Whenever in these Specifications or in other Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be interpreted as follows:
101.01Abbreviations
Wherever the following abbreviations are used in the Specifications or on the Plans, they are to be construed the same as the respective expressions represented. Abbreviation Term AAN American Association of Nurserymen AAR Association of American Railroads AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AGC Associated General Contractors of America AIA American Institute of Architects AIEE American Institute of Electrical Engineers AISC American Institute of Steel Construction AISI American Iron and Steel Institute AMS Aerospace Materials Specification ANSI American National Standards Institute ARA American Railway Association AREA American Railway Engineering Association ASCE American Society of Civil Engineers ASLA American Society of Landscape Architects ASTM American Society of Testing and Materials AWPA American Wood Preservers’ Association AWWA American Water Works Association AWS American Welding Society CRSI Concrete Reinforcing Steel Institute DOT Georgia Department of Transportation EEO Equal Employment Opportunity FHWA Federal Highway Administration FSS Federal Specifications and Standards, General Services Administration GDT Georgia Department of Transportation IES Illuminating Engineering Society
Abbreviation Term MUTCD Manual on Uniform Traffic Control Devices NEC National Electrical Code NEMA National Electrical Manufacturers Association NESC National Electrical Safety Code NFPA National Fire Protection Association SAE Society of Automotive Engineers SPIB Southern Pine Inspection Bureau SSPC Steel Structure Painting Council UL Underwriters Laboratories, Inc.
101.02Acceptance Plans
A defined method of taking and evaluating measurements for the purpose of determining the acceptability of a lot of material or construction.
101.03Advertisement
The public announcement as required by law, inviting bids for work to be performed or materials to be furnished.
101.04Available Day
Any calendar day exclusive of Saturdays, Sundays, and Legal Holidays on which the Engineer determines that the Contractor is not prevented from accomplishing at least five hours of productive work on the controlling item or items of work which would normally be in progress at that time by causes beyond his control, and not due to his fault or negligence, including but not restricted to unsuitable weather and its aftermath, suspension order of the Engineer, acts of God, acts of public enemy, fire, flood, epidemic, quarantine, strikes, or freight embargo.
101.05Award
The formal acceptance by the Department of a Bid.
101.06Base Course
One or more layers of specified material of designed thickness placed on a subgrade or a subbase to support a surface course.
101.07Bid
See Proposal.
101.08Bid Item
A specifically described unit of work for which a price is requested in the proposal.
101.09Bidder
A qualified individual, firm or corporation, or combination thereof, submitting a written Proposal for the Work advertised.
101.10Board
The State Transportation Board for Georgia Department of Transportation.
101.11Bridge
A structure, including supports, erected over a depression or an obstruction, such as water, a highway or a railway, etc., and having a track or passageway for carrying traffic, water or other moving loads and having an opening measured along the center of the roadway of more than 20 ft. (6 m) between under copings of abutments or extreme ends of openings for multiple boxes.
The overall length of a structure measured along the center of the roadway between backs of abutment backwalls or between ends of bridge floor.
The clear width of a structure measured at right angles to the center of the roadway between the bottom of curbs or, if curbs are not used, between the inner faces of parapet or railing.
An entire bridge including its substructure and superstructure.
Unless otherwise shown on the Plans or indicated in the Proposal, a Completed Bridge Site is one in which all grading is completed to subgrade elevation (except for the stage construction providing a bench for the end bent). The minimum acceptable length of completed full-depth embankment shall equal the maximum width of fill between slope stakes at the particular end of bridge. This minimum length of full-depth embankment will b e meas ured along the roadway centerline away from the end-of-bridge station. In cut sections, a Completed Bridge Site shall be considered to be complete when the excavation is down to the s ubgrade elevation and extends 50 ft. (15 m) beyond the outer limits of the bridge in each direction. In all cases, positive surface drainage shall be in place and functioning and all temporary erosion control measures shall be installed, functioning, and maintained.
101.12Calendar Day
Every day shown on the calendar beginning at 12:00 midnight.
101.13Chief Engineer
The Engineering Executive appointed by the State Transportation Board, or other authority as may be provided by law, and acting for the Department within the authority and scope of duties assigned.
101.14Commissioner
The Commissioner of the Georgia Department of Transportation.
101.15Completion Date
The calendar date by which the Contract shall be completed when such date is shown in the Proposal in lieu of the stipulation of a number of available days or calendar days.
101.16Contract
The written agreement between the Department 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 Advertisement, Proposal, Contract Form and Contract Bond, Specifications, Supplemental Specifications, Special Provisions, general and detailed Plans, Notice to Proceed, and also any Supplemental 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. No oral agreement or orders are to be considered as valid or as a part of the Contract.
101.17Contract Bond (Performance and Payment Bond)
The approved form of security executed by the Contractor and his Surety or Sureties, which guarantees complete execution of the Contract and all Supplemental Agreements pertaining thereto, and the payment of all legal debts pertaining to the construction of the Project.
101.18Contract Item (Pay Item)
A specifically described unit of work for which a price is provided in the contract.
