Letting September 18, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 61K82 COOK County Section 22-00206-00-CH (Glenview) Route FAP 348 (Waukegan Road) Project SYQD-014 () District 1 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.

September 18, 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. 61K82 COOK County Section 22-00206-00-CH (Glenview) Project SYQD-014 () Route FAP 348 (Waukegan Road) District 1 Construction Funds

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 61K82

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 i

INDEX OF SPECIAL PROVISIONS

TITLE PAGE NO.

LOCATION OF PROJECT 1

DESCRIPTION OF PROJECT 1

WORK RESTRICTIONS 1

MAINTENANCE OF ROADWAYS (D1) 1

COOK COUNTY DEPARTMENT OF TRANSPORTATION AND HIGHWAYS PERMIT

REQUIREMENTS 2

METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO PERMIT

REQUIREMENTS 2

COOPERATION WITH ADJACENT CONTRACTS 2

TREE REMOVAL RESTRICTIONS 3

DIRT CONTROL (VOG) 3

HOURS OF CONSTRUCTION (VOG) 3

NOTIFICATIONS (VOG) 4

WEEKLY MEETINGS (VOG) 4

REQUIRED SUBMITTALS (VOG) 4

FENCING AND STOCKPILING (VOG) 6

STATUS OF UTILITIES (D-1) 7

PUBLIC CONVENIENCE AND SAFETY (D1) 15

AVAILABLE REPORTS (D1 LR) 16

FRICTION AGGREGATE (D1) 17

HOT-MIX ASPHALT BINDER AND SURFACE COURSE (D1) 20

HOT-MIX ASPHALT – MIXTURE DESIGN VERIFICATION AND PRODUCTION (D1) 27

MINERALIZED CARBON DIOXIDE CONCRETE (D-1) 29

ADJUSTMENTS AND RECONSTRUCTIONS (D1) 30

DRAINAGE AND INLET PROTECTION UNDER TRAFFIC (D1) 31

SAW CUTTING 32

PROTECTION OF TREES (VOG) 33

MEDIAN REMOVAL PARTIAL DEPTH 34

GATE VALVE AND VAULT INSTALLATION (VOG) 35

ADJUSTING WATER MAIN 36

FIRE HYDRANTS TO BE ADJUSTED 37

FIRE HYDRANT TO BE REMOVED (VOG) 38

FIRE HYDRANT WITH AUXILIARY VALVE INSTALLATION (VOG) 38

DOMESTIC WATER SERVICE BOXES TO BE ADJUSTED 40

TRACER WIRE CLARIFICATION (VOG) 40

TRENCH BACKFILL CLARIFICATION (VOG) 41

WATER MAIN INSTALLATION (VOG) 42

WATER MAIN TESTING CLARIFICATION (VOG) 46

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (PROJECT SPECIFIC) 47

REBUILD EXISTING HANDHOLE 51

SHREDDED BARK MULCH 52

BENCH REMOVAL 52

TRASH RECEPTACLE RELOCATION 53

REMOVE EXISTING WATER VALVE 53

PLANTER REMOVAL 54

ii

TEMPORARY BYPASS PUMPING SYSTEM 54

BRICK PAVER REMOVAL 59

REMOVE AND RELOCATE LAWN SPRINKLER SYSTEM (VOG) 60

STUMP REMOVAL ONLY 60

EXPLORATION TRENCH (SPECIAL) 61

DETECTABLE WARNINGS (SPECIAL) (VOG) 61

HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH 61

AGGREGATE SURFACE COURSE FOR TEMPORARY ACCESS (D1) 62

WINTERIZED TEMPORARY ACCESS (D1) 63

TEMPORARY RAMP (SPECIAL) 64

STORM SEWERS, PIPE UNDERDRAINS, SANITARY SEWERS, AND WATERMAIN 65

WATER MAIN LINE STOP 66

MANHOLES, TYPE A, 6’-DIAMETER, WITH 2 TYPE 1 FRAME, CLOSED LID,

RESTRICTOR PLATE 67

SANITARY MANHOLES TO BE ADJUSTED (VOG) 67

SANITARY MANHOLES TO BE RECONSTRUCTED (VOG) 67

FRAMES AND LIDS TO BE ADJUSTED (SPECIAL) 68

FLEXIBLE DELINEATORS 68

ENGINEER’S FIELD OFFICE TYPE A (D1) 69

TELESCOPING STEEL SIGN SUPPORT (SPECIAL) (VOG) 69

RECESSED REFLECTIVE PAVEMENT MARKER (HMA) 71

RAISED REFLECTIVE PAVEMENT MARKER, REFLECTOR REMOVAL 72

RAISED REFLECTIVE PAVEMENT MARKER, REFLECTOR REPLACEMENT 73

BRICK PAVER SIDEWALK 73

CONCRETE WASHOUT FACILITY 75

PAVEMENT MARKING (SPECIAL) 76

TEMPORARY INFORMATION SIGNING 79

PORTLAND CEMENT CONCRETE SURFACE REMOVAL 80

CURED-IN-PLACE PIPE LINER 80

STORM SEWERS (WATER MAIN REQUIREMENTS) 83

TEMPORARY PAVEMENT (D1) 83

PORTLAND CEMENT CONCRETE BASE COURSE WIDENING 8-1/2” 84

PORTLAND CEMENT CONCRETE BASE COURSE WIDENING 11-1/2” 84

CURED-IN-PLACE PIPE (CIPP) 84

PLANTING WOODY PLANTS 103

PLANTING PERENNIAL PLANTS 110

SUPPLEMENTAL WATERING 112

TRASH RECEPTACLES 114

PLANTING SOIL MIX FURNISH AND PLACE 114

ORNAMENTAL FENCE 118

MASONRY COLUMN, LARGE 120

MASONRY COLUMN, SMALL 120

BENCHES 122

MASONRY WALL 123

DECORATIVE PANEL 126

FAILURE TO COMPLETE PLANT CARE AND ESTABLISHMENT WORK ON TIME 127

WEED CONTROL, PRE-EMERGENT GRANULAR HERBICIDE 128

TRAFFIC CONTROL PLAN (D1) 129

TRAFFIC CONTROL AND PROTECTION (ARTERIALS) (D1) 130

KEEPING ARTERIAL ROADWAYS OPEN TO TRAFFIC (LANE CLOSURES ONLY) 131

iii

