Attachment IV Appendix I Specifications NAPT Reflective Cracking Indoors Phase VII.pdf

Federal Aviation Administration William J. Hughes Technical Center National Airport Pavement Test Facility Atlantic City International Airport, New Jersey

SPECIFICATIONS

FOR

NAPTF – Reflective Cracking Indoors Phase VII 100% Submission

Prepared by:

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 300

EGG HARBOR TOWNSHIP, NJ

February 15, 2022

Project Table of Contents

PROJECT TABLE OF CONTENTS

General Provisions Specification Name Revision Date Section 10 Definition of Terms 100% Submission

Section 50MR Control of Work 100% Submission Section 60MR Control of Materials 100% Submission Section 61MR Submittal Procedures 100% Submission

Section 90 Measurement and Payment 100% Submission Item C-105 Mobilization 100% Submission Item C-110 Method of Estimating Percentage of Material

Within Specification Limits PWL 100% Submission

Technical Provisions Specification Name Revision Date Item I-100MR Sensors and Data Acquisition 100% Submission Item P-101MR Preparation/Removal of Existing Pavements 100% Submission Item P-401MR Asphalt Mix Pavement Surface Course 100% Submission Item P-603MR Bituminous Tack Coat 100% Submission

Section 10 Reflective Cracking Indoors Phase 7 Construction Specifications

Section 10 Page 1 of 8 2/15/2022

Section 10 Definition of Terms

When the following terms are used in these specifications, in the contract, or in any documents or other instruments pertaining to construction where these specifications govern, the intent and meaning must be defined as follows:

Paragraph Number

Term Definition

10-01 AASHTO The American Association of State Highway and Transportation Officials.

10-02 Access Road The right-of-way, the roadway and all improvements constructed thereon connecting the airport to a public roadway.

10-03 Advertisement A public announcement, as required by local law, inviting bids for work to be performed and materials to be furnished.

10-04 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 way; airport buildings and facilities located in any of these areas, and a heliport.

10-05 Airport Improvement Program (AIP)

A grant-in-aid program, administered by the Federal Aviation Administration (FAA).

10-06 Air Operations Area

(AOA)

The term air operations area (AOA) must 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 must 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 Apron Area where aircraft are parked, unloaded or loaded, fueled and/or serviced.

10-08 ASTM International

(ASTM)

Formerly known as the American Society for Testing and Materials (ASTM).

10-09 Award The Owner’s notice to the successful bidder of the acceptance of the submitted bid.

10-10 Bidder Any individual, partnership, firm, or corporation, acting directly or through a duly authorized representative, who submits a proposal for the work contemplated.

Section 10 Page 2 of 8 2/15/2022

Paragraph Number

Term Definition

10-11 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.

10-12 Calendar Day Every day shown on the calendar.

10-13 Certificate of Analysis

(COA)

The COA is the manufacturer’s Certificate of Compliance (COC) including all applicable test results required by the specifications.

10-14 Certificate of Compliance (COC)

The manufacturer’s certification stating that materials or assemblies furnished fully comply with the requirements of the contract. The certificate must be signed by the manufacturer’s authorized representative.

10-15 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 work within the scope of the contract and necessary to complete the project.

10-16 Contract A written agreement between the Owner and the Contractor that establishes the obligations of the parties including but not limited to performance of work, furnishing of labor, equipment and materials and the basis of payment.

The awarded contract includes but may not be limited to:

Advertisement, Contract form, Proposal, Performance bond, payment bond, General provisions, certifications and representations, Technical Specifications, Plans, Supplemental Provisions, standards incorporated by reference and issued addenda.

10-17 Contract Item (Pay Item)

A specific unit of work for which a price is provided in the contract.

10-18 Contract Time The number of calendar days or working days, stated in the proposal, allowed for completion of the contract, including authorized time extensions. If a calendar date of completion is stated in the proposal, in lieu of a number of calendar or working days, the contract must be completed by that date.

10-19 Contractor The individual, partnership, firm, or corporation primarily 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.

Section 10 Page 3 of 8 2/15/2022

Paragraph Number

Term Definition

10-20 Contractors Quality Control (QC) Facilities

The Contractor’s QC facilities in accordance with the Contractor Quality Control Program (CQCP).

10-21 Contractor Quality Control Program

(CQCP)

Details the methods and procedures that will be taken to assure that all materials and completed construction required by the contract conform to contract plans, technical specifications and other requirements, whether manufactured by the Contractor, or procured from subcontractors or vendors.

