Full-Depth Pavement Reclamation with an A-2 Bituminous Surface Treatment on 1200E Road.pdf

Letting June 12, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 95A06 CUMBERLAND County Section 20-00083-00-FP Route FAS 699 (1200 E Rd) Project 3B9T-264 () District 7 Construction Funds

Prepared by F

Checked by

(Printed by authority of the State of Illinois)

NOTICE TO BIDDERS

1. TIME AND PLACE OF OPENING BIDS. Electronic bids are to be submitted to the electronic bidding system (iCX-Integrated Contractors Exchange). All bids must be submitted to the iCX system prior to 12:00 p.m.

June 12, 2026 at which time the bids will be publicly opened from the iCX SecureVault.

2. DESCRIPTION OF WORK. The proposed improvement is identified and advertised for bids in the

Invitation for Bids as:

Contract No. 95A06 CUMBERLAND County Section 20-00083-00-FP Project 3B9T-264 () Route FAS 699 (1200 E Rd) District 7 Construction Funds

Full-depth pavement reclamation with an A-2 bituminous surface treatment on 1200E Road from the north corporate limits of Toledo to 1050N Road.

3. INSTRUCTIONS TO BIDDERS. (a) This Notice, the invitation for bids, proposal and letter of award shall, together with all other documents in accordance with Article 101.09 of the Standard Specifications for Road and Bridge Construction, become part of the contract. Bidders are cautioned to read and examine carefully all documents, to make all required inspections, and to inquire or seek explanation of the same prior to submission of a bid.

(b) State law, and, if the work is to be paid wholly or in part with Federal-aid funds, Federal law requires the bidder to make various certifications as a part of the proposal and contract. By execution and submission of the proposal, the bidder makes the certification contained therein. A false or fraudulent certification shall, in addition to all other remedies provided by law, be a breach of contract and may result in termination of the contract.

4. AWARD CRITERIA AND REJECTION OF BIDS. This contract will be awarded to the lowest responsive and responsible bidder considering conformity with the terms and conditions established by the Department in the rules, Invitation for Bids and contract documents. The issuance of plans and proposal forms for bidding based upon a prequalification rating shall not be the sole determinant of responsibility. The Department reserves the right to determine responsibility at the time of award, to reject any or all proposals, to re-advertise the proposed improvement, and to waive technicalities.

By Order of the Illinois Department of Transportation

Gia Biagi, Secretary

CONTRACT 95A06

INDEX

FOR

SUPPLEMENTAL SPECIFICATIONS

AND RECURRING SPECIAL PROVISIONS

Adopted January 1, 2026

This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS.

ERRATA Standard Specifications for Road and Bridge Construction (Adopted 1-1-22) (Revised 1-1-26)

SUPPLEMENTAL SPECIFICATIONS

Std. Spec. Sec. Page No.

109 Measurement and Payment 202 Earth and Rock Excavation 204 Borrow and Furnished Excavation 207 Porous Granular Embankment 211 Topsoil and Compost 214 Grading and Shaping Ditches 406 Hot-Mix Asphalt Binder and Surface Course 407 Hot-Mix Asphalt Pavement (Full-Depth) 420 Portland Cement Concrete Pavement 502 Excavation for Structures 504 Precast Concrete Structures 509 Metal Railings 522 Retaining Walls 540 Box Culverts 542 Pipe Culverts 550 Storm Sewers 586 Granular Backfill for Structures 601 Pipe Drains, Pipe Underdrains, and French Drains 630 Steel Plate Beam Guardrail 632 Guardrail and Cable Road Guard Removal 644 High Tension Cable Median Barrier 665 Woven Wire Fence 701 Work Zone Traffic Control and Protection 781 Raised Reflective Pavement Markers 782 Reflectors 801 Electrical Requirements 821 Roadway Luminaires

1003 Fine Aggregates 1004 Coarse Aggregates 1010 Finely Divided Minerals 1020 Portland Cement Concrete ……… 1030 Hot-Mix Asphalt 1040 Drain Pipe, Tile, and Wall Drain 1042 Precast Concrete Products 1061 Waterproofing Membrane System 1067 Luminaire ……… 1097 Reflectors 1102 Hot-Mix Asphalt Equipment

RECURRING SPECIAL PROVISIONS

The following RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this contract and are included by reference:

CHECK SHEET # PAGE NO.

1 Additional State Requirements for Federal-Aid Construction Contracts 2 Subletting of Contracts (Federal-Aid Contracts)

3 EEO

4 Specific EEO Responsibilities Non Federal-Aid Contracts 5 Required Provisions - State Contracts 6 Asbestos Bearing Pad Removal 7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 8 Temporary Stream Crossings and In-Stream Work Pads 9 Construction Layout Stakes

10 Use of Geotextile Fabric for Railroad Crossing 11 Subsealing of Concrete Pavements 12 Hot-Mix Asphalt Surface Correction 13 Pavement and Shoulder Resurfacing 14 Patching with Hot-Mix Asphalt Overlay Removal 15 Polymer Concrete 16 Reserved 17 Bicycle Racks 18 Temporary Portable Bridge Traffic Signals 19 Nighttime Inspection of Roadway Lighting 20 English Substitution of Metric Bolts 21 Calcium Chloride Accelerator for Portland Cement Concrete 22 Quality Control of Concrete Mixtures at the Plant 23 Quality Control/Quality Assurance of Concrete Mixtures 24 Reserved 25 Reserved 26 Temporary Raised Pavement Markers 27 Restoring Bridge Approach Pavements Using High-Density Foam 28 Portland Cement Concrete Inlay or Overlay 29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 30 Longitudinal Joint and Crack Patching 31 Concrete Mix Design – Department Provided 32 Station Numbers in Pavements or Overlays

LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS

Table of Contents

CHECK SHEET # PAGE NO.

