ILLINOIS STANDARD SPECIFICATIONS FOR CONSTRUCTION OF AIRPORTS STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION DIVISION OF AERONAUTICS ADOPTED APRIL 1, 2012 Contents DIVISION I - GENERAL PROVISIONS 1 SECTION 10. DEFINITION OF TERMS 1 SECTION 20. ADVERTISEMENT, BIDDING, AWARD, AND CONTRACT EXECUTION 8 SECTION 30. RESERVED 9 SECTION 40. SCOPE OF WORK 10 SECTION 50. CONTROL OF WORK 14 SECTION 60. CONTROL OF MATERIALS 23 SECTION 70. LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 27 SECTION 80. PROSECUTION AND PROGRESS 36 SECTION 90. MEASUREMENT AND PAYMENT 42 DIVISION II - PAVING CONSTRUCTION DETAILS 49 EARTHWORK 49 ITEM 150510 ENGINEER’S FIELD OFFICE 49 ITEM 150520 MOBILIZATION 51 ITEM 150560 TEMPORARY THRESHOLD 52 ITEM 151 CLEARING AND GRUBBING 54 ITEM 152 EXCAVATION AND EMBANKMENT 58 ITEM 152540 SOIL STABILIZATION FABRIC 67 ITEM 155 LIME TREATED SUBGRADE 68 ITEM 156000 EROSION CONTROL 74 ITEM 156513 SEPARATION FABRIC 77 ITEM 156540 RIPRAP 79 PAVEMENT SURFACE PREPARATION 81 ITEM 201661 CLEAN & SEAL BITUMINOUS CRACKS 81 ITEM 201663 SAND MIX CRACK REPAIR 83 ITEM 201671 CRACK CONTROL FABRIC 85 FLEXIBLE BASE COURSES 86 ITEM 208 AGGREGATE BASE COURSE 86 ITEM 209 CRUSHED AGGREGATE BASE COURSE 92 ITEM 217 AGGREGATE-TURF PAVEMENT 97 RIGID BASE COURSE 100 ITEM 302 ASPHALT TREATED PERMEABLE SUBBASE 100 FLEXIBLE SURFACE COURSES 105 ITEM 401 BITUMINOUS SURFACE COURSE 105 ITEM 401 BITUMINOUS SURFACE COURSE - SUPERPAVE 127 ITEM 401640 BITUMINOUS PAVEMENT GROOVING 149 ITEM 401650 BITUMINOUS PAVEMENT MILLING 151 ITEM 401655 BUTT JOINT CONSTRUCTION 152 ITEM 401900 REMOVE BITUMINOUS PAVEMENT 153 ITEM 402 POROUS FRICTION COURSE 154 ITEM 403 BITUMINOUS BASE COURSE 166 ITEM 403 BITUMINOUS BASE COURSE - SUPERPAVE 187 RIGID PAVEMENT 208 ITEM 501 PORTLAND CEMENT CONCRETE PAVEMENT 208 ITEM 501115 CRACK AND SEAT PAVEMENT 240 ITEM 501540 PCC PAVEMENT GROOVING 242 ITEM 501550 PCC PAVEMENT MILLING 244 ITEM 501900 REMOVE PCC PAVEMENT 245 ITEM 510500 TIE-DOWN/GROUND ROD 246 MISCELLANEOUS 247 ITEM 602 BITUMINOUS PRIME COAT 247 ITEM 603 BITUMINOUS TACK COAT 250 ITEM 605 JOINT SEALING FILLER 255 ITEM 609 SEAL COATS AND BITUMINOUS SURFACE TREATMENTS 260 ITEM 610 STRUCTURAL PORTLAND CEMENT CONCRETE 265 ITEM 620 PAVEMENT MARKING 272 ITEM 625 TAR EMULSION PROTECTIVE SEAL COAT 280 DIVISION III - FENCING (WIRE FENCES) 285 ITEM 161 WIRE FENCE WITH STEEL POSTS 285 ITEM 162 CHAIN-LINK FENCES 289 DIVISION IV- DRAINAGE 297 ITEM 701 PIPE FOR STORM SEWERS AND CULVERTS 297 ITEM 702 SLOTTED DRAINS 303 ITEM 705 PIPE UNDERDRAINS FOR AIRPORTS 305 ITEM 751 MANHOLES, CATCH BASINS, INLETS AND INSPECTION HOLES 311 ITEM 752 CONCRETE CULVERTS, HEADWALLS, AND MISC. DRAINAGE STRUCTURES 315 ITEM 754 CONCRETE GUTTERS, DITCHES, AND FLUMES 317 DIVISION V - TURFING 319 ITEM 901 SEEDING 319 ITEM 904 SODDING 324 ITEM 905 TOPSOILING 327 ITEM 908 MULCHING 330 DIVISION VI - LIGHTING INSTALLATION 333 ITEM 101 AIRPORT ROTATING BEACONS 333 ITEM 101580 REFURBISH 36” BEACON 333 ITEM 103 INSTALLATION OF AIRPORT BEACON TOWERS 339 ITEM 106 APRON LIGHTING 342 ITEM 107 INSTALLATION OF AIRPORT 8-FOOT AND 12-FOOT WIND CONES 346 ITEM 108 INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 349 ITEM 109 INSTALLATION OF AIRPORT TRANSFORMER VAULT AND VAULT EQUIPMENT361 ITEM 110 INSTALLATION OF AIRPORT UNDERGROUND ELECTRICAL DUCT 368 ITEM 119 AIRPORT OBSTRUCTION LIGHTS 371 ITEM 125 INSTALLATION OF AIRPORT LIGHTING SYSTEMS 374 DIVISION VII - TESTING 377 ITEM 611 COMPACTION CONTROL TESTS 377 DIVISION I - GENERAL PROVISIONS SECTION 10. DEFINITION OF TERMS Whenever the following terms are used in these specifications, in the contract, in any documents or other instruments pertaining to construction where these specifications govern, the intent and meaning shall be interpreted as follows: 10-01 ABBREVIATIONS. Wherever the following abbreviations are used in these Specifications or on the plans, they are to be construed the same as the respective expressions represented: AAR Association of American Railroads AASHTO American Association of State Highway and Transportation Officials AC Federal Aviation Administration Advisory Circulars ADAAG Americans with Disabilities Act Accessibility Guidelines AIP Airport Improvement Program AISC American Institute of Steel Construction ANLA American Nursery and Landscape Association ANSI American National Standards Institute ARA American Railway Association AREMA American Railway Engineering and Maintenance of Way Association ASA American Standards Association ASLA American Society of Landscape Architects ASTM ASTM International AWG American Wire Gauge AWPA American Wood Preservers Association AWS American Welding Society AWWA American Water Works Association BWC Bridge Welding Code CRSI Concrete Reinforcing Steel Institute EPA United States Environmental