TE-03 Paving IDIQ Airfield Specifications.pdf

United States Army Garrison Dugway Proving Ground

Technical Exhibit 03 Paving IDIQ Contract – Airfield Specifications

Directorate of Public Works [Date]

SECTION 32 01 11.51 Page 1

USACE / NAVFAC / AFCEC / NASA UFGS-32 01 11.51 (May 2016)

Change 2 - 08/17

Preparing Activity: USACE Superseding UFGS 32 01 11.51 (April 2006) UFGS 32 01 11.52 (April 2008)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

References are in agreement with UMRL dated July 2020

SECTION TABLE OF CONTENTS DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 01 11.51

RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

05/16

PART 1 GENERAL

1.1 UNIT PRICES

1.1.1 Measurement

1.1.2 Payment

1.2 REFERENCES

1.3 ADMINISTRATIVE REQUIREMENTS

1.4 SUBMITTALS

1.5 MECHANICAL REMOVAL EQUIPMENT

1.5.1 Waterblasting Equipment

1.5.2 Sandblasting Equipment

1.5.3 Grinding or Scarifying Equipment

1.6 CHEMICAL REMOVAL EQUIPMENT

1.7 TEST SECTION

1.8 DELIVERY, STORAGE, AND HANDLING

1.9 PROJECT/SITE CONDITIONS

1.9.1 Environmental Requirements

1.9.2 Airfield Traffic Control

1.9.3 Radio Communication

1.9.4 Emergency Landing and Takeoff

1.9.5 Airfield Lighting

1.9.6 Water

1.10 SAFETY

PART 2 PRODUCTS

2.1 [RUBBER] [AND] [PAINT] REMOVAL DETERGENTS OR CHEMICALS

PART 3 EXECUTION

3.1 [RUBBER] [AND] [PAINT] REMOVAL

3.2 RATE OF REMOVAL

3.3 WATER PRESSURE

3.4 CLEANUP AND WASTE DISPOSAL

3.5 COMPLIANCE TESTING

3.6 DAMAGE REPAIR

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-- End of Section Table of Contents --

SECTION 32 01 11.51 Page 3

USACE / NAVFAC / AFCEC / NASA UFGS-32 01 11.51 (May 2016)

Change 2 - 08/17

Preparing Activity: USACE Superseding UFGS 32 01 11.51 (April 2006) UFGS 32 01 11.52 (April 2008)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

SECTION 32 01 11.51

RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

05/16

NOTE: This guide specification covers the requirements for removal of rubber deposits and paint from asphalt concrete or portland cement concrete airfield pavements.

Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable item(s) or insert appropriate information.

Remove information and requirements not required in respective project, whether or not brackets are present.

Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).

NOTE: It is recommended that friction and/or texture testing be performed for affected pavement areas after hydroblast operations are performed for rubber and/or paint removal work. This is recommended because the effective friction level may be reduced by polishing of the aggregates within the pavement surface.

NOTE: On the project drawings, show:

1. Locations and dimensions of areas applicable to removal work.

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2. Type and general condition of pavement and any joints or markings for each removal area.

3. Indication of whether rubber, paint, or both are to be removed in each work area.

4. Locations of Government hydrants to be provided for Contractor use.

[Rubber] [and] [paint] removal is measured by the number of square meters feet of [rubber] [and] [paint] to be removed.

1.1.2 Payment

[Rubber] [and] [paint] removal is paid for at the contract unit price per square meter feet of [rubber] [and] [paint] to be removed.

1.2 REFERENCES

NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.

Use the Reference Wizard's Check Reference feature when you add a Reference Identifier (RID) outside of the Section's Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizard's Check Reference feature to update the issue dates.

References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

1.3 ADMINISTRATIVE REQUIREMENTS

Submit a schedule of work to the Contracting Officer. Describe the work to be accomplished; noting the location of work, distances from the ends of runways, taxiways, buildings, and other structures; and indicating dates and hours during which the work will be accomplished. Schedule the work to conform to aircraft operating schedules. The Government will try to schedule aircraft operations so as to permit the maximum amount of time for

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SECTION 32 01 11.51 Page 5 the Contractor's work. However, in the event of any emergency, intense operational demands, adverse wind conditions, and other unforseen difficulties, discontinue all work at locations in the aircraft operational area. Keep the approved schedule of work current and notify the Contracting Officer of any changes prior to beginning each day's work.

1.4 SUBMITTALS

NOTE: Review Submittal Description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project.

The Guide Specification technical editors have designated those items that require Government approval, due to their complexity or criticality, with a "G". Generally, other submittal items can be reviewed by the Contractor's Quality Control System. Only add a “G” to an item, if the submittal is sufficiently important or complex in context of the project.

For submittals requiring Government approval on Army projects, a code of up to three characters within the submittal tags may be used following the "G" designation to indicate the approving authority.

Codes for Army projects using the Resident Management System (RMS) are: "AE" for Architect-Engineer; "DO" for District Office (Engineering Division or other organization in the District Office); "AO" for Area Office; "RO" for Resident Office; and "PO" for Project Office. Codes following the "G" typically are not used for Navy, Air Force, and NASA projects.