LRS 1 Reserved LRS 2 Furnished Excavation LRS 3 Work Zone Traffic Control Surveillance LRS 4 Flaggers in Work Zones LRS 5 Contract Claims LRS 6 Bidding Requirements and Conditions for Contract Proposals LRS 7 Bidding Requirements and Conditions for Material Proposals LRS 8 Reserved LRS 9 Bituminous Surface Treatments LRS 10 Reserved LRS 11 Employment Practices LRS 12 Wages of Employees on Public Works LRS 13 Selection of Labor LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks LRS 15 Partial Payments LRS 16 Protests on Local Lettings LRS 17 Substance Abuse Prevention Program LRS 18 Multigrade Cold Mix Asphalt LRS 19 Reflective Crack Control Treatment

INDEX OF SPECIAL PROVISIONS

ITEM PAGE

Description of Work 1

Concurrent Project Scheduling 1

Utility Coordination 1-2

Overhaul 2

Salvage 2

Access and Maintenance of Driveways and Streets 2

Aggregate Stockpiles and Payment 2

Delivery of Construction Materials 2

Aggregate Surface Course, Type B 2-3

Aggregate Wedge Shoulder, Type B 3

Full Depth Reclamation, 12.0” 3

Surface Profile Milling 3-5

Bituminous Surface Treatment, A2 5-10

Traffic Control Plan 10-13

Construction Layout 13

Borrow Areas, Use Areas, and / or Waste Areas 13

Status of Utilities 14

LR107-4 15

LR 400-9 16-24

LR 403-1 25-26

LR702 27

BDE SPECIAL PROVISIONS

The following special provisions indicated by an “X” are applicable to this contract. An * indicates a new or revised special provision for the letting.

File Name Pg. Special Provision Title Effective Revised 80099 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2022 _ 80274 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 Automated Flagger Assistance Device Jan. 1, 2008 April 1, 2023 80173 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017

* 80426 Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 April 1, 2026 80475 Bridge Deck Concrete Overlays Jan. 1, 2026 80241 Bridge Demolition Debris July 1, 2009

5053I Building Removal Sept. 1, 1990 Aug. 1, 2022 5026I Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022

80460 28 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 45 Compensable Delay Costs June 2, 2017 April 1, 2019 80198 Completion Date (via calendar days) April 1, 2008 80199 Completion Date (via calendar days) Plus Working Days April 1, 2008 80461 Concrete Barrier Jan. 1, 2025 80453 Concrete Sealer Nov. 1, 2023 80261 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025 80476 Deck Slab Repair Jan. 1, 2026 80029 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Jan. 2, 2025 80467 Erosion Control Blanket Aug. 1, 2025 80229 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80452 Full Lane Sealant Waterproofing System Nov. 1, 2023 80433 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80471 Guardrail Nov. 1, 2025 80472 High Friction Surface Treatment Nov. 1, 2025

* 80456 Hot-Mix Asphalt Jan. 1, 2024 April 1, 2026 80446 Hot-Mix Asphalt – Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023 80438 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 April 2, 2024

* 80483 Inlet Filters April 1, 2026 80477 Longitudinal Tining Jan. 1, 2026 80450 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 Aug. 1, 2025 80478 Modified Longitudinal Construction Joint Jan. 1, 2026 80464 49 Pavement Marking April 1, 2025 Nov. 1, 2025 80468 Pavement Patching Aug. 1, 2025

* 80441 Performance Graded Asphalt Binder Jan 1, 2023 April 1, 2026 80459 Preformed Plastic Pavement Marking June 2, 2024 3426I Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80473 Raised Reflective Pavement Markers Nov. 1, 2025

* 80455 50 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2026 80474 Residential Driveway Temporary Signal Nov. 1, 2025 80445 Seeding Nov. 1, 2022 80457 52 Short Term and Temporary Pavement Markings April 1, 2024 April 2, 2024 80462 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 Sinusoidal Rumble Strips Jan. 1, 2026 80469 Slope Wall Aug. 1, 2025 80448 56 Source of Supply and Quality Requirements Jan. 2, 2023 Jan. 1, 2026 80340 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 Steel Cost Adjustment April 2, 2004 Nov. 1, 2025 80480 Structural Repair of Concrete Jan. 1, 2026 80397 58 Subcontractor and DBE Payment Reporting April 2, 2018 80391 59 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80463 60 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025

File Name Pg. Special Provision Title Effective Revised

* 80482 61 Submission of Payroll Records – Federal Aid Contract April 1, 2026

* 80437 Submission of Payroll Records – State Contract April 1, 2021 April 1, 2026 80435 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80465 63 Surveying Services April 1, 2025 80481 Temporary Concrete Barrier Jan. 1, 2026 80466 Temporary Rumble Strips April 1, 2025 80470 Traffic Signal Backplate Aug. 1, 2025 20338 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 64 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80458 Waterproofing Membrane System Aug. 1, 2024 80302 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 Wood Sign Support Nov. 1, 2023 80427 65 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026 80071 68 Working Days Jan. 1, 2002

SPECIAL PROVISIONS

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", adopted January 1, 2022, the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways", and the "Manual of Test Procedures for Materials" in effect on the date of invitation for bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included herein which apply to and govern the construction of FAS 699, Section 20-00083-00-FP in Cumberland County, and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.