10-22 Control Strip A demonstration by the Contractor that the materials, equipment, and construction processes results in a product meeting the requirements of the specification.

10-23 Construction Safety and Phasing Plan (CSPP)

The overall plan for safety and phasing of a construction project developed by the airport operator, or developed by the airport operator’s consultant and approved by the airport operator. It is included in the invitation for bids and becomes part of the project specifications.

10-24 Drainage System The system of pipes, ditches, and structures by which surface or subsurface waters are collected and conducted from the airport area.

10-25 Engineer The individual, partnership, firm, or corporation duly authorized by the Owner to be responsible for engineering, inspection, and/or observation of the contract work and acting directly or through an authorized representative.

10-26 Equipment All machinery, together with the necessary supplies for upkeep and maintenance; and all tools and apparatus necessary for the proper construction and acceptable completion of the work.

10-27 Extra Work An item of work not provided for in the awarded contract as previously modified by change order or supplemental agreement, but which is found by the Owner’s Engineer or Resident Project Representative (RPR) to be necessary to complete the work within the intended scope of the contract as previously modified.

10-28 FAA The Federal Aviation Administration. When used to designate a person, FAA must mean the Administrator or their duly authorized representative.

Section 10 Page 4 of 8 2/15/2022

Paragraph Number

Term Definition

10-29 Federal Specifications The federal specifications and standards, commercial item descriptions, and supplements, amendments, and indices prepared and issued by the General Services Administration.

10-30 Force Account a. Contract Force Account - A method of payment that addresses extra work performed by the Contractor on a time and material basis.

b. Owner Force Account - Work performed for the project by the Owner's employees.

10-31 Intention of Terms Whenever, in these specifications or on the plans, the words “directed,” “required,” “permitted,” “ordered,” “designated,” “prescribed,” or words of like import are used, it must be understood that the direction, requirement, permission, order, designation, or prescription of the Engineer and/or Resident Project Representative (RPR) is intended; and similarly, the words “approved,” “acceptable,” “satisfactory,” or words of like import, must mean approved by, or acceptable to, or satisfactory to the Engineer and/or RPR, 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 must be interpreted to include all general requirements of the entire section, specification item, or cited standard that may be pertinent to such specific reference.

10-32 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.

10-33 Major and Minor Contract Items

A major contract item must be any item that is listed in the proposal, the total cost of which is equal to or greater than 20% of the total amount of the award contract. All other items must be considered minor contract items.

10-34 Materials Any substance specified for use in the construction of the contract work.

10-35 Modification of Standards (MOS)

Any deviation from standard specifications applicable to material and construction methods in accordance with FAA Order 5300.1.

Section 10 Page 5 of 8 2/15/2022

Paragraph Number

Term Definition

10-36 Notice to Proceed (NTP) A written notice to the Contractor to begin the actual contract work on a previously agreed to date. If applicable, the Notice to Proceed must state the date on which the contract time begins.

10-37 Owner The term “Owner” must mean the party of the first part or the contracting agency signatory to the contract. Where the term “Owner” is capitalized in this document, it must mean airport Sponsor only. The Owner for this project is

ANG-E262.

10-38 Passenger Facility Charge (PFC)

Per 14 Code of Federal Regulations (CFR) Part 158 and 49 United States Code (USC) § 40117, a PFC is a charge imposed by a public agency on passengers enplaned at a commercial service airport it controls.

10-39 Pavement Structure The combined surface course, base course(s), and subbase course(s), if any, considered as a single unit.

10-40 Payment bond The approved form of security furnished by the Contractor and their own surety as a guaranty that the Contractor will pay in full all bills and accounts for materials and labor used in the construction of the work.

10-41 Performance bond The approved form of security furnished by the Contractor and their own surety as a guaranty that the Contractor will complete the work in accordance with the terms of the contract.

10-42 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 specifications. Plans may also be referred to as 'contract drawings.’

10-43 Project The agreed scope of work for accomplishing specific airport development with respect to a particular airport.

10-44 Proposal The written offer of the bidder (when submitted on the approved proposal form) to perform the contemplated work and furnish the necessary materials in accordance with the provisions of the plans and specifications.

10-45 Proposal guaranty The security furnished with a proposal to guarantee that the bidder will enter into a contract if their own proposal is accepted by the Owner.

Section 10 Page 6 of 8 2/15/2022

Paragraph Number

Term Definition

10-46 Quality Assurance (QA) Owner’s responsibility to assure that construction work completed complies with specifications for payment.