The "S" following a submittal item indicates that the submittal is required for the Sustainability eNotebook to fulfill federally mandated sustainable requirements in accordance with Section 01 33

29 SUSTAINABILITY REQUIREMENTS.

Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are [for Contractor Quality Control approval.][for information only.When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REQUIREMENTS. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Schedule of work; G[, [ ]]

[Rubber] [and] [Paint] Removal Process Plan; G[, [ ]]

Waste Collection, Identification and Disposal Plan; G[, [ ]] SD-

03 Product Data

Mechanical [rubber] [and] [paint] removal equipment equipment

Chemical [rubber] [and] [paint] removal equipment

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[Rubber] [and] [Paint] Removal Detergents or Chemicals ; G[, [

SD-06 Test Reports

Test Section Results

1.5 MECHANICAL REMOVAL EQUIPMENT

NOTES: Shotblasting is prohibited for use on airfield pavements.

Submit product data for mechanical [rubber] [and] [paint] removal equipment including area of coverage per pass, range of water pressures, and water tank capacity.

NOTE: For Navy, delete sandblasting. The use of sandblasting is prohibited for use on Navy airfield pavements.

Mechanical removal equipment includes waterblasting[, sandblasting], grinding or scarifying, or other approved non-chemical systems.

[Control the equipment used on asphalt or tar concrete to remove [rubber] [and] [paint] accumulations while minimizing disturbances to asphalt or tar mixtures.] [Control the equipment used on portland cement concretes to remove [rubber] [and] [paint] accumulations and prevent removal of hardened paste from the concrete.] Basic hand tools and the following major types of mechanical equipment are considered acceptable for this project:

a. Waterblasting Equipment.

b. Grinding or Scarifying Equipment.[

c. Sandblasting Equipment.

c.d.] Shotblasting is prohibited for use on airfield pavements.

1.5.1 Waterblasting Equipment

Provide mobile waterblasting equipment capable of producing a pressurized stream of water that effectively removes [rubber] [and] [paint] from the pavement surface without significantly damaging the pavement. Provide equipment, tools, and machinery which are safe and and in good working order at all times. Provide equipment interlocks to prohibit high pressure water discharge when the vehicle or cleaning head is stationary (not moving forward or side to side).

[1.5.2 Sandblasting Equipment

Provide mobile sandblasting equipment capable of producing a pressurized stream of sand and air that effectively removes [rubber] [and] [paint] from the pavement surface without filling voids with debris in asphalt or tar pavements or removing joint sealants in portland cement concrete pavements.

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Include with the equipment an air compressor, hoses, and nozzles of adequate size and capacity for removing [rubber] [and] [paint]. Equip the compressor with traps and coalescing filters that maintain the compressed air free of oil and water.

]1.5.3 Grinding or Scarifying Equipment

Provide equipment capable of removing surface contaminates, paint build-up, or extraneous markings from the pavement surface without leaving any residue. If a weed torch is used to remove paint, the surface must be cleaned by hydro blast afterwards to remove surface contaminates and ash.

1.6 CHEMICAL REMOVAL EQUIPMENT

Submit product data for chemical [rubber] [and] [paint] removal equipment.

Use chemical equipment capable of applying and removing chemicals from the pavement surface while leaving only non-toxic biodegradable residue.

1.7 TEST SECTION

Prior to the start of work, remove [rubber] [and] [paint] on designated test areas not less than 15 m 50 feet in length. Use procedures, water pressures, nozzle height, nozzle spacings, nozzle angle, and equipment movement rate to achieve the required degree of [rubber] [and] [paint] removal in accordance with Paragraph [RUBBER] [AND] [PAINT] REMOVAL. Methods included in paragraph COMPLIANCE TESTING will be used to determine if the [rubber] [and] [paint] was successfully removed from the test section.

The test will examine seven random locations within the test section.

Submit the test section results before conducting any further removal work. Provide photos of seven random locations within the test area taken before and after the removal. Provide photos of four random locations at joint seals within the test area taken before and after removal.

1.8 DELIVERY, STORAGE, AND HANDLING

Deliver required materials in original manufacturer's containers labeled with appropriate EPA, OSHA, or other agency warnings, if applicable, and Safety Data Sheets. Protect materials from degrading until their use is required during execution of the work.

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1.9 PROJECT/SITE CONDITIONS

1.9.1 Environmental Requirements

Ensure pavement surface is free of snow, ice or slush. Ensure surface temperature is at least 5 degrees C 40 degrees F and rising at the beginning of operations[ except those involving sandblasting for which a lower surface temperature may be approved]. Cease operation during thunder and lightning storms. Cease operation during rainfall except for waterblasting and removal of previously applied chemicals. Cease waterblasting where surface water accumulation alters the effectiveness of material removal.

1.9.2 Airfield Traffic Control

Coordinate performance of all work in the controlled zones of the airfield with the Contracting Officer and with the [Flight Operations Officer or Airfield Manager] [control tower]. Neither equipment nor personnel can use any portion of the airfield without permission of these officers unless the runway is closed. Runways will be closed during the following times:

Day or Date Runway Closing Time

Runway Opening Time

Important Notes

1.9.3 Radio Communication

No personnel or equipment will be allowed in the controlled zones of the airfield until radio contact has been made with the control tower and permission is granted by the control tower. A radio for this purpose [willmay be provided by the Government. The Contractor is responsible for the radio and must reinburse the Government for repair or replacement of the radio if it is lost, damaged, or destroyed] [is to be provided by the Contractor and approved by the Contracting Officer]. Maintain contact with the control tower at all times during work in vicinity of the airfield.

