Resurface 800 N Road.pdf

Letting June 12, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 87895 IROQUOIS County Section 24-00130-08-WR Route FAS 334 (800n Road) Project BZBK-106 () District 3 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. 87895 IROQUOIS County Section 24-00130-08-WR Project BZBK-106 () Route FAS 334 (800n Road) District 3 Construction Funds

Resurface 800 N Road from I-57 ramps to US 45.

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 87895

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

County: IROQUOIS Route: FAS 334

Section: 24-00130-08-WR Project: BZBK(106)

Contract: 87895

INDEX

SPECIAL PROVISIONS

DESCRIPTION OF WORK…………………………………………………………………………1

JOINT UTILITY LOCATING INFORMATION FOR EXCAVATORS……………...…………...1

PRECAUTIONS FOR UTILITIES…………………………………………………...……………..1

FIELD MEETING……………………………………………………………………...……………1

WORK ZONE PAVEMENT MARKING……………………………………………..……………2

HOT-MIX ASPHALT SURFACE REMOVAL 1 1/2"……..………………………..……………..2

HOT-MIX ASPHALT BINDER COURSE, IL-9.5, N50…………...………………..……………..2

HOT-MIX ASPHALT SURFACE COURSE, IL-19.0, MIX “C”, N50…….………..……………..3

CLASS D PATCHES 15”……………………………...……………………………..……………..3

AGGREGATE SHOULDER, TYPE B………………...……………………………..……………..3

PERMANENT SURVEY MARKERS……………………………………………….……………..4

TRAFFIC CONTROL AND PROTECTION, SPECIAL…………………………………….……..4

PAINT PAVEMENT MARKING – LINE 4"………………………………………………….……5

GROOVING FOR RECESSED PAVEMENT MARKING…...……………………..………….….5

CROSSING STURCTURES WITH MATERIAL TRANSFER DEVICE

EARTH EXCAVATION (WIDENING)………………………………………………….…………6

HOT-MIX ASPHALT SHOULDERS...………………………………………………….…………6

RUMBLE STRIPS……………………………………………….…………………………………..6

LR107-4 INSURANCE 7

LR702 CONSTRUCTION AND MAINTENANCE SIGNS 8

LR1030-2 LOCAL QUALITY ASSURANCE / QUALITY MANAGEMENT QC/QA 9

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 11 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 28 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 32 Hot-Mix Asphalt Jan. 1, 2024 April 1, 2026 80446 36 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 38 Pavement Marking April 1, 2025 Nov. 1, 2025 80468 39 Pavement Patching Aug. 1, 2025

* 80441 40 Performance Graded Asphalt Binder Jan 1, 2023 April 1, 2026 80459 Preformed Plastic Pavement Marking June 2, 2024 3426I 46 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80473 Raised Reflective Pavement Markers Nov. 1, 2025

* 80455 47 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 49 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 53 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 55 Subcontractor and DBE Payment Reporting April 2, 2018 80391 56 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80463 57 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025

File Name Pg. Special Provision Title Effective Revised

* 80482 58 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 60 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 61 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 62 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026 80071 65 Working Days Jan. 1, 2002

Section: 24-00130-08-WR Project: BZBK(106)

ILLINOIS DEPARTMENT

OF TRANSPORTATION

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", adopted January 1, 2022, the latest edition of the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of section 24-00130-08-WR, 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

This section consists of constructing a Hot-Mix Asphalt Surface Course, Hot-Mix Asphalt Binder Course, Aggregate Shoulders and all other work necessary to complete the project according to the plans and specifications. County Highway 9 starts at 300 East Road (300E/800N) from Station 318+30 heading easterly to Station 393+16 ending at US 45.

JOINT UTILITY LOCATING INFORMATION FOR EXCAVATORS

The Contractor’s attention is directed to the fact that there exists within the State of Illinois a Joint Utility Locating Information for Excavators (J.U.L.I.E) System. Utility companies, municipalities with gas mains and a number of others are a part of this system.

Instead of the Contractor notifying each individual utility owner that he will be working within the area, it will be necessary to call the number of the Joint Utility Locating Information for Excavators System which is (800) 892-0123 and they will notify all utility companies involved that their respective utility should be located. A minimum of 48 hours advance notice is required and the political name of the township where the work is located, as shown on the cover sheet, along with other location information such as land section and quarter section will have to be given.

PRECAUTIONS FOR UTILITIES

The Contractor shall take whatever precautions may be necessary to protect the property of the various public utilities which may be located underground or above ground, at or adjacent to the site of this improvement.

FIELD MEETING

The Engineer and a Contractor’s representative directly involved with the planned paving operations shall meet on the job site 48 hours in advance of start up to discuss project specifics.

Failure to schedule this meeting will postpone the beginning of work.