TRAFFIC SIGNAL GENERAL REQUIREMENTS 131

RE-OPTIMIZE TRAFFIC SIGNAL SYSTEM 147

SERVICE INSTALLATION (TRAFFIC SIGNALS) 149

COILABLE NON-METALLIC CONDUIT 152

UNDERGROUND RACEWAYS 153

ROD AND CLEAN EXISTING CONDUIT 154

HANDHOLES 155

FIBER OPTIC TRACER CABLE 156

FULL-ACTUATED CONTROLLER AND CABINET 157

UNINTERRUPTABLE POWER SUPPLY, SPECIAL 159

FIBER OPTIC CABLE 163

ELECTRIC CABLE 164

EMERGENCY VEHICLE PRIORITY SYSTEM LINE SENSOR CABLE, NO. 20 3/C 164

CONCRETE FOUNDATIONS 165

LIGHT EMITTING DIODE (LED) SIGNAL HEAD AND OPTICALLY PROGRAMMED LED

SIGNAL HEAD 165

LED SIGNAL FACE, LENS COVER 169

LIGHT EMITTING DIODE (LED) PEDESTRIAN SIGNAL HEAD 169

TRAFFIC SIGNAL BACKPLATE 171

DETECTOR LOOP 172

EMERGENCY VEHICLE PRIORITY SYSTEM 174

ACCESSIBLE PEDESTRIAN SIGNALS 175

TEMPORARY TRAFFIC SIGNAL INSTALLATION 179

TEMPORARY TRAFFIC SIGNAL TIMING 185

LED INTERNALLY ILLUMINATED STREET NAME SIGN 186

REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT 189

TRAFFIC SIGNAL POST (SPECIAL) 190

STEEL COMBINATION MAST ARM ASSEMBLY AND POLE (SPECIAL) 190

REMOVE EXISTING DOUBLE HANDHOLE 192

RELOCATE EXISTING MASTER CONTROLLER 192

COMBINATION LIGHTING CONTROLLER 193

GENERAL ELECTRICAL REQUIREMENTS 195

ELECTRIC UTILITY SERVICE CONNECTION 209

ELECTRIC SERVICE INSTALLATION 210

WIRE AND CABLE 211

UNIT DUCT 212

LUMINAIRE, LED, ROADWAY 213

MAINTENANCE OF LIGHTING SYSTEMS 225

LUMINAIRE, LED, SPECIAL 229

TEMPORARY WOOD POLE 235

TEMPORARY ELECTRIC SERVICE INSTALLATION 235

TEMPORARY LUMINAIRE, LED, ROADWAY 236

TEMPORARY LIGHTING CONTROLLER 239

LIGHT POLE (SPECIAL) 239

LIGHT POLE FOUNDATION, 24” DIAMETER, OFFSET 240

FLOOD LIGHTING UNIT 240

LUMINAIRE SHIELD 241

BREAKAWAY DEVICE, COUPLING WITH ALUMINUM SKIRT OVER STAINLESS STEEL

SCREEN 241

LUMINAIRE (SPECIAL) 242

iv

TEMPORARY MAST ARM, ALUMINUM, 15FT 245

REMOVAL OF LIGHTING UNIT, SALVAGE 245

LIGHTING SYSTEM COMPLETE 245

LUMINAIRE SAFETY CABLE ASSEMBLY 246

IDOT TRAINING PROGRAM GRADUATE ON-THE-JOB TRAINING

SPECIAL PROVISION (TPG) 248

SPECIAL PROVISION FOR INSURANCE (LR 107-4) 250

SPECIAL PROVISION FOR LOCAL QUALITY ASSURANCE / QUALITY

MANAGEMENT QC/QA (LR 1030-2) 251

STORM WATER POLLUTION PREVENTION PLAN 253

MWRD PERMIT 274

IEPA WATER MAIN PERMIT 286

CCDOTH PERMIT 293

IDOT LPC-663 310

LOCAL AGENCY LPC-663 326

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 328 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 Automated Flagger Assistance Device Jan. 1, 2008 April 1, 2023 80173 331 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 333 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 350 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 354 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025 80476 Deck Slab Repair Jan. 1, 2026

* 80029 356 Disadvantaged Business Enterprise Participation Sept. 1, 2000 July 2, 2026 80467 360 Erosion Control Blanket Aug. 1, 2025 80229 363 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 366 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 368 Inlet Filters April 1, 2026

* 80477 Longitudinal Tining Jan. 1, 2026 July 1, 2026 80450 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 Aug. 1, 2025 80478 Modified Longitudinal Construction Joint Jan. 1, 2026 80464 370 Pavement Marking April 1, 2025 Nov. 1, 2025 80468 Pavement Patching Aug. 1, 2025 80441 371 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 377 Raised Reflective Pavement Markers Nov. 1, 2025 80455 378 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 July 1, 2026 80457 380 Short Term and Temporary Pavement Markings April 1, 2024 April 2, 2024 80462 384 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 Sinusoidal Rumble Strips Jan. 1, 2026 80469 Slope Wall Aug. 1, 2025 80448 386 Source of Supply and Quality Requirements Jan. 2, 2023 Jan. 1, 2026 80340 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 388 Steel Cost Adjustment April 2, 2004 Nov. 1, 2025 80480 Structural Repair of Concrete Jan. 1, 2026 80397 390 Subcontractor and DBE Payment Reporting April 2, 2018 80391 391 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80463 392 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025