Description of Work: Work in this section shall include the construction of a rehabilitated pavement structure of FAS 699 (CH 2) from the North edge of Toledo to 1050 N consisting of a Full-Depth Reclaimed Pavement, 12” Depth (with cement) with a final A-2 seal coat, construction of aggregate wedge shoulders, and miscellaneous items for completion of the project.

Concurrent Project Scheduling: Attention is called to the Contractor that FAS 699 (Burma Road) will be used as a detour route for the Illinois Department of Transportation Contract No. 74786 (Section 108B-1). The Contractor shall coordinate his or her operations with the Illinois Department of Transportation for Section 20-00083-00-FP such that FAS 699 (Burma Road) will remain open while being used as a detour during the Contract 74786 detour. Contact information for the Illinois Department of Transportation is as follows:

Illinois Department of Transportation Attention: Garrett Miller, P.E.

400 West Wabash Effingham, Illinois 62401-2699 Phone: 217-342-8250 E-mail: garrett.miller@illinois.gov

The coordination shall be such that Section 20-00083-00-FP shall not begin unless it will be 100% complete before the detour route is used, or Section 20-00083-00-FP shall begin after the detour route is not needed. No additional compensation will be allowed for delays or inconvenience caused to the Contractor’s schedule by complying with this requirement.

Utility Coordination: The Contractor shall contact JULIE (1-800-892-0123) a minimum of forty-eight hours before commencing work to notify all utility companies that belong to JULIE to mark their utility locations. All utilities shown on the plans are for information only and the locations and elevations shown shall be considered approximate. The Contractor is responsible for making his or her own determination as to the type, location, and depth of underground and other utilities as may be necessary to avoid damage thereto. The Contractor shall take any and all precautions to protect the property of the various public utilities which may be located aboveground or underground, within the immediate project area or adjacent to the proposed improvements. The Contractor is also responsible for calculating and verifying both horizontal and vertical clearances to overhead facilities for each construction activity. The Contractor shall contact the utility owner of the overhead facility to verify all clearances for each construction activity. The Contractor will be responsible to repair or replace at his or her own expense, or bear the cost, to repair or replace and public utility facility/property which has been damaged through his or her own negligence. If damage to a utility does occur, each individual utility owner shall be contacted, and the repair or replacement will be in accordance with the specifications or policy of that utility owner.

Overhaul: No payment for overhaul will be allowed for earth moved from any source.

Salvage: There shall not be any salvage.

Access and Maintenance of Driveways and Streets: It shall be the responsibility of the Contractor to keep all driveways and field entrances disturbed by construction maintained and passable as directed by the Engineer. The Contractor shall minimize the time the driveways are blocked and shall provide passable driving surfaces. Any and all grading or milling of existing driving surfaces to match the driving surface elevations and entrance widths shall be provided by the Contractor. This work will not be measured for payment and shall be included in the Contract.

If construction is delayed until the next construction season, the entrances shall be maintained and kept passable by the Contractor over the winter months as directed by the Engineer. All work in maintaining the driveways and streets and providing continuous access to all residences shall be included in the Contract.

Aggregate Stockpiles and Payment: Aggregate for each individual pay item shall be stockpiled separately, in a secure location according to Article 106 of the Standard Specifications. Truckloads of aggregate delivered the same day that aggregate will be placed will be allowed, but the aggregate for each truck load and respective weight ticket shall be used for one independent pay item. Under no circumstance shall aggregate from the same stockpile or truckload be used for more than one independent pay item. For example, if a weight ticket from a truckload or stockpile that is designated for Aggregate Base Course, Type B is split and also used for Aggregate Surface Course, Type B, the weight ticket will not be included for payment.

The Contractor will forfeit all claims against the Engineer for payment for each weight ticket for aggregate from one weight ticket or stockpile that is designated for one pay item and used for a different pay item with no exceptions allowed.

Delivery of Construction Materials: The Contractor shall be responsible for planning the access routes available for the delivery of all construction materials and equipment to and from the job site. The Contractor, all subcontractors, and all material/aggregate suppliers shall abide by all posted roadway and bridge load limits. The Contractor shall contact the County Engineer of the intended delivery routes for approval at or before the pre-construction conference.

Aggregate Surface Course, Type B: This work shall conform to all applicable articles of Section 402 of the Standard Specifications except that a spreader box will not be required. This material shall have a minimum IBR of 80. The gradation shall be CA-6 crushed stone. This work shall include installing final surfacing at side road and entrances. This work shall also include any grading and excavation required before placing the final aggregate surfacing of the entrances and side roads. This work will be paid for at the contract unit price per Ton for

AGGREGATE SURFACE COURSE, TYPE B.

Aggregate Wedge Shoulder, Type B: Aggregate Wedge Shoulders, Type B shall conform to all applicable parts of Section 481 of the Standard Specifications. The gradation shall be CA-10 crushed stone and shall have a minimum IBR of 80.