Section: 24-00130-08-WR Project: BZBK(106)

WORK ZONE PAVEMENT MARKING

This highway is not exempt from the requirements regarding NO PASSING ZONE PAVEMENT MARKINGS. Short-Term and Temporary Pavement Marking Line 4" Paint, where required, shall be completed in accordance with the Standard Specification.

Measurement and Payment: These items shall be measured by the FOOT and paid for at the contract unit price for SHORT–TERM PAVEMENT MARKING or TEMPORARY

PAVEMENT MARKING LINE 4" PAINT.

HOT-MIX ASPHALT SURFACE REMOVAL 1 1/2"

This work shall be performed in accordance with the applicable portions of Section 440 of the Standard Specifications and the following additional requirements.

The HMA Surface Removal 1 1/2" shall be 20’ wide from Sta. 318+30 to Sta. 318+99; 24’ wide from Sta. 318+99 to Sta. 330+00; 24’ wide from Sta. 340+60 to Sta. 351+96; both 8’ paved shoulders from Sta. 340+60 to Sta. 351+96; 22’ wide from Sta. 351+96 to Sta. 353+57.50; 22’ wide from Sta. 354+88.50 to Sta. 391+97; and 391+97 to 393+16 including the paved shoulders and the intersection radii as detailed in the plans. Further, this work shall be performed from Sta.

391+96 to Sta. 391+97 prior to performing the work associated with the HMA Shoulders in this area.

This work shall be paid for at the contract unit price per SQUARE YARD for HMA SURFACE

REMOVAL 1 1/2.

HOT-MIX ASPHALT BINDER COURSE, IL 9.5, N50

The pay item includes the 8’ paved shoulders LT & RT from Sta. 340+60 to Sta. 351+96 incidental to the pay item HOT-MIX ASPHALT BINDER COURSE, IL 9.5, N50. The quantity required is included in the total quantity for HOT-MIX ASPHALT BINDER COURSE, IL 9.5, N50.

Measurement and Payment: This items shall be measured by the TON and paid for at the contract unit price for HOT-MIX ASPHALT BINDER COURSE, IL 9.5, N50.

Section: 24-00130-08-WR Project: BZBK(106)

HOT-MIX ASPHALT SURFACE COURSE, IL 9.5, MIX “C”, N50

The pay item includes the 8’ paved shoulders LT & RT from Sta. 318+99 to Sta. 330+00 and from Sta. 340+60 to Sta. 351+96 incidental to the pay item HOT-MIX ASPHALT BINDER COURSE, IL 9.5, MIX “C”, N50. The quantity required is included in the total quantity for

HOT-MIX ASPHALT BINDER COURSE, IL 9.5, MIX “C”, N50.

Measurement and Payment: This items shall be measured by the TON and paid for at the contract unit price for HOT-MIX ASPHALT BINDER COURSE, IL 9.5, MIX “C”, N50.

CLASS D PATCHES - 15"

This work shall be completed according to applicable portions of Section 442 of the Standard Specifications, the details in the plans and as directed by the Engineer. No extra payment will allowed for saw cuts through the existing ± 12" of PCC Pavement and HMA SUBBASE, which shall be considered incidental to the pay items for Class D Patches 12". Further, this work shall be performed prior to the completion of the work associated with the HMA Surface Removal 1 1/2".

Measurement and Payment: This work will be paid for at the contract unit price per SQ YD for Class D Patches - 15" – TYPE II or III.

AGGREGATE SHOULDER, TYPE B

The aggregate shoulders shall be spread through an approved spreader box or as directed by the Engineer. In addition, aggregate material shall be spread around all Incidental Hot-Mix Asphalt Surfacing Locations as shown on the plans. Aggregate that is placed around the Incidental Hot- Mix and on Field Entrance locations will not be paid for separately, but shall be considered incidental to Aggregate Shoulder, Type B and shall be paid for as the pay item. Adequate time after finishing the surface course shall elapse before placing the material to reduce the possibility of damaging the Surface Course. The use of reclaimed pavement (RAP) as Aggregate Shoulders, Type B or Aggregate Wedge Shoulder, Type B is not allowed on this project.

Measurement and Payment: This item shall be measured by the TON and paid for at the contract unit price for AGGREGATE SHOULDER, TYPE B, which price shall be payment in full for furnishing all material, labor, and equipment required for this item as specified.

Section: 24-00130-08-WR Project: BZBK(106)

PERMANENT SURVEY MARKERS

This work shall be completed in accordance with Section 667 and consists of installing new bronze survey markers into the new HMA Surface. The Permanent Survey Markers will be provided by the Iroquois County Highway Department. Before placement of the Binder Course and after placement of the HMA Surface Course, all existing survey marker points shall be tied and untied by a Professionally Licensed Land Surveyor and marked with the use of a metal die after the marker has been installed.

