Bid Notice-Various Locations Bridge Paving.pdf

SPECIAL PROVISIONS

FOR MAINTENANCE HIGHWAY CONSTRUCTION

OREGON DEPARTMENT OF TRANSPORTATION

SALEM, OREGON

ON DEPARTME

GO

O R E G

TRANSPORTATION

GRIND AND INLAY WITH MEMBRANE

2026 MBM OR 217 VARIOUS LOCATIONS BRIDGE PAVING

BEAVERTON-TIGARD HIGHWAY

WASHINGTON COUNTY

JUNE 2026

GISTE

RED PR

OFE

EDENGIN

EER70862

OREGON

TVE 14, 2001

FE expp2/30/z0 e

CY STUBBLE

GRIND AND INLAY WITH MEMBRANE

2026 MBM OR 217 VARIOUS LOCATIONS BRIDGE PAVING

SPECIAL PROVISION 2

DESCRIPTION OF WORK

BEAVERTON-TIGARD HIGHWAY

WASHINGTON COUNTY

Scope- Contract requires Contractor furnish, place and compact of Level 4, ½” Dense ACP Mixture, cold plane pavement removal, micro-mill asphalt off of bridge decks, remove bonded membrane, furnish and place rolled membrane, provide and apply tack coat, furnish and install temporary pavement markings, furnish and install permanent striping, install rumble strips and traffic control. Comply with the 2024 Oregon Standard Specifications for Construction.

Location of Work—this work will be on Beaverton-Tigard Highway (OR 217) in the location as described below.

Bridge Number

Bridge Name MP DIR Deck

Area Length Exist.

AC

Depth

SF FT IN

09611

Hwy 144 over Hwy

29 (SW

Canyon

Rd)

1.47

NB

SB

16,137 188 3-3.5

09612

Hwy 144 over

Beaverton Hillsdale

Hwy

1.76 NB 7,425 173 3-3.25

09457

Hwy 144 Fanno Creek

Crossing

2.85 NB 6,720 125 4

Above identified areas will be marked with white lines on the right shoulder. Remove all striping.

COMPLETION TIME LIMIT

Complete all Work to be done under the Contract not later than October 15, 2026. Work can begin upon notice to proceed. Substantially complete all Work to be done under the Contract not later than September 30, 2026.

SPECIAL PROVISION 3

APPLICABLE SPECFICATIONS

The 2024 Oregon Standard Specifications for Construction (“Standard Specifications”) include detailed technical specifications in Sections 00200 and beyond that apply to this ITB and any resulting Contract. Some sections of the technical specifications may be identified and modified in the Plans and Special Provisions. Sections of the technical specifications not identified in the Plans and Special Provisions remain applicable to the Contract according to their original terms.

Sections in Part 00100 of the Standard Specifications (General Conditions) are not applicable to the Contract unless they are specifically identified in the Plans and Special Provisions as being applicable. However, if a Part 00100 section that has been identified as being applicable references another section in Part 00100, or a technical specification (Parts 00200 and beyond) references a section from Part 00100, that section from Part 00100 applies to the Contract for purposes of supporting and giving full effect to the specification that referenced it. Bidders can access the Standard Specifications online at:

http://www.oregon.gov/ODOT/Business/Pages/Standard_Specifications.aspx

All number references in these Special Provisions shall be understood to refer to the Sections and subsections of the Standard Specifications bearing like numbers and to Sections and subsections contained in these Special Provisions in their entirety.

CLASS OF PROJECT

This is a State Project.

SPECIAL PROVISION 4

TABLE OF CONTENTS FOR SPECIAL PROVISIONS

SECTION 00210 - MOBILIZATION

SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC

SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC

CONTROL

SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS

SECTION 00223 - WORK ZONE TRAFFIC CONTROL LABOR AND VEHICLES

SECTION 00224 - TEMPORARY TRAFFIC CHANNELIZING DEVICES

SECTION 00225 - TEMPORARY PAVEMENT MARKINGS

SECTION 00280 - EROSION AND SEDIMENT CONTROL

SECTION 00290 - ENVIRONMENTAL PROTECTION

SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS

SECTION 00490 - WORK ON EXISTING SEWERS AND STRUCTURES

SECTION 00503 - BRIDGE DECK COLD PLANE PAVEMENT REMOVAL

SECTION 00504 - CONCRETE DECK SURFACE PREPARATION

SECTION 00592 - ROLLED WATERPROOFING MEMBRANE

SECTION 00620 - COLD PLANE PAVEMENT REMOVAL

SECTION 00730 - EMULSIFIED ASPHALT TACK COAT

SECTION 00744 - ASPHALT CONCRETE PAVEMENT

SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS

SECTION 00855 - PAVEMENT MARKERS

SECTION 00857 - RUMBLE STRIPS

SECTION 00865 - LONGITUDINAL PAVEMENT MARKINGS - DURABLE

SUPPLEMENTAL SPECIAL PROVISIONS

GUIDELINE FOR PAVEMENT RESTORATION OF DEFECTIVE WORK IN ODOT RIGHT-

OF-WAY

PLANS

STANDARD DRAWINGS

SPECIAL PROVISION 5

SECTION 00210 - MOBILIZATION

Comply with Section 00210 of the Standard Specifications.

SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC

Comply with Section 00220 of the Standard Specifications modified as follows:

00220.01(b) Abbreviations - Delete this subsection.

00220.02(a) General Requirements - Add the following bullet to the end of the bullet list:

• When paving operations create an abrupt edge, protect traffic by installing signing according to the "Divided Highway or Freeway Two Lane Closure" detail shown on the Standard Drawings.

00220.40(e-1) Closed Lanes - Replace this subsection, except for the subsection number and title, with the following:

One or more Traffic Lanes may be closed on the Beaverton-Tigard highway (OR 217) when allowed, shown, or directed during the following periods of time except as indicated in 00220.40(e-2):

Single Lane Closures – One Traffic Lane on Beaverton-Tigard highway (OR 217) may be closed during the following times:

• Sunday – Thursday, between 10:00 p.m. and 5:00 a.m.