10-47 Quality Control (QC) Contractor’s responsibility to control material(s) and construction processes to complete construction in accordance with project specifications.

10-48 Quality Assurance (QA) Inspector

An authorized representative of the Engineer and/or Resident Project Representative (RPR) assigned to make all necessary inspections, observations, tests, and/or observation of tests of the work performed or being performed, or of the materials furnished or being furnished by the Contractor.

10-49 Quality Assurance (QA) Laboratory

The official quality assurance testing laboratories of the Owner or such other laboratories as may be designated by the Engineer or RPR. May also be referred to as Engineer’s, Owner’s, or QA Laboratory.

10-50 Resident Project Representative (RPR)

The individual, partnership, firm, or corporation duly authorized by the Owner to be responsible for all necessary inspections, observations, tests, and/or observations of tests of the contract work performed or being performed, or of the materials furnished or being furnished by the Contractor, and acting directly or through an authorized representative.

10-51 Runway The area on the airport prepared for the landing and takeoff of aircraft.

10-52 Runway Safety Area

(RSA)

A defined surface surrounding the runway prepared or suitable for reducing the risk of damage to aircraft. See the construction safety and phasing plan (CSPP) for limits of the

RSA.

10-53 Safety Plan Compliance Document (SPCD)

Details how the Contractor will comply with the CSPP.

10-54 Specifications A part of the contract containing the written directions and requirements for completing the contract work.

Standards for specifying materials or testing which are cited in the contract specifications by reference must have the same force and effect as if included in the contract physically.

10-55 Sponsor A Sponsor is defined in 49 USC § 47102(24) as a public agency that submits to the FAA for an AIP grant; or a private Owner of a public-use airport that submits to the FAA an application for an AIP grant for the airport.

Section 10 Page 7 of 8 2/15/2022

Paragraph Number

Term Definition

10-56 Structures Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers;

navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein.

10-57 Subgrade The soil that forms the pavement foundation.

10-58 Superintendent The Contractor’s executive representative who is present on the work during progress, authorized to receive and fulfill instructions from the RPR, and who must supervise and direct the construction.

10-59 Supplemental Agreement

A written agreement between the Contractor and the Owner that establishes the basis of payment and contract time adjustment, if any, for the work affected by the supplemental agreement. A supplemental agreement is required if: (1) in scope work would increase or decrease the total amount of the awarded contract by more than 25%: (2) in scope work would increase or decrease the total of any major contract item by more than 25%; (3) work that is not within the scope of the originally awarded contract; or (4) adding or deleting of a major contract item.

10-60 Surety The corporation, partnership, or individual, other than the Contractor, executing payment or performance bonds that are furnished to the Owner by the Contractor.

10-61 Taxilane A taxiway designed for low speed movement of aircraft between aircraft parking areas and terminal areas.

10-62 Taxiway The portion of the air operations area of an airport that has been designated by competent airport authority for movement of aircraft to and from the airport’s runways, aircraft parking areas, and terminal areas.

10-63 Taxiway/Taxilane Safety Area (TSA)

A defined surface alongside the taxiway prepared or suitable for reducing the risk of damage to an aircraft. See the construction safety and phasing plan (CSPP) for limits of the

TSA.

10-64 Work The furnishing of all labor, materials, tools, equipment, and incidentals necessary or convenient to the Contractor’s performance of all duties and obligations imposed by the contract, plans, and specifications.

Section 10 Page 8 of 8 2/15/2022

Paragraph Number

Term Definition

10-65 Working day A working day must be any day other than a legal holiday, Saturday, or Sunday on which the normal working forces of the Contractor may proceed with regular work for at least six (6) hours toward completion of the contract.

When work is suspended for causes beyond the Contractor’s control, it will not be counted as a working day. Saturdays, Sundays and holidays on which the Contractor’s forces engage in regular work will be considered as working days.

10-66 Owner Defined terms Document Management System (DMS) – The Engineer maintains a document management system that is used as a repository for all project related documents (e.g.

deliverables, daily notes, QA/QC tests, submittals, etc.).

Contact the Engineer to establish an account on the DMS.

Maximum Aggregate Size – for P-401MR specifications, maximum aggregate size refers to the smallest sieve through which 100% of the aggregates will pass.

NAPTF Submittal – The Owner has an established cover sheet that must be attached to any submittals provided by the Contractor. A template of this cover sheet can be found at the end of Section 61MR and an editable electronic copy can be obtained via email request.

Nominal Maximum Aggregate Size – for P-401MR, nominal maximum aggregate size refers to one sieve size larger than the first sieve to retain more than 10% of the material.