Measurement and Payment: The work of tying, untying, installation and marking the permanent survey markers shall be paid for at the contract unit price per EACH for PERMANENT

SURVEY MARKERS.

TRAFFIC CONTROL AND PROTECTION, SPECIAL

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 or in the plans and the Standard Specifications for Traffic Control Items. Additionally, Road Construction Ahead signs with the appropriate directional arrow shall be installed along US 45 in advance of CH 9 and Road Construction Ahead signs shall be installed on the I-57, Buckley, exit ramps. Traffic Control and Protection Standards included in this contract are 701301, 701306, 701311, 701326 & 701901. All Traffic Control Standards that are utilized throughout this contract shall be paid for as the pay item –X7010216 – TRAFFIC CONTROL AND PROTECTION, SPECIAL and shall be paid for at the contract unit price as a LUMP SUM.

Construction Signs - Four (4) G20-1 signs, two (2) G20-2 signs and four (4) W20-1 signs as defined in Sec 6F.48, 6F.49, and 6F.17 respectively of the Manual on Uniform Traffic Control Devices, shall be furnished and post mounted at the termini of the project or at locations designated by the Engineer. In addition, as indicated in Article 701.17(c), G20-I100 - “No Passing Zones Not Striped Next _ Miles” signs shall be required. W8-I107 signs shall be placed in advance of the HMA SURFACE REMOVAL 1 1/2 location(s). The Engineer will furnish all information to complete the signs. The costs to furnish, erect, maintain, and remove the signs and posts will be considered incidental to the contract pay item Traffic Control and Protection, Special. The signs and posts shall remain the property of the Contractor.

Section: 24-00130-08-WR Project: BZBK(106)

PAINT PAVEMENT MARKING – LINE 4"

This work shall be completed in accordance with Section 780 and consist of furnishing and applying pavement markings. Two separate applications of paint pavement marking material shall be applied and glass beads shall be included in both applications.

Measurement and Payment: This item shall be measured by the FOOT and paid for at the contract unit price for PAINT PAVEMENT MARKING – LINE 4".

GROOVING FOR RECESSED PAVEMENT MARKINGS

This work shall consist of Grooving for Recessed Pavement Marking 5” - 25" and Grooving for Recessed Pavement Marking, Letters & Symbols at the locations where Thermoplastic Pavement Marking – Line 4” - 24" and Thermoplastic Pavement Marking - Letters & Symbols are to be placed. These are for the islands at the I-57 ramps, the railroad markings for the Illinois Central Railroad at Sta. 392+01.50, and the island at US 45.

Measurement and Payment: This item shall be measured by the FOOT and paid for at the contract unit price for the specified pay item GROOVING FOR RECESSED PAVEMENT MARKING 5” - 25" and measured by the SQUARE FOOT and paid for at the contract unit price for

GROOVING FOR RECESSED PAVEMENT MARKING, LETTERS & SYMBOLS.

CROSSING STRUCTURES WITH MATERIAL TRANSFER DEVICE

There are two structure within the specified construction zone.

Structure 038-3011 may be crossed by a loaded MTD.

Structure 038-0076 may ONLY be crossed by an empty Category I MTD with a maximum gross weight of 40 Tons.

unit price for MATERIAL TRASFER DEVICE.

Section: 24-00130-08-WR Project: BZBK(106)

EARTH EXCAVATION (WIDENING)

This work shall be completed in accordance with Section 202 and consist of removing the existing shoulder at the locations designated on Sheets 9 of the plans to allow for the construction of the proposed HMA Shoulder. Upon completion of the HMA Shoulder, the front slope shall be reshaped as necessary to assure that there is not a drop off between the completed shoulder and the existing shoulder. Any reshaping of the shoulder which might be required by the engineer will not be paid for separately, but shall be considered incidental to EARTH EXCAVATION

(WIDENING).

Measurement and Payment: This item shall be measured by the CUBIC YARD and paid for at the contract unit price for EARTH EXCAVATION (WIDENING).

HOT-MIX ASPHALT SHOULDERS

This work shall be completed in accordance with Section 482 and consists of paving Hot-Mix Asphalt Shoulders on County Highway 9. The material to be used shall be 4" of Hot-Mix Asphalt Binder Course, IL-19.0, N50 for the bottom lift(s). The Hot-Mix Asphalt material shall be placed in 1 lift and shall reach the required density as per Section 482. The top lifts shall consist of 1 1/2" HMA Binder Course, IL-9.5, N50 and 1 1/2" Hot-Mix Asphalt Surface Course, IL-9.5, Mix “C”, N50 and shall be paved contiguous with the mainline Hot-Mix Asphalt. The 1 1/2" Binder Course and 1 1/2" Hot-Mix Asphalt Surface Course quantities to be placed over the Hot-Mix Asphalt Shoulders have been included in the quantities for each pay item and no additional payment will be made. See plan Sheet 9 for notes, locations and details.