File Name Pg. Special Provision Title Effective Revised 80482 393 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 395 Surveying Services April 1, 2025 80481 Temporary Concrete Barrier Jan. 1, 2026 80466 Temporary Rumble Strips April 1, 2025

* 80484 Tolerance in Thickness for Continuously Reinforced PCC Pavement July 1, 2026 80470 396 Traffic Signal Backplate Aug. 1, 2025 20338 397 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 400 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80458 Waterproofing Membrane System Aug. 1, 2024 80302 401 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 Wood Sign Support Nov. 1, 2023 80427 402 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026

* 80485 405 Work Zone Width Restriction July 1, 2026 80071 406 Working Days Jan. 1, 2002

FAP 0348 Waukegan Road Section 22-00206-00-CH

Contract 61K82 Village of Glenview

Cook County

STATE OF ILLINOIS

SPECIAL PROVISIONS

The following Special Provisions supplement the “Standard Specifications for Road and Bridge Construction”, adopted January 1, 2022 (hereinafter referred to as the "Standard Specifications"); the latest edition of the “Manual on Uniform Traffic Control Devices for Streets and Highways” (MUTCD); the “Manual of Test Procedures for Materials” in effect on the date of invitation for bids; and the “Supplemental Specifications and Recurring Special Provisions”, adopted January 1, 2026, indicated on the Check Sheet included here in which apply to and govern the construction of FAP 0348 (Waukegan Road), Section 22-00206-00- CH, Project No. SYQD(014), Contract No. 61K82, and in case of conflict with any part or parts of said specifications, the said Special Provisions shall take precedence and shall govern.

LOCATION OF PROJECT

The project is located in the Village of Glenview, Cook County. The project limits on Waukegan Road are from approximately 510 feet south to 585 feet north of East Lake Avenue. The project limits on East Lake Avenue are from approximately 945 feet west to 890 feet east of Waukegan Road. The project has a total gross and net length of 2,931.54 feet (0.555 miles).

DESCRIPTION OF PROJECT

The work consists of earth excavation, pavement and median removal, hot-mix asphalt surface removal, construction of storm sewers, hot-mix asphalt binder and surface course, combination concrete curb and gutter, traffic signal modernization, street lighting, thermoplastic and modified urethane pavement markings, sodding, and all incidental and collateral work necessary to complete the project as shown on the plans and as described herein.

WORK RESTRICTIONS

The Contractor shall not be allowed to shift traffic into the Stage 2 configuration prior to 8:59 AM on Monday, April 5, 2027, unless approved by the Engineer.

MAINTENANCE OF ROADWAYS (D1)

Effective: September 30, 1985 Revised: November 1, 1996

Beginning on the date that work begins on this project, the Contractor shall assume responsibility for normal maintenance of all existing roadways within the limits of the improvement. This normal maintenance shall include all repair work deemed necessary by

Contract 61K82 the Engineer, but shall not include snow removal operations. Traffic control and protection for maintenance of roadways will be provided by the Contractor as required by the Engineer.

If items of work have not been provided in the contract, or otherwise specified for payment, such items, including the accompanying traffic control and protection required by the Engineer, will be paid for in accordance with Article 109.04 of the Standard Specifications.

COOK COUNTY DEPARTMENT OF TRANSPORTATION AND HIGHWAYS

PERMIT REQUIREMENTS

This Project requires a permit from the Cook County Department of Transportation and Highways. It is the Contractor’s responsibility to post the required insurance certificates and bonds prior to starting any work within the County right-of-way. All work shall be performed in accordance with the approved permit included in these special provisions.

No extra compensation will be allowed the Contractor for any expense incurred by complying with the requirements of this Special Provision.

METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO

PERMIT REQUIREMENTS

This Project requires a permit from the Metropolitan Water Reclamation District of Greater Chicago (MWRD). The Village has applied for and received the permit, which is included in these special provisions.

In addition to following the requirements contained within the approved permit, the Contractor shall also coordinate with the Engineer to allow photo documentation of the soil erosion and sediment control practices as well as sanitary sewer and water main crossing installation in case the MWRD is unavailable to conduct inspections. The Contractor shall also coordinate with the Engineer to notify MWRD of the start of construction and for submittal of the MWRD Request for Inspection (RFI).

No extra compensation will be allowed the Contractor for any expense incurred by complying with the requirements of this Special Provision.

COOPERATION WITH ADJACENT CONTRACTS

The intent of this provision is to inform the Contractor that the Department is aware of adjacent contracts that are currently scheduled during the same time period as this contract.

Waukegan Road Resurfacing – IDOT

2023 Pavement Maintenance Program North Side – CCDOTH Section 23-PVMTN-00-PV

Contract 61K82

The Contractor is required to cooperate with these adjacent contracts in accordance with Section 105.08 of the Standard Specifications and may be required to modify his staging operations in order to meet these requirements.

TREE REMOVAL RESTRICTIONS

Removal of trees 3” or greater in diameter at breast height shall not be allowed between April 1st and September 30th of any year. The Contractor shall remove all trees prior to the April 1st restriction date. This sequencing shall be included in the Contractor’s schedule, and no additional compensation will be allowed the Contractor for meeting these restrictions.

DIRT CONTROL (VOG)

This work shall be done in accordance with Section 280 and Article 107.15 of the Standard Specifications except as modified herein.

Construction operations shall be conducted in such a way as to prevent tracking of debris, mud and soil onto adjacent streets. At the end of each day, the Contractor shall clean up all mud or soil, which has been tracked onto adjacent streets. Sections of streets shall be cleaned and swept by the Contractor without delays (within 24 hours) when determined by the Engineer. The sweeper used shall be a mechanical sweeper with water. If the Contractor will not fulfill cleaning/sweeping requirements provided by the Engineer, the Village reserves the right to hire a sweeping company to clean/sweep the streets at the expense of the Contractor. The Contractor will be responsible to reimburse the Village for the street sweeping expense completed by the Village. The cost associated with dirt control shall be considered included in the contract unit prices bid for the various items involved.