• Friday -Saturday, between 10:00 p.m. and 6:00 a.m.

Two-lane Closures – Two Traffic Lanes on Beaverton-Tigard highway (OR 217) may be closed during the following times:

• Sunday – Thursday, between 10:00 p.m. and 5:00 a.m.

• Friday -Saturday, between 10:00 p.m. and 6:00 a.m.

00220.41 Bridge Work - Before starting any grading or Pavement removal at Bridge ends or removal of Pavement from Bridge decks, arrange so that all Equipment, labor, and Materials required to complete the Pavement replacement Work and Bridge deck waterproofing Work are on hand or are guaranteed to be delivered. Once grading and Pavement removal begins, vigorously prosecute and complete this Work. Complete paving and membrane waterproofing Work in the shortest possible time.

Temporarily taper or bevel longitudinal and transverse grade changes or drop-offs resulting from grading and Pavement removal and membrane waterproofing Work with asphalt concrete mixture to provide a smooth and safe transition. Construct tapers according to 00620.40.

SPECIAL PROVISION 6

00220.45 Load Restrictions on Bridges - For Structure(s) No.(s) 09611, 09612, and 09457, limit the combined weight of construction vehicles, Equipment, and daily Material usage to 65,000 pounds for every 1,000 square feet of surface area plus the weight of long term storage of Materials to 25,000 pounds for every 100 square feet of surface area of the Bridge or a total of 200,000 pounds for each span of the Bridge, whichever is less.

The Contractor may request alternate loadings by submitting, 30 Calendar Days before proposed loadings, stamped loading calculations and data according to 00150.35.

00220.60(a)(1) Contractor Responsibility - Replace this subsection, except for the subsection number and title, with the following:

If this Work is not completed and in place, the Agency may do the Work according to 00220.60(d).

(a) Do the following at no additional cost to the Agency:

• Keep surfaces being used by Public Traffic free of all dirt, mud, gravel, materials, and debris.

• Repair damage to surfaces caused by the Contractor's operations.

• Maintain all detour and stage construction Surfacing as specified or directed.

• Keep the surfaces being used by bicycles free of all dirt, mud, gravel and other harmful material. The surface includes bike paths, bike lanes, roadway shoulders or the outside 6 feet of the roadway. Roadways shall be free of barricades or other objects and all lanes opened to traffic during all the non-restrictive timeframes.

(b) Before periods of no active Work that last longer than seven consecutive Days, unless otherwise directed, do the following:

• Provide temporary pedestrian surfaces meeting the requirements of the MUTCD and Section 00228.

• Provide traversable bicycle and pedestrian routes with surfaces free of dirt, mud, gravel, and debris.

(c) Before periods of no active Work that is anticipated to last or lasts longer than 30 consecutive Days, unless otherwise directed, do the following:

• Provide paved Traffic Lanes at least 12 feet wide, with 2-foot wide paved Shoulders for each direction of traffic.

• Do not leave abrupt edges.

• Remove or cover temporary construction signs unless otherwise directed.

• Clean, install, and reinstall all necessary pedestrian, motor vehicle, and bicycle channelization and pavement markings, unless otherwise directed.

SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

SPECIAL PROVISION 7

Comply with Section 00221 of the Standard Specifications modified as follows:

00221.06 Traffic Control Plan – Replace this subsection, except for the subsection number

The Contractor will use a TCP developed by the Contractor and submit Unstamped Working Drawings that include the proposed TCP showing all TCM and quantities of TCD, and the following, 5 Calendar Days before the preconstruction conference:

• A temporary pedestrian accessible route plan that includes:

o Details and features used to provide pedestrian accessibility.

o Pedestrian staging Plans at a scale no smaller than 1 inch = 50 feet.

o Temporary alternate facilities or detour routes for pedestrian traffic.

• Staging sequences and details for Work affecting vehicular, pedestrian, and bicycle traffic.

• Proposed order and duration of the TCM.

• A detailed temporary striping plan if the existing striping is affected.

00221.60 Temporary Traffic Control Devices – Replace the paragraph that begins “TCD delivered to the Project Site found…” with the following paragraph:

Repair or replace TCD delivered to the Project Site found to be in “marginal” or “unacceptable” condition, at no additional cost to the Agency.

00221.88 Measurement, Method “B” – Under this method, no measurement of quantities will be made.

00221.90(b) Temporary Protection and Direction of Traffic – Replace the bullet that begins “Providing, Surfacing, maintain…” with the following bullet:

• Providing, surfacing, maintaining, removing, and restoring the TPAR.

00221.98 Payment, Method “B” – Lump Sum Basis – Work zone traffic control will be paid for at the Contract Lump Sum amount for the item “Temporary Work Zone Traffic Control, Complete”.

Payment will be payment in full for furnishing, installing, moving, operating, maintaining, inspecting and removing Materials and TCD, and for furnishing all Equipment, labor and Incidentals necessary to complete the Work as specified.

SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS

Comply with Section 00222 of the Standard Specifications modified as follows:

00222.40(e) Temporary Sign Placement - Add the following to the end of the bullet list:

SPECIAL PROVISION 8

• Install a 72 by 24-inch "CONSTRUCTION VEHICLE DO NOT FOLLOW" (CW23-14) sign on rigid substrate on the back of all material or Equipment delivery vehicles.

00222.45(b) Portable Changeable Message Signs - Add the following bullet to the end of this subsection:

• At least seven Calendar Days before the Pacific Highway Lane closure, place one or more PCMS displaying the following message as shown, or as directed:

Panel 1 Panel 2 (Name/# of highway) LANE CLOSURE (Location) (Time Frame) LANE CLOSURE (Time Frame)

00222.80 Measurement - Replace this subsection, except for the subsection number and title, with the following:

No measurement will be made for this work.

00222.90 Payment - Add the following paragraph after the paragraph that begins “No separate or additional payment…”:

No separate or additional payment will be made for this work.

SECTION 00223 - WORK ZONE TRAFFIC CONTROL LABOR AND VEHICLES

Comply with Section 00223 of the Standard Specifications.

