Attachment 2 - RTWC250418 SOW.pdf

STATEMENT OF WORK

FOR

Maintain Lindsey Rd Roadway, Irish Hill Test Site

PREPARED BY AFRL/RIOC

AIR FORCE RESEARCH LABORATORY

ROME RESEARCH SITE

ROME, NEW YORK

PROJECT NR: RTWC250418 DATED: 10 JULY 2025

PROJECT REQUIREMENTS

1. SCOPE:

The work covered under this Contract consists of furnishing all labor, equipment, and materials and performing all work required to repair 20’ x 20’ area of pavement for the Air Force Research Labs (AFRL) on Lindsey Road at our Irish Hill Test Site as well as maintain the existing box beam barrier rail by reconnecting the barrier to its mounting plate and grubbing the drainage ditch on both sides of the roadway starting from the identified starting point up the hill to the site’s main gate entrance in-between existing check dams. An Air Force Form 103, Base Civil Engineering Work Clearance Request must be completed for this project.

1.1 Work area description: The work area consists of one area of coldmill asphalt repair located on Lindsey Road at our Irish Hill Test Site. Additionally, the existing box beam barrier rail needs to be maintained by reconnecting the box beam to the mounting plates on the support posts as well as grubbing the drainage ditch on both sides of the roadway from the identified starting point up the hill to the site’s main entrance gate in-between existing check dams.

Contractor is to also clean, grub and inspect the 48” culvert pipe underneath roadway and make repairs as necessary.

2. ITEMS OF WORK:

2.1 An Air Force 103, Base Civil Engineering work clearance, must be completed for this project. Contractor to verify that existing underground utilities in the area prior to commencing excavation.

2.2 All work to be performed during duty hours. That is, work is to be performed Monday through Friday, 0600 to 1800 hours. Work can be performed during non-duty hours but must be approved and coordinated with AFRL RRS CE and Security Forces prior to start.

2.3 Prior to the start of construction, contractor must submit a construction schedule that must be approved by AFRL Civil Engineering.

2.4 Coldmill Asphalt Repair:

2.4.1 Prior to starting, contractor to mechanically sweep area ensuring all lose debris that has accumulated in identified work area is cleared away.

2.4.2 Contractor to perform 2” Coldmill spot asphalt repair as identified on drawings.

2.4.3 Apply asphaltic tack coat, NYSDOT Item 407.0103 over the pavement surface at an application rate of a minimum of 0.05 gallons per square yard. The tack coat should be applied immediately before the placement of the top course.

2.4.4 For 2” coldmill asphalt repairs install 2” asphalt top course, NYSDOT item

402.127303 in a single lift. Compaction shall be specified in table 402-6 of section 402 on the NYSDOT Standard Specifications utilizing the 80 series compaction method.

2.5 Pavement Joint Sealing:

2.5.1 The joint must be free of moisture, dust, and loose aggregate prior to filling Hot-Applied rubberized asphalt crack and joint sealant shall meet ASTM D-5329 specifications and be Seamaster® Crackmaster Supreme or approved equal.

2.5.2 Joint sealant shall be applied with an oil-jacketed melter capable of heating sealant to a minimum of 400*F.

2.5.3 Final sealant level must never be above existing pavement surface. If final joint sealant is above pavement surface, remove excess with heated blades.

2.5.4 The ambient air and pavement temperature must be above 50°F before commencing filling operations.

2.6 Grub Drainage Culvert:

2.6.1 The contractor to clear and grub culverts on both sides of the road, removing all overburden built up over the years preventing runoff from properly draining into the existing culvert. Clear and grub in between existing check dams starting from the identified point on drawing C-100 up to the sites main entrance gate.

2.7 Box Beam Barrier Rail:

2.7.1 Reconnect box beam barrier to mounting plate which attaches the box beam barrier to the S3x5.7 post in accordance with specification section 606 of the NYSDOT Standard Specifications where box beam barrier is not connected.

2.8 Culvert Pipe:

2.8.1 Grub, Clean and Inspect 48” Culvert pipe beneath the roadway and make repairs as necessary.

2.9 Restoration and Clean-up:

2.9.1 Protection, Restoration and Clean Up: Protect and restore all surfaces or objects to remain including, but not limited to, existing pavement surfaces, trees and vegetation, fences, posts, utilities, and lawn areas.

2.9.2 Remove all debris piles and materials from the site following project completion. All material, containers, equipment, and vehicles shall be located a minimum of 80 feet (25 meters) from any structure or building.

3. SUBMITTALS:

1. Construction Schedule

2. Asphaltic Tack Coat – approved manufacturer’s certification.

3. Asphalt Binder Course and Top Course – NYSDOT approved supplier certification.

4. Rubberized Asphalt Crack and Joint Sealant – manufacturer’s data sheet.

5. Hazardous Materials List

6. Safety Data Sheets (SDS)