Notify the control tower when work is completed and all personnel, equipment and materials have been removed from all aircraft operating surfaces.

1.9.4 Emergency Landing and Takeoff

Emergencies take precedence over all operations. Upon notification from the Control Tower of an emergency landing or imminent takeoff, stop all operations immediately and evacuate all personnel and equipment to an area not utilized for aircraft traffic which is at least 76 m 250 feet measured perpendicular to and away from the near edge of the runway unless otherwise authorized by the Contracting Officer or the Contracting Officer's Representative. Equipment and chemicals or detergents as well as excess water must be able to clear the work area within 3 minutes.

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1.9.5 Airfield Lighting

When night operations are necessary, provide all necessary lighting and equipment. Direct or shade lighting to prevent interference with aircraft, the air traffic control tower, and other base operations.

Provide lighting and related equipment capable of being removed from the runway within 15 minutes of notification of an emergency. Night work must be coordinated with the Flight Operations Manager or Airfield Manager and approved in advance by the Contracting Officer or authorized representative.

1.9.6 Water

Water to be used for high-pressure water equipment will be made available from Government hydrant[s] [as shown on the drawings,] [within [ ] m feet of all points of the work areaor as indicated by the COR,] [at no cost to the Contractor] [at the prevailing rates]. Furnish equipment and labor for delivery of water from the hydrant to the job site. Notify the Contracting Officer on location of fire hydrant[s] to be used and the respective times of use.

The Contracting OfficerCOR will notify coordinate with the Fire Department of fire hydrants to be used and designated times of use. Connections to a fire hydrant will be subject to the Contracting Officer's inspection and approval. The Contractor must provide and use a backflow prevention device for filling water tanks. The Contractor is responsible for testing, treating, and filtering the water to ensure it will not interfere with the rubber removal or damage or clog the rubber removal equipment.

1.10 SAFETY

Comply with OSHA 29 CFR 1910.

PART 2 PRODUCTS

2.1 [RUBBER] [AND] [PAINT] REMOVAL DETERGENTS OR CHEMICALS

The use of environmentally acceptable detergents or chemical agents must be considered on a case-by-case basis. Submit the Safety Data Sheet (SDS) for detergents or chemicals used in the [rubber] [and] [paint] removal process. Use of any detergents or chemicals in the [rubber] [and] [paint] removal process must be approved in advance by the Contracting Officer.

The Government specifically reserves the right to reject the use of any process which the Contracting Officer determines may pose unnecessary risks to human health, the environment, the pavement, aircraft or NAVAIDS due to corrosion or foreign object damage (FOD) potential as a result of its use, storage, or disposal.

PART 3 EXECUTION

NOTE: The Contracting Officer's Representative, the airfield manager and the pavements engineer will jointly develop guidelines and requirements for rubber and paint removal operations; and will jointly evaluate the feasibility of the Contractor's methods and project compliance with applicable regulations.

[RUBBER] [AND] [PAINT] REMOVAL

NOTE: The following provides recommended rubber and

SECTION 32 01 11.51 Page 10 paint removal percentages based on visual estimation of pavement area required to be exposed by the removal process. The degree of removal possible without damaging the pavement surface will depend on pavement condition. Portland cement concrete pavements can withstand more water pressure impact than asphaltic concrete pavements before aggregates are exposed. Do not specify 100 percent removal, as this will result in excessive exposure of pavement aggregates.

1. Rubber removal from Portland cement concrete pavements:

90 percent.

2. Rubber removal from asphaltic concrete pavements: 85 percent.

3. Paint removal from Portland cement concrete pavements and asphaltic concrete pavements: 85 percent.

NOTE: The drawings should indicate areas surfaced with a porous friction course.

Prior to any work being completed, submit a [Rubber] [and] [Paint] Removal Process Plan for approval by the Contracting Officer.

a. The pavement surface type is [portland cement concrete] [and] [asphalt mixture] [as indicated].

b. [Remove 90 percent of all visible rubber on portland cement concrete pavements and 85 percent of all visible rubber on asphaltic concrete pavements.] [Remove 85 percent of paint on portland cement and asphaltic concrete pavement. Remove all paint that is loose, flaking, chalky, or not to be re-marked or does not comply with size or pattern standards.]

c. Chemical methods used must be compatible with pavement materials, the environment and working personnel.

d. Exercise close control of water pressure and blasting time/duration to prevent damage to joints, existing markings that are not intended for removal, or the wearing surface. [Neither hydroblasting or abrasive blasting may be used for rubber removal on porous friction courses.]

e. Demonstrate the ability to remove rubber at a touchdown area of the runway selected by the Contracting Officer; at least one site per runway will be chosen. Rubber removal must not damage the pavement surface.

