DRAFT_Specifications_-_FFO_Parking_Lot_Pavement_Preservation_1.pdf

U.S. Department of the Interior Bureau of Land Management

Fillmore Field Office

Fillmore Parking Lot Pavement Preservation Specifications

Fillmore Field Office Millard County, Utah

December 2024

DRAFT

DEC 2024 TABLE OF CONTENTS

FILLMORE PARKING LOT PAVEMENT PRESERVATION 1

TABLE OF CONTENTS

SPECIFICATIONS ................................................................................................................ # OF PAGES

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY

DIVISION 02 – EXISTING CONDITIONS

02764 PAVEMENT JOINT SEALANTS

02789 ASPHALT SURFACE TREATMENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

321723 PAVEMENT MARKINGS

END OF TABLE OF CONTENTS

SUMMARY OF WORK

FILLMORE PARKING LOT PAVEMENT PRESERVATION 12/24

01100-1

SECTION 011000

PART 1: GENERAL

1.1 SUMMARY

A. Description of Work: Furnishing labor, equipment, supplies, and materials to seal and repair cracks, seal coat, and paint stripe asphalt parking lots at the Fillmore Field Office and Fillmore SEAT Base

B. Location: Work under this Contract is located in Millard County, Utah. The work sites are at the Fillmore Field Office, 95 East 500 North and the Fillmore SEAT Base, 1120 West 200 South, Fillmore UT. The work locations are shown on the drawings.

1.2 REFERENCES

A. Referenced Specifications and Standards with Abbreviations and Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications and standards referred to may be procured by the Contractor from the following:

AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, N.W., Suite 249 Washington, DC 20001

AASHTO M 140-88 Emulsified Asphalt (R1993) AASHTO M 248-91 Ready-Mixed White and Yellow Traffic Paints

AI Asphalt Institute

PO Box 14052 Lexington KY 40512-4052

AI MS-2-93 Mix Design Methods for Asphalt Concrete and other Hot-Mix

Types

1.3 PROJECT AND SITE CONDITIONS

A. Access to the Work: Access to the work site will be on Federal, State, and Local paved roads.

B. Environmental Considerations: The Contractor shall take the necessary precautions to ensure that no crack seal or seal coat material enters any storm water drains located in the three parking lots. Any spills or excessive puddling of oil shall be immediately cleaned up.

C. Occupancy: Government personnel will be continuously occupying areas of the building immediately adjacent to the work area. Conduct work in a manner that will minimize needs for disruption of the Government's normal operations. Provide a minimum of 72 hours advance

01100-2 notice to the Contracting Officer of activities which will impact the Government's normal operations. Secure the Contracting Officer's written approval of activities which will impact the Government's normal operations to avoid delays in overall construction and permit proper installation or work.

1.4 SEQUENCING AND SCHEDULING

A. Requirements: Work shall be scheduled in such a manner as to avoid delays in overall construction and permit proper installation of work.

PART 2: PRODUCTS

There are no applicable requirements.

PART 3: EXECUTION

3.1 PROJECT MEETINGS

A. Pre-Work Conference: Will be held prior to the start of the work. The Contractor will be notified in advance of the meeting time, date, and place. The purpose will be to review required work, project drawings, specifications, construction schedules, payroll, and payments, and administrative provisions of the Contract.

1. Be prepared to summarize and explain procedures planned for the project and present the submittals requested in the specifications.

B. Final Inspection: To be held at the project site.

3.2 PREPARATION

A. Work Limits and Control Points: The work limits and control points are identified on the project drawings.

3.3 PROTECTION

A. Damage: Any damage caused during the project work shall be immediately cleaned up or repaired after notifying the Contracting Officer.

3.4 DISPOSAL OF DEBRIS

A. Requirements: Items or debris that is not designated as salvage by the Government, shall become the property of the Contractor. The disposal of materials off the site in a legal manner and for payment of any fees required is the responsibility of the Contractor.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT

A. Units: The work described in this section will not be measured for payment.

01100-3

4.2 BASIS OF PAYMENT

A. Payment: No direct payment for the work described under this section will be made.

Consideration for this item shall be included in the bid price for other items of the Contract.

END OF SECTION

PAVEMENT JOINT SEALANTS

02764-1

SECTION 02764

PART 1 - GENERAL

A. Work Description: Cleaning and routing existing cracks and then furnishing and placing hot applied polymer modified asphalt crack sealant or hot applied polymer modified asphalt mastic with aggregate to appropriately seal all cracks in asphalt parking lots.

