00015896 Exhibit 5 Specifications.doc
DOC document 47 KB Posted
- Solicitation number
- S-73000-00015896
- Issued by
- Union County, Oregon
About this file
This is a project specifications document for the Oregon Department of Transportation (ODOT) District 12 regarding crack sealing work on Highway 28 between Pendleton and John Day. The project involves supplying labor, materials, equipment, machinery, and traffic control to repair and reseal cracks in flexible pavements along an estimated 180,000 linear feet of roadway, with work commencing at mile post 15.0 and working toward mile post 5.0. The scope requires crack sealing across the full width of the roadway, including travel lanes and shoulders, with completion in no more than 2-mile stretches while matching up northbound and southbound lanes. Work must commence no earlier than September 21, 2026, with substantial completion required by October 31, 2026, and final completion by November 16, 2026. The contractor must achieve a production rate of approximately 10,000 linear feet per 10-hour shift and is required to attend a pre-work conference with the state contact person before commencing work within five working days of receiving the Notice to Proceed. Bidders are solely responsible for inspecting the project sites prior to bidding, and any failure to inspect does not constitute grounds for charges exceeding the bid price.
The project specifications establish specific technical and operational requirements for crack sealing materials and procedures. Sealants must be approved on the Qualified Products List (QPL) prior to use and must meet hot-applied joint sealant requirements for asphalt pavement. Sealant materials must be heated to a minimum of 280°F but not exceed 400°F using a double-boiler, indirect heating kettle with an agitator and thermostatic temperature control. The contractor must seal cracks 1/8 inch or wider (excluding alligator areas) with pavement and ambient temperatures at or above 45°F and rising at the time of application, though the district recommends avoiding work when pavement temperatures exceed 130°F. Payment is made on a per-linear-foot basis for accepted sealed cracks and includes all labor, materials, equipment, traffic control, and incidentals. The contractor is responsible for all cleanup and disposal of materials in accordance with local, state, and federal guidelines, with leftover materials and containers becoming the contractor's property. No separate payment is made for traffic control, cleaning, or routing work.
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Other files
| File | Type | Posted |
|---|---|---|
| 00015896 Intent To Award~1.xlsx | XLSX spreadsheet | |
| 00015896 Preliminary Results~1.xlsx | XLSX spreadsheet | |
| 00015896 ESB RFCQ 279C.docx | DOCX document | |
| 00015896 Exhibit 6 Project Overview Map.pdf | ||
| 00015896 Addendum1~1.docx | DOCX document | |
| 00015896 ESBSampleContract279C.docx | DOCX document |
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Text version
PROJECT SPECIFICATIONS
ESB - Hwy 28 Pendleton John Day Hwy Crack Seal Project
District 12 Crack Seal Locations and Contact Person
| Item No. |
| State Highway |
| Route Number |
| Estimated Mile Post Location |
| Estimated Linear Feet |
| Project Manager |
| Phone No. |
Starting at MP 15.0 working toward MP 5.0
180,000LF
Jeff Biggerstaff
541-429-6675
* Crack Seal full width of roadway (travel lanes and shoulders) Start Date: Not Prior To September 21, 2026
Substantial Completion Date: October 31, 2026 Final Completion Date: November 16, 2026 ODOT Representatives:
Robert Cash 541-969-7563 Micah Olivera 541-969-6292
Scope - scope consists of supplying all labor, material, equipment, machinery and traffic control for repairing and resealing cracks in flexible pavements at the described location in the designated state highway section in District 12 according to the Oregon Standard Specifications for Construction 2024 and modifications listed in these contract documents. Starting at MP 15.0 completing both directions in no more than 2 mile stretches, matching up North and South bound lanes.
General - The Contractor shall always have a responsible party on the job while work is in progress, capable and with authority to make job-site decision as an official Contractor's representative. The Contractor shall provide the contact person with a summarization of activities and work performed daily if requested. The Contractor shall mark the quantity of cracks completed in spray paint on the shoulder in half mile sections for verification purposes.
Contractor shall carry on the work and adhere to the contract schedule during all disputes or disagreements with the State. No work shall be delayed or postponed pending resolution of any disputes or disagreements, except as specifically permitted by the specifications or as Contractor and State may otherwise agree in writing.
The Contractor must follow the manufacture recommendation for applying the product. The pavement temperature must be 45° and raising for the minimal and the district recommends no crack sealing when the pavement temperature exceeds 130°.
Contractor shall meet with the State Contact Person for a pre-work conference at a time mutually agreed upon. Work shall commence within five working days of this meeting, providing the Notice to proceed has been issued. Bidders are solely responsible for inspecting the sites prior to bidding. In no event shall failure to inspect the site constitute grounds for charges to the State more than the bid price. The contact person will be as listed above for the section they will be in.