All existing and newly constructed drainage pipes and structures are to be kept free from any debris resulting from construction activities. All storm sewer structures in the construction zone shall be provided with Village approved sedimentation trapping filter assembly. The maintenance work consists of cleaning sediment from filter after each rain event or when determined by Engineer.

The Contractor shall comply with the National Pollutant Discharge Elimination System (NPDES) requirements.

HOURS OF CONSTRUCTION (VOG)

This work shall be done in accordance with Article 107.09 of the Standard Specifications, except as modified herein.

Per Village’s Ordinance 18-44, the Contractor shall be required to confine the work activity between 7:00 A.M. - 7:00 P.M. Monday through Friday, 9:00 A.M. - 6:00 P.M. Saturdays, 9:00 A.M. – 5:00 P.M on Sundays. Work on Saturdays and Sundays shall be coordinated and approved in writing by the Engineer at least 48 hours in advance. No work will be

Contract 61K82 permitted on Village observed holidays without the Engineer’s approval. Work activity, as intended herein, includes warming or starting up of any machinery or engines.

NOTIFICATIONS (VOG)

This work shall be done in accordance with Article 107.09 of the Standard Specifications, except as modified herein.

The Contractor shall be responsible for delivery of verbal information and/or written notification letters (supplied by the Village) to all residents affected by each phase of construction (Examples include, but are not limited to: tree removal, underground utility work, pavement removal, driveway removal, bituminous prime coat application, water/sewer service interruption and pavement placement, etc.) at least 24 hours, but not more than 72 hours, prior to commencement of the identified work. With the intent of providing access to the project sites at all times, the Contractor shall immediately respond to the Engineer’s directives regarding driveway access and any other issues which may occur unexpectedly.

The Contractor shall be responsible for posting suitable advance notice of scheduled reconstruction streets at least 24 hours, but not more than 48 hours, prior to commencement of the work. “No Parking - Police Order” signs are available upon request at the office of the Engineer. All such notices shall be removed by the Contractor immediately upon the completion of work. The cost associated with notifications shall be considered as included in the contract unit prices bid for the various items involved.

WEEKLY MEETINGS (VOG)

Regular weekly meetings between the Contractor Project Manager and the Engineer are required. The proposed Contractor’s working schedule for the next two (2) weeks shall be submitted to the Engineer during each meeting. If any modifications to the proposed schedule are requested by the Engineer, the Contractor shall adjust the proposed schedule accordingly and submit an updated two week working schedule to the Engineer by 12:00pm on Thursday the same week of the meeting.

REQUIRED SUBMITTALS (VOG)

This work shall be done in accordance with Article 105.04 of the Standard Specifications, except as modified herein.

Submit to the Engineer, for approval, shop drawings, product data and catalogue cuts for all underground piping, precast structures, castings, valves, fire hydrants prior to ordering of material.

If during construction any changes to the proposed utility layout are required, the Contractor shall generate detailed sketch and obtain Engineer’s approval for the proposed change, prior to commencing with any work deviating from the original engineering drawing.

Contract 61K82

Record Drawings Throughout the progress of the work, the Contractor shall maintain an accurate record of changes in the Plans and Contract Documents and upon completion of the work, the Contractor shall submit these recorded changes to the Engineer. The submittal of “as built” record drawings shall include, but not be limited to:

• Exact location of all structures (rim/invert elevation, station/offset, etc.)

• Water Main Valve Vaults and Valve Boxes (rim/wm depth, station/offset, etc)

• Pipe diameter, pipe material, pipe slope, etc.

• Sewer Service connections, fittings, and cleanout locations

• Water B-Box locations and water service connections

• Fire hydrants

• Exact location of all water main bends and all water main fittings

• Water main connections to existing water main

• Street Lights and Traffic Signals – location of foundations, poles, hand holes, controllers, service installation, conduits (including material and diameter)

• Locations of all existing utilities found during construction, which were not previously shown on the plans

• Drainage swales, ditches, and stormwater management areas

• Significant changes to pavement, curb & gutter, driveways, and sidewalks (horizontal layout and vertical elevations)

• Any additional information the Engineer and/or Village deems pertinent to the project record drawings.

The Contractor shall provide the following to the Engineer:

a) One (1) PDF of the complete set of plans of the final “as built” record drawings with all “as built” changes shown in red.

b) One (1) electronic Drawing File in DGN (Microstation) or DWG (AutoCAD) format, which includes exact locations of all “as built” record drawing revisions

c) One Electronic ASCII Point File(s).

i. The ASCII Point File should be as a point number followed by the point’s raw data: Northing, Easting, Elevation, and Point name (Raw Point Description) Code format – comma delimited, on CD. Example:

Point Number Northing Easting Elevation Description

1,1993774.448,1093275.480,649.193,CP

ii. Data shall be in US State Plane Coordinates System, Illinois East zone, NAD-83, NAVD-88, US Survey Feet, as opposed to an arbitrary coordinate system.

The Contractor shall call attention to deviations in the original Plans and original CAD file by drawing a “cloud” around specific locations.

In addition to the final submittal of record drawings, the Contractor shall submit an up to date record drawing when the project has reached 50% completion and/or following completion of underground utility construction.

Contract 61K82

The cost associated with required submittals shall be considered as included in the contract unit prices bid for the various items involved.

FENCING AND STOCKPILING (VOG)

No open trench or pit shall remain unprotected. It is the Contractor’s responsibility to backfill the trench and/or pit or erect a stable and secure six (6) foot high chain link fence around the perimeter of excavation, along with a steel plate over the excavation to prevent any access to the excavation without the Contractor’s permission.