SECTION 00224 - TEMPORARY TRAFFIC CHANNELIZING DEVICES

Comply with Section 00224 of the Standard Specifications.

SECTION 00225 - TEMPORARY PAVEMENT MARKINGS

Comply with Section 00225 of the Standard Specifications modified as follows:

SECTION 00280 - EROSION AND SEDIMENT CONTROL

Comply with Section 00280 of the Standard Specifications modified as follows:

SPECIAL PROVISION 9

00280.00 Scope - Replace the paragraph that begins "This Work also consists of providing temporary …" with the following paragraphs and bullets:

This Work also consists of providing temporary erosion and sediment control (ESC) measures and furnishing, installing, moving, operating, maintaining, inspecting, and removing ESC throughout the Project area according to the Standard Drawings, the erosion and sediment control plan (ESCP), the Specifications, or as directed, until the site is permanently stabilized. Included also is the monitoring of weather, of stormwater and receiving waters, the reporting of monitoring observations, the reporting of corrective actions (when necessary) and the updates and revisions of the ESCP, including ESCP cover sheet, necessary to keep it representative of current site conditions and compliant with the NPDES 1200-CA, 1200-CN, OR 1200-C permit if applicable.

Conditions requiring NPDES 1200 permits are as follows:

• Projects with one acre of ground disturbance or more on Agency owned land are regulated under the Agency’s 1200-CA permit.

• When Project Work on Agency owned land disturbs less than one acre, but ground disturbances on non-Agency owned lands combined with Project ground disturbances on Agency owned land total one acre or more the Agency Project Work will be regulated by the Agency’s 1200-CA permit. The Contractor is responsible for acquiring the 1200- C permit for all areas of disturbance on non-Agency owned land.

When the combined areas of disturbance of all Project related activities is less than one acre, no NPDES 1200 permit coverage is required.

The area of ground disturbance on Agency owned land is 0 acres.

Delete the paragraph that begins “When contaminants, pollutants or hazardous materials…”.

Add the following paragraph to the end of this subsection:

The Agency’s NPDES 1200-CA permit is not applicable to this Project. Comply with all applicable conditions of this Section.

Add the following subsection:

00280.01 Submittals – Submit documentation that the compost material meets the requirements of Section 03020 for its intended use and is available for use according to the Project schedule in 00180.41 according to 00150.37, within 30 Calendar Days of Award of the Contract,.

00280.02 Definitions - Delete the definition Wet Season Work

00280.04 Erosion and Sediment Control Plan on Agency Controlled Lands - Replace the bullet that begins “Information required under 1200-CA…” with the following bullet:

• Information required under 1200-CA permit, if applicable.

00280.06 Erosion and Sediment Control Manager - Delete this subsection.

SPECIAL PROVISION 10

00280.80 Measurement - Replace this subsection, except for the subsection number and title, with the following:

No extra measurement will be made for this work.

00280.90 Payment – Replace this subsection, except for the subsection number and title, with the following:

No separate or additional payment will be made for erosion and sediment control.

SECTION 00290 - ENVIRONMENTAL PROTECTION

Comply with Section 00290 of the Standard Specifications modified as follows:

00290.90 Payment – Replace this subsection, except for the subsection number and title, No separate or additional payment will be made for environmental protection.

SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS

00310.90 Payment - Replace this subsection, except for the subsection number and title, No separate or additional payment will be made for removal or disposal Work included in Section 00330 according to 00310.02.

SECTION 00490 - WORK ON EXISTING SEWERS AND STRUCTURES

Comply with Section 00490 of the Standard Specifications modified as follows:

Comply with Section 00490 of the Standard Specifications modified as follows:

00490.10 Materials - Add the following to the end of this subsection:

Portland Cement Concrete Repair Materials……………02015.20

00490.11 High Early Strength Concrete - Replace this subsection, except for the subsection number and title, with the following:

Furnish high early strength concrete meeting one of the following requirements:

SPECIAL PROVISION 11

• Commercial Grade Concrete designed to achieve high early strength utilizing accelerating admixture from 02040.10, Type III cement from Section 02010, or rapid setting cement from Section 02011.

• A Portland cement concrete repair material from 02015.20, rapid setting or very rapid setting.

Add the following to the end of the subsection:

Follow Method ‘C”, “Circular Cut” for manhole adjustments per Standard Drawing RD 360.

00490.80 Measurement - Replace this subsection, except for the subsection number and title, with the following:

No extra measurement will be made for this work.

00490.90 Payment - Replace this subsection, except for the subsection number and title, No separate or additional payment will be made for work on existing sewers and structures.

SECTION 00503 - BRIDGE DECK COLD PLANE PAVEMENT REMOVAL

Comply with Section 00503 of the Standard Specifications.

SECTION 00504 - CONCRETE DECK SURFACE PREPARATION

Comply with Section 00504 of the Standard Specifications modified as follows:

00504.01 Definitions: Replace this subsection with the following subsection:

00504.01 Definitions and Acronym:

(a) Definitions:

Bonded Membrane - A polymer or spray-on waterproofing membrane system that is fully or partially bonded to the concrete deck.

Class 1 Preparation - Deck surface preparation for a membrane or overlay system on an existing bridge deck, where the existing concrete is sound, and minimal concrete removal is required to reach sound concrete.

Class 2 Preparation - Deck surface preparation in areas that are determined by the Engineer to have Unsound Concrete that requires concrete removal beyond the limits of Class 1 Preparation.

SPECIAL PROVISION 12

Class 3 Preparation - Deck surface preparation in areas where concrete removal extends through the full thickness of the deck.

Fabric Membrane - A rolled or sheet waterproofing membrane system that is installed below or between layers of asphalt Pavement.

Unsound Concrete - Delaminated or otherwise deteriorated concrete identified by a deck delamination survey or during surface preparation operations.

(b) Acronym:

ICRI - International Concrete Repair Institute

00504.21(b) Scarifying Equipment – Replace the paragraph that begins “Furnish power-operated diamond grinding…” with the following paragraph:

Furnish power-operated diamond grinding, micro-milling, or shot blasting scarifying Equipment capable of uniformly removing the existing surface to depths required.