Section 00220 – Accommodations for Public Traffic
Comply with section 00220 of the Standard Specifications.
Section 00221 – Common Provisions for Work Zone Traffic Control
Comply with section 00221 of the Standard Specifications modified as follows:
00221.00 Scope – Replace this section with the following:
00221.00 Scope – In addition to the requirements of Section 00220, this Work consists of providing temporary Traffic Control Measures and furnishing, installing, moving, maintaining, inspecting, and removing Traffic Control Devices throughout the Project area according to the ODOT “Oregon Temporary Traffic Control Handbook for Operations of Three Days or Less” (2026 ed.).
00221.90 Payment – No additional payment will be made for Work Zone Traffic Control.
Section 00746 - Crack Sealing Flexible Pavements
Comply with section 00746 of the Standard Specifications modified as follows Description
00746.00 Scope - This Work consists of repairing and resealing cracks in flexible Pavements at locations designated by the Project Manager. Crew size will be the contractor’s option, but the crew must be able to prepare and seal approximately 10,000 linear feet per 10-hour shift.
Materials
00746.10 Sealants - Furnish all sealant Materials for crack repair of flexible Pavements that is approved in the QPL before being incorporated into the Work. Before beginning Work, furnish a complete written statement of the origin, composition and manufacturer of Materials that are to be used.
Furnish hot applied joint sealants of the type intended for use in sealing cracks in asphalt pavement that meet the requirements of 02440.30.
Equipment
00746.20 Equipment - Use proper sealing Equipment for the specific Material listed according to the manufacturer's recommendations. The Equipment for sealing compounds shall be a melting kettle of the double boiler, indirect heating type, using oil as a heat-transfer medium. The kettle shall be an effective, mechanically operated agitator equipped with positive, thermostatic temperature control.
Construction
00746.40 General – Provide traffic control according to Special Provisions 00220 and 00221.
Contractor shall notify property owners 24 hours prior to any work that will interfere with or restrict the use of their property or improvements, such as but not limited to driveways, mailboxes and utilities.
00746.41 Mixing and Heating - Follow the manufacturer's recommendations for application. Mix and heat the sealant Materials to a minimum temperature of 280 °F. Do not heat the Material above 400 °F.
00746.42 Installation Procedure - Where installation procedures, or any part of the procedures are required to be done according to the recommendations of the manufacturer of the sealing compound, submit catalogue data and copies of the recommendations before installing the Materials.
Clean all cracks designated for sealing of loose and foreign matter. Use a hot lance to perform this cleaning. Use this wand to both clean and dry the crack just prior to sealing. Contractor shall seal cracks 1/8” or wider. “Alligator” areas shall not be sealed.
Do not place any sealant without the prior approval of the ODOT representative.
The face of the crack shall be surface dry, and the ambient and Pavement temperatures shall both be at least 45 °F and rising at the time of application of the sealant.
Install the sealant so that the in-place sealant is well bonded to the Pavement and free of voids or entrapped air.
Seal the cracks from the bottom up in a neat manner, so that upon completion of the Work the surface of the sealant Material is flush to 3/16 inch below the adjacent Pavement surface. Refill or "spot" all low areas before continuing Work.
Level sealant Material flush to the surface with a 'V' shaped squeegee device. Squeegee the excess Material so it does not exceed 1 1/2 inches on either side of the crack. If any sealant remains in the squeegee when the end of the crack is reached, distribute this excess Material over the crack in a return motion.
00746.43 Cleaning and Sanding - Perform the following Work when crack sealing prior to a hot mix asphalt overlay or to prevent traffic damage and "pickup":
• Completely cover the sealed cracks with a clean sanding Material, then sweep the Pavement surface and leave in a clean condition.
• Do not allow any traffic or construction Equipment on the newly sealed cracks for at least 1 hour after placement of the sealant and refilling has been completed.
The Contractor shall be responsible for cleanup and removal/disposal of all materials used on the project, including all containers of crack sealant materials. Left over materials and containers, (including but not limited to items classified as “hazardous materials”), that are designated as excess or refuse by the State contact person shall become the property of the Contractor and disposed of in accordance with all local, State and federal guidelines
Measurement
00746.80 Measurement - The quantities of sealed cracks will be measured on the length basis, LF Payment
00746.90 Payment - The accepted quantities of sealed cracks will be paid for at the Contract unit price, per foot, as appropriate, for the item "Crack Sealing".
Payment will be payment in full for furnishing and placing Material, Equipment, labor, Traffic Control, and Incidentals necessary to complete the work as specified.
No separate or additional payment will be made for required cleaning and routing.
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