1.2 SUBMITTALS

A. Submittals: One electronic copy of the manufacturer's certification that the crack sealant and crack mastic material meets the requirements of this specification.

PART 2 - PRODUCTS

2.1 MATERIALS

C. Compatibility: Provide joint sealants, backing materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer based on testing and field experience.

2.2 HOT-APPLIED JOINT SEALANTS

A. Hot-Applied, Single-Component Joint Sealant for Concrete and Asphalt: ASTM D 6690 Type II.

1. The sealant shall conform to ASTM D 6690-06 Type II, with any modifications necessary to make the crack sealant material applicable for the local temperatures. Any deviations from ASTM D 6690 Type II shall be noted in the submittal.

2. Approved Crack Sealant Products:

a. Elastoflex 650 by Maxwell Products Inc 650 Delong Street, Salt Lake City Utah 84104, (800) 266-2090.

b. Crafco Roadsaver 221 by Crafco Inc 6165 W Detroit St, Chandler Arizona 85226, 800-528-8242

c. Or other similar product meeting the requirements of this section.

3. Approved Crack Repair Products:

a. GAP Mastic B by Maxwell Products Inc 650 Delong Street, Salt Lake City Utah

84104, (800) 266-2090.

b. Crafco Mastic One by Crafco Inc 6165 W Detroit St, Chandler Arizona 85226, 800-528-8242

c. Or other similar product meeting the requirements of this section.

02764-2

4. The sealant and repair products shall be delivered to the job site in the manufacturer's sealed containers. Each container shall be legibly marked with the manufacturer's name and the trade name of the material.

5. Material from different manufacturers or different types of material shall not be intermixed.

2.3 EQUIPMENT: The following equipment or its equivalent shall be furnished:

A. Router. A power rotary impact router or vertical spindle router that can create a reservoir to the required depth and width without damaging adjacent pavement.

B. Hot air lance. A hot compressed air lance that can provide clean, oil free compressed air at a volume of 100 cubic feet per minute, a pressure of 120 pounds per square inch, and a temperature of 2000 degrees F.

C. Application Wand. A wand attached to a heated hose attached to a heated material chamber that maintains material temperature within the manufacturer’s tolerances. Provide proper wand tips for the desired application.

D. Heating Kettle. An indirect-heating double boiler that can provide constant and effective agitation.

Fill the space between the inner and outer shells with oil or other heat transfer medium. Provide an accurate and calibrated thermometer with a range from 200 to 600 degrees F in 5-degree graduations located so the material temperature can be safely checked.

E. Squeegee or screed. A hand-held squeegee or screed of appropriate configuration for filling cracks and joints flush with the surface, underfilling cracks and joints to recess below the surface, or overfilling cracks and joints to an overband shape.

F. Compressor. A compressor that can produce oil and water free air at a rate of at least 100 cubic feet per minute with a continuous line pressure of at least 125 pounds per square inch.

3.1 PREPARATION:

A. Preparation of Surface: Prior to the application of hot asphalt-rubber sealant or mastic, joints and cracks shall be cleaned to remove dust, dirt, moisture, old crack seal material and foreign materials.

Clean and route all cracks 1/8” to 1/4”, cleaning shall be accomplished with an air compressor producing a minimum of 100 CFM output, and equipped with a maximum 3/4 inch nozzle. No backpack blowers will be allowed. If compressed air does not sufficiently remove all debris, additional cleaning procedures such as sweeping with a stiff or wire bristle broom, sandblasting, or routing are recommended.

B. Surface Conditions: Crack sealer and mastic shall be applied only when the surface to be treated is dry, and when the weather is not foggy or rainy.

C. For cracks that have been previously treated, a heat lance may be used to help remove old material and to ensure that the cracks are sufficiently dry. Keep the hot air lance moving to prevent burning the pavement surface.

3.2 CRACK SEALANT APPLICATION:

02764-3

A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated unless more stringent requirements apply.

B. Do not seal cracks and joints when the pavement surface temperatures are below 35 degrees F or weather conditions include precipitation or fog.

C. Applying Asphalt-Rubber Sealant Material: Asphalt-rubber sealant materials shall be heated to a minimum temperature of 350oF and a maximum temperature of 400oF. The material shall be held in the mixing tank at application temperature so that when a bead of sealant material is placed on the pavement, very little separation of the rubber and asphalt occurs.