00504.21(b)(3) Shot-blasting - Replace this subsection, except for the subsection number and title, with the following:

Furnish mono-directional or bi-directional shot blast machines with single or multiple blast wheels that conform to EPA air pollution requirements by containing dust and steel abrasive media and that can prepare concrete surfaces according to ICRI Technical Guideline No. 310.2R, to the project specific Concrete Surface Profiles (CSP) profile. Furnish shot type S-330 or larger diameter. If the Equipment is not equipped for simultaneous bi-directional blasting, make separate passes in opposite directions to ensure equal cleaning on all sides of the exposed aggregate.

00504.21(b)(4) Hydroblasting – Delete this subsection.

00504.40(f) Structural Overlay Removal - Replace the paragraph that begins “Remove the existing Structural Overlay to the parent …” with the following paragraph:

Remove the existing Structural Overlay to the parent deck surface. Use Equipment that can sufficiently remove the overlay without exceeding 1/2 inch of parent deck removal.

00504.41(b) Class 1 Preparation – Replace this subsection, except for the subsection number and title, with the following:

• Roughen the existing concrete surface to an exposed aggregate surface texture meeting the following volumetric profiles and ICRI CSP:

• Polymer overlays (MPCO’s and PPC’s) and membranes require minimum profile depth of 1/16 inch and CSP 5.

• Structural cementitious overlays (SCO’s and HESC’s) require a minimum profile depth of 1/8 inch and CSP 7.

SPECIAL PROVISION 13

• Determine profile depth according to ASTM E965 (standard volumetric test). Perform four tests per 500 square yards of concrete surface prepared, with a minimum of four tests per Day. Visually verify CSP profile with ICRI CSP chips.

• Protect visible reinforcing steel and reinforcing steel where the Plans show it to be within 1/2 inch of the surface.

• When not in conflict with this Specification, follow surface preparation requirements in ICRI Technical Guideline No. 310.2R.

00504.42(a) PPC, MPCO, and Membrane Installations – Replace this subsection with the following:

00504.42(a) PPC, MPCO, Deck Seal, and Membrane Installations - Prepare all surfaces that are to be in contact with the membrane, deck seal or overlay, including vertical contact areas, as follows:

• Clean the entire surface by shot-blasting within 24 hours of placing the membrane or overlay.

• Sweep the area magnetically to remove metal residue.

• Blow clean the surfaces with compressed air.

• Immediately after surface preparation is complete cover the prepared deck with clear plastic, overlapping it to prevent contaminants from construction vehicles or other sources from contacting the deck. Maintain the covering until PPC, MPCO, deck seal or membrane installation.

• If the prepared surface becomes contaminated by spills, rain, or other contaminant before placing the membrane or overlay, prepare the surface again according to this Subsection.

00504.42(b) SCO Overlays – Replace the bullet that begins “Clean the entire surface by shot-blasting…” with the following bullet:

• Clean the entire surface by shot-blasting. Shot-blasting is not required on final surfaces that were prepared by chipping or jack hammering.

SECTION 00592 - ROLLED WATERPROOFING MEMBRANE

Comply with Section 00592 of the Standard Specifications modified as follows:

00592.42(b) ACP Base Course - Replace this subsection, except for the subsection number

Apply tack coat and primer with rolled membrane directly to the deck.

SPECIAL PROVISION 14

SECTION 00620 - COLD PLANE PAVEMENT REMOVAL

Comply with Section 00620 of the Standard Specifications modified as follows:

00620.40(b) Depth 1 inch to 2 inches - Replace this subsection, except for the subsection number and title, with the following:

If the depth of the existing Pavement to be removed is 2 inches or less, but more than 1 inch and the section is under traffic, schedule the Work so the full width and length of travel lanes Pavement can be removed during the same shift. Remove the Shoulder area within 24 hours.

00620.40(c) Depth over 2 inches - Replace this subsection, except for the subsection number and title, with the following:

If the depth of the existing Pavement to be removed is over 2 inches and the section is under traffic, schedule the Work so the full width and length of the travel lanes and Shoulders can be removed, leaving no longitudinal or transverse drop-offs, during the same shift.

00620.41 Surface Tolerance - Replace this subsection, except for the subsection number and title, with the following:

Test with a 12-foot straightedge furnished and operated by the Contractor, as directed. The maximum variation of the top of the ridges from the testing edge of the straightedge, between any two ridge contact points, is 1/4 inch.

00620.43 Maintenance Under Traffic - Replace this subsection, except for the subsection number and title, with the following:

If the cold planed Pavement surface is exposed to traffic, sweep and clean prior to allowing traffic to use the Roadway.

Traffic is not allowed on the cold planed surface. Before opening the area to traffic, pave the surface according to 00744.51.

SECTION 00730 - EMULSIFIED ASPHALT TACK COAT

Comply with Section 00730 of the Standard Specifications modified as follows:

00730.11 Emulsified Asphalt – Replace the sentence that begins “Furnish CSS-1, CSS- 1h…” with the following sentence:

Furnish CSS-1, CSS-1h, CMS-2, CMS-2S, CMS-2h, CRS-1, CRS-2, HFRS-2, HFMS-2 or HPTC as selected by the Contractor.

Replace the paragraph that begins “Dilution of the tack coat …” with the following paragraph:

SPECIAL PROVISION 15

Except for HPTC, dilution of the tack coat material may be allowed to a maximum 1:1 ratio.

Determine the proportion of water to be added to the Emulsified Asphalt. Do not dilute the Emulsified Asphalt until the Engineer approves the dilution ratio. Add the water to the Emulsified Asphalt and mix according to the asphalt Supplier. For HPTC, dilution of the tack coat material is allowed only by the asphalt Supplier at a ratio meeting the requirements of ODOT's publication Standard Specifications for Asphalt Materials.

00730.90 Payment - Replace this subsection, except for the subsection number and title, with the following:

No separate or additional payment will be made for Emulsified Asphalt tack coat.

Approximately 1 Ton of Emulsified Asphalt in tack coat will be required on this Project.