Full-Depth Reclamation, 12.0”: This work shall conform to Local Roads Special Provision LR 400-9 included in the special provisions. The “Unconfined Compressive Strength, 7-Day, Illinois Modified AASHTO T 221, psi” shall be modified to 210 psi as listed in the “FDR WITH CEMENT MIX DESIGN REQUIREMENTS” under CONSTRUCTION REQUIREMENTS, Proportioning (b) Mix Design in LR 400-9. The Contractor shall take special care to process all pavement at the beginning and end termini transverse joints as shown on the plans.

Surface Profile Milling: This work shall conform to Local Roads Special Provision LR 403-1 included in the special provisions and as modified herein.

Description. This work shall consist of micro surface profile milling and planing the completed full depth reclaimed pavement before applying the BITUMINOUS SURFACE TREATMENT, A2. The necessity of this work will be determined at the discretion of the County Engineer after analyzing the smoothness of the completed reclaimed surface. The Engineer will provide written direction to the Contractor if SURFACE PROFILE MILLING will be required prior to applying BITUMINOUS SURFACE TREATMENT, A2.

If the County Engineer determines that SURFACE PROFILE MILLING will be required, the Contractor shall abide by all curing timelines required by the FULL DEPTH RECLAMATION, 12.0”. The cure coat oil shall also be allowed a sufficient time to cure so that milling operations do not produce large objectionable chunks of oil clods that will mar the finished pavement surface, and that will present a hazardous condition deposited on the shoulder.

Equipment. The self-propelled milling machine shall be according to Article 1101.16(a) of the Standard Specifications and it shall load cuttings onto the existing shoulder. The cutting drum shall have a fine-tooth cutting tool line spacing of 1/8 to 3/8 inches (3 mm to 10 mm).

Cutting tools shall be replaced as necessary to maintain a uniform surface texture. The moldboard shall be straight, true, and free of excessive nicks or wear, and it shall be replaced as necessary to uniformly produce the required surface texture.

The mechanical sweepers shall be according to Article 1101.03 of the Standard Specifications.

Construction Requirements

Surface Test. The completed reclaimed pavement will be tested for smoothness by the Engineer after the curing period is complete, and before BITUMINOUS SURFACE TREATMENT A-2 is started. The County Engineer will use the ride quality in his or her vehicle to analyze and determine the smoothness of the completed reclaimed surface. SURFACE

PROFILE MILLING will be required at the discretion of the County Engineer after analyzing the smoothness of the completed reclaimed surface. Variations in the reclaimed pavement surface shall not exceed 3/16 inches.

If further investigation is required by the County Engineer, the Contractor shall furnish a

16 ft straightedge and shall provide for its jobsite transportation at no additional cost to the Department. If further investigation is required, the completed reclaimed pavement will be tested for smoothness in the wheel paths with at 16 ft straightedge.

Milling. The temperature at which the work is performed, the nature and condition of the equipment, and the manner of performing the work shall be such that the milled and planed surface is not irregular, torn, gouged, shoved, scalloped, or otherwise injured by the grinding operation.

The Contractor shall mill the cross-slope shown in the plans starting at the outside edge of pavement up to the centerline. The forward travel speed in feet-per-minute shall not exceed 2/3 of the drum revolutions per minute. The surface texture shall be uniform with a ridge-to-valley depth of 1/8 inch (3 mm) or less. The areas between striations in both the longitudinal and transverse directions shall be flat-topped and coplanar. From Station 26+95 to Station 184+78 the Contractor shall reprofile the completed FULL DEPTH RECLAMATION 12.0” surface by removing the existing surface to a depth as follows:

The cross section of the bottom of the proposed SURFACE REMOVAL, (SPECIAL) shall start one-half inch (1/2”) below the existing finished centerline profile grade and shall extend down to the edge of pavement at the cross slope shown on the plans. The Contractor shall be responsible for establishing all horizontal and vertical layout and staking that may be required for surface removal operations. All costs associated with horizontal and vertical construction layout required for the Contractor’s operations shall be included in pay item “CONSTRUCTION LAYOUT.” The existing centerline of road shall be defined as the point at mid-distance between the existing edge of pavement. The existing centerline profile grade of the finished FULL DEPTH RECLAMATION 12.0” shall be used to establish the longitudinal profile grade of the bottom of the SURFACE

PROFILE MILLING.

The Contractor shall provide appropriate construction equipment that will follow the existing centerline profile while providing a finished milled surface profile free of vertical discontinuities and hills or valleys. The finished milled surface will be the base to which the proposed BITUMINOUS SURFACE TREATMENT, A2 surface course will be constructed upon. Any discontinuities in slopes, longitudinal or cross slope, shall be corrected by the Contractor before BITUMINOUS SURFACE TREATMENT, A2 operations begin. The cost of all corrections shall be included in this pay item and no additional compensation will be allowed. Corrections for milling deeper than required that produces discontinuities or hills and valleys in longitudinal or cross slope shall include a corrective hot-mix asphalt “leveling binder” placed in advance of constructing the BITUMINOUS SURFACE TREATMENT, A2. All corrective hot-mix asphalt “leveling binder” shall be included in the cost of SURFACE PROFILE MILLING and no additional compensation will be allowed. The Contractor shall not begin BITUMINOUS SURFACE TREATMENT, A2 surface treatment without the written approval of the Engineer. The Engineer will be allowed up to 7 days to provide the Contractor with written approval of the prepared milled full depth reclaimed pavement, and the Contractor shall take this review time into consideration with his/her schedule and bid.