D. Sealant material may be added to the mix as long as the minimum temperature of 350oF is maintained.

E. The sealant shall be applied with a pressure type applicator.

F. The sealant shall be applied to the crack from the bottom up, until it is slightly above the pavement surface. Then the sealant shall be smoothed tightly against the pavement surface with a U-shaped squeegee or other similar device, approved by the Contracting Officer’s Representative, to provide a film of sealant on the roadway surface one to two inches on both sides of the reservoir. Crack sealant shall not protrude above the height of the adjacent pavement.

G. The sealant shall not be tracked or pulled out by traffic. If tracking occurs, blotter material may be applied to cracks to minimize damage to the sealant. Blotter material shall be clean sand or other material approved by the Contracting Officer. Sealant damaged by tracking shall be replaced at no additional expense to the Government. Blotter shall also be used if sealant runs or flows from the crack.

H. Small pot holes, and small areas exhibiting fatigue or "alligator" cracking, shall be repaired by applying a thin (3/16-inch to 1/4-inch) uniform layer of hot asphalt-rubber over the pavement surface followed immediately by the application of cover material. Traffic shall not be allowed on the repaired areas until they have cured, or until they have been sanded to prevent tracking.

I. The distributor, when not spreading, shall be parked so that it will not drip bituminous material on the surface of the traveled way.

3.2 CRACK REPAIR MASTIC APPLICATION

A. General: Comply with joint-mastic manufacturer's written installation instructions for products and applications indicated unless more stringent requirements apply.

B. Do not apply crack repair mastic when the surface temperatures are below 40 degrees F or weather conditions include precipitation or fog.

C. Applying crack repair mastic material: Mastic materials shall be heated to a minimum temperature of 375 degrees but not to exceed 400 degrees F. Heating and agitation shall continue in the mixer until all material has been thoroughly mixed. Follow the manufacturer’s instructions for minimum application temperatures.

02764-4

D. Joint mastic material shall be poured into an appropriate bucket or shoebox applicator prior to being applied to the pavement area.

E. Immediately following application to the pavement surface, the repair mastic shall be leveled and smoothed to the desired level using a straight metal or rubber squeegee.

F. Where skid resistance is required, the top layer of mastic shall be covered with a Manufacturer approved surfacing aggregate. The application rate for surface aggregate shall be 2 pounds per square foot.

4.1 METHOD OF MEASUREMENT:

A. Units: The work described in this section will be measured and paid for at a lump sum rate for the quantity and width of cracks identified in the bid schedule

4.2 BASIS OF PAYMENT:

A. Payment: Payment shall be made at the contract price per unit of measurement shown in the bid schedule. Such payment shall be full compensation for furnishing and placing asphalt-rubber material, asphalt mastic repair material, placing cover materials, including all labor, equipment, tools, and incidentals necessary to complete the work described in the contract.

Pay Item Pay Unit

1. 02764 (1) Crack Sealing Complete-in-place Lump Sum

2. 02764 (2) Mastic Repair Complete-in-place Lump Sum

ASPHALT SURFACE TREATMENTS

FILLMORE PARKING LOT PAVEMENT PRESERVATION 12/24

02789-1

SECTION 02789

PART 1: GENERAL

A. Section Includes: The Contractor shall furnish all labor, equipment, supplies, and materials to construct triple bituminous surface treatments consisting of one prime coat and two seal coats to areas indicated in this project.

1.2 SUBMITTALS

A. Requirements: The Contractor shall submit one electronic copy of the manufacturers data on the prime coat and seal coat material to be used on this project in accordance with this specification.

PART 2: PRODUCTS

2.1 MATERIALS

A. Asphalt prime coat meeting AASSHO M226, AASHTO M 320, or AASHTO M 332

B. Emulsifed asphalt meeting AASHTO M 140 or AASHTO M 208

1. Emulsified asphalt per AASHTO M 140 or AASHTO M 208, diluted 2:1 (two parts concentrate to one part water, or as recommended by the manufacturer).

a. Dilute at terminal only. Water in excess of that required for 2:1 dilution is not measured or paid for.

3.1 PREPARATION

A. Surface Conditions: Clean the existing surface of loose material, dirt, and other deleterious material by sweeping before placing the prime coat and seal coats. Protect concrete work, retaining walls, buildings, and other objects adjacent to the work.

3.2 WEATHER LIMITATIONS

A. Apply prime and seal coats only when air and surface temperatures are 50 degrees F and rising.

B. Weather is not foggy or raining.

C. Precipitation or temperatures below 40 degrees F are not anticipated for at least 24 hours after the application.

D. Sustained winds are less than or equal to 10 miles per hour.

FILLMORE PARKING LOT PAVEMENT PRESERVATION 12/24

02789-2

3.3 SURFACE APPLICATION

A. Prime Coat Application: Apply per the manufacturer’s recommendations or at a rate of .05 to .10 gallons per square yard. Excess prime coat shall be squeegeed from the surface. Skipped areas or deficiencies shall be corrected.