SECTION 00744 - ASPHALT CONCRETE PAVEMENT

Comply with Section 00744 of the Standard Specifications modified as follows:

00744.11(a) Asphalt Cement - Add the following to the end of this subsection:

Provide Level 4 grade asphalt cement for this Project.

00744.16 Sampling and Testing - Replace this subsection, except for the subsection number and title, with the following:

For each 1,000 Tons of placement, have a CAT I perform a minimum of one of each of the following test methods as modified in the MFTP:

• Asphalt Content - AASHTO T 308 with ODOT TM 323 determined Calibration Factor

• Gradation - AASHTO T 30

• Mix Moisture - AASHTO T 329

• Maximum Specific Gravity - AASHTO T 209

• Field Compacted Gyratory Specimens - ODOT TM 326

When less than 1,000 Tons of mix is placed in a Day, perform a minimum of one series of tests per Day. Provide test results to the Engineer by the middle of the following work shift.

The Engineer may waive the requirement for any of AASHTO T 308, AASHTO T 30, AASHTO T 329, and ODOT TM 326 on a daily basis. The Engineer may waive the requirement for AASHTO T 209 when less than 500 Tons of ACP is placed in a single work shift.

Provide samples or split samples to the Engineer when requested.

00744.17 Acceptance - Replace this subsection, except for the subsection number and title, SPECIAL PROVISION 16

If the test result for each mix gradation constituent, asphalt content, and density measurement is within the specification limits, the material will be accepted. If the asphalt content, one or more gradation constituents, or the density measurement are not within the specification limits, the material that is not within the specification limits will be accepted according to 00150.25.

00744.41 Mixing Temperature - Replace the table with the following:

Temperature, °F Type Maximum Minimum Behind at Mixer Paver

HMAC 350 240

WMAC 350 215

00744.49 Compaction - Replace the paragraph that begins "Determine compliance with…" with the following paragraph:

Determine compliance with density Specifications by random testing of the compacted surface with calibrated nuclear gauges. Determine the density by averaging QC tests performed by a CDT with the nuclear gauge operated in the backscatter mode according to AASHTO T 335 at one random location for each 100 Tons of asphalt concrete placed, but take no less than three tests each shift. Do not locate the center of a density test less than 1 foot from the Panel edge. Calculate MAMD according to ODOT TM 305. The Engineer may waive compaction testing requirements when less than 500 Tons of ACP is placed in a single work shift.

Add the following subsection:

00744.51 Opening Sections to Traffic - Schedule work so that, during the same shift, the surfaces being paved are paved full width and length through the wearing Course before opening to traffic.

SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS

Comply with Section 00850 of the Standard Specifications modified as follows:

00850.30 Manufacturer’s Representative - Replace this subsection, except for the subsection number and title, with the following:

For Sections referencing 00850.30, the services of a manufacturer’s representative are not required. Place Pavement markings only when the Pavement is ready for the Pavement marking material according to the manufacturer’s installation instructions.

00850.44 Alignment Layout – Replace the paragraph that begins "Place control points for lines every …" with the following paragraph:

SPECIAL PROVISION 17

Place control points for lines every 40 feet on tangent and every 25 feet on a curve. Place layout transition details at the start of pavement markings, where pavement markings transition into a different pavement marking, and at the end of pavement markings. Using these control points and layout transition details, layout a continuous narrow guideline for each line, along one edge of, or uniformly offset from the intended permanent line location.

Do not proceed with installation until the guidelines are approved by the Engineer.

SECTION 00855 - PAVEMENT MARKERS

Comply with Section 00855 of the Standard Specifications.

SECTION 00857 - RUMBLE STRIPS

Comply with Section 00857 of the Standard Specifications modified as follows:

00857.20 Equipment - Replace this subsection, except for the subsection number and title,

(a) Longitudinal Rumble Strips - Construct continuous or gap pattern longitudinal Shoulder, edge line, and centerline rumble strips as shown using a rotary type cutting head with a maximum outside diameter of 24 inches. Provide a cutting head length that matches the rumble strip width as shown. Arrange the cutting head cutting tips in a pattern that provides a relatively smooth cut with approximately 1/16 inch between peaks and valleys. Attach the cutting heads to the power unit in a manner that allows the tool to self-align with the Slopes of the Pavement and Shoulder and any irregularities in the Pavement and Shoulder surfaces. Provide cutting Equipment capable of cutting rumble strips of the required width in a single Pass while moving in the same direction as the flow of traffic.

(b) Transverse Rumble Strips - Form transverse rumble strips using a rotary type cutting head 5 1/2 inches long. Arrange the cutting head cutting tips in a pattern that provides a relatively smooth cut (approximately 1/16 inch between peaks and valleys).

Attach the cutting heads to the power unit in a manner that allows the tool to self-align with the Slope of the travel lane and any irregularities in the travel lane surface. Provide cutting Equipment capable of cutting rumble strips perpendicular to the travel lane.

00857.40 Construction - Replace the paragraph that begins "Where rumble strips …" with the following paragraph:

Where rumble strips are constructed at the same locations where permanent pavement markings are installed, construct rumble strips within 3 weeks after temporary pavement markings have been placed for the final Roadway configuration, but before installing permanent pavement markings.

SPECIAL PROVISION 18

SECTION 00865 - LONGITUDINAL PAVEMENT MARKINGS - DURABLE

Comply with Section 0865 of the Standard Specifications.

SPECIAL PROVISION 19

SUPPLEMENTAL SPECIAL PROVISIONS

1. The quantities in the bid item list are intended to serve only as a guide to bidders, and are not to be construed as a guarantee. All quantities are estimated, and are for bid purposes only. The quantity for each bid item includes all labor, equipment and materials for all activities associated with this project. The Oregon Department of Transportation (ODOT) reserves the right to adjust quantities and add or delete, as needed.

2. Contractor will be responsible for traffic control measures for all closures, based on approved traffic control plan (TCP).

3. The total number of PCMS required for the project will be determined by the Contractor’s

TCP.