The surface texture of the cleaned demonstration area will be compared to that of non-rubber traffic areas to determine satisfactory completion of the removal operation.

f. After approval of the Contractor's operations by the Contracting Officer, the cleaned sample area will become the standard for rubber removal and final surface texture for the remainder of work.

g. Compliance testing for the amount of rubber and paint to be removed must conform to the requirements in paragraph COMPLIANCE TESTING.

3.23.1 RATE OF REMOVAL

[Remove rubber at a minimum rate of 929 square meter 10,000 square feet per

SECTION 32 01 11.51 Page 11 hour.] [Remove paint at a minimum rate of 93 square meter 1,000 square feet per hour.]Do not permit high-pressure water application to remove the existing pavement surface, joint seals or crack seals.

3.33.2 WATER PRESSURE

NOTE: The optimum water pressure to be used for rubber and paint removal will be determined by the test specified in paragraph entitled "Rubber and Paint Removal."

Provide water pressure impact upon the indicated pavement areas sufficient to remove the designated [rubber] [and] [paint] to the required degree of removal without damaging the existing pavement, joint sealant, or other airfield appurtenances. The Contractor is responsible for repairing any damage caused by the removal work.

3.43.3 CLEANUP AND WASTE DISPOSAL

NOTE: The Contractor is normally responsible for total contract performance. However, at geographically isolated airfields, it may be necessary to furnish Government equipment and personnel for cleanup operations.

Keep the worksite clean of by-products, debris and waste from [rubber] [and] [paint] removal operations. Perform cleanup operations continuously.

[Residue will be removed from the pavement by Government-furnished sweepers and personnel. Notify the Contracting Officer for coordination.] [Remove all residue from the pavement.

Obtain the approval of residue removal and disposal method from the Contracting Officer prior to beginning work.] Submit a Waste Collection, Identification and Disposal Plan describing proposed actions regarding waste collection, control, identification, and disposal to the Contracting Officer's Representative for approval prior to the start of work. The plan will address disposal methods and requirements for hazardous and non-hazardous wastes.

3.53.4 COMPLIANCE TESTING

a. Compliance with the [rubber] [and] [paint] removal requirements must be determined by direct testing within the designated work area.

b. Use a 0.1 square meter one square foot section of transparent material inscribed with a grid of 100 equal squares as a tool for quantitative measure of the percent removal. Place the grid pattern on the pavement surface at random locations. Then count the squares which

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SECTION 32 01 11.51 Page 12 contain rubber and/or paint deposits. The number of squares containing rubber and/or paint deposits must not exceed the allowed percentage in each of the randomly selected locations.

c. Divide each work area designated for [rubber] [and] [paint] removal into at least four equal zones for the purpose of compliance testing. The layout of each zone must be approved by the Contracting Officer. Within each zone, a minimum of seven random locations must be evaluated.

The amount of [rubber] [and] [paint] removed at each of the randomly selected test locations within each zone must meet the requirement described in paragraph [RUBBER] [AND] [PAINT] REMOVAL.

Evaluate each zone independently. A zone not meeting the required percentage must be recleaned by the Contractor at the Contractor's expense.

d. Deposits of [rubber or rubber buildup] [and] [paint] are defined as any surface deposit that can be removed by scratching the deposit with a flat sharp object (such as a pocket knife) without damaging the pavement surface. Stains are defined as materials in the pavement surface microtexture that cannot be removed without damaging the pavement surface. Stain is generally embedded in the surface of the pavement below the horizontal plane of the surface texture. The Contractor is not responsible for stain removal.

3.63.5 DAMAGE REPAIR

Repair any damage to the pavement surface, joint, joint and crack seals, or other Government property caused during the performance of the work at the Contractor's expense. Submit a repair plan to include methods and material to the Contracting Officer's Representative for approval prior to performance of the repairs. Complete the repairs within the performance period of the Contract.

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SECTION 32 01 18.71 Page 1

USACE / NAVFAC / AFCEC / NASA UFGS-32 01 18.71 (May 2017)

Preparing Activity: USACE Superseding UFGS-32 01 26.71 (August 2008)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 01 18.71

GROOVING OF AIRFIELD PAVING

05/17

1.1 SUBMITTALS

1.2 EQUIPMENT, TOOLS, AND MACHINES

1.2.1 Grooving Machine

1.3 ENVIRONMENTAL REQUIREMENTS PART 2 PRODUCTS

3.1 PREPARATION

3.1.1 Existing Pavements

3.1.2 New Pavements

3.2 WATER SUPPLY

3.3 GROOVING

3.3.1 Procedures

3.3.2 Clean-Up

3.3.3 Repair of Damaged Pavement

3.4 CONTRACTOR QUALITY CONTROL

3.4.1 Test Section

3.4.2 Inspections

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SECTION 32 01 18.71 Page

USACE / NAVFAC / AFCEC / NASA UFGS-32 01 18.71 (May 2017)

Preparing Activity: USACE Superseding UFGS-32 01 26.71 (August 2008)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

References are in agreement with UMRL dated July 2020

SECTION 32 01 18.71 GROOVING OF AIRFIELD PAVING

05/17 requirements for providing grooves in airfield pavements to increase the safe performance of aircraft.

preparing new project specification sections. Edit this guide specification for project specific requirements by adding, Change Request (CCR).