All excess excavated material and delivered material from the installation of utilities and/or road shall be removed and disposed of off-site the same day. Contractor is not allowed to stockpile more than 5 cubic yards of material overnight. If any material stockpiles will remain overnight higher than two (2) feet, it is the Contractor’s responsibility to erect a stable and secure six (6) foot high chain link fence around the perimeter of the stockpiled material.

These fences shall be installed and gate/s locked at all times except when access by the Contractor is required.

The cost associated with the job-site safety, trench/pit and stockpile protection shall be considered as included in the contract unit prices bid for the various items involved.

Contract 61K82

STATUS OF UTILITIES (D-1)

Effective: June 1, 2016 Revised: April 1, 2025

Utility companies and/or municipal owners located within the construction limits of this project have provided the following information regarding their facilities and the proposed improvements. The tables below contain a description of specific conflicts to be resolved and/or facilities which will require some action on the part of the Department’s contractor to proceed with work. Each table entry includes an identification of the action necessary and, if applicable, the estimated duration required for the resolution.

UTILITIES TO BE ADJUSTED

Conflicts noted below have been identified by following the suggested staging plan included in the contract. The company has been notified of all conflicts and will be required to obtain the necessary permits to complete their work; in some instances, resolution will be a function of the construction staging. The responsible agency must relocate, or complete new installations as noted below; this work has been deemed necessary to be complete for the Department’s contractor to then work in the stage under which the item has been listed.

Stage 1 No conflicts to be resolved.

Stage 2

STAGE / LOCATION TYPE DESCRIPTION

RESPONSIBLE

AGENCY

DURATION OF

TIME

Sta. 113+26, 62’ LT Electric Pedestal Removal

ComEd

90 Days

Sta. 208+94, 50’ LT Electric Aerial Pole Removal Sta. 210+23, 60’ LT Electric Aerial Pole Removal Sta. 210+80, 41’ LT Electric Aerial Pole Removal Sta. 212+10, 39’ LT Electric Aerial Pole Removal Sta. 213+45, 37’ LT Electric Aerial Pole Removal Sta. 214+75, 36’ LT Electric Aerial Pole Removal Sta. 216+03, 36’ LT Electric Aerial Pole Removal

Sta. 216+19, 265’ LT Electric Aerial Pole Removal Sta. 216+23, 87’ LT Electric Aerial Pole Removal Sta. 217+28, 47’ RT Electric Aerial Pole Removal Sta. 217+29, 35’ LT Electric Aerial Pole Removal Sta. 218+48, 33’ LT Electric Aerial Pole Removal

Sta. 208+94 to

219+75, LT

Electric Aerial Cable

Removal

Sta. 217+30 Electric Aerial Cable

Removal

Contract 61K82

Sta. 105+03 to

109+67, RT

Electric HDPE Duct Installation

ComEd See previous page

Sta. 206+79 to

218+48, LT

Electric Concrete Encased

PVC Duct Installation

Sta. 207+21 Electric HDPE Duct Installation

Sta. 213+05 Electric HDPE Duct Installation

Sta. 216+65 Electric HDPE Duct Installation

Sta. 210+76, 58’ LT Electric Switch Gear Installation

Sta. 211+00, 58’ LT Electric Transformer Installation

Sta. 216+33, 54’ LT Electric Transformer Installation

Sta. 216+48, 61’ LT Electric Switch Gear Installation

Sta. 216+99, 38’ RT Electric Transformer Installation

Sta. 217+30, 52’ LT Electric Aerial Pole Installation

Sta. 218+48, 35’ LT Electric Aerial Pole Installation

Sta. 217+30, LT Electric Aerial Cable Installation

Sta. 218+48 to

219+75, LT

Electric Aerial Cable Installation

Sta. 111+66, 41’ LT Electric Light Pole Removal Sta. 112+18, 40’ RT Electric Light Pole Removal Sta. 112+92, 41’ LT Electric Handhole Removal Sta. 112+92, 41’ LT Electric Light Pole Removal Sta. 113+54, 39’ RT Electric Light Pole Removal Sta. 114+25, 42’ LT Electric Light Pole Removal Sta. 114+92, 41’ RT Electric Light Pole Removal Sta. 115+63, 40’ LT Electric Light Pole Removal Sta. 116+99, 38’ LT Electric Light Pole Removal Sta. 117+62, 41’ RT Electric Light Pole Removal Sta. 118+45, 40’ LT Electric Light Pole Removal Sta. 119+13, 41’ RT Electric Light Pole Removal Sta. 119+78, 40’ LT Electric Light Pole Removal Sta. 211+08 to Sta.

220+41, LT

Underground

Telephone Cable Relocation

AT&T Distribution 90 Days Sta. 217+23

Underground Telephone

Cable Installation

Contract 61K82

Sta. 211+08, 40’ LT Underground

Telephone Handhole Removal

AT&T Distribution See previous page

Sta. 211+08, 64’ LT Underground

Telephone Handhole Installation

Sta. 214+75, 37’ LT Underground

Telephone Pedestal Removal

Sta. 214+75, 49’ LT Underground

Telephone Handhole Installation

Sta. 111+16 to Sta.