4. Contractor to contact the Owner’s Authorized Representative and schedule the Pre-- Construction Meeting within the timeframe required in the Contract and must be held at least Fourteen (14) days prior to the start of work.

5. The mobility restriction notice, if required, will be submitted by ODOT based on the accepted schedule.

6. Cooperation with Other Contractors – The Agency reserves the right to perform other work on or near the Project Site, including, without limitation, any Materials site, with forces other than those of the Contractor.

If such work takes place on or near the Project Site, the Contractor shall have the following obligations:

• The Contractor shall coordinate Work with other contractors or forces.

• The Contractor shall cooperate in good faith with all other contractors or forces.

• The Contractor shall perform the Work specified in the Contract in a way that will minimize interference and delay for all forces involved.

• The Contractor shall place and dispose of the Materials being used so as not to interfere with the operations of other forces.

• The Contractor shall join the Work with that of all other forces in a manner acceptable to the Engineer or the Agency, and shall perform it in the accepted sequence with the work of the other force.

The Project Manager will resolve any disagreements under this supplemental special provision that may arise among the Contractor and other work forces, or between the Contractor and the Agency. The Project Managers decision in these matters is final.

When the schedules for Work of the Contractor and the work of other forces overlap, each contractor involved shall submit a current, realistic progress schedule to the Project manager.

Before the Project Manager accepts the schedule, each party shall have the opportunity to review all schedules. After this review and any necessary consultations, the Project Manager will determine acceptable schedules.

SPECIAL PROVISION 20

The Contractor waives any right it may have to make claims against the Agency for any damages or claims that may arise because of inconvenience, delay, or loss due solely to the presence of other contractors working on or near the Project Site.

The following contract work will be ongoing within the Project site during the following times, include both contacts in your communications:

Estimated Times Contract Name (Contractor's Name) (From - To)

A. Roadside Development OR217: OR10-OR99W March 2026 to Dec 2028 Bella Terra LLC Rena Bellika: 360-606-5616 rena@1bellaterra.com

7. Asphalt mix to be a recently approved ODOT asphalt mix design, submittal shall be the Oregon Department of Transportation Materials Laboratory approval form.

8. Contractor shall provide weigh slips for each load of ACP material placed in performance of Work under the Contract. Contractor to provide the first weigh slip to the Inspector for review and then Contractor shall collect all other weigh slips during the shift and give the group of them to the inspector at the end of the shift.

9. To prevent rutting or other distortion, protect sections of newly finished dense-graded asphalt from traffic until the surface temperature has cooled below 140°F.

10. Furnish a 12 foot straight edge. Test with a 12 foot straight edge parallel to and perpendicular to the centerline and at joints, as directed. The pavement surface shall not vary by more than ¼ inch. Follow Section 00744.75 of the 2024 Oregon Standard Specifications for Construction for corrective action of pavement roughness.

11. All new transverse joint pavement edges shall be sand sealed. This work will be considered incidental to the bid items.

12. Contractor shall be responsible to provide quality control and quality assurance for the project. The Contractor shall meet the compaction requirement listed in Section 00744.49 of a minimum of 91% of MAMD. The Project Manager reserves the right to take and re-test material samples, and based upon such test results, to reject any material not meeting the referenced Specifications. It is agreed and understood that the Contractor shall replace all rejected material with material meeting the Specifications at no additional cost to the State.

13. Replace removed 4” white mono-directional Type 1 markers on all white broken lines for all main line travel within project limits as per detail WB/R=40 on standard drawing TM502 and the project special provisions.

SPECIAL PROVISION 21

14. Contractor is responsible for placing all new lines, legends and markers in the same location and configuration as all existing lines. Cost to control work to meet this responsibility is incidental to the bid items.

15. Defective pavement will be repaired, at no additional cost to the State, according to the ODOT District 2B: Guideline for Pavement Restoration of Defective Work.

16. Contractor’s employees and their subcontractors may not wear clothing, hats, vests, etc. that have the ODOT name or “flying T” symbol.

17. There is public interest in the work. Contractor is advised to use courtesy and respect in any work site interaction with the public and to refer all public relations matters to the ODOT Project Manager.

18. Contractor shall implement safety policies, procedures and practices in conformance with all applicable local, state and federal laws, rules and regulations including but not limited to:

a. Applicable OSHA safety regulations

b. ANSI Z 133.1 Safety standards agreed upon by ODOT and local jurisdiction The

Manual of Uniform Traffic Control Devices (MUTCD)

c. Any other applicable safety laws, regulations and codes.

19. All equipment utilized during this contract shall be in good and serviceable condition.

20. In addition to the notifications required under the standard specifications and special provisions, contractor will also:

A. At least 72 hours prior to executing lane and/or complete roadway closures on OR 217 notify:

i. The ODOT Project Manager: 971-673-1343

ii. Tualatin Valley Fire and Rescue: Lyessa Duncan 503-259-1100

B. At the time of lane and/or complete roadway closures and again when the lane and/or complete roadway is opened on OR 217 notify:

i. ODOT Traffic Management Operations Center (TMOC): 503-283-

21. Any illegal camp cleanup required prior to the start of work will be coordinated by

ODOT. The Contractor shall notify the Project Manager 10 working days before the scheduled start date to allow for the cleanup to be posted and completed.

Contractor to account for this time in their schedule. Contractor shall occupy the site and begin work immediately following the camp cleanup. If there is evidence that additional cleanups will be required based on camper presence or personal property found at the site, notify the Project Manager so it can be scheduled. Contractor may not move or remove any personal property from the site. No monetary compensation will be considered for any camp cleanup delay.

SPECIAL PROVISION 22

22. Any illegal camp cleanup required after the start of work will be coordinated by

ODOT. The Contractor shall notify the Project Manager to allow for the cleanup to be posted and completed. Contractor shall occupy the site and continue work immediately following the camp cleanup. If there is evidence that additional cleanups will be required based on camper presence or personal property found at the site, notify the Project Manager so it can be scheduled. Contractor may not move or remove any personal property from the site. Any time delay caused by campers occupying the site after the start of work, when they had not been present prior to the start of work, will be added to the end of the contract. No monetary compensation will be considered for any camp cleanup delay.