Before the end of each construction day the Contractor shall bring the opened trench up to within 1 ½" elevation of the adjacent pavement so as not to leave a drop off into the Earth Excavation Widening trench. If the Contractor is incapable of filling the existing trench as specified, the Contractor shall furnish Traffic Control and Traffic Control Surveillance as stated in Article 701.10.

unit price for HOT-MIX ASPHALT SHOULDERS.

RUMBLE STRIPS

This work shall consist of placing Rumble Strips at Stations 382+85 to 383+10 RT, 388+00 to 388+25 RT, and 390+00 to 390+25 RT.

Measurement and Payment: This item shall be measured by the EACH and paid for at the contract unit price for RUMBLE STRIPS.

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.

LR 702

State of Illinois Department of Transportation

Bureau of Local Roads and Streets

SPECIAL PROVISION

FOR

CONSTRUCTION AND MAINTENANCE SIGNS

Effective: January 1, 2004 Revised: June 1, 2007

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

701.14. Signs. Add the following paragraph to Article 701.14:

All warning signs shall have minimum dimensions of 1200 mm x 1200 mm (48" x 48") and have a black legend on a fluorescent orange reflectorized background, meeting, as a minimum, Type AP reflectivity requirements of Table 1091-2 in Article 1091.02.

LR1030‐2

State of Illinois

DEPARTMENT OF TRANSPORTATION

Bureau of Local Roads & Streets

SPECIAL PROVISION

FOR

LOCAL QUALITY ASSURANCE/ QUALITY MANAGEMENT QC/QA

Effective: January 1, 2022

Replace the first five paragraphs of Article 1030.06 of the Standard Specifications with the following:

“ 1030.06 Quality Management Program. The Quality Management Program (QMP) will be Quality Control / Quality Assurance (QC/QA) according to the following.”

Delete Article 1030.06(d)(1) of the Standard Specifications.

Revise Article 1030.09(g)(3) of the Standard Specifications to read:

“ (3) If core testing is the density verification method, the Contractor shall provide personnel and equipment to collect density verification cores for the Engineer. Core locations will be determined by the Engineer following the document “Hot-Mix Asphalt QC/QA Procedure for Determining Random Density Locations” at density verification intervals defined in Article 1030.09(b). After the Engineer identifies a density verification location and prior to opening to traffic, the Contractor shall cut a 4 in. (100 mm) diameter core. With the approval of the Engineer, the cores may be cut at a later time.”

Revise Article 1030.09(h)(2) of the Standard Specifications to read:

“ (2) After final rolling and prior to paving subsequent lifts, the Engineer will identify the random density verification test locations. Cores or nuclear density gauge testing will be used for density verification. The method used for density verification will be as selected below.

Density Verification Method Cores

Nuclear Density Gauge (Correlated when paving ≥ 3,000 tons per mixture)

Density verification test locations will be determined according to the document “Hot- Mix Asphalt QC/QA Procedure for Determining Random Density Locations”. The density testing interval for paving wider than or equal to 3 ft (1 m) will be 0.5 miles (800

m) for lift thicknesses of 3 in. (75 mm) or less and 0.2 miles (320 m) for lift thicknesses greater than 3 in. (75 mm). The density testing interval for paving less than 3 ft (1 m) wide will be 1 mile (1,600 m). If a day’s paving will be less than the prescribed density testing interval, the length of the day’s paving will be the interval for that day. The density testing interval for mixtures used for patching will be 50 patches with a minimum of one test per mixture per project.

If core testing is the density verification method, the Engineer will witness the Contractor coring, and secure and take possession of all density samples at the

X

LR1030‐2

density verification locations. The Engineer will test the cores collected by the Contractor for density according to Illinois Modified AASHTO T 166 or AASHTO T 275.

If nuclear density gauge testing is the density verification method, the Engineer will conduct nuclear density gauge tests. The Engineer will follow the density testing procedure detailed in the document “Illinois Modified ASTM D 2950, Standard Test Method for Density of Bituminous Concrete In-Place by Nuclear Method”.

A density verification test will be the result of a single core or the average of the nuclear density tests at one location. The results of each density test must be within acceptable limits. The Engineer will promptly notify the Contractor of observed deficiencies.”