Milled full depth reclaimed pavement shall be resurfaced within ten calendar days.

The millings from SURFACE PROFILE MILLING shall become the property of

Cumberland County and shall be deposited onto the existing shoulder and bladed/shaped to the dimensions shown on the plans along FAS 699 from Station 26+95 to Station 184+78. The remaining shoulder shape shall be completed and will be paid for at the contract unit price per Ton for AGGREGATE WEDGE SHOULDER, TYPE B.

The cost of all milling, depositing, blading, and shaping existing millings onto the shoulders listed above shall be included in SURFACE PROFILE MILLING and no additional compensation will be allowed.

After SURFACE PROFILE MILLING, the pavement shall be swept by a mechanical broom to remove all loose material from the pavement before opening to traffic.

Method of Measurement. This work will be measured for payment as follows:

(a) Contract Quantities. The requirement for use of contract quantities shall be according to Article 202.07(a).

(b) Measured Quantities. SURFACE PROFILE MILLING will be measured for payment in place and the area computed in square yards.

Method of Payment. This work will be paid for at the contract unit price per square yard for SURFACE PROFILE MILLING and no additional compensation will be allowed.

Bituminous Surface Treatment, A2:

Description. This work shall consist of constructing a multiple course bituminous surface treatment as indicated below.

(a) A-2. A-2 shall consist of a prime coat, a bituminous cover coat material and a cover coat aggregate, and a bituminous seal coat material and seal coat aggregate.

Materials. Materials shall be according to the following.

Item Article/Section

(a) Cover Coat Aggregate (Note 1) ............................................................. 1004.03

(b) Seal Coat Aggregate (Note 1) ................................................................ 1004.03

(c) Bituminous Materials (Note 2)

Note 1. The coarse aggregates for the cover and seal coat shall be either crushed gravel or crushed stone. The aggregate quality shall be Class C or better and the total chert count shall be no more than 25 percent by weight (mass) as determined by the Illinois Test Procedure 203. The seal coat gradation shall be CA-16 and the cover coat aggregate shall be CA-16.

Note 2. The bituminous material for the cover and seal coats shall be either a HFE 90 or a

HFE 150.

Equipment. Equipment shall be according to the following.

(a) Pneumatic-Tired Rollers (Note 1) ....................................................................... 1101.01

(b) Mechanical Sweeper (Note 2) ............................................................................. 1101.03

(c) Aggregate Spreaders (Note 3) ............................................................................. 1102.04

(d) Heating Equipment ............................................................................................. 1102.07

(e) General Use Pressure Distributor (Note 4) ...................................................... 1102.05(a)

Note 1. There shall be a minimum of two rollers, with the final number of rollers determined by the rollers’ abilities to maintain proper spacing with the aggregate spreader as directed by the Engineer.

Note 2. The mechanical sweeper shall be power driven and self-propelled with the broom located between the axles. The mechanical sweeper shall not use a cantilever-mounted broom and the broom rotation shall not be operated by forward movement.

Note 3. The aggregate spreader shall be a self-propelled mechanical type with the receiving hopper in the rear and shall pull the aggregate truck. The spreader shall be fitted with an automated system which provides positive interconnected control of the aggregate flow with the forward speed of the spreader. The automated system shall provide uniform and consistent aggregate application at the rate specified.

The Engineer will check the spread roll of the aggregate spreader for straightness each day before operations begin. Should the surface of the spread roll vary off a straight line along its longitudinal dimension by more than 1/16 in. (1.5 mm), the Engineer will inspect the application of aggregate for corrugations and, should these occur, the machine shall be repaired or replaced.

Note 4. The application rate control shall be automated and shall control the application rate regardless of ground speed or spray bar width. The computer shall have the capability of recording the application rate, gallons sprayed, square yards, and feet traveled. The pressure distributor shall be capable of maintaining the asphalt emulsion at the specified temperature. The spray bar nozzles shall produce a uniform triple lap application fan spray, and the shutoff shall be instantaneous, with no dripping. The pressure distributor shall be capable of maintaining the specified application rate within ± 0.015 gal/sq yd for each load. The spray-bar nozzles shall be turned to make the same angle with the longitudinal axis of the spray bar as recommended by the manufacturer.

CONSTRUCTION REQUIREMENTS

Weather Limitations. This work shall be done between May 1 and October 1.

Bituminous materials shall be applied only when the temperature of the air in the shade is above 60 °F (15 °C). No work shall be started if local conditions indicate that rain is imminent.

This work may be done between October 1 and October 30 providing the temperature of the air for three consecutive days immediately preceding the day of application has been: (1) above 60 °F (15 °C) in the shade each day, (2) a minimum of 40 °F (5 °C), and (3) the temperature of the air in the shade at time of application is above 60 °F (15 °C).

Preparation of Bituminous Material. The temperature of the bituminous material at the time of application shall be such that it will spray uniformly without clogging the spraying nozzles and shall be applied within the temperature ranges according to Article 1032.04.

Bituminous material shall be stored according to Article 1102.01(a)(6).

Preparation of Aggregate. The aggregates used in the cover coat and the seal coat shall contain no free moisture.

Sequence of Work. The sequence of construction operations shall be undertaken as follows.

(a) Repair and preparation of base or existing surface.

(b) Application of bituminous material for prime coat (A-2 on aggregate roadways only).