NOTE: If an active runway is to be grooved, allowances such as Contractor reaction time, minimum distance equipment must be removed from the runway, and an estimated cost to the Contractor for each interruption must be addressed.

If unit prices are used, the following are designer options:

The unit of measurement for grooving the [runway] [taxiway] surface will be the lump sum. The unit of measurement for aircraft traffic interruptions will be each. A lump sum price will be paid for grooving and cleaning the pavement. The minimum payment for each interruption will be one hour.

1.1 SUBMITTALS

NOTE: Review submittal description (SD) definitions criticality, with a "G." Generally, other submittal items can be reviewed by the Contractor's Quality Control System. Only used following the "G" designation to indicate the approving authority.

Codes for Army projects using the Resident Management System (RMS) are: "AE" for Architect-Engineer; "DO" for District Office (Engineering Division or other organization in the District Office); "AO" for Area Office; "RO" for Resident Office; and "PO"

An "S" following a submittal item indicates that the submittal is required for the Sustainability eNotebook to fulfill federally mandated sustainable requirements in accordance with Section 01 33 29 SUSTAINABILITY REPORTING. Locate the "S" submittal under the SD number that best describes the submittal item.

submittals not having a "G" designation are for [Contractor Quality Control approval.] [information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-03 Product Data

Equipment; G[, [ ]] Procedures; G[, [ ]]

1.2 EQUIPMENT, TOOLS, AND MACHINES

1.2.1 Grooving Machine

Provide a grooving machine that is power driven, self-propelled, specifically designed and manufactured for pavement grooving, and has a self contained and integrated continuous slurry vacuum system as the primary method for removing waste slurry. Equip the grooving machine with diamond-saw cutting blades capable of making at least 457 mm 18 inches in width of multiple parallel grooves in one pass of the machine. Use cutting blades capable of making the required width and depth of grooves in one pass of the machine. A mixture of new and worn blades or blades of unequal wear or diameter are not permitted in the cutting head. Match the blade type and configuration with the hardness of the existing airfield pavement. Use wheels on the grooving machine that will not scar or spall the pavement. Provide the machine with devices to control depth of groove and alignment within the specified tolerances.

Submit a list of proposed equipment to be used in performance of this work, including descriptive data and safety precautions required for the equipment

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1.3 ENVIRONMENTAL REQUIREMENTS

Grooving operations will not be permitted when freezing conditions prevent the immediate removal of debris and/or drainage of water from the grooved area. The Contractor is responsible for discharge and disposal of waste slurry. Waste slurry discharge pits may be constructed along side the pavement to be grooved, as directed by the Contracting Officer. Provide and maintain temporary storm drainage, pollution control, and erosion control features at each discharge pit in accordance with base environmental regulations. Excavate and dispose of hardened waste slurry [off base] [in accordance with the base waste disposal requirements] after it has been dewatered. Regrade and restore to original condition all disposal pit areas.

Not used.

3.1 PREPARATION

NOTE: Limits of the grooved area should be as described in UFC 3-260-02. Grooves will be continuous for the entire length of the usable runway and will be perpendicular to the runway centerline. Grooves should terminate within 1.5 to 3 meters 5 to 10 feet of the pavement edge to allow for the operation of grooving equipment. Grooves will also be terminated within 75 to 230 mm 3 to 9 inches of the runway centerline joint, transverse joints, in-runway lighting fixtures (or similar items). Joint seals (compression or field molded) shall be installed such that they will have proper relief below the bottom of the groove cuts. The following areas should not be grooved: overruns, UAS only runways, rotary-wing runways, 3m 10 feet of runway ends, and 3m 10 feet either side of an arresting barrier cable that requires hook engagement for operation. Figures 2-10 and 2-11 of -FAAAC 150/5320-12A- show examples of saw-cut step patterns at the intersection of secondary runways and exit taxiways to primary runways, respectively. Characteristics of the existing pavement will be described in sufficient detail to allow the Contractor to select the most economical and effective cutting blades for grooving the pavement. Pavements should not be grooved until they are at least 30 days old.

3.1.1 Existing Pavements

Do not groove bumps, depressed areas, bad or faulted joints, and badly cracked and/or spalled areas in the pavement until such areas are adequately repaired or replaced.

3.1.2 New Pavements

Allow new asphalt concrete pavements to cure for a minimum of 30 days before grooving, to allow the material to become stable enough to prevent closing of the grooves under normal use. Permit new portland cement concrete pavements to cure for a minimum of 28 days before grooving.

3.2 WATER SUPPLY

NOTE: If transportation of the water by surface laid pipe is permitted, routing of the pipe should be shown.

Identify the available source location on the drawings.

[Provide water for the grooving operation] [The Government will provide water for the grooving operation].

3.3 GROOVING

3.3.1 Procedures

Submit grooving sequence and method of placing guide lines to control grooving operation. Cut grooves in the [asphalt] [portland cement] areas as indicated on the drawings. Begin the grooving at one side of the usable [runway] or [taxiway] and continue for the full width of the area.