Protection Agency FAA Federal Aviation Administration FCC Federal Communications Commission FHWA Federal Highway Administration FSS Federal Specifications and Standards GSA General Services Administration ICEA Insulated Cable Engineers Association IEC International Electrotechnical Commission IEEE Institute of Electrical and Electronics Engineers IEMA Illinois Emergency Management Agency IEPA Illinois Environmental Protection Agency IES Illuminating Engineering Society IMSA International Municipal Signal Association ISO Insurance Services Organization ITE Institute of Transportation Engineers MASH AASHTO Manual for Assessing Safety Hardware MUTCD Illinois Manual on Uniform Traffic Control Devices NACE National Association of Corrosion Engineers NCHRP National Cooperative Highway Research Program NEC National Electric Code NEMA National Electrical Manufacturers Association NESC National Electrical Safety Code NFPA National Fire Protection Association NIST National Institute of Standards and Technology NOAA National Oceanic and Atmospheric Administration NRMCA National Ready-Mix Concrete Association OSHA Occupational Safety and Health Administration -1- SAE Society of Automotive Engineers SSPC Society for Protective Coatings UL Underwriters Laboratories USASI United States of America Standards Institute USDA United States Department of Agriculture 10-02 ACCESS ROAD. The right-of-way, the roadway and all improvements constructed thereon connecting the airport to a public highway. 10-03 ADMINISTRATOR. Administrator of the Federal Aviation Administration of the Department of Transportation, or his/her duly authorized representative. 10-04 ADVISORY CIRCULARS. As referred to in this document, these publications shall be the latest current document listed in the Federal Register Checklist as of the time of advertisement. They may be obtained from the U.S. Department of Transportation Publication Section, TAD 443.1, Washington, D.C., 20590 or from the FAA website at www.faa.gov 10-05 ADVERTISEMENT. The public announcement, as required by law, inviting bids for work to be performed and/or materials to be furnished. Advertisement for bids will be issued by, and in conformance with, the policies of the Illinois Department of Transportation. 10-06 AIR OPERATIONS AREA. For the purpose of these specifications, the term air operations area shall mean any area of the airport used or intended to be used for the landing, takeoff, or surface maneuvering of aircraft. An air operation area shall include such paved or unpaved areas that are used or intended to be used for the unobstructed movement of aircraft in addition to its associated runway, taxiway, or apron. 10-07 AIRPORT. Airport means an area of land or water which is used or intended to be used for the landing and takeoff of aircraft; an appurtenant area used or intended to be used for airport buildings or other airport facilities or rights of ways; and airport buildings and facilities located in any of these areas, and includes a heliport. 10-08 AIRPORT IMPROVEMENT PROGRAM (AIP). A grant-in-aid program, administered by the Federal Aviation Administration. 10-09 AIRPORT MANAGEMENT. The person and/or representatives responsible for the daily management and operation of the airport. 10-10 AWARD. The decision of the Division, FAA, and Owner (Sponsor) to accept the proposal of the lowest responsible bidder for the work, subject to the approval and execution of a satisfactory contract therefore, receipt of a bond to secure the performance thereof, and compliance with such other conditions as may be specified or otherwise required by law. 10-11 BID BOND. The security to be furnished by the bidder as guaranty of good faith that he will enter into a Contract with the Owner and will execute the required Bonds covering the work contemplated, if the same is awarded to him. 10-12 BIDDER. Any individual, partnership, firm, corporation, or a legally stated combination, acting directly or through a duly authorized representative, who submits a proposal for the work contemplated. 10-13.1 BRIDGE. A structure, including supports, erected over a depression or an obstruction, such as water, highway, or railroad and having a track or passageway for carrying traffic or other moving loads and having a length of more than 20 feet. 10-13.2 BRIDGE LENGTH. The length of a bridge structure is the overall length measured along the line of survey stationing back to back of backwalls of abutments, if present, otherwise end to end of the bridge floor; but in no case less than the total clear opening of the structure. The length of multiple box culverts shall be between the extreme ends of the openings -2- 10-13.3 BRIDGE ROADWAY WIDTH. The clear width measured at right angles to the longitudinal centerline of the bridge between the bottom of curbs or guard timbers or in the case of multiple height of curbs, between the bottoms of the lower risers. 