(c) Alternate applications of bituminous material and aggregate.

Repair and Preparation of Base or Existing Surface. The base or existing surface shall be prepared in accordance with the Special Provisions for Full Depth Reclamation.

Prime Coat. The stabilized base shall receive a prime coat prior to the placement of the first course of bituminous cover coat material and cover coat aggregate. The bituminous material shall be applied uniformly with a general use pressure distributor on the prepared surface at the rate of 0.1 gal/sq yd, the exact rate to be specified by the Engineer. The bituminous priming material shall be applied to a width 1 ft greater on each side of the roadway than the specified width of the finished surface.

The prime coat shall be permitted to cure until the penetration has been approved by the Engineer, but not less than 24 hours for MC-30 or 4 hours for PEP. Pools of prime occurring in the depressions shall be removed by brooming or squeegeeing the excess material over the surrounding surface the same day the prime coat is applied. Traffic shall not be allowed upon the primed surface during the curing period. At locations where the prime coat has failed or is damaged, it shall be repaired in a manner satisfactory to the Engineer. The prime coat shall be maintained at all times until the cover coat is constructed. When required by the Engineer, the primed surface shall be swept prior to constructing the cover coat.

Application Rates: Application rates shall be according to the table shown in the plans and shall result in aggregate embedment between 50 and 70 percent behind the roller.

The exact rate shall be either as shown on the plans or as specified by the Engineer.

Application of Bituminous Material. The bituminous material shall be applied with a general use pressure distributor. A hand spray wand shall be used at places not covered by the distributor. The entire length of the spray bar shall be set at the height above the surface recommended by the manufacturer for even distribution of the bituminous material.

To prevent missing or overlapping at transverse joints, heavy paper shall be spread over the previously applied bituminous material and aggregate. In order to obtain a uniform application of the bituminous material, the distributor shall be traveling at the speed required for the specified rate of application when the spray bar crosses the paper. Adjacent construction, such as concrete pavement, curb and gutter, and raised reflective pavement markers shall be protected by shields, covers, or other means.

The emulsified asphalt shall not be applied when the wind conditions will inhibit uniform coverage from the fans of asphalt being applied.

Application of Aggregates. The cover coat and seal coat aggregates shall be spread evenly with an aggregate spreader over the entire surface being treated. When treating one-half of the pavement width at a time, an inside strip of uncovered emulsified asphalt 3 inches wide shall be left during construction of the first half to provide center joint overlap when the second half of the treatment is placed. In all cases, the aggregate shall be applied ahead of the truck or spreader wheels. Hand spreading will be permitted only when approved by the Engineer and, when so permitted, the aggregate shall be spread uniformly and at the approximate rate specified.

Any ridges of aggregate left by the aggregate spreader shall be smoothed out with hand brooms immediately behind the aggregate spreader.

Equipment involved in the work shall operate as close to each other as practical. The aggregate spreader shall be within 150 feet of the pressure distributor and the aggregate shall cover the asphalt emulsion within 30 seconds of application to ensure proper asphalt/aggregate adhesion.

Each aggregate truck shall be equipped with a suitable hitch for connection to the aggregate spreader while unloading. The trucks shall avoid contact between the truck body or bed and the aggregate spreader. The body or bed of the truck shall be modified, if necessary, to empty cleanly and completely into the receiving hopper of the aggregate spreader. No aggregate shall be allowed to spill onto the road surface when the truck is emptying into this hopper.

Cover Coat. Bituminous material for the cover coat shall not be applied until the previous application is acceptable to the Engineer.

At the beginning of each day's work, no bituminous material shall be applied until there is sufficient cover coat aggregate in trucks at the work site to completely cover the first application of bituminous material. The amount of surface area covered by each successive application of bituminous material shall be determined by the Engineer. In no case shall this area be greater than can be covered with cover coat aggregate and given the initial rolling while the bituminous material is still in condition to hold the aggregate.

The bituminous material, as specified for cover coat, shall be applied uniformly over the surface at the rate specified in the plans. Immediately following the application of the bituminous material, the cover coat aggregate shall be spread over the treated surface at the rate specified in the plans.

The entire surface shall be rolled immediately with a pneumatic-tired roller. Rolling shall proceed in a longitudinal direction beginning at the edges and progressing toward the center, overlapping on successive trips by at least 1/2 the width of the roller. The roller shall be operated at a speed which will not cause the aggregate to be displaced. The aggregate shall then be rolled with a separate pneumatic-tired roller until the aggregate is properly seated in the bituminous material.

Seal Coat. When constructing A-2, the seal coat shall not be started until the cover coat immediately preceding the seal coat is completed.

Application of the bituminous material and aggregate and rolling of the seal coat aggregate shall be the same as specified above for the cover coat.

During the construction period, the Contractor shall maintain the completed work. If necessary, the Contractor shall apply additional seal coat aggregate to absorb excess bitumen appearing on the surface and shall repair any areas where pickup has occurred. Upon completion of the work and after the final set of the asphalt, excess loose aggregate shall be removed.

The Contractor shall use the appropriate sweeping equipment to perform an initial sweeping after a minimum of two hours curing and not less than one hour before sunset on the day the bituminous surface treatment is placed. The initial sweeping shall remove excess aggregate by lightly sweeping each pavement lane. The sweeping shall be sufficient to prevent migration of loose aggregate back onto any part of the pavement.