101.19Contract Time
The number of available days or calendar days allowed for the completion of the Contract, including authorized time extensions. If a Completion Date is shown in the Proposal, the Contract Time then shall be the period between the issuance of the Notice to Proceed and the calendar date shown in the Proposal as the completion date.
101.20Contractor
The individual, firm, corporation or combination thereof or governmental organization contracting with the Department for performance of prescribed work.
101.21Culvert
Any structure under the roadway with a clear opening of 20 ft. (6m) or less measured along the center of the roadway.
101.22Department
The Department of Transportation, State of Georgia.
101.23Easement
A right, other than the acquisition of title, acquired to use or control property for a designated purpose.
101.24Engineer
The Chief Engineer of Georgia, acting directly or through a duly authorized representative.
101.25Equipment
All machinery, apparatus, and tools necessary for the proper construction and acceptable completion of the work, plus the necessary repair parts, tools, and supplies for upkeep and maintenance.
101.26Extension Agreement
A written agreement entered into by and between the Department and the Contractor extending The Work beyond its original boundaries and prescribing additional work to be done including the basis of payment and time allowed for completion.
101.27Extra Work
An item of work not provided for in the Contract as awarded but found essential to the satisfactory completion of the Contract within its intended scope.
101.28Force Account
A method of payment for Extra Work when a Supplemental Agreement is not arrived at between the Engineer and the Contractor.
101.29General Terms
Whenever the following words or similar terms appear herein, they shall be understood to imply “by or to the Engineer,” unless the context clearly indicates a different meaning: “acceptable,” “approved,” “authorized,” “called for,” “considered necessary,” “contemplated,” “deemed,” “designated,” “directed,” “established,” “given,” “indicated,” “ordered,” “permission,” “permitted,” “required,” “satisfactory,” “specified,” “sufficient,” “suitable,” “suspended,” “unacceptable,” “unsatisfactory,” “unsuitable.”
101.30Highway—Road—Street
Each of these words is a general term denoting a public way for the purpose of vehicular travel including the entire area within the Rights of Way.
101.31Holidays
In the State of Georgia, holidays occur on: Date Holiday January 1 New Year’s Day 3rd Monday in January King’s Birthday January 19 State Holiday 3rd Monday in February Washington’s birthday April 26 State Holiday Last Monday in May National Memorial Day
Date Holiday July 4 Independence Day 1st Monday in September Labor Day 2nd Monday in October Columbus Day November 11 Veterans’ Day 4th Thursday in November Thanksgiving Day December 25 Christmas Day I f any of these Holidays fall on Sunday, the following Monday is considered to be the Holiday; if any of the Holidays fall on Saturday, the preceding Friday is considered to be the Holiday.
101.32Inspector
The Engineer’s authorized representative assigned to make a detailed inspection of Contract performance of any or all portions of The Work or materials thereof.
101.33Invitation for Bids
See 101.03 Advertisement.
101.34Laboratory
The testing laboratories of the Department or any other testing laboratory that may be designated by the Engineer.
101.35Liquidated Damages
The fixed charges assessed against the successful Bidder or the Contractor for failure to execute the Contract or to complete the Contract within the Contract Time.
101.36Materials
Any substances specified for use in the construction of the work.
101.37Materials Allowance
Payment for materials on hand as defined in Subsection 109.07, not to be confused with Partial Payments for work completed.
101.38Median
The portion of a divided highway separating the traveled ways for traffic moving in opposite directions.
101.39Minor Structures
Any structure not defined as a bridge.
101.40Notice to Contractors
A written Notice soliciting Proposals, mailed to Contractors, suppliers and others in the Construction Industry, which 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.
101.41Notice to Proceed
Written notice to the Contractor to proceed with the Contract Work.
101.42Pavement Structure
The combination of subbase, base course, and surface course placed on a subgrade to support the traffic load and
distribute it to the roadbed.
101.43Pay Item
See 101.18 Contract Item (Pay Item).
101.44Performance and Payment Bond
See 101.17 Contract Bond (Performance and Payment Bond).
101.45Plans
The approved plans, profiles, typical cross sections, working drawings and supplemental drawings or exact
reproductions thereof, which show the location, character, dimensions, and details of The Work.
101.46Prequalification
The procedure established and administered by the Department by virtue of which prospective Bidders are required to
establish their responsibility and competence in advance of submission of Proposals.
101.47Project
The specific section or sections of the transportation system together with all appurtenances and construction to be
performed thereon under the Contract.
101.48Proposal
The offer of a Bidder, on the prescribed form, to perform The Work and to furnish the labor and materials at the
prices quoted.
101.49Proposal Guaranty
Acceptable surety furnished by a bidder as a guaranty that he will enter into a contract and will furnish contract
performance and payment bonds if a contract is awarded to him.
101.50Right-of-Way
A general term denoting land, property, or interest therein, usually, but not required to be, in a strip, acquired for or
devoted to a highway and its appurtenant structures. 7777777777
101.51Roadbed
The graded portion of a highway within top and side slopes, prepared as a foundation for the pavement structure
and shoulder.