10-14 BUILDING AREA. An area on the airport to be used, considered, or intended to be used for airport buildings or other airport facilities or rights-of-way together with all airport buildings and facilities located thereon. 10-15 CALENDAR DAY. Every day shown on the calendar. 10-16 CATACLYSMIC EVENT. An occurrence, caused exclusively by any of the irresistible forces of nature that is an unexpected, singular event without continued, persistent existence or that is irregularly predictable. The event must occur without the involvement of human causative action, and must not be preventable or capable of substantial limitation in its impact by application of human care, skill, or foresight. Cataclysmic events include earthquakes, floods, flash floods of surface water caused by heavy rains and runoff water, tornadoes, or other cataclysmic phenomena of nature. A flood, defined as water elevation in excess of the channel capacity of a river, stream, other body of water is not a cataclysmic event, unless the flood water elevation exceeds the 100-year flood elevation as defined in the contract. 10-17 CHANGE ORDER. A written order to the Contractor covering changes in the plans, specifications, or proposal quantities and establishing the basis of payment and contract time adjustment, if any, for the work affected by such changes. The work, covered by a change order, shall be within the scope of the contract. 10-18 CONTRACT. The written Agreement between the Department or Owner (Sponsor) and the Contractor setting forth the obligations of the parties thereunder, including, but not limited to, the performance of the work, the furnishing of labor and materials, and the basis of payment. The contract includes the invitation for bids, proposal, letter of award, contract form, payment bond and performance bond, Specifications, Supplemental Specifications, Special Provisions, general and detailed plans, Manual for Documentation of Airport Materials, Airport Construction Documentation Manual, and any Agreements that are required to complete the construction of the work in an acceptable manner, including authorized extensions thereof, all of which constitute one instrument. 10-19 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is provided in the contract. See definition for PAY ITEM. 10-20 CONTRACT TIME. The number of working days, calendar days, or combination allowed for completion of the contract, including authorized time extensions. When a calendar date of completion is shown in the proposal, the contract shall be completed on or before that date. 10-21 CONTRACTOR. The individual, partnership, firm, corporation, or a legally stated combination, that is liable for the acceptable performance of the work contracted and for the payment of all legal debts pertaining to the work who acts directly or through lawful agents or employees to complete the contract work. 10-22 DEPARTMENT. The State of Illinois, Department of Transportation. 10-23 DIRECTOR. The Director of the Division of Aeronautics, Department of Transportation, State of Illinois. 10-24 DIVISION. The State of Illinois, Department of Transportation, Division of Aeronautics, acting as Authorized Agent, for the purposes of the prosecution of this project of the Owner. 10-25 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which surface or subsurface waters are collected and conducted from the airport area. -3- 10-26 ENGINEER. The Chief Engineer of the State of Illinois, Department of Transportation, Division of Aeronautics (acting directly or through an assistant or representative) when the Division is the awarding authority and Agent for the Owner (Sponsor). 10-27 EQUIPMENT. All machinery and equipment, together with the necessary supplies for upkeep and maintenance, and also tools and apparatus necessary for the proper construction and acceptable completion of the work. 10-28 EXTRA WORK. An item of work not provided for in the contract as awarded but found essential and germane to the satisfactory completion of the contract within its intended scope as determined by the Engineer. 10-29 FAA. The Federal Aviation Administration of the United States Department of Transportation. When used to designate a person, FAA shall mean the Administrator or duly authorized representative. 10-30 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, Commercial Item Descriptions, and supplements, amendments, and indices thereto are prepared and issued by the General Services Administration of the Federal Government. 10-31 INSPECTOR. The authorized representative of the Engineer assigned to make all necessary inspections and/or tests of the work performed or being performed, or of the materials furnished or being furnished by the Contractor. 