Revise the seventh paragraph and all subsequent paragraphs in Section D. of the document “Hot-Mix Asphalt QC/QA Initial Daily Plant and Random Samples” to read:

“Mixtures shall be sampled from the truck at the plant by the Contractor following the same procedure used to collect QC mixture samples (Section A). This process will be witnessed by the Engineer who will take custody of the verification sample. Each sample bag with a verification mixture sample will be secured by the Engineer using a locking ID tag. Sample boxes containing the verification mixture sample will be sealed/taped by the Engineer using a security ID label.”

CEMENT, FINELY DIVIDED MINERALS, ADMIXTURES, CONCRETE, AND MORTAR (BDE)

Effective: January 1, 2025 Revised: January 1, 2026

Revise the first paragraph of Article 285.05 of the Standard Specifications to read:

“ 285.05 Fabric Formed Concrete Revetment Mat. The grout shall consist of a mixture of cement, fine aggregate, and water so proportioned and mixed as to provide a pumpable slurry.

Fly ash or ground granulated blast furnace (GGBF) slag, and concrete admixtures may be used at the option of the Contractor. The grout shall have an air content of not less than 6.0 percent nor more than 9.0 percent of the volume of the grout. The mix shall obtain a compressive strength of 2500 psi (17,000 kPa) at 28 days according to Article 1020.09.”

Revise Article 302.02 of the Standard Specifications to read:

“ 302.02 Materials. Materials shall be according to the following.

Item Article/Section

(a) Cement

(b) Water

(c) Hydrated Lime .................................................................................................... 1012.01

(d) By-Product, Hydrated Lime ................................................................................ 1012.02

(e) By-Product, Non-Hydrated Lime ........................................................................ 1012.03

(f) Lime Slurry ......................................................................................................... 1012.04

(g) Fly Ash

(h) Soil for Soil Modification (Note 1) ....................................................................... 1009.01

(i) Bituminous Materials (Note 2)

Note 1. This soil requirement only applies when modifying with lime (slurry or dry).

Note 2. The bituminous materials used for curing shall be emulsified asphalt RS-2, CRS- 2, HFE 90, or HFE 150; rapid curing liquid asphalt RC-70; or medium curing liquid asphalt MC-70 or MC-250.”

Revise Article 312.07(c) of the Standard Specifications to read:

“ (c) Cement .................................................................................................................... 1001”

Add Article 312.07(i) of the Standard Specifications to read:

“ (i) Ground Granulated Blast Furnace (GGBF) Slag ...................................................... 1010”

Revise the first paragraph of Article 312.09 of the Standard Specifications to read:

“ 312.09 Proportioning and Mix Design. At least 60 days prior to start of placing CAM II, the Contractor shall submit samples of materials to be used in the work for proportioning and testing.

The mixture shall contain a minimum of 200 lb (120 kg) of cement per cubic yard (cubic meter).

Cement may be replaced with fly ash or ground granulated blast furnace (GGBF) slag according to Article 1020.05(c)(1) or 1020.05(c)(2), respectively, however the minimum cement content in the mixture shall be 170 lbs/cu yd (101 kg/cu m). Blends of coarse and fine aggregates will be permitted, provided the volume of fine aggregate does not exceed the volume of coarse aggregate. The Engineer will determine the proportions of materials for the mixture according to the “Portland Cement Concrete Level III Technician Course” manual. However, the Contractor may substitute their own mix design. Article 1020.05(a) shall apply, and a Level III PCC Technician shall develop the mix design.”

Revise Article 352.02 of the Standard Specifications to read:

“ 352.02 Materials. Materials shall be according to the following.

Item Article/Section

(a) Cement (Note 1)

(b) Soil for Soil-Cement Base Course ....................................................................... 1009.03

(c) Water

(d) Bituminous Materials (Note 2)

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

Note 2. The bituminous materials used for curing shall be emulsified asphalt RS-2, CRS-2, HFE 90, or HFE 150; rapid curing liquid asphalt RC-70; or medium curing liquid asphalt MC-70 or MC-250.”

Revise Article 404.02 of the Standard Specifications to read:

“ 404.02 Materials. Materials shall be according to the following.

(a) Cement

(b) Water

(c) Fine Aggregate .................................................................................................... 1003.08

(d) Bituminous Material (Tack Coat) .......................................................................... 1032.06

(e) Emulsified Asphalts (Note 1) (Note 2) .................................................................. 1032.06

(f) Fiber Modified Joint Sealer .................................................................................. 1050.05

(g) Additives (Note 3)

Note 1. When used for slurry seal, the emulsified asphalt shall be CQS-1h according to Article 1032.06(b).

Note 2. When used for micro-surfacing, the emulsified asphalt shall be CQS-1hP according to Article 1032.06(e).

Note 3. Additives may be added to the emulsion mix or any of the component materials to provide the control of the quick-traffic properties. They shall be included as part of the mix design and be compatible with the other components of the mix.