END OF SECTION 10

Section 50MR Reflective Cracking Indoors Phase 7 Construction Specifications

Section 50MR Page 1 of 6 2/15/2022

Section 50MR Control of Work

50MR-01 Roles, responsibilities, and authorities. Responsibility and authority with regard to this project must be divided as defined in this paragraph, except as indicated in the contract or other sections of these specifications. Reporting and communication must be organized according to Figure 1, except as indicated in the contract or other sections of these specifications.

Figure 1. Project Organization Chart

a. Contractor. The Contractor is responsible for completion of all aspects of the work in conformance with the plans, specifications, and contract requirements. Subcontractors to the Contractor are not recognized as parties to the contract. All communication with the Engineer must be by the Contractor. The Contractor is solely responsible for the Contractor’s schedule, means, methods, techniques, sequences, or procedures of construction or the safety precautions incidents thereto.

b. Engineer. The Engineer must decide any and all questions which may arise to the quality and acceptability of materials furnished, work performed, and as to the manner of performance and rate of progress of the work. The Engineer must decide all questions that may arise as to the amount and quality of the several kinds of work performed and materials furnished which are to be paid for under contract. The Engineer does not have the authority to accept work that does not conform to FAA specification requirements.

c. Owner. The Owner must have authority to accept or reject any or all aspects of the work, interpret or otherwise answer questions concerning the plans and specifications, make changes to the plans and specifications, and make payment under the contract. The Owner must have unfettered access to the site for inspection purposes or other actions necessary under the contract.

The Owner must have the authority to suspend work in whole or in part for non-conformance with plans or specifications or for such period(s) as the owner may deem necessary for research purposes, by verbal notification to the Contactor.

50MR-02 Conformity with plans and specifications. All work and all materials furnished must be in reasonably close conformity with the lines, grades, grading sections, cross-sections, dimensions, material requirements, and testing requirements that are specified (including specified tolerances) in the contract, plans, or specifications.

Section 50MR Page 2 of 6 2/15/2022

If the Engineer finds the materials furnished, work performed, or the finished product not within reasonably close conformity with the plans and specifications, but that the portion of the work affected will, in their opinion, result in a finished product having a level of safety, economy, durability, and workmanship acceptable to the Owner, the Engineer will advise the Owner of their determination that the affected work be accepted and remain in place. The Engineer will document the determination and recommend to the Owner a basis of acceptance that will provide for an adjustment in the contract price for the affected portion of the work. Changes in the contract price must be covered by contract change order or supplemental agreement as applicable.

If the Engineer finds the materials furnished, work performed, or the finished product are not in reasonably close conformity with the plans and specifications and have resulted in an unacceptable finished product, the affected work or materials must be removed and replaced or otherwise corrected by and at the expense of the Contractor in accordance with the Engineer’s written orders.

The term “reasonably close conformity” must not be construed as waiving the Contractor’s responsibility to complete the work in accordance with the contract, plans, and specifications. The term must not be construed as waiving the Engineer’s responsibility to insist on strict compliance with the requirements of the contract, plans, and specifications during the Contractor’s execution of the work, when, in the Engineer’s opinion, such compliance is essential to provide an acceptable finished portion of the work.

The term “reasonably close conformity” is also intended to provide the Engineer with the authority, after consultation with the Sponsor and FAA, to use sound engineering judgment in their determinations to accept work that is not in strict conformity, but will provide a finished product equal to or better than that required by the requirements of the contract, plans and specifications.

50MR-03 Coordination of contract, plans, and specifications. The contract, plans, specifications, and all referenced standards cited are essential parts of the contract requirements. If electronic files are provided and used on the project and there is a conflict between the electronic files and hard copy plans, the hard copy plans must govern. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete work. In case of discrepancy, calculated dimensions will govern over scaled dimensions; contract technical specifications must govern over contract general provisions, plans, cited standards for materials or testing, and cited advisory circulars (ACs); contract general provisions must govern over plans, cited standards for materials or testing, and cited ACs; plans must govern over cited standards for materials or testing and cited ACs. If any paragraphs contained in the Special Provisions conflict with General Provisions or Technical Specifications, the Special Provisions must govern.

From time to time, discrepancies within cited testing standards occur due to the timing of the change, edits, and/or replacement of the standards. If the Contractor discovers any apparent discrepancy within standard test methods, the Contractor must immediately ask the Engineer for an interpretation and decision, and such decision must be final.