10-32 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the words "directed," "required," "permitted," "ordered," "designated," "prescribed," or words of the like import are used, it shall be understood that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended; and similarly, the words "approved," "acceptable," "satisfactory," or words of like import, shall mean approved by, or acceptable to, or satisfactory to the Engineer, subject in each case to the final determination of the Owner. Any reference to a specific requirement of a numbered paragraph of the contract specifications or a cited standard shall be interpreted to include all general requirements of the entire section, specification item, or cited standard that may be pertinent to such specific reference. 10-33 INVITATION FOR BIDS. The advertisement for proposals for all work or materials on which bids are required. Such advertisement will indicate with reasonable accuracy the quantity and location of the work to be done or the character and quantity of the material to be furnished and the time and place of the opening of proposals. 10-34 LABORATORY. The testing laboratory of the Department or any other testing laboratory which may be designated by the Engineer. 10-35 LANDING STRIP. A portion of the usable area of an airport, generally in its natural state of which, as the result of construction work, is suitable for the landing and taking off of aircraft under all favorable weather conditions. The runway is the paved central portion of the landing strip. 10-36 LANDSCAPING. The planning, planting, establishing and caring for trees, shrubs, vines and other vegetation to provide shade, reduce dust, control erosion, or improve the general appearance of the airport. 10-37 LIGHTING. A system of fixtures providing or controlling the light sources used on or near the airport or within the airport buildings. The field lighting includes all luminous signals, markers, floodlights, and illuminating devices used on or near the airport or to aid in the operation of aircraft landing at, taking off from, or taxiing on the airport surface. 10-38 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any item that is listed in the proposal, the total cost of which is equal to or greater than 20 percent of the total amount of the award contract. All other items shall be considered minor contract items. 10-39 MATERIALS. Any substances specified for use in the construction of the contract work. -4- 10-40 MEDIAN. The portion of a divided highway or entrance road separating the traveled ways for traffic in opposite directions. 10-41 NOTICE TO BIDDERS. The official notice, included in the proposal form. 10-42 NOTICE TO PROCEED. A written notice to the Contractor to begin the actual contract work on a previously agreed to date. If applicable, the Notice to Proceed shall state the date on which the contract time begins. 10-43 OWNER (SPONSOR). The term “Owner” shall mean the party of the first part or the contracting agency signatory to the contract. For Federally assisted contracts, the term "sponsor" shall have the same meaning as the term "Owner". 10-44 PAVEMENT. The combined surface course, base course, and subbase course, if any, considered as a single unit. 10-45 PAVEMENT STRUCTURES. The combination of subbase, base course, and surface course placed on a subgrade to support the traffic load and distribute it to the roadbed. 10-46 PAY ITEM. A specifically described unit of work for which a price is provided in the contract. All pay items included in the plan Summary of Quantities are shown with an AR designation (Example Item AR151410 -- Clearing) which indicates a base bid pay item and quantity. Additive Alternate pay items shall be designated by AS, AT, and AU corresponding to Additive Alternate 1, 2, and 3, respectively. Example: AS151410 – Clearing is the pay item for Additive Alternate 1 clearing quantities. 10-47 PAYMENT BOND. The approved form of security furnished by the Contractor and his/her surety as a guaranty that he will pay in full all bills and accounts for materials and labor used in the construction of the work. The amount of the payment bond shall be not less than one hundred percent (100%) of the total contract amount. 10-48 PERFORMANCE BOND. The approved form of security furnished by the Contractor and his/her surety as a guaranty that the Contractor will complete the work in accordance with the terms of the contract. The amount of the performance bond shall be not less than one hundred percent (100%) of the total contract amount. 10-49 PLANS. The official drawings or exact reproductions which show the location, character, dimensions and details of the airport and the work to be done and which are to be considered as a part of the contract, supplementary to the specification. 