Take all reasonable precautions to prevent damage to or roughening of the pavement between grooves. Spalling along or tearing or raveling of the groove edges will not be allowed. Cut grooves that are 6 mm, plus 2 mm, minus 0 mm 1/4 inch, plus 1/16 inch, minus 0 inch wide by 6 mm, plus or minus 2 mm 1/4 inch, plus or minus 1/16 inch deep and 38 mm, plus 0 mm, minus 3 mm 1-1/2 inches, plus 0 inches, minus 1/8 inch center to center spacing. Cut grooves that are [ ] meters feetto the length indicated plus or minus 75 mm 3 inches long and normal to the longitudinal axis of the centerline of the [runway] [taxiway]. The transverse alignment of the grooves must not vary more than 75 mm 3 inches plus or minus on a 23 m 75 foot length of grooving. Do not groove within 150 mm plus or minus 75 mm 6 inches plus or minus 3 inches of the runway centerline. Do not groove within 150 mm 6 inches of transverse joints or working cracks, through compression seals, in-runway lighting fixtures or similar items, the first 3 m 10 feet either side of an arresting barrier cable or the first and last 3 m 10 feet of the runway.

3.3.2 Clean-Up

Continously clean-up debris from the grooving operation. Flush debris produced by the equipment to the edge of the grooved area or pick it up before it dries and hardens. Flush the remaining dust coating to the edge of the area if the resultant accumulation is not detrimental to the vegetation or storm drainage system. Accomplish all flushing operations in a manner to prevent erosion on the shoulders, damage to vegetation, or plugging of storm drainage.

3.3.3 Repair of Damaged Pavement

Repair at the Contractor's expense, [as specified in Section [ ],] any damage, which in the opinion of the Contracting Officer will be detrimental to aircraft operations and/or pavement performance, occurring to the pavement as a result of the grooving operations.

3.4 CONTRACTOR QUALITY CONTROL

3.4.1 Test Section

Groove a test section [ ] m feet long by two lanes wide in an area of the pavement outside of the trafficked area, as approved by the Contracting Officer Representative. Demonstrate the setup and alignment process, the grooving operation, and the waste slurry disposal.

3.4.2 Inspections

At the beginning of each work shift, furnish a full complement of grooving blades with each saw that are capable of cutting grooves of the specified width, depth, and spacing. If during the work, a single grooving blade on a machine becomes incapable of cutting a groove, continue work for the remainder of the work shift. The Contractor is not required to cut the groove omitted because of the failed blade. Should two or more grooving blades on a machine become incapable of cutting grooves, cease operating the machine until it is repaired.

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SECTION 32 01 19.61 Page 2

USACE / NAVFAC / AFCEC / NASA UFGS-32 01 19.61 (November 2019)

Preparing Activity: NAVFAC Superseding UFGS-32 01 19.61 (April 2006)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

SECTION 32 01 19.61

SEALING OF JOINTS IN RIGID PAVEMENT

11/19

1.1.2 Payment

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Test Requirements

1.4.2 Trial Joint Sealant Installation

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 ENVIRONMENTAL REQUIREMENTS

1.7 TRAFFIC CONTROL PART 2 PRODUCTS

2.1 SEALANTS

2.2 PRIMERS

2.3 BOND BREAKERS

2.3.1 Blocking Media/Backup Materials

2.3.2 Bond Breaking Tapes PART 3 EXECUTION

3.1 EXECUTING EQUIPMENT

3.1.1 Joint Cleaning Equipment

3.1.1.1 Tractor-Mounted Routing and Plowing Tool

3.1.1.2 Concrete Saw

3.1.1.3 Sandblasting Equipment

3.1.1.4 Waterblasting Equipment

3.1.1.5 Air Compressor

3.1.1.6 Vacuum Sweeper

3.1.1.7 Hand Tools

3.1.2 Sealing Equipment

3.1.2.1 Hot-Poured Sealing Equipment

3.2 Cold-Applied, Single-Component Sealing EquipmentSAFETY

3.3 PREPARATION OF JOINTS

3.3.1 Existing Sealant Removal

3.3.2 Sawing

3.3.2.1 Refacing of Joints

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SECTION 32 01 19.61 Page 3

3.3.2.2 Refacing of Random Cracks

3.3.3 Final Cleaning of Joints

3.3.3.1 Sandblasting

3.3.4 Bond Breaker

3.3.4.1 Blocking Media (Backer Rod) (Except for Expansion Joints)

3.3.4.2 Bond Breaking Tape

3.3.5 Rate of Progress of Joint Preparation

3.3.6 Disposal of Debris

3.4 PREPARATION OF SEALANT

3.4.1 Hot-Poured Sealants

3.4.2 Single-Component, Cold-Applied Sealants

3.5 INSTALLATION OF SEALANT

3.5.1 Time of Application

3.5.2 Sealing Joints

3.6 INSPECTION/FIELD QUALITY CONTROL

3.6.1 Joint Cleaning

3.6.2 Sampling Sealant

3.6.3 Sealant Application Equipment

3.6.4 Joint Sealant

3.7 ACCEPTANCE

3.8 CLEAN-UP

SECTION 32 01 19.61 Page 4

USACE / NAVFAC / AFCEC / NASA UFGS-32 01 19.61 (November 2019)

Preparing Activity: NAVFAC Superseding UFGS-32 01 19.61 (April 2006)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

SECTION 32 01 19.61

SEALING OF JOINTS IN RIGID PAVEMENT

11/19 requirements for field molded sealants in sealing or resealing joints in rigid pavements on airfields, roads, streets, and other areas.

preparing new project specification sections. Edit this guide specification for project specific requirements by adding, Change Request (CCR).