The Contractor must not take advantage of any apparent error or omission on the plans or specifications.

In the event the Contractor discovers any apparent error or discrepancy, Contractor must immediately notify the Owner or the designated representative in writing requesting their written interpretation and decision.

50MR-04 Cooperation of Contractor. The Contractor must be supplied with an electronic PDF of the plans and specifications. The Contractor must have available on the construction site at all times one hardcopy each of the plans and specifications. The cost of reproduction must be borne by the Contractor.

The Contractor must give constant attention to the work to facilitate the progress thereof, and must cooperate with the Engineer and their inspectors and with other Contractors in every way possible. The Contractor must have a competent superintendent on the work at all times who is fully authorized as their agent on the work. The superintendent must be capable of reading and thoroughly understanding the plans and specifications and must receive and fulfill instructions from the Engineer or their authorized representative.

Section 50MR Page 3 of 6 2/15/2022

50MR-05 Cooperation between Contractors. The Owner reserves the right to contract for and perform other or additional work on or near the work covered by this contract.

When separate contracts are let within the limits of any one project, each Contractor must conduct the work not to interfere with or hinder the progress of completion of the work being performed by other Contractors. Contractors working on the same project must cooperate with each other as directed.

Each Contractor involved must assume all liability, financial or otherwise, in connection with their own contract and must protect and hold harmless the Owner from any and all damages or claims that may arise because of inconvenience, delays, or loss experienced because of the presence and operations of other Contractors working within the limits of the same project.

The Contractor must arrange their work and must place and dispose of the materials being used to not interfere with the operations of the other Contractors within the limits of the same project. The Contractor must join their work with that of the others in an acceptable manner and must perform it in proper sequence to that of the others.

50MR-06 Construction layout and stakes. The Engineer must establish necessary horizontal and vertical control. The establishment of Survey Control and/or reestablishment of survey control must be by a State Licensed Land Surveyor. Contractor is responsible for preserving integrity of horizontal and vertical controls established by Engineer. In case of negligence on the part of the Contractor or their employees, resulting in the destruction of any horizontal and vertical control, the resulting costs will be deducted as a liquidated damage against the Contractor.

Prior to the start of construction, the Contractor will check all control points for horizontal and vertical accuracy and certify in writing to the Engineer that the Contractor concurs with survey control established for the project. All lines, grades and measurements from control points necessary for the proper execution and control of the work on this project will be provided to the Engineer. The Contractor is responsible to establish all layout required for the construction of the project.

Copies of survey notes will be provided to the Engineer for each area of construction and for each placement of material as specified to allow the Engineer to make periodic checks for conformance with plan grades, alignments and grade tolerances required by the applicable material specifications. Surveys will be provided to the Engineer prior to commencing work items that cover or disturb the survey staking. Survey(s) and notes must be provided in the following format(s): drawings and plans as AutoCAD dwg (latest version) and equivalent plots as PDF; all other items as PDF.

Laser, GPS, String line, or other automatic control must be checked with temporary control as necessary. In the case of error, on the part of the Contractor, their surveyor, employees or subcontractors, resulting in established grades, alignment or grade tolerances that do not concur with those specified or shown on the plans, the Contractor is solely responsible for correction, removal, replacement and all associated costs at no additional cost to the Owner.

No direct payment will be made, unless otherwise specified in contract documents, for this labor, materials, or other expenses. The cost must be included in the price of the bid for the various items of the Contract.

50MR-07 Authority and duties of Quality Assurance (QA) inspectors. QA inspectors must be authorized to inspect all work done and all material furnished. Such QA inspection may extend to all or any part of the work and to the preparation, fabrication, or manufacture of the materials to be used.

QA inspectors are not authorized to revoke, alter, or waive any provision of the contract. QA inspectors are not authorized to issue instructions contrary to the plans and specifications or to act as foreman for the Contractor.

QA Inspectors are authorized to notify the Contractor or their representatives of any failure of the work or materials to conform to the requirements of the contract, plans, or specifications and to reject such nonconforming materials in question until such issues can be referred to the Engineer for a decision.

Section 50MR Page 4 of 6 2/15/2022

50MR-08 Inspection of the work. All materials and each part or detail of the work must be subject to inspection. The Engineer must be allowed access to all parts of the work and must be furnished with such information and assistance by the Contractor as is required to make a complete and detailed inspection.

If the Engineer requests it, the Contractor, at any time before acceptance of the work, must remove or uncover such portions of the finished work as may be directed. After examination, the Contractor must restore said portions of the work to the standard required by the specifications. Should the work thus exposed or examined prove acceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be paid for as extra work; but should the work so exposed or examined prove unacceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be at the Contractor’s expense.