113+39 LT

Underground Fiber Optic

Cable Cable Installation

Astound/RCN 42 Days

Sta. 113+39 Underground Fiber Optic

Cable Cable Installation

Sta. 210+24 to

219+75, LT

Underground Fiber Optic

Cable Cable Installation

Sta. 211+04, 44’ LT Underground Fiber Optic

Cable Pedestal Installation

Sta. 213+009, 42’ LT Underground Fiber Optic

Cable Handhole Installation

Sta. 214+52, 39’ LT Underground Fiber Optic

Cable Pedestal Installation

Sta. 216+58, 44’ LT Underground Fiber Optic

Cable Pedestal Installation

Sta. 217+30, 45’ LT Underground Fiber Optic

Cable

Node Cabinet Installation

Sta. 217+35, 45’ LT Underground Fiber Optic

Cable

Power Supply

Cabinet Installation

Sta. 217+40, 45’ LT

Fiber Optic

Cable Handhole Installation

Sta. 212+13 to

220+38, LT

Underground Cable

Aerial Cable Removal

Comcast 98 days

Sta. 212+10 to

220+38, LT

Underground Cable

Cable Installation

Sta. 217+27, LT & RT Underground

Cable Cable Installation

Sta. 212+13, 45’ LT Underground

Vault Installation

Contract 61K82

Sta. 217+27, 48’ LT

Cable Vault Installation

Comcast See previous page Sta. 218+45, 35’ LT

Underground Cable

Vault Installation

Sta. 219+16, 37’ LT Underground

Cable Vault Installation

Sta. 110+84 to

115+43, LT

Underground Gas Main

Gas Main Relocation Nicor 14 days

Sta. 210+38 to

213+21, LT

Underground Gas Main

Gas Main Relocation

Sta. 106+85, 40’ LT

Underground

Handhole Removal

Lumen Completed

Sta. 109+76, 68’ RT Underground Fiber Optic

Cable Handhole Removal

Sta. 112+70, 53’ RT Underground Fiber Optic

Cable Manhole Removal

Sta. 105+18 to

108+77, RT

Underground Fiber Optic

Cable Cable Relocation

Sta. 108+77 Underground Fiber Optic

Cable Cable Relocation

Sta. 108+77 to

117+95, LT

Underground Fiber Optic

Cable Cable Relocation

Sta. 117+95 Underground Fiber Optic

Cable Cable Relocation

Sta. 117+95 to

118+09, RT

Underground Fiber Optic

Cable Cable Relocation

Sta. 105+18, 34’ RT Underground Fiber Optic

Cable Handhole Installation

Sta. 108+77, 47’ LT Underground Fiber Optic

Handhole Installation

Sta. 113+90, 50’ LT Underground Fiber Optic

Cable Handhole Installation

Sta. 117+96, 38’ RT Underground Fiber Optic

Handhole Installation

Contract 61K82

Sta. 117+96, 47’ LT

Fiber Optic

Cable Handhole Installation Lumen

See previous page

Sta. 109+57, 72’ RT Underground Fiber Optic

Handhole Removal

MCI/Verizon

19 Days

Sta. 111+54 to

111+74, LT

Underground Fiber Optic

Cable Cable Relocation

Sta. 112+91 to

113+11, RT

Underground

Cable Relocation

Sta. 113+85 to

114+05, RT

Underground Fiber Optic

Cable Cable Relocation

Sta. 114+22 to

114+42, RT

Underground Fiber Optic

Cable Cable Relocation

Sta. 117+05 to

117+25, RT

Underground Fiber Optic

Cable Cable Relocation

Sta. 210+12 to

219+75, LT

Underground Fiber Optic

Cable Cable Installation

Sta. 217+20 Underground Fiber Optic

Cable Cable Installation

Sta. 211+93 to

212+13, RT

Underground Fiber Optic

Cable Cable Relocation

Sta. 217+14, 31’ RT Underground Fiber Optic

Cable Handhole Installation

Sta. 217+29, 43’ LT Underground Fiber Optic

Cable Handhole Installation

Sta. 111+20, 42’ RT Underground Fiber Optic

Cable

Handhole Vertical Adjustment

Sta. 203+33 to

214+14, RT

Underground Telephone

Cable Installation

AT&T Teleport 21 Days Sta. 203+33, 41’ RT Underground

Telephone Handhole Installation

Sta. 214+14, 42’ RT Underground

Telephone Handhole Installation

Contract 61K82

Sta. 110+61 to

118+88, LT

Underground Telephone

Cable Installation

AT&T Teleport See previous page

Sta. 118+88, 42’ LT Underground

Telephone Handhole Installation

Sta. 208+85, 42’ RT Underground

Telephone Manhole Vertical

Adjustment

Sta. 208+78, 42’ LT Underground

Telephone Manhole Vertical

Adjustment

Stage 3

AGENCY

DURATION OF

TIME

Sta. 214+07, 44’ LT Underground

Gas Main Gas Valve Vertical

Adjustment Nicor 1 Day

Stage 4 No conflicts to be resolved.

Stage 5

AGENCY

DURATION OF

TIME

Sta. 209+10, 46’ LT Underground

Gas Main Gas Valve Vertical

Adjustment

Nicor 5 days

Sta. 209+23, 60’ LT Underground

Gas Main Gas Valve Vertical

Adjustment

Sta. 210+28, 46’ LT Underground

Gas Main Gas Valve Vertical

Adjustment

Sta. 210+38, 45’ LT Underground

Gas Main Gas Valve Vertical

Adjustment

Sta. 106+03, 23’ LT Underground

Gas Main Gas Valve Vertical

Adjustment

Stage 1: _ 0 Days Total Installation Stage 2: __374__ Days Total Installation Stage 3: __1__ Days Total Installation Stage 4: __0__ Days Total Installation Stage 5: __5__ Days Total Installation

Contract 61K82

The following contact information is what was used during the preparation of the plans as provided by the Agency/Company responsible for resolution of the conflict.

Agency/Company Responsible to

Resolve Conflict

Name of contact

Phone E-mail address

AT&T – Distribution Robert Palumbo (847) 703-0715 rp1393@att.com AT&T - Teleport Jason Sterenberg (708) 240-9085 jsterenberg@networkconnex.com

Comcast Thomas Munar (224) 229-5851 thomas_munar@comcast.com ComEd Nathan Onchuck (779) 231-3026 nathan.onchuck@comed.com Lumen Katherine Waltz (312) 253-1800 kwaltz@hbkengineering.com

MCI/Verizon Kendrick Lomax (312) 612-5216 x209 klomax@telecom-eng.com Nicor Nicholas Groselak (630) 388-3612 x2ngrose@southernco.com

Astound/WOW Marvin Hazley (630) 631-2594 marvin.hazley@astound.com

UTILITIES TO BE WATCHED AND PROTECTED

The areas of concern noted below have been identified by following the suggested staging plan included for the contract. The information provided is not a comprehensive list of all remaining utilities, but those which during coordination were identified as ones which might require the Department’s contractor to take into consideration when making the determination of the means and methods that would be required to construct the proposed improvement. In some instances, the contractor will be responsible to notify the owner in advance of the work to take place so necessary staffing on the owner’s part can be secured.