Revise the last sentence of the fourth paragraph of Article 404.08 of the Standard Specifications to read:

“When approved by the Engineer, the sealant may be dusted with fine sand, cement, or mineral filler to prevent tracking.”

Revise Note 2 of Article 516.02 of the Standard Specifications to read:

“ Note 2. The sand-cement grout mix shall be according to Section 1020 and shall be a 1:1 blend of sand and cement comprised of a Type I, IL, or II cement at 185 lb/cu yd (110 kg/cu m). The maximum water cement ratio shall be sufficient to provide a flowable mixture with a typical slump of 10 in. (250 mm).”

Revise Note 2 of Article 543.02 of the Standard Specifications to read:

“ Note 2. The grout mixture shall be 6.50 hundredweight/cu yd (385 kg/cu m) of cement plus fine aggregate and water. Fly ash or ground granulated blast furnace (GGBF) slag may replace a maximum of 5.25 hundredweight/cu yd (310 kg/cu m) of the cement. The water/cement ratio, according to Article 1020.06, shall not exceed 0.60. An air-entraining admixture shall be used to produce an air content, according to Article 1020.08, of not less than 6.0 percent nor more than 9.0 percent of the volume of the grout. The Contractor shall have the option to use a water-reducing or high range water-reducing admixture.”

Revise Article 583.01 of the Standard Specifications to read:

“ 583.01 Description. This work shall consist of placing cement mortar along precast, prestressed concrete bridge deck beams as required for fairing out any unevenness between adjacent deck beams prior to placing of waterproofing membrane and surfacing.”

Revise Article 583.02(a) of the Standard Specifications to read:

“ (a) Cement .................................................................................................................... 1001”

Revise the first paragraph of Article 583.03 of the Standard Specifications to read:

“ 583.03 General. This work shall only be performed when the air temperature is 45 °F (7 °C) and rising. The mixture for cement mortar shall consist of three parts sand to one part cement by volume. The amount of water shall be no more than that necessary to produce a workable, plastic mortar.”

Revise Article 606.02(h) of the Standard Specifications to read:

“ (h) Fibers (Note 1) ........................................................................................................ 1014”

Revise Note 1 in Article 606.02(h) of the Standard Specifications to read:

“ Note 1. Fibers, when required, shall only be used in the concrete mixture for slipform applications.”

Revise the third paragraph in Article 606.10 of the Standard Specifications to read:

“ Welded wire fabric shall be 6 x 6 in. (150 x 150 mm) mesh, #4 gauge (5.74 mm), 58 lb (26 kg) per 100 sq ft (9 sq m).”

Revise Article 1001.01(d) of the Standard Specifications to read:

“ (d) Rapid Hardening Cement. Rapid hardening cement shall be according to the Bureau of Materials Policy Memorandum “Portland or Blended Cement Acceptance Procedure for Qualified and Non-Qualified Plants”, and ASTM C 1600, Type URH, Type VRH, or Type RH-CAC. It shall be used according to Article 1020.04 or when approved by the Engineer.

The Contractor shall submit a report from the manufacturer or an independent lab that contains results for testing according to ASTM C 1600 which shows the cement meets the requirements of either Type URH, Type VRH, or Type RH-CAC. Test data shall be less than 1 year old from the date of submittal.

Revise Article 1001.01(e) of the Standard Specifications to read:

“ (e) Other Cements. Other cements shall be according to the Bureau of Materials Policy Memorandum “Portland or Blended Cement Acceptance Procedure for Qualified and Non- Qualified Plants”, and ASTM C 1157 or ASTM C 1600, as applicable. Other cements shall be used according to Article 1020.04 or when approved by the Engineer. For cements according to ASTM C 1157, the Contractor shall submit a report from the manufacturer or an independent lab that contains results of tests which shows the cement meets the requirements Type GU, HE, MS, MH, or LH. For cements according to ASTM C 1600, the Contractor shall submit a report from the manufacturer or an independent lab that contains results of tests which shows the cement meets the requirements Type MRH or GRH. Test data shall be less than 1 year old from the date of submittal.”

Revise Article 1002.02 of the Standard Specifications to read:

“ 1002.02 Quality. Water used with cement in concrete or mortar and water used for curing concrete shall be clean, clear, and free from sugar. In addition, water shall be tested and evaluated for acceptance according to one of the following options.

OPTION 1.

(a) Acceptable limits for acidity and alkalinity when tested according to ITP T 26.

(1) Acidity -- 0.1 Normal NaOH ........................................................................ 2 ml max.*

(2) Alkalinity -- 0.1 Normal HCI ....................................................................... 10 ml max.*

*To neutralize 200 ml sample.

(b) Acceptable limits for solids when tested according to the following.

(1) Organic (ITP T 26) .................................................................................... 0.02% max.