Provide advance written notice to the Engineer of work the Contractor plans to perform each week and each day. Any work done or materials used without written notice and allowing opportunity for inspection by the Engineer may be ordered removed and replaced at the Contractor’s expense.

Should the contract work include relocation, adjustment, or any other modification to existing facilities, not the property of the (contract) Owner, authorized representatives of the Owners of such facilities must have the right to inspect such work. Such inspection must in no sense make any facility owner a party to the contract, and must in no way interfere with the rights of the parties to this contract.

50MR-09 Removal of unacceptable and unauthorized work. All work that does not conform to the requirements of the contract, plans, and specifications will be considered unacceptable, unless otherwise determined acceptable by the Engineer as provided in Section 50MR-02 Conformity with Plans and Specifications.

Unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, must be removed immediately and replaced in an acceptable manner in accordance with the provisions of Section 70, paragraph 70-14, Contractor’s Responsibility for Work.

No removal work made under provision of this paragraph must be done without lines and grades having been established by the Engineer. Work done contrary to the specifications and instructions of the Engineer, work done beyond the lines shown on the plans or as established by the Engineer, except as herein specified, or any extra work done without authority, will be considered as unauthorized and will not be paid for under the provisions of the contract. Work so done may be ordered removed or replaced at the Contractor’s expense.

Upon failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; and unauthorized work to be removed and recover the resulting costs as a liquidated damage against the Contractor.

50MR-10 Load restrictions. The Contractor must comply with all legal load restrictions in the hauling of materials on public roads beyond the limits of the work. A special permit will not relieve the Contractor of liability for damage that may result from the moving of material or equipment.

The operation of equipment of such weight or so loaded as to cause damage to structures, research test items, or to any other type of construction will not be permitted. Hauling of materials over the base course or surface course under construction must be limited as directed. No loads will be permitted on a concrete pavement, base, or structure before the expiration of the curing period. The Contractor, at their own expense, must be responsible for the repair to equal or better than preconstruction conditions of any damage caused by the Contractor’s equipment and personnel.

50MR-11 Maintenance during construction. The Contractor must maintain the work during construction and until the work is accepted. Maintenance must constitute continuous and effective work prosecuted day

Section 50MR Page 5 of 6 2/15/2022 by day, with adequate equipment and forces so that the work is maintained in satisfactory condition at all times.

In the case of a contract for the placing of a course upon a course or subgrade previously constructed, the Contractor must maintain the previous course or subgrade during all construction operations.

All costs of maintenance work during construction and before the project is accepted must be included in the unit prices bid on the various contract items, and the Contractor will not be paid an additional amount for such work.

50MR-12 Failure to maintain the work. Should the Contractor at any time fail to maintain the work as provided in Section 50MR-11 Maintenance during Construction, the Engineer must immediately notify the Contractor of such noncompliance. Such notification must specify a reasonable time within which the Contractor must be required to remedy such unsatisfactory maintenance condition. The time specified will give due consideration to the exigency that exists.

Should the Contractor fail to respond to the Engineer’s notification, the Owner may suspend any work necessary for the Owner to correct such unsatisfactory maintenance condition, depending on the exigency that exists. Any maintenance cost incurred by the Owner, must be recovered as a liquidated damage against the Contractor.

50MR-13 Partial acceptance. If at any time during the execution of the project the Contractor substantially completes a usable unit or portion of the work, the occupancy of which will benefit the Owner, the Contractor may request the Engineer to make final inspection of that unit. If the Engineer finds upon inspection that the unit has been satisfactorily completed in compliance with the contract, the Engineer may accept it as being complete, and the Contractor may be relieved of further responsibility for that unit.

Such partial acceptance and beneficial occupancy by the Owner must not void or alter any provision of the contract.

50MR-14 Final acceptance. Upon due notice from the Contractor of presumptive completion of the entire project, the Engineer and Owner will make an inspection. If all construction provided for and contemplated by the contract is found to be complete in accordance with the contract, plans, and specifications, such inspection must constitute the final inspection. The Engineer must notify the Contractor in writing of final acceptance as of the date of the final inspection.

If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory, the Engineer will notify the Contractor and the Contractor must correct the unsatisfactory work. Upon correction of the work, another inspection will be made which must constitute the final inspection, provided the work has been satisfactorily completed. In such event, the Engineer will make the final acceptance and notify the Contractor in writing of this acceptance as of the date of final inspection.