Pre-Stage

No facilities requiring extra consideration.

Stage 1

No facilities requiring extra consideration.

Stage 2

STAGE / LOCATION TYPE DESCRIPTION OWNER

Sta. 117+50, 48’ RT Underground Fiber Optic

Cable

Watch line during installation of proposed valve vault MCI/Verizon

Stage 3

Stage 4

Contract 61K82

Stage 5

The following contact information is what was used during the preparation of the plans as provided by the owner of the facility.

Agency/Company Responsible to

Resolve Conflict

Name of contact

Phone E-mail address

AT&T – Distribution Robert Palumbo (847) 703-0715 rp1393@att.com AT&T - Teleport Jason Sterenberg (708) 240-9085 jsterenberg@networkconnex.com

Comcast Thomas Munar (224) 229-5851 thomas_munar@comcast.com ComEd Axl Davis (779) 231-2969 axl.davis@comed.com Lumen Katherine Waltz (312) 253-1800 kwaltz@hbkengineering.com

MCI/Verizon Kendrick Lomax (312) 612-5216 x209 klomax@telecom-eng.com Nicor Nicholas Groselak (630) 388-3612 x2ngrose@southernco.com

Astound/WOW Marvin Hazley (630) 631-2594 marvin.hazley@astound.com

The above represents the best information available to the Department and is included for the convenience of the bidder. The days required for conflict resolution should be considered in the bid as this information has also been factored into the timeline identified for the project when setting the completion date. The applicable portions of the Standard Specifications for Road and Bridge Construction shall apply.

Estimated duration of time provided above for the first conflicts identified will begin on the date of the executed contract regardless of the status of the utility relocations. The responsible agencies will be working toward resolving subsequent conflicts in conjunction with contractor activities in the number of days noted.

The estimated relocation duration must be part of the progress schedule submitted by the contractor. A utility kickoff meeting will be scheduled between the Department, the Department’s contractor, and the utility companies when necessary.

The contractor is responsible for contacting JULIE (or DIGGER within the City of Chicago) prior to any excavation work. Please note that IDOT electrical facilities are not part of the one-call locating services, such as JULIE or DIGGER.

If the contract requires the services of an electrical contractor, it is the contractor’s responsibility, at their own expense, to locate existing IDOT electrical facilities before commencing work. For contracts that do not require an electrical contractor, the contractor may request one free locate of IDOT electrical facilities by contacting the Department’s Electrical Maintenance Contractor. Additional locate requests will be at the contractor’s expense.

The Department’s Electrical Maintenance Contractor must be notified at least 72 hours in advance of the work by calling 773-287-7600 or emailing dispatch@meade100.com to arrange for the locating of underground electrical facilities.

Contract 61K82

Please note, the marking of underground facilities does not absolve the contractor of their responsibility to repair or replace any facilities damaged during construction at their expense.

PUBLIC CONVENIENCE AND SAFETY (D1)

Effective: May 1, 2012 Revised: July 15, 2012

Add the following to the end of the fourth paragraph of Article 107.09:

“If the holiday is on a Saturday or Sunday, and is legally observed on a Friday or Monday, the length of Holiday Period for Monday or Friday shall apply.”

Add the following sentence after the Holiday Period table in the fourth paragraph of Article 107.09:

“The Length of Holiday Period for Thanksgiving shall be from 5:00 AM the Wednesday prior to 11:59 PM the Sunday After”

Delete the fifth paragraph of Article 107.09 of the Standard Specifications:

“On weekends, excluding holidays, roadways with Average Daily Traffic of 25,000 or greater, all lanes shall be open to traffic from 3:00 P.M. Friday to midnight Sunday except where structure construction or major rehabilitation makes it impractical.”

Contract 61K82

AVAILABLE REPORTS (D1 LR)

Effective: July 1, 2021

☐ No project specific reports were prepared.

When applicable, the following checked reports and record information is available for Bidders’ reference upon request:

☐ Record structural plans

☒ Preliminary Site Investigation (PSI) (IDOT ROW)

☒ Preliminary Site Investigation (PSI) (Local ROW)

☒ Preliminary Environmental Site Assessment (PESA) (IDOT ROW)

☒ Preliminary Environmental Site Assessment (PESA) (Local ROW)

☒ Soils/Geotechnical Report

☐ Boring Logs

☐ Pavement Cores

☐ Location Drainage Study (LDS)

☐ Hydraulic Report

☐ Noise Analysis

☐ Other:

Those seeking these reports should request access from:

Ms. Adrianna Webb Village of Glenview 2500 East Lake Avenue Glenview, IL 60026 847.904.4400 awebb@glenview.il.us

Contract 61K82

FRICTION AGGREGATE (D1)

Effective: January 1, 2011 Revised: December 1, 2021

Revise Article 1004.03(a) of the Standard Specifications to read:

“1004.03 Coarse Aggregate for Hot-Mix Asphalt (HMA). The aggregate shall be according to Article 1004.01 and the following.

(a) Description. The coarse aggregate for HMA shall be according to the following table.