B. Seal Coat Application: Apply per the manufacturer’s recommendations. The first application of seal coat shall be applied at a rate of 0.2 gallons per square yard. The second application of seal coat shall be applied at a rate of 0.15 gallons per square yard. The second seal coat application shall not be applied until the first application has completely dried.

3.4 CLEAN UP

A. Surface treatment that strips away during clean up shall be replaced by the Contractor.

3.5 TRAFFIC CONTROL

A. Requirements: Traffic shall not be allowed on treated asphalt until seal coats are completely dry.

4.1 METHOD OF MEASUREMENT:

A. Units: The work described in this section will be measured and paid for on a lump sum basis by the square yards of asphalt pavement treated by applying one prime coat and two bituminous seal coats.

4.2 BASIS OF PAYMENT:

A. Payment: Payment will be made at the contract price per unit of measurement shown in the bid schedule. Such payment shall be full compensation for slurry seal coating the asphalt parking lot, including all labor, equipment, tools, and incidentals necessary to complete the work described in the contract.

1. 02789(1) Asphalt Seal Coat, one layer prime coat Lump Sum and two layers bituminous seal coat

PAVEMENT MARKINGS

FILLMORE PARKING LOT PAVEMENT PRESERVATION 12/24

3217231-1

SECTION 321723

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Painted markings applied to asphalt paving.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review methods and procedures related to marking asphalt paving or concrete surfaces including, but not limited to, the following:

a. Asphalt-paving or concrete-surface aging period before application of pavement markings.

b. Review requirements for protecting pavement markings, including restriction of traffic during installation period.

1.4 ACTION SUBMITTALS

A. Product Data: Include technical data and tested physical and performance properties.

1. Pavement-marking paint, acrylic.

B. Shop Drawings:

1. Indicate pavement markings, colors, lane separations, defined parking spaces, and dimensions to adjacent work.

2. Indicate, with international symbol of accessibility, spaces allocated for people with disabilities.

FILLMORE PARKING LOT PAVEMENT PRESERVATION 12/24

3217232-2

1.5 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements of Utah Department of Transportation (UDOT) for pavement-marking work.

1.6 FIELD CONDITIONS

A. Environmental Limitations: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 55 deg F (12.8 deg C) for water-based materials, and not exceeding 95 deg F (35 deg C).

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Source Limitations: Obtain pavement-marking paints from single source from single manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. Accessibility Standard: Comply with applicable provisions in the ABA standards of the Federal agency having jurisdiction.

2.3 PAVEMENT-MARKING PAINT

A. Pavement-Marking Paint, Acrylic: Acrylic, waterborne emulsion, lead and chromate free, ready mixed, complying with FS TT-P-1952F, Type II, with drying time of less than three minutes.

1. Color: White and Yellow, meeting ASTM D1729

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that pavement-marking substrate is dry and in suitable condition to begin pavement marking in accordance with manufacturer's written instructions.

B. Proceed with pavement marking only after unsatisfactory conditions have been corrected.

3.2 PAVEMENT MARKING

A. Do not apply pavement-marking paint until layout, colors, and placement have been verified with Contracting Officer.

FILLMORE PARKING LOT PAVEMENT PRESERVATION 12/24

3217233-3

B. Sweep and clean surface to eliminate loose material and dust.

C. Apply paint with mechanical equipment to produce pavement markings, of dimensions indicated, with uniform, straight edges. Apply at manufacturer's recommended rates to provide a minimum wet film thickness of 15 mils (0.4 mm) .

1. Apply graphic symbols and lettering with paint-resistant, die-cut stencils, firmly secured to asphalt paving or concrete surface. Mask an extended area beyond edges of each stencil to prevent paint application beyond stencil. Apply paint so that it cannot run beneath stencil.

3.3 PROTECTING AND CLEANING

A. Protect pavement markings from damage and wear during remainder of construction period.

B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.

PART 4 – MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

A. The work described in this section shall be measured and paid for at a lump sum rate for the quantity of paint striping identified in the bid schedule.

4.2 BASIS OF PAYMENT

A. Payment: Payment shall be made at the contract price per unit of measurement shown in the bid schedule. Such payment shall be full compensation for pavement marking as described in the contract.

321723 Pavement Markings Lump Sum

END OF SECTION 321723