50MR-15 Claims for adjustment and disputes. If for any reason the Contractor deems that additional compensation is due for work or materials not clearly provided for in the contract, plans, or specifications or previously authorized as extra work, the Contractor must notify the Engineer in writing of their intention to claim such additional compensation before the Contractor begins the work on which the Contractor bases the claim. If such notification is not given or the Engineer is not afforded proper opportunity by the Contractor for keeping strict account of actual cost as required, then the Contractor hereby agrees to waive any claim for such additional compensation. Such notice by the Contractor and the fact that the Engineer has kept account of the cost of the work must not in any way be construed as proving or substantiating the validity of the claim. When the work on which the claim for additional compensation is based has been completed, the Contractor must, within 10 calendar days, submit a written claim to the Engineer who will present it to the Owner for consideration in accordance with local laws or ordinances.

Nothing in this subsection must be construed as a waiver of the Contractor’s right to dispute final payment based on differences in measurements or computations.

Section 50MR Page 6 of 6 2/15/2022

END OF SECTION 50MR

Section 60MR Reflective Cracking Indoors Phase 7 Construction Specifications

Section 60MR Page 1 of 3 2/15/2022

Section 60MR Control of Materials

60MR-01 Source of supply and quality requirements. The materials used in the work must conform to the requirements of the contract, plans, and specifications. Unless otherwise specified, such materials that are manufactured or processed must be new (as compared to used or reprocessed).

In order to expedite the inspection and testing of materials, the Contractor must furnish documentation to the Engineer as to the origin, composition, and manufacture of all materials to be used in the work. Documentation must be furnished promptly after execution of the contract but, in all cases, prior to delivery of such materials.

At the Engineer’s option, materials may be approved at the source of supply before delivery. If it is found after trial that sources of supply for previously approved materials do not produce specified products, the Contractor must furnish materials from other sources.

The Contractor is solely responsible for the control of quality in accordance with Item C-100MR Contractor Quality Control Program (CQCP). The FAA reserves the right to verify material quality through independent testing and inspection of any material or item as part of the Quality Assurance Program.

Provide access to materials and facilities to the Engineer for purposes of sampling and testing. Except as indicated, Quality Assurance Program activities are the responsibility of the Engineer to be conducted at no additional cost to the Contractor.

60MR-02 Samples, tests, and cited specifications. All materials used in the work must be inspected, tested, and approved by the Engineer before incorporation in the work unless otherwise designated. Any work in which untested materials are used without approval or written permission of the Engineer must be performed at the Contractor’s risk. Materials found to be unacceptable and unauthorized will not be paid for and, if directed by the Engineer, must be removed at the Contractor’s expense.

Unless otherwise designated, quality assurance tests will be made by and at the expense of the Owner in accordance with the cited standard methods of ASTM, American Association of State Highway and Transportation Officials (AASHTO), federal specifications, Commercial Item Descriptions, and all other cited methods, which are current on the date of advertisement for bids.

The testing organizations performing on-site quality assurance field tests must have copies of all referenced standards on the construction site for use by all technicians and other personnel.

Unless otherwise designated, samples for quality assurance will be taken by a qualified representative of the Engineer. All materials being used are subject to inspection, test, or rejection at any time prior to or during incorporation into the work. Copies of all tests will be furnished to the Contractor’s representative at their request after review and approval of the Engineer.

A copy of all Contractor QC test data must be provided to the Engineer daily, along with printed reports, in an approved format, on a weekly basis. After completion of the project, and prior to final payment, the Contractor must submit a final report to the Engineer showing all test data reports, plus an analysis of all results showing ranges, averages, and corrective action taken on all failing tests.

60MR-03 Submittals. Provide complete and sufficiently detailed submittals as indicated in the technical sections of these specifications to all the FAA to determine compliance of the indicated materials and methods with contract requirements. Prepare and submit submittals in accordance with Section 61MR Submittal Procedures.

60MR-04 Plant inspection. The Engineer or their authorized representative may inspect, at its source, any specified material or assembly to be used in the work. Manufacturing plants may be inspected from time to

Section 60MR Page 2 of 3 2/15/2022 time for the purpose of determining compliance with specified manufacturing methods or materials to be used in the work and to obtain samples required for acceptance of the material or assembly.