Use Mixture Aggregates Allowed

Class A Seal or Cover Allowed Alone or in Combination 5/:

Gravel Crushed Gravel Carbonate Crushed Stone Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag Crushed Concrete

HMA

Low

ESAL

Stabilized Subbase or Shoulders

Allowed Alone or in Combination 5/:

Gravel Crushed Gravel Carbonate Crushed Stone Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag1/

Crushed Concrete

HMA

High

ESAL

Low

ESAL

Binder

IL-19.0

or IL-19.0L

SMA Binder

Allowed Alone or in Combination 5/

6/:

Crushed Gravel Carbonate Crushed Stone2/ Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Concrete3/

Contract 61K82

HMA

High

ESAL

Low

ESAL

C Surface and Binder

IL-9.5

IL-9.5FG

or IL-9.5L

Allowed Alone or in Combination 5/:

Crushed Gravel Carbonate Crushed Stone2/ Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag4/ Crushed Concrete3/

HMA

High

ESAL

D Surface and Binder

IL-9.5

or IL-9.5FG

Allowed Alone or in Combination 5/:

Crushed Gravel Carbonate Crushed Stone (other than Limestone)2/ Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag4/

Other Combinations Allowed:

Up to... With...

25% Limestone

Dolomite

50% Limestone

Any Mixture D aggregate other than Dolomite

75% Limestone

Crushed Slag (ACBF) or Crushed Sandstone

HMA

High

ESAL

E Surface

IL-9.5

SMA

Ndesign 80 Surface

Allowed Alone or in Combination 5/

6/:

Crushed Gravel

Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag

No Limestone.

Contract 61K82

50% Dolomite2/

Any Mixture E aggregate

75% Dolomite2/

Crushed Sandstone, Crushed Slag

(ACBF),

Crushed Steel Slag, or Crystalline Crushed Stone

75% Crushed Gravel2/

Crushed Sandstone, Crystalline Crushed Stone, Crushed Slag (ACBF), or Crushed Steel Slag

HMA

High

ESAL

F Surface

IL-9.5

SMA

Ndesign 80 Surface

Allowed Alone or in Combination 5/

6/:

Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag No Limestone.

50% Crushed Gravel2/ or Dolomite2/

Crushed Sandstone, Crushed Slag

(ACBF),

Crushed Steel Slag, or Crystalline Crushed Stone

1/ Crushed steel slag allowed in shoulder surface only.

2/ Carbonate crushed stone (limestone) and/or crushed gravel shall not be used in SMA

Ndesign 80.

3/ Crushed concrete will not be permitted in SMA mixes.

Contract 61K82

4/ Crushed steel slag shall not be used as binder.

5/ When combinations of aggregates are used, the blend percent measurements shall be by volume.”

6/ Combining different types of aggregate will not be permitted in SMA Ndesign 80.”

HOT-MIX ASPHALT BINDER AND SURFACE COURSE (D1)

Effective: November 1, 2019 Revised: April 1, 2026

Add the following to the end of Article 406.06(c) of the Standard Specifications:

“ The amount of HMA binder course placed shall be limited to that which can be surfaced during the same construction season.”

Revise the fifteenth through eighteenth paragraphs of Article 406.14 of the Standard Specifications to read:

“ The mixture used in constructing acceptable HMA test strips will be paid for at the contract unit price. Unacceptable HMA test strips shall be removed and replaced at no additional cost to the Department.”

Revise Article 1004.03(c) to read:

“(c) Gradation. The coarse aggregate gradations shall be as listed in the following table.

Use Size/Application Gradation No.

Class A-1, A-2, & A-3 3/8 in. (10 mm) Seal CA 16 or CA 20

Class A-1 1/2 in. (13 mm) Seal CA 15

Class A-2 & A-3 Cover Coat CA 14

HMA High ESAL

IL-19.0;

Stabilized Subbase IL-19.0

CA 11 1/

SMA 12.5 2/ CA 134/, CA 14, or CA 16

SMA 9.5 2/ CA 133/4/ or CA 163/

IL-9.5 CA 16, CM 134/

IL-9.5FG CA 16

HMA Low ESAL

IL-19.0L CA 11 1/

IL-9.5L CA 16

1/ CA 16 or CA 13 may be blended with the CA 11.

2/ The coarse aggregates used shall be capable of being combined with the fine aggregates and mineral filler to meet the approved mix design and the mix requirements noted herein.

Contract 61K82

3/ The specified coarse aggregate gradations may be blended.

4/ CA 13 shall be 100 percent passing the 1/2 in. (12.5mm) sieve.”

Revise Article 1004.03(e) of the Standard Specifications to read:

“(e) Absorption. For SMA the coarse aggregate shall also have water absorption

≤ 2.0 percent.”

Revise the “High ESAL” portion of the table in Article 1030.01 to read:

“High ESAL Binder Courses

IL-19.0, IL-9.5, IL-9.5FG, IL-4.75,

SMA 12.5, SMA 9.5

Stabilized Subbase IL-19.0

Surface Courses

IL-9.5, IL-9.5FG,

SMA 12.5, SMA 9.5”

Revise Note 2. and add Note 6 to Article 1030.02 of the Standard Specifications to read:

“Item Article/Section

(g)Performance Graded Asphalt Binder (Note 6) 1032

(h) Fibers (Note 2)

Note 2. A stabilizing additive such as cellulose or mineral fiber shall be added to the SMA mixture according to Illinois Modified AASHTO M 325. The stabilizing additive shall meet the Fiber Quality Requirements listed in Illinois Modified AASHTO M 325. Prior to approval and use of fibers, the Contractor shall submit a notarized certification by the producer of these materials stating they meet these requirements. Reclaimed Asphalt Shingles (RAS) may be used in Stone Matrix Asphalt (SMA) mixtures designed with an SBA polymer modifier as a fiber additive if the mix design with RAS included meets AASHTO T305 requirements. The RAS shall be from a certified source that produces either Type I or Type 2. Material shall meet requirements noted herein and the actual dosage rate will be determined by the Engineer.

Note 6. The asphalt binder shall be an SBS PG 76-28 when the SMA is used on a full-depth asphalt pavement and SBS PG 76-22 when used as an overlay, except where modified herein.