - DrainageSPECIFICATION D-701. PIPE FOR STORM DRAINS AND D 705. PIPE UNDERDRAINS FOR D 751. MANHOLES, CATCH BASINS, AND D 752.

5 CONCRETE CULVERTS, HEADWALLS, AND MISCELLANEOUS DRAINAGE D 754. CONCRETE GUTTERS, DITCHES, AND X - TurfingSPECIFICATION T-901. T 902. T 904. T 905. TOPSOIL AND SALVAGED T 908. XI - Lighting InstallationSPECIFICATION L-100. Airport LIGHTING GENERAL L 101. INSTALLATION OF Airport ROTATING BEACONS L 801A, L 801H, L 801S, L 802A, L 802H, AND L L 107. INSTALLATION OF Airport WIND CONES L-806 AND L 108. INSTALLATION OF UNDERGROUND CABLE AND CONDUCTORS FOR L 109. INSTALLATION OF VAULT ELECTRICAL L 110.

6 INSTALLATION OF Airport UNDERGROUND ELECTRICAL L 119. INSTALLATION OF Airport OBSTRUCTION LIGHTS AND FLASHING RED BEACON L 810, L 856, L 857, L 864, L 865, L 866, and L 125. INSTALLATION OF Airport LIGHTING 101 SECTION 10. TERMS, FORMAT, AND DEFINITIONS10-01 INTENTION OF TERMS. The direction, requirement, permission, order, designation, or prescription, of theEngineer is intended wherever, in these Specifications or on the Plans, directed, required, permitted, ordered, designated, prescribed, or similar words are used.

7 Similarly, approved, acceptable, satisfactory, or similar words imply approved by, or acceptable to, or satisfactory to the Specifications may be written in the imperative mood. In sentences using the imperative mood, the subject, "the Contractor, is implied is "shall, "shall be, or similar words and phrases. In material specifications, the subject may also be the supplier, fabricator, ormanufacturer supplying material, products, or equipment for use on the project. The term will is used for the Engineer the Department orother subjects who are not references to a specific requirement of a numbered paragraph of the Specifications or a cited Standard to include all generalrequirements of the entire section, Specification , or cited titles such as foreman and workmen are used in the specifications only for brevity and are intended to refer to persons regardless ofgender.

8 "Provide" means furnish and Specification FORMAT. These Specifications are divided into the General Requirements and Covenants, and Parts II General Requirements and Covenants consist of general contract requirements for which no direct payment is made. The requirementscontained in the General Requirements and Covenants are applicable to all Part utilizes AASHTO s five category format as the Standard method for placing information within the Specifications.

9 This formatclassifies requirements into the five categories: (1) Description, (2) Materials, (3) Construction Methods, (4) Method of Measurement, and (5) Basis of 's II through XI consist of Construction contract requirements for specific items of Work. Work under these Parts is paid for directly orindirectly according to Subsection 90-02, Scope of Payment, and the Specification section ordering the DEFINITION OF TERMS. Interpret the intent and meaning of the following terms and acronyms in these Specifications, in theContract, in any documents or other instruments pertaining to Construction where these Specifications govern, as follows:AASHTO.

10 The American Association of State Highway and Transportation Officials, the successor association to ROAD. The right of way, the roadway and all improvements constructed thereon connecting the Airport to a public A modification of the Plans or other Contract Documents issued by the Engineer and distributed to prospective Bidders prior tothe opening of the (FAA). Administrator of the Federal Aviation Administration (FAA) or their duly authorized (ADVERTISEMENT FOR BIDS). A public notice, as required by law, inviting bids for work to be performed andmaterials to be CIRCULARS (AC).