NOTE: When crack repair is involved, edit accordingly, including the section title. This specification should not be used for liquid oxygen compatible joint seals.

NOTE: The following information shall be shown on the project drawings:

1. Spacing, width, and type of joints in concrete pavements to be sealed.

2. Typical details of existing joints.

3. Depth of existing sealant to be removed for each type of joint, if not specified.

4. Detail of type of joint to be refaced or widened with a concrete saw. Show extent of new width and depth of sawing to provide the proper shape factor of the void space in the joint.

For materials, other than silicone, the ratio of the depth to

SECTION 32 01 19.61 Page 5 width (d/w) of the sealant reservoir should generally be not less than 1 nor greater than 1.5. For silicone sealant a depth to width ratio of approximately 0.5 is preferred. Depending upon the width of the refaced joint, the thickness of the sealant bead should be between 6 and 13 mm 1/4 and 1/2 in. Following are the recommended details for silicone sealants:

Refaced Joint Width 10 mm 13 mm 19 mm 25 mm

Recess Below Surface 6 mm 6 mm 6 mm 13 mm

Thickness of Sealant 6 mm 6 mm 10 mm 13 mm

Backer Rod Diameter 13 mm 16 mm 22 mm 31 mm

Total Depth of Joint 25 mm 28 mm 38 mm 56 mm

Refaced Joint Width 3/8" 1/2" 3/4" 1"

Recess Below Surface 1/4" 1/4" 1/4" 1/2"

Thickness of Sealant 1/4" 1/4" 3/8" 1/2"

Backer Rod Diameter 1/2" 5/8" 7/8" 1 1/4"

Total Depth of Joint 1" 1 1/8" 1 1/2" 2 1/4"

5. Location and type of bond breaker or back-up.

6. Identify type of sealant based on proposed use of pavements.

(See note in paragraph entitled "Joint Sealant.")

7. For joint details see UFC 3-260-02, "Pavement Design for Airfields".

NOTE: In preparing Contract specifications for concrete pavements, use UFC 3-250-04 Standard Practice for Concrete Pavements.

UNIT PRICES

NOTE: Delete this paragraph when lump sum bidding is used.

Determine the quantity of each sealing item to be paid for by actual measurement of the number of linear m ft of in-place material that has been approved.

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SECTION 32 01 19.61 Page 6

1.1.2 Payment

Make payment at the Contract unit bid prices per linear meter foot for the sealing items scheduled. Include the cost of labor, materials, and the use of equipment and tools required to complete the work in the unit bid price.

1.2 REFERENCES

NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.

Use the Reference Wizard's Check Reference feature when you add a Reference Identifier (RID) outside of the Section's Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizard's Check Reference feature to update the issue dates.

References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM C603 (2014; R 2019) Standard Test Method for

Extrusion Rate and Application Life of Elastomeric Sealants

ASTM C639 (2015; R 2020)Standard Test Method for

Rheological (Flow) Properties of Elastomeric Sealants

ASTM C661 (2015) Indentation Hardness of Elastomeric-

Type Sealants by Means of a Durometer

ASTM C679 (2003; E 2009; R 2009) Tack-Free Time of

ASTM C719 (2014; R 2019) Standard Test Method for

Adhesion and Cohesion of Elastomeric Joint Sealants Under Cyclic Movement (Hockman Cycle)

ASTM C792 (2015; R 2020) Effects of Heat Aging on

Weight Loss, Cracking, and Chalking of

ASTM C793 (2005; R 2017) Standard Test Method for

Effects of Laboratory Accelerated Weathering on Elastomeric Joint Sealants

ASTM C920 (2018) Standard Specification for

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SECTION 32 01 19.61 Page 7

Elastomeric Joint Sealants

ASTM C1016 (2014) Standard Test Method for Determination of Water Absorption of Sealant Backing (Joint Filler) Material

ASTM C1193 (2013) Standard Guide for Use of Joint

ASTM D412 (2016) Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension

ASTM D789 (2015) Determination of Relative Viscosity and Moisture Content of Polyamide (PA)

ASTM D903 (1998; R 2017) Standard Test Method for Peel or Stripping Strength of Adhesive Bonds

ASTM D5249 (2010; R 2016) Standard Specification for

Backer Material for Use with Cold-and Hot-Applied Joint Sealants in Portland-Cement Concrete and Asphalt Joints

ASTM D5329 (2016) Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements

ASTM D5893/D5893M (2016) Standard Specification for Cold

Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements

ASTM D6690 (2015) Standard Specification for Joint and

Crack Sealants, Hot Applied, for Concrete and Asphalt PavementsU.S. ARMY CORPS OF

ENGINEERS (USACE)

COE CRD-C 525 (1989) Corps of Engineers Test Method for

Evaluation of Hot-Applied Joint Sealants for Bubbling Due to Heating

1.3 SUBMITTALS

NOTE: Review Submittal Description (SD) definitions criticality, with a "G." Generally, other submittal items can be reviewed by the Contractor's Quality Control System. Only used following the "G" designation to indicate the approving authority.