Should the Engineer conduct plant inspections, the following conditions must exist:

a. The Engineer must have the cooperation and assistance of the Contractor and the producer with whom the Contractor has contracted for materials.

b. The Engineer must have full entry at all reasonable times to such parts of the plant that concern the manufacture or production of the materials being furnished.

c. If required by the Engineer, the Contractor must arrange for adequate office or working space that may be reasonably needed for conducting plant inspections. Place office or working space in a convenient location with respect to the plant.

It is understood and agreed that the Owner must have the right to retest any material that has been tested and approved at the source of supply after it has been delivered to the site. The Engineer must have the right to reject only material which, when retested, does not meet the requirements of the contract, plans, or specifications.

60MR-05 Engineer field office. An Engineer field office is not required.

60MR-06 Storage of materials. Materials must be stored to assure the preservation of their quality and fitness for the work. Stored materials, even though approved before storage, may again be inspected prior to their use in the work. Stored materials must be located to facilitate their prompt inspection. The Contractor must coordinate the storage of all materials with the Engineer. Unless otherwise shown on the plans and/or CSPP, the storage of materials and the location of the Contractor’s plant and parked equipment or vehicles must be as directed by the Engineer. Private property must not be used for storage purposes without written permission of the Owner or lessee of such property. The Contractor must make all arrangements and bear all expenses for the storage of materials on private property. Upon request, the Contractor must furnish the Engineer a copy of the property Owner’s permission.

All storage sites on private or airport property must be restored to their original condition by the Contractor at their expense, except as otherwise agreed to (in writing) by the Owner or lessee of the property.

60MR-07 Unacceptable materials. Any material or assembly that does not conform to the requirements of the contract, plans, or specifications must be considered unacceptable and must be rejected. The Contractor must remove any rejected material or assembly from the site of the work, unless otherwise instructed by the Engineer. The Contractor is responsible for the cost of removal of unacceptable materials, including removal and repair of adjacent or subsequent work.

Rejected material or assembly, the defects of which have been corrected by the Contractor, must not be returned to the site of the work until such time as the Engineer has approved its use in the work.

60MR-08 Owner furnished materials. The Contractor must furnish all materials required to complete the work, except those specified, if any, to be furnished by the Owner. Owner-furnished materials must be made available to the Contractor at the location specified.

All costs of handling, transportation from the specified location to the site of work, storage, and installing Owner-furnished materials must be included in the unit price bid for the contract item in which such Owner-furnished material is used.

After any Owner-furnished material has been delivered to the location specified, the Contractor must be responsible for any demurrage, damage, loss, or other deficiencies that may occur during the Contractor’s handling, storage, or use of such Owner-furnished material. The Owner will deduct from any monies due or to become due the Contractor any cost incurred by the Owner in making good such loss due to the Contractor’s handling, storage, or use of Owner-furnished materials.

Section 60MR Page 3 of 3 2/15/2022

END OF SECTION 60MR

Section 61MR Reflective Cracking Indoors Phase 7 Construction Specifications

Section 61MR Page 1 of 7 2/15/2022

Section 61MR Submittal Procedures

61MR-1.1 Summary. Required submittals are identified in the technical sections. The FAA may request submittals in addition to those identified in these specifications when deemed necessary to adequately describe the work. Units of weights and measures used on all submittals are to be the same as those used in the contract drawings. Each submittal is to be complete and have sufficient detail to allow ready determination of compliance with contract requirements. An incomplete submittal is grounds for rejection without further review. The Contractor must review and certify all items prior to submission.

All submittals require FAA approval and are to be approved prior to the acquisition of any material or equipment covered thereby.

61MR-1.2 Submittal Descriptions (SD). Submittal descriptions define the type of materials expected as part of a submittal. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

a. SD-01 Preconstruction Submittals. Submittals which are required prior to commencement of any on-site work, including demolition, site work, or establishment of staging areas.

b. SD-02 Shop Drawings. Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

c. SD-03 Product Data. Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

d. SD-04 Samples. Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged. Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

e. SD-05 Design Data. Design calculations, mix designs, analyses or other data pertaining to a part of work.

f. SD-06 Test Reports. Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accordance with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

1. Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

2. Report which includes findings of a test made at the job site or on samples taken from the job site, on a portion of work during or after installation.

3. Investigation reports.

4. Daily logs and checklists.

5. Final acceptance test and operational test procedure.

g. SD-07 Certificates. Statements printed on the manufacturer's letterhead and signed by a company officer or Registered Professional employed by the manufacturer of a product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project. The document purpose is to further promote

Section 61MR Page 2 of 7 2/15/2022 the orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

h. SD-08 Manufacturer's Instructions. Preprinted material describing installation of a product, system or…