10-50 PROGRESS SCHEDULE. A schedule provided by the Contractor showing the sequence of work. The schedule shall indicate also the individual rates and the number of calendar days estimated for the completion of each item in order to carry the project to completion within the contract time. 10-51 PROJECT. The agreed scope of work for accomplishing specific airport development with respect to a particular airport. 10-52 PROJECT ENGINEER. The representative of the Owner, whether employed directly by the Owner or employed by an engineering firm retained by the Owner, acting as the immediate supervisor of the Resident Engineer. The Project Engineer must be a Licensed Professional Engineer in the State of Illinois. 10-53 PROPOSAL. The offer of a bidder, on the prescribed form, to perform the work and to furnish the labor and materials at the prices quoted. 10-54 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee that the bidder will enter into a contract if the bid is accepted. 10-55 RAILROAD. The Railroad or Railway Company whose property is involved in the work. -5- 10-56 RAILROAD ENGINEER. The Chief Engineer or Superintendent of the Railroad, or authorized representative limited by the particular duties entrusted to him/her. 10-57 RESIDENT ENGINEER/RESIDENT TECHNICIAN. The representative of the Owner, whether employed directly by the Owner or employed by an engineering firm retained by the Owner, immediately in charge of the engineering details of a construction project and acting under the supervision of the Project Engineer. The Resident Engineer must meet the approval and qualification requirements set forth by the Division and reside on the construction site at all times the Contractor is working. The term Resident Engineer, as used throughout these specifications, shall mean Resident Engineer/Resident Technician. 10-58 RIGHT-OF-WAY. A general term denoting land, property, or interest therein, usually in a strip, acquired for or devoted to transportation purposes. 10-59 ROADBED. The graded portion of a highway, access road, or entrance road within side slopes, prepared as a foundation for the pavement structure and shoulders. 10-60 ROADSIDE. A general term denoting the area adjoining the outer edge of the roadway. Extensive areas between the roadways of a divided highway, access road or entrance road may also be considered roadside. 10-61 ROADSIDE DEVELOPMENT. Those items necessary to complete highway, access road or entrance road, which provide for the preservation of landscape materials and features; the rehabilitation and protection against erosion of all areas disturbed by construction through seeding, sodding, mulching and the placing of other ground covers; and such suitable planting and other improvements as may increase the effectiveness and enhance the appearance of the area. 10-62 ROADWAY. The portion of the right-of-way within limits of construction. 10-63 RUNWAY. The area on the airport prepared for the landing and takeoff of aircraft. 10-64 SHOULDER. The portion of the roadway, taxiway or runway contiguous with the traveled way for accommodation of stopped vehicles, emergency use, and lateral support of base and surface courses. 10-65 SIDEWALK. That portion of the pavement primarily constructed for use of pedestrians. 10-66 SPECIAL PROVISIONS. Additions and revisions to the Standard and Supplemental Specifications covering conditions peculiar to an individual contract. 10-67 SPECIFICATIONS. The body of directions, provisions, and requirements contained herein, or in any supplement adopted by the Division, together with written agreements and all documents of any description made or to be made pertaining to the method or manner of performing the work, the quantities, or the quality of materials or workmanship to be furnished under the contract. 10-68 STANDARDS. The Division Standard Drawings, and supplements, amendments, and indices thereto, as prepared and issued by the Division. These may be procured from the Division, by written or personal request, free of charge. 10-69 STATE. The State of Illinois. 10-70 STRUCTURE. Unless otherwise defined in the Specifications, structures shall comprise all objects constructed of materials other than earth, required by the contract to be built or to be removed, but not including surfacing, base courses, subbases, gutters, curbs, sidewalks, and driveway pavement. 10-71 SUBCONTRACTOR. An individual, firm, partnership or corporation who, with the written consent of the Engineer, assumes obligation for performing specified pay items for the Contractor. 10-72 SUBGRADE. The compacted soil which forms the pavement foundation. -6-
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