(2) Inorganic (ITP T 26) .................................................................................. 0.30% max.

(3) Sulfate (SO4) (ASTM D 516-82) ............................................................... 0.05% max.

(4) Chloride (ASTM D 512) ............................................................................ 0.06% max.

(c) The following tests shall be performed on the water sample and on deionized water. The same cement and sand shall be used for both tests.

(1) Unsoundness (ASTM C 151).

(2) Initial and Final Set Time (ASTM C 266).

(3) Strength (ASTM C 109).

The test results for the water sample shall not deviate from the test results for the deionized water, except as allowed by the precision in the test method.

OPTION 2. Water shall meet the requirements ASTM C 1602 Tables 1 and 2 as outlined in Sections 5.1, 5.2, and 5.4.”

Revise Note 2/ in Article 1003.01(b) of the Standard Specifications to read:

“ 2/ Applies only to sand. Sand exceeding the colorimetric test standard of 11 (Illinois

Modified AASHTO T 21) will be checked for mortar making properties according to Illinois Modified ASTM C 87 and shall develop a compressive strength at the age of 14 days when using Type I, IL, or II cement of not less than 95 percent of the comparable standard.

Revise the second sentence of Article 1003.02(e)(1) of the Standard Specifications to read:

“ The test will be performed with Type I, IL, or II portland cement having a total equivalent alkali content (Na2O + 0.658K2O) of 0.90 percent or greater.”

Revise the first sentence of the second paragraph of Article 1003.02(e)(3) of the Standard Specifications to read:

“ The ASTM C 1293 test shall be performed with Type I, IL, or II portland cement having a total equivalent alkali content (Na2O + 0.658K2O) of 0.80 percent or greater.”

Revise the second sentence of Article 1004.02(g)(1) of the Standard Specifications to read:

“ The test will be performed with Type I, IL, or II portland cement having a total equivalent alkali content (Na2O + 0.658K2O) of 0.90 percent or greater.”

Add the following Section to the Standard Specifications.

“SECTION 1014. FIBERS FOR CONCRETE

1014.01 General. Fibers used in concrete shall be Type II or Type III (polyolefin or carbon) according to ASTM C 1116. The testing required for Type II fibers or Type III polyolefin fibers shall be performed by an independent lab a minimum of once every five years, and the test results provided to the Department. Manufacturers of Type III carbon fibers shall provide materials certification documentation not more than 6 years old a minimum of once every 5 years to the Department. The Department will maintain a qualified product list. The method of inclusion of fibers into concrete mixtures shall be according to the manufacturer’s specifications.

At the discretion of the Engineer, the concrete mixture shall be evaluated in a field demonstration for fiber clumping, ease of placement, and ease of finishing. The field demonstration shall consist of a minimum 2 cu yd (1.5 cu m) trial batch placed in a 12 ft x 12 ft (3.6 m x 3.6 m) slab.

1014.02 Concrete Gutter, Curb, Median and Paved Ditch. Fibers shall be Type III. Fibers shall have a minimum length of 1/2 in. (13 mm) and a maximum length of 0.75 in. (19 mm). The maximum dosage rate in the concrete mixture shall not exceed 1.5 lb/cu yd (0.9 kg/cu m). The minimum dosage rate shall be per the manufacturer’s recommendation.

1014.03 Concrete Inlay or Overlay. Fibers shall be Type III. Fibers shall have a minimum length of 1.0 in. (25 mm), a maximum length of 2 1/2 in. (63 mm), and a maximum aspect ratio (length divided by the equivalent diameter of the fiber) of 150. The maximum dosage rate shall not exceed 5.0 lb/cu yd (3.0 kg/cu m). The minimum dosage rate shall be per the manufacturer’s recommendation.

1014.04 Bridge Deck Fly Ash, Ground Granulated Blast Furnace (GGBF) Slag, High

Reactivity Metakaolin, or Microsilica (Silica Fume) Concrete Overlay. Fibers shall be Type III. The dosage rate shall be a minimum of 3.0 lb/cu yd (1.8 kg/cu m), unless a field demonstration according to Article 1014.01 indicates that a lower dosage rate is necessary.

Based on the results of the field demonstration, the Department has the option to reduce the dosage rate of fibers, but the dosage will not be reduced to less than 2.0 lb / cu yd (1.2 kg/cu m).

1014.05 Bridge Deck Latex Concrete Overlay. Fibers shall be Type II or III. Fibers shall have a minimum length of 0.75 in. (19 mm), a maximum length of 1.75 in. (45 mm), and an aspect ratio (length divided by the equivalent diameter of the fiber) of between 70 and 100. The dosage rate shall be a minimum of 3.0 lb/cu yd (1.8 kg/cu m), unless a field demonstration according to Article 1014.01 indicates that a lower dosage rate is necessary. Based on the results of the field demonstration, the Department has the option to reduce the dosage rate of fibers, but the dosage will not be reduced to less than 2.0 lb/cu yd (1.2 kg/cu m).”