The Contractor shall sweep the pavement surface as needed to remove excess aggregate to the satisfaction of the Engineer.

Opening to Traffic. The road shall be opened to traffic according to Article 701.17(c)(4).

Method of Measurement. This work will be measured for payment as follows:

(a) Contract Quantities. The requirement for use of contract quantities shall be according to Article 202.07(a).

(b) Measured Quantities. Where a pay width is shown in the plans, the payment quantity will be determined by multiplying the length measured along the centerline of the completed construction by the pay width shown in the plans. Where the area to be treated is variable in width, the area will be measured and the area computed in Square Yards.

Basis of Payment. This work will be paid for at the contract unit price per Square Yard for BITUMINOUS SURFACE TREATMENT A-2, which price shall include all labor, equipment, and materials to complete the work as specified.

Traffic Control Plan: Traffic control shall be in accordance with the applicable sections of the "Standard Specifications for Road and Bridge Construction", the applicable guidelines contained in the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", these special provisions, and any special details and Highway Standards contained herein and in the plans.

Special attention is called to Articles 107.09 and Section 107.14 of the "Standard Specifications for Road and Bridge Construction" and the following Highway Standards relating to traffic control:

701001 701006 701011 701201 701301 701306

701311 701901 BLR 21 BLR 22

During construction, FAS 699 will be closed to all traffic during construction hours from 750N to 1050 N according to Standard BLR 21. After daily construction operations have been completed, FAS 699 shall be opened to local traffic only as shown on Standard BLR 22. The Contractor shall schedule the work operations in a manner that will minimize the length of time that FAS 699 is closed. FAS 699 shall remain closed to thru-traffic until the completion of the BITUMINOUS SURFACE TREATMENT A2. Miscellaneous items to be completed after the A2 surface (ex. AGGREGATE WEDGE SHOULDER, TYPE B, AGGREGATE SURFACE COURSE, TYPE B) will be allowed to be constructed under traffic, and the Contractor shall provide the appropriate traffic control standard listed above during the work. All traffic control shall remain in-place until written approval has been granted from the Engineer to the Contractor. See “Access and Maintenance of Driveways and Streets” for providing access to residences along FAS 699.

In addition to the traffic control described in the previous paragraph, the following Highway Standards are included in the Traffic Control Plan for this project:

Standard 701001 will be used when any work is more than 15’ from the edge of the pavement of any road open to traffic. Special attention is called to the general notes of this standard requiring the use of Standard 701006.

Standard 701006 will be used when any work is within 15 feet to 24 inches from the edge of the pavement or face of curb of a 2-lane, 2-way roadway. Special attention is called to cone, drum, or barricade requirements when work operation exceeds one hour.

Standard 701011 will be used where at any time, any vehicle, equipment, workers, or their activities require an intermittent operation on the shoulder of any road open to traffic. Special attention is called to the general notes of this standard that may require the use of Standard 701301.

Standard 701201 will be used when at any time, any vehicles, equipment, workers or their activities will encroach in the area between the centerline and a line 24” outside the edge of the pavement any road open to traffic.

Standard 701301 will be used at any time, any vehicles, equipment, workers or their activities will encroach in the area between the centerline and a line 24” outside the edge of the pavement, for periods of less than 60 minutes.

Standard 701306 will be used at any time, any vehicles, equipment, workers or their activities will require an intermittent or continuous moving operation on the pavement for any posted speed. Special attention is called to the general notes of this standard that may require the use of Standard 701301.

Standard 701901 will be used in the furnishing of all traffic control devices.

Standard BLR 21 will be used during all construction hours when the contractor is on site and working, including any and all overtime hours.

Standard BLR 22 will be used outside of construction hours for local traffic only.

Access to all residences, businesses, and schools located within the project limits shall be maintained to the satisfaction of the Engineer.

The Contractor shall provide all flaggers as shown on the standards, including flaggers at side road intersections. At any time, including but not limited to, milling, pavement patching, and/or resurfacing of the pavement at side road intersections, the Contractor shall provide a flagger at each of the side roads for side road traffic control until operations have passed through the intersection. The cost of ALL flaggers that will be required for the duration of all work in accordance with the Highway Standards and this Traffic Control Plan, including all flaggers that are required at side roads and entrances remaining open to traffic including every flagger that is shown on any of the applicable Highway Standards, shall be included in the contract lump sum price for Traffic Control and Protection, (Special) and no additional compensation shall be allowed.

The Contractor shall also install additional “ROAD CLOSED AHEAD” and “ROAD CONSTRUCTION AHEAD” signs in addition to the above requirements. The “ROAD CLOSED AHEAD” signs shall be installed from the first day of construction of the project through completion of the BITUMINOUS SURFACE TREATMENT A2. After completion of the BITUMINOUS SURFACE TREATMENT A2, the “ROAD CLOSED AHEAD” signs shall be removed and “ROAD CONSTRUCTION AHEAD” signs shall be erected in the same location. The “ROAD CLOSED AHEAD” and “ROAD CONSTRUCTION AHEAD” signs shall be W20-3(O)-48 as according to Standard 701901. The signs shall be installed in the following locations and with the following text:

1. Southeast of the intersection of Burma Road / Missouri Street and Illinois Route 121 / Main Street. This is located near the SW corner of Section 30, T10N, R9E, 3rd P.M., Cumberland County. This sign shall read:

(for all work through A2 surfacing):

ROAD CLOSED AHEAD

½ MILE AHEAD

(after A2 surface complete):

ROAD CONSTRUCTION AHEAD

½ MILE AHEAD

2. Northwest of the intersection of Burma Road and 1200N. This is located near the SE corner of Section 36, T11N, R8E, 3rd P.M., Cumberland County. This sign shall read:

(for all work through A2 surfacing):

ROAD CLOSED AHEAD

1½ MILES AHEAD

(after A2 surface complete):

ROAD CONSTRUCTION AHEAD

1½ MILES AHEAD

The Contractor shall contact JULIE before installing the signs at all locations. All signs shall have a Type "A" low intensity flashing light attached to them.