23. Correspondence for the project is required to have the project name “2026 MBM OR 217 Various Locations Bridge Paving” in the subject line and copy Amythest Lee:

Amythest.M.Lee@odot.oregon.gov . Correspondence without the project name in the subject line will not be addressed.

24. Do not combine correspondence for multiple contracts, all correspondence needs to be kept separated.

25. The invoices, certified payrolls (if applicable) and project submittals are to be submitted via email to the Owner’s Authorized Representative.

26. Certified Payroll Report file names are to include the project name, contractor or sub-contractor name and week ending date for the report period.

27. Invoices are to have the contract name and contract number listed on them and the following billing address:

ODOT District 2B 9200 SE Lawnfield Rd Clackamas OR 97015

Updated 11/9/2020

Region 1 Maintenance Guidelines for Pavement Restoration or Defective Work

This guideline applies anytime the asphalt saw cut does not fall at a lane line, striping is removed and not replaced in the same location or when defective paving has to be replaced.

Base Objective: Motorist cannot feel the repaired pavement. Prolong the working life of the asphalt pavement and reduce future maintenance costs.

Repair Guidelines:

1. Pavement condition new or like new (1‐3 years old): Complete a 2” grind and inlay with the same Level of ACP required in the contract (Level 3 minimum) for an area that covers the entire lane width of every lane affected by 100 foot long. The length to be centered on the defective/saw cut area if the defective area is small. If the area is larger than 100 feet then complete a 2” grind and inlay with the same Level of ACP required in the contract for an area that covers the entire lane width of every lane affected by the entire length of the defective/saw cut area.

2. Pavement condition anything less than new (3 years or older): Complete a 2” grind and inlay with the same Level of ACP required in the contract (Level 3 minimum) for an area that covers the entire lane width of every lane affected by 50 foot long. The length to be centered on the defective/saw cut area if the defective area is small. If the area is larger than 50 feet then complete a 2” grind and inlay with the same Level of ACP required in the contract for an area that covers the entire lane width of every lane affected by the entire length of the defective area.

3. When there are several smaller areas that are within a short distance of each other complete one continuous repair.

4. The District Manager or their designated representative will determine the limits of the repair based on these guidelines.

be c0 l\ dm s4 \0 9- .5

B r

N o

PL

AN

d g n

A M

5 Bent1 Bent 2 ty p

Tualatin Valley Highway

188'-0 ctr.-ctr. end bents

Bridge No. 09611

G

Bidding Plans

BEAVERTON-TIGARD HWY NO. 144 (OR217) M.P. 1.47

VALLEY

TUALATIN

CANYON

Bont 3 Bent 4

OR217

(3) 5

Reference Notes:

1 Remove 2"+ of existing ACWS down to concrete. Place the end panels and waterproofing membrane. Membrane is not req Install membrane laps to shed water.

2 Sawcut ACWS 11/%" deep x 1/½" wide. Fill with traffic loop sealant.

3 Taper ACWS. See Roodway Plans for barrier and inldy details prior and beyond bridge. 5

PLAN

Scale: 1"= 15

Pr ri e o ut

-a ut

General Notes:

B E A V E R T O N

TI

GA

PROJECT

BEAVERTON-HILLSDALE HWY

SEC. 15, T. 1 S.. R. W., W.M.

LOCATION MAP

Mo Scala

All materials and workmanshipAll mareridis and warkme orm to the 2008 Oregon tandard d the Special

Provisions

See Dwgs. R0500, RD515, RD516 ond RD545 for precast concrete barrier general notes and details.

Contractor shall field verify conditions, work, location, and alt dimensions prior to beginning constructi

Existing bridge information is based upon existing bridge drowings.

Holes drilled in concrete shail be core drilled. Hammor drills shall nat be used. Natify Engincer immediately if conflict oxisting reinforcing exists.

Existing 20'-4" end panel, typ

Remove axisting median borrier and install precast tall (42") concrefe rier, see Dwg. 89859. Provide 1" open joint in barrier at bridge expansion loints (Bents 1 ont th preformed lolnt saal to malntaia axistiod 2. Provide 4 anchors per precast segment or 1а seament

Roodway Plans

Pratect and preserve existing deck drains. Temporarily block deck drains revent materiol from entering them during removal of existing ACWS and installation of waterproofing membrd ACWS.

All resin bonded thrөd -dip golvanized

ASTM A36 using high strength resi Fully fi hole with resin

Remove ACWS on bridge deck according to Section 00503 and prepore surface as required for waterproofing membrane.

Oregon law raquires the rules set forth in OAR 952-001-0010 through 952-001-0090, odopted by the Orogon Utility Orogon Utity

Natification Center, t Copi obtained fron

DATE AEVISION BY Rodney Schultz

8 ACCOMPANIED BY OWGS.

89859

R0500, RD515, RO516, RD545 and

CESICNER

1 ReteNRPaateN Peter R.iegter PE.SE.

OBEC

OREGON DEPARTMENT OF TRANSPORTATION

CONSULTING

STRUCTURE NO.

09611

DATE

August 2012

CORPORATE OFTICE CALC. BOD

LAKE OSHEGO, SALEM MEOFOR

6508AGINEERS SUTE 1000

WARNING

IF THIS BAR DOES

NOT MEASURE 1"

THEN DRAWING IS

NOT TO SCALE

TALL (427 MEDIAN BARRIER RETROFIT @ M.P. 1.47

OR217: ACTIVE TRAFFIC MANAGEMENT

VARIOUS HIGHWAYS

WASHINGTON AND CLACKAMAS COUNTIES

PLAN AND GENERAL NOTES

SHEET

DRAWING NO.