Add the following Section to the Standard Specifications:

“SECTION 1015. HIGH PERFORMANCE SHOTCRETE

1015.01 Packaged Shotcrete With Aggregate. The packaged shotcrete with aggregate shall be a pre-blended dry combination of materials for the wet-mix shotcrete method according to ASTM C 1480, Type FA or CA, Grade FR, Class I. The fibers shall be Type III according to Article 1014.01. The cement and finely divided minerals in the mixture shall be a minimum

6.65 cwt/cu yd (395 kg/cu m), and the portland cement shall not be below 4.70 cwt/cu yd (279 kg/cu m). Microsilica is required in the mixture and shall be a minimum of 5 percent by weight (mass) of cementitious material, and a maximum of 10 percent. Strength requirements shall be according to ASTM C 1480 except that the strength at 28 days shall be at least 4000 psi (27,500 kPa). Strength testing shall be according to ASTM C 1140. The air content as shot shall be 4.0 – 8.0 percent when tested according to AASHTO T 152, and the coarse aggregate shall be a maximum size of 1/2 in. (12.5 mm).

The packaged shotcrete shall have a water soluble chloride ion content of less than 0.15% by weight of cementitious material when tested according to ASTM C 1218 or AASHTO T 260.

The testing according to ASTM C 1480, ASTM C 1140, AASHTO 152, and ASTM C 1218 or

AASHTO T 260 shall be performed by an independent lab a minimum of once every 5 years, and the test results shall be provided to the Department. The Department will maintain a qualified product list. Batching and mixing shall be per the manufacturer’s recommendations.

1015.02 Packaged Shotcrete Without Aggregate. The packaged shotcrete that does not include pre-blended aggregate shall be according to Article 1015.01, except the added aggregate shall be according to Articles 1003.02 and 1004.02. The aggregate gradation shall be according to the manufacturer. The Department will maintain a qualified product list. Batching and mixing shall be per the manufacturer’s recommendations.”

Revise Section 1017 of the Standard Specifications to read:

“SECTION 1017. PACKAGED, DRY, COMBINED MATERIALS FOR MORTAR AND

CONCRETE

1017.01 Mortar. The mortar shall be high-strength according to ASTM C 387 and shall have a minimum 80.0 percent relative dynamic modulus of elasticity when tested according to AASHTO T 161. For prestressed concrete applications, the mortar shall have a water-soluble chloride ion content of less than 0.06 percent by weight of cementitious material when tested according to ASTM C 1218 or AASHTO T 260; and for non-prestressed concrete applications, the water soluble chloride content shall be less than 0.15 percent by weight of cementitious material. The testing according to ASTM C 387, AASHTO T 161, and either ASTM C 1218 or AASHTO T 260 shall be performed by an independent lab a minimum of once every five years, and the test results shall be provided to the Department. The Department will maintain a qualified product list. Mixing of the high-strength mortar shall be according to the manufacturer’s specifications.

1017.02 Concrete. The materials, testing, and preparation of aggregate for the “high slump” packaged concrete mixture shall be according to ASTM C 387. The mixture shall be air entrained, the slump shall be 5-10 in. (125-250 mm), and the coarse aggregate shall be a maximum size of 1/2 in. (12.5 mm). Strength requirements shall be according to ASTM C 387 except that the strength at 28 days shall be at least 4000 psi (27,500 kPa). The “high slump” packaged concrete mixture shall have a water soluble chloride ion content of less than 0.15% by weight of cementitious material when tested according to ASTM C 1218 or AASHTO T 260. The testing according to ASTM C 387, and either ASTM C 1218 or AASHTO T 260 shall be performed by an independent lab a minimum of once every 5 years, and the test results shall be provided to the Department. The Department will maintain a qualified product list. Mixing shall be per the manufacturer’s recommendations.

1017.02 Self-Consolidating Concrete. The materials, testing, and preparation of aggregate for the “self-consolidating concrete” packaged concrete mixture shall be according to ASTM C 387. The mixture shall be air entrained, it should be uniformly graded, and the coarse aggregate shall be a maximum size of 1/2 in. (12.5 mm). Strength requirements shall be according to ASTM C 387 except that the strength at 28 days shall be at least 4000 psi (27,500 Pa). Slump flow range shall be 22 in. (550 mm) minimum to 28 in. (700 mm) maximum when tested according to AASHTO T 347. The visual stability index shall be a maximum of 1 when tested according to AASHTO T 351. At the option of the manufacturer, either the J-Ring value shall be a maximum of 2 in.