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SECTION 32 01 19.61 Page 8

Codes for Army projects using the Resident Management System (RMS) are: "AE" for Architect-Engineer; "DO" for District Office (Engineering Division or other organization in the District Office); "AO" for Area Office; "RO" for Resident Office; and "PO"

Use the "S" Classification only in SD-11 Closeout Submittals.

An "S" following a submittal item indicates that the submittal is required for the Sustainability eNotebook to fulfill federally mandated sustainable requirements in accordance with Section 01 33 29 SUSTAINABILITY REPORTING.

submittals not having a "G" designation are [for Contractor Quality Control approval.][for information only.When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Submit catalog cuts, specifications, Safety Data Sheets and other information documenting conformance to Contract requirements.

Manufacturer's Recommendations

SD-04 Samples

NOTE: Liquid joint sealer proposed for use in airfield pavements should be tested by the U.S. Army Corps of Engineer, Waterways Experiment Station, P.

O. Box 631, Vicksburg, MS 39180, Attn: Larry Lynch, telephone:

(601) 634-4274, before acceptance. Project Managers should assure that sufficient funds (approximately $1500) are available and that the 45 day testing time requirement has been taken into account when establishing contract completion time. For small projects involving approximately less than 3,000 m 10,000 linear ft of joint sealing, the requirement for testing may be waived provided that a Factory Test Report is submitted. In no case should materials not meeting the applicable specification be accepted.

Provide for testing a 19-L 5-gal sample of each sealant with associated primer to the Contracting Officer a minimum of 60 days prior to its use on the job. Provide factory-sealed containers with a factory applied label showing the following information:

Name of sealant

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SECTION 32 01 19.61 Page 9

Identification of component, or primer

Specification number and type

Manufacturer's name

Manufacturer's lot and batch number

Date of Manufacture (month and year)

Shelf life retest date (month and year)

List of hazardous components

Quantity of material in container (volume)

Storage instructions

Instructions for use

Blocking Media/Backup Materials

Backer Rod

Bond Breaking Tapes

SD-06 Test Reports

NOTE: Liquid joint sealer proposed for use in airfield pavements should be tested by the U.S. Army Corps of Engineer, Waterways Experiment Station, P.

O. Box 631, Vicksburg, MS 39180, Attn: Larry Lynch, telephone:

(601) 634-4274, before acceptance. Project Managers should assure that sufficient funds (approximately $1500) are available and that the 45 day testing time requirement has been taken into account when establishing contract completion time. For small projects involving approximately less than 3,000 m 10,000 linear ft of joint sealing, the requirement for testing may be waived provided that a Factory Test Report is submitted. In no case should materials not meeting the applicable specification be accepted.

NOTE: Factory test report should be required for joint seals on projects when the Government testing is waived.

[ Sealants

] SD-07 Certificates

Equipment List

SD-08 Manufacturer's Instructions

Sealants

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SECTION 32 01 19.61 Page 10

Provide instructions that include, but not limited to: storage requirements, ambient temperature and humidity ranges, and moisture condition of joints for successful installation; requirements for preparation of joints; safe heating temperature; mixing instructions; installation equipment and procedures; application and disposal requirements; compatibility of sealant with filler material; curing requirements; and restrictions to be adhered to in order to reduce hazards to personnel or to the environment. Submit instructions at least 30 days prior to use.

1.4 QUALITY ASSURANCE

1.4.1 Test Requirements

NOTE: Select the applicable statement for testing and determining specification compliance and delete the inapplicable statement. Select the first statement for projects except where the project is less than 200 L 50 gal or 200 kg 440 lbs ofmaterial. When the project requires less than 200 L 50 gal or 200 kg 440 lbs of sealant, the first statement can be deleted and the sealant and back-up material may be accepted on certified certificate that contains the test data showing compliance with the laboratory test requirements. The cost of testing can be obtained from U.S. Army Corps of Engineer Division Laboratories or Waterways Experiment Station.

Test the sealant and backup or separating material for conformance with the referenced material specification.[ The materials will be tested by the Government. Do not use material at the project prior to receipt of written notice that the materials meet the laboratory requirements. The cost of the first test of samples will be borne by the Government. If the samples fail to meet specification requirements, replace the materials represented by the sample and test the new materials at the Contractor's expense.][ Perform testing of the materials in an approved independent laboratory and submit certified copies of the test reports for approval [ ]a minimum of 30 days prior to the use of the materials at the job site.

Submit samples to be retained by the Government for possible future testing if the materials appear defective during or after application.] Conformance with the requirements of the laboratory tests specified does not constitute final acceptance of the materials. Base final acceptance on the performance of the in-place materials. Submit samples of the materials (sealant, primer if required, and backup material), in sufficient quantity for testing and approval [ ] days prior to the beginning of work. Do not use material until it has been approved.

1.4.2 Trial Joint Sealant Installation

Prior to cleaning and sealing the joints for the entire project, prepare a test section at least 60 m 200 ft long using the specified materials and approved equipment, so as to demonstrate the proposed joint preparation and sealing of the types of joints in…