89858

File No.24725

1. Contractor shall filed verify conditions, work, location, and all dimensions prior to beginning construction.

2. Existing bridge information is based upon existing bridge drawings.

3. Remove ACWS on bride deck according to Section 00503 and prepare surface as required for waterproofing membrane.

4. Work to be completed in the NB and SB directions.

5. See Plan 89858B for Measured Existing Asphalt Depths.

exisitng ACWS down to concrete. Place new ACWS to the same depth of as removed

89858B

2026 MBM OR 217 Various Locations Bridge Paving

SITE PLANS

Cold plane pvmt.removal Depth - 2/2"

Cold plane pvmt. removal

Depth - var. 2/2" to 2"

Bridge deck cold plane pvmt. removal depth - 2"

Remove all extg. asph. conc. surf acing from bridge deck

Cold plane pvmt. removal ☐ Cold plane pvmt.removalmoval Depth - var.2" to 21/2" Depth - 2/2"

PAVING AT STRUCTURE

Tualatin Valley Highway overcrossing (Bridge no.09611)

Beaverton-Hillsdale Highway overcrossing (Bridge no.09612) Fanno Creek Crossing (Bridge по. 09457) ОВЕС

PROr

CONSULTING

ENGINEERS

OREGON DE

CORPOF

920 CO

REGION

-21/2"

Nom. thkn. - 3" Nom. thkn. 3"

Waterproof membrane

Nom. thkn. - var. 3" to 2¹/2"

Bridge Bridge

End Extg. Bridge End Taper 1" per 50 Taper 1" per 50' panel structure panel

HMAC wearing course Level 4, 1/2" dense with PG70-22ER Lime treated

-HMAC wearing cour se

Level 4, /%" dense with PG70-22ER Lime treated

-HMAC wearing course Level 4. 1/2" dense with PG70-22ER

Notes:

1. Saw cut and seal HMAC wearing curface over end panel end joints. See drg no 89858 for joint detail.

2. For bridge deck joint details see drg no 89858.

3. Construct waterproof membrane lap joints per manufactures requirements.

var. 3" to 3 1/2" var. 3" to 3 1/2" var. 3" to 3 1/2"

For total of 75' var. 3" to 3 1/2" var. 1 1/2" to 2" var. 3" to 3 1/2" var. 1 1/2" to 2"

3 1/2" to 1 1/2" 3 1/2" to 1 1/2"

EXISTING ASPHALT DEPTHS AS MEASURED ON SHOULDERS

Tualatin Valley Highway Overcrossing (Bridge No. 09611) var. 3" to 1 1/2"

Plan 89858B

2026 MBM OR 217 Various Locations Bridge Paving

For total of 75'

3"

Work is in the NB Direction Only. No Work in the SB Direction.

89860B

1. Contractor shall filed verify conditions, work, location, and all dimensions prior to beginning construction.

2. Existing bridge information is based upon existing bridge drawings.

3. Remove ACWS on bride deck according to Section 00503 and prepare surface as required for waterproofing membrane.

4. Work to be completed in the NB directions only.

5. See Plan 89860B for Measured Existing Asphalt Depths.

Notes:

1. Saw cut and seal HMAC wearing curface over end panel end joints. See drg no 89860 for joint detail.

2. For bridge deck joint details see drg no 89860.

3. Construct waterproof membrane lap joints per manufactures requirements.

EXISTING ASPHALT DEPTHS AS MEASURED ON SHOULDERS

Beaverton-Hilsdale Highway Overcrossing (Bridge No. 09612) var. 4" to 2 1/2"

Plan 89860B

2026 MBM OR 217 Various Locations Bridge Paving

SITE PLANS

For total of 75' For total of 75'

4"4" to 2 1/2"

4"

4"

4"

4"

Work is in the NB Direction Only. No Work in the SB Direction.

4" 4"

89862B

1. Contractor shall filed verify conditions, work, location, and all dimensions prior to beginning construction.

2. Existing bridge information is based upon existing bridge drawings.

3. Remove ACWS on bride deck according to Section 00503 and prepare surface as required for waterproofing membrane.

4. Work to be completed in the NB direction only.

5. See Plan 89862B for Measured Existing Asphalt Depths.

Notes:

1. Saw cut and seal HMAC wearing curface over end panel end joints. See drg no 89862 for joint detail.

2. For bridge deck joint details see drg no 89862.

3. Construct waterproof membrane lap joints per manufactures requirements.

EXISTING ASPHALT DEPTHS AS MEASURED ON SHOULDERS

Fanno Creek Crossing (Bridge No. 09457)

4" to 2 1/2"

Plan 89862B

2026 MBM OR 217 Various Locations Bridge Paving

SITE PLANS

For total of 75' For total of 75'

Plan 89862B var. 3" to 1 3/4"var. 3" to 1 13/4" var. 1 1/2" to 1 3/4" var. 3" to 3 1/4" var. 3" to 3 1/4" var. 3" to 3 1/4" var. 3" to 3 1/4" var. 1 1/2" to 1 3/4" var. 3" to 1 3/4"var. 3" to 3 1/4"

2026 MBM Various Locations Bridge Paving MP 1.47 & 1.76 Structures 09611 & 09612

Rumble Strip Plans Sheet QA01

Sheet QA02

Sheet QA03

Rumble Strip Plans Sheet QB01

QA02 and QA03

Rumble Strip Plans Sheet QB02

QA02

MP 2.85 Structure 09457

Sheet QC01

Sheet QC02

Rumble Strip Plans Sheet QD01

Structure 09457

(See Sheet QC01 and QC02)

(See Sheet QC01 and QC02)

RD360

ADJUSTMENT

MANHOLE FRAME

R D

.d g n

21-JUL-2015N/A

J U

L wearing course

Asph. conc.

base course

Asph. conc.

(Or others listed in ODOT's QPL) as reqd.

Conc. manhole adjustment rings

(See general note 10)

Mortar 2" max.

See Alternate "A"

Raise as dir.

& frame

Manhole cover

C u t li n e

C u t li n e

Finish grade or hoop

#4 bar

" min. (Typ.)2

(Typ.)

3" min.

Thkn. - 2" min.

Asph. conc.

12" min.

Thkn. - 2" min.

Asph. conc.

12" min.

(Min. 12" thkn.)

P.C. concrete

Backfill with early strength

(Min. 12" thkn.)

P.C. concrete

Backfill with early strength

(Or others listed in ODOT's QPL) as…