101.52Roadside Development
Those items necessary to the complete highway 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; such suitable planting and other improvements as may
increase the effectiveness and enhance the appearance of the highway.
101.53Roadway
The portion of a highway within the limits of construction.
101.54Salvaged Material
Material having value that is to be removed, preserved, or stockpiled as directed for later use by the Department.
Specific reference is made to Subsection 610.3.05.A.
101.55Shall or Will, Should, May
As used in these Specifications, the following definitions apply:
SHALL or WILL—A mandatory condition. When certain requirements are described with the “shall” or “will” stipulation,
it is mandatory that the requirements be met.
SHOULD—An advisory condition. Considered to be recommended but not mandatory.
MAY—A permissive condition. No requirement is intended.
101.56Shoulder
The portion of the roadway contiguous with the traveled way for accommodations of stopped vehicles, for emergency
use, and for lateral support of base and surface courses.
101.57Sidewalk
That portion of the roadway primarily constructed for the use of pedestrians.
101.58Skew or Skew Angle
The acute angle between the centerline of the roadway and a line parallel to a pier, bent, or abutment of a bridge or
parallel to the centerline of a culvert. 8888888888
101.59Special Provisions
Additions or revisions to the Standard or Supplemental Specifications, applicable to all projects.
Additions or revisions to the Standard Specifications, Supplemental Specifications, or Special Provisions,
applicable to a specific Project. A Project Specific Special Provision will be identified by the PI Number and
County in the title block. This includes Special Provision 150.
101.60Specifications
A general term applied to all directions, provisions and requirements pertaining to performance of the work.
101.61Standard Specifications
A publication titled:
“DEPARTMENT OF TRANSPORTATION, STATE OF GEORGIA STANDARD SPECIFICATIONS, CONSTRUCTION OF
TRANSPORTATION SYSTEMS.”
Transportation systems are defined as all modes of transportation, including but not limited to, highways, airports,
rail and ports.
101.62State Highway Engineer
See 101.13 Chief Engineer of the Georgia Department of Transportation.
101.63State
The State of Georgia.
101.64Station
When used as a term of measurement will be 100 linear ft. (1 km) measured horizontally.
101.65Structures
Bridges, culverts, catch basins, drop inlets, retaining walls, cribbing, manholes, end walls, buildings, sewers, service
pipes, underdrains, foundation drains, and other features that may be encountered in The Work and not otherwise
classified herein.
101.66Subbase
The layer or layers of specified or selected material of designed thickness placed on a subgrade to support a
base course.
101.67Subcontractor
Any individual, firm, corporation, or combination thereof to which the Contractor with the written consent of the
Department sublets any part of the Contract. 9999999999
101.68Subgrade
The top surface of a roadbed upon which the pavement structure and shoulders are constructed— generally the top
12 in. (300 mm) within cuts and fills.
101.69Subgrade Treatment
Modification of subgrade material by stabilization.
101.70Stabilization
Modification of soils or aggregates by incorporating materials which will increase load bearing capacity, firmness, and
resistance to weathering or displacement.
101.71Substructure
All of that part of the bridge structure below the bearings of simple and continuous spans, skewbacks of arches and
top of footings of rigid frames, including backwalls, wingwalls and wing protection railings.
101.72Superintendent
The Contractor’s authorized representative directly and solely responsible for the supervision and direction of
the work.
101.73Superstructure
The entire bridge structure except the substructure.
101.74Supplemental Agreement
A written agreement entered into by and between the Department and the Contractor covering modifications or
alterations to the original Contract, and establishing any necessary new Contract Items, any other basis of payment,
and any time adjustments for The Work affected by the changes. This Agreement becomes a part of the Contract
when properly executed and approved.
101.75Supplemental Specifications
Approved additions to or revisions of the Standard Specifications.
101.76Surety
The corporation, partnership or individual, other than the Contractor, executing a Bond furnished by the Contractor.
101.77The Work
The Work shall mean the furnishing of all labor, materials, equipment, superintendence and other incidentals necessary
or convenient to the successful completion of the Project and the carrying out of all the duties and obligations
imposed by the Contract.
101.78Titles (or Headings)
The titles or headings of the Sections and Subsections in these Specifications are intended for convenience of
reference and shall not be considered as having any bearing on the interpretation of the Specifications. 10101010101010101010
101.79Traveled Way
The portion of the roadway for the movement of vehicles, exclusive of shoulders and auxiliary lanes.
101.80Treasurer
The Treasurer of the Georgia Department of Transportation.
101.81Working Drawings
Any supplementary drawings or similar data which the Contractor is required to submit to the Engineer for approval
including but not limited to stress sheets, shop drawings, erection plans, falsework plans, framework plans, cofferdam
plans, and bending diagrams for steel.
101.82Related References
Listing of Specifications and documents contained in the Section are intended for convenience of reference and shall
not be considered as having any bearing on the interpretation of the Specifications..
Definition and Terms in other states
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