All amber flashing lights to be used shall meet the requirements for a Type “A” low-intensity flashing light according to Article 1106.02 of the Standard Specifications. All lights shall operate during the hours of darkness. The Contractor is responsible for maintaining the lights in working condition at all times.

Traffic Control for any operation not covered above will be as directed by the Engineer.

The Contractor shall be responsible for furnishing, installing, relocating, and removing all traffic control devices required by the appropriate standard and as approved by the Engineer. The Contractor shall adjust and relocate traffic control devices as needed for the duration of construction. The cost of adjusting and relocating traffic control devices for the duration of construction shall be included in the contract lump sum price for Traffic Control and Protection, (Special) and no additional compensation shall be allowed.

All of the above work will be paid for at the Contract Lump Sum Price for TRAFFIC CONTROL

AND PROTECTION, (SPECIAL).

Any other traffic control required during the project shall be considered included in TRAFFIC

CONTROL AND PROTECTION, (SPECIAL).

Construction Layout: This special provision includes and expands upon the Illinois Department of Transportation Recurring Special Provision Check Sheet #9, “Construction Layout Stakes.” All additional points that the Contractor will require to be staked to construct the project shall be included in item “Construction Layout” and no additional compensation will be allowed.

Borrow Areas, Use Areas, and / or Waste Areas: In addition to the provisions contained in Article 107.22 of the Standard Specifications, any required submittal(s) to the District office shall require four (4) copies sent for processing. All copies of pictures submitted shall be in color.

STATUS OF

UTILITIES TO BE ADJUSTED

Estimated Date Name and Address of Utility Type Location Relocation Completed

Ameren Illinois Power Line Jobsite No Relocation Collinsville, Illinois Required

EJ Water Cooperative Water Line Jobsite No Relocation Dieterich, Illinois Required

Frontier Communications Communications Jobsite No Relocation Olney, Illinois Required

Metro Communications Communications Jobsite No Relocation Sullivan, Illinois Required

Village of Toledo Water, Sewer Jobsite No Relocation Toledo, Illinois Required

The utilities will be adjusted by the Owners at no cost to the section.

The above represents the best information of the Department and is only included for the convenience of the bidder. The applicable provisions of Articles 101.54, 105.07, and 107.20 of the Standard Specifications for Road and Bridge Construction shall apply.

If any utility adjustment or removal has not been completed when required by the Contractor’s operations, the Contractor should notify the Engineer in writing. A request for an extension of time will be considered to the extent the Contractor’s operations were affected.

LR107-4

State of Illinois Department of Transportation

Bureau of Local Roads and Streets

SPECIAL PROVISION

FOR

INSURANCE

Effective: February 1, 2007 Revised: August 1, 2007

All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation.

The Contractor shall name the following entities as additional insured under the Contractor’s general liability insurance policy in accordance with Article 107.27:

The entities listed above and their officers, employees, and agents shall be indemnified and held harmless in accordance with Article 107.26.

Cumberland County Highway Department

800 Industrial Drive

Toledo, IL 62468

LR 400-9

State of Illinois

Department of Transportation Bureau of Local Roads and Streets

SPECIAL PROVISION

For

FULL-DEPTH RECLAMATION (FDR) WITH CEMENT OR CEMENT SLURRY

Effective: May 1, 2021

All references to Divisions, Sections, and Articles in this Special Provision shall be construed to mean specific Divisions, Sections, and Articles in the Standard Specifications for Road and Bridge Construction adopted by the Department of Transportation.

Description. This work shall consist of constructing a base course by pulverizing in-place bituminous surface treatment or hot mix asphalt layers, portions of the aggregate base material, and/or subgrade to a specified depth and maximum size; spreading and mixing cement, water, and additives with the recycled material; and shaping, compacting, and curing the mixture.

Materials. Materials shall be according to the following Articles/Sections of the Standard Specifications.

(a) Cement (Notes 1 and 2) ..................................................................................... 1001.01(a)

(b) Concrete Admixtures (Note 2)

(c) Water

(d) Fine Aggregates (Note 3)

(e) Coarse Aggregates (Note 3)

(f) Soil for Soil-Cement Base Course (Note 4) ........................................................... 1009.03

(g) Reclaimed Asphalt Pavement (Note 5)

(h) Pulverized Material (Note 6)

(i) Bituminous Materials (Note 7)

Note 1. Bulk cement may be used for the road reclaimer method if the equipment for handling, weighing, and spreading the cement is approved by the Engineer.

Note 2. The type and allowable percentage will be described in the mix design.

Note 3. The mix design will specify gradation and quality of any additional aggregate. 100 percent of any additional aggregate shall pass a 1 1/2 in.