5-Book II - Pavement Preservation Crack Sealing 03- corrected ADV.pdf
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- Attached to
- Pavement Preservation Crack Sealing 2026
- Solicitation number
- 2611-12080
- Issued by
- Cook County, Illinois
About this file
This is a specification and contract document issued by Cook County, Illinois (Cook County Department of Transportation and Highways) for pavement preservation crack sealing services countywide. The project, designated as Contract No. 2611-12080 and Section 26-PPCRS-02-PV, encompasses fiber modified crack sealing, crack routing and sealing, and backer rod installation across multiple districts within Cook County on various asphalt and concrete pavement surfaces. The work includes treating cracks ranging from 0.1875 inches to 0.75 inches wide across arterial roadways in Districts 1, 2, 4, and 5, with approximate work quantities specified by location in detailed appendices. A pre-bid meeting is scheduled for Tuesday, January 20, 2026, at 10:00 a.m. via Microsoft Teams, with all questions due by Friday, January 23, 2026, at 3:00 p.m. Chicago time directed to Kimberlei.aaron@cookcountyil.gov. The bid letting is scheduled for Wednesday, February 11, 2026, no later than 10:00 a.m. CST. Prospective bidders must obtain specifications and submit proposals through the Cook County online portal at https://cookcountyil.bonfirehub.com/portal/?tab=openOpportunities, with submission of an original proposal, bid bond, and either a cashier's check or certified check required.
The project specifications detail material requirements for fiber modified crack sealing, including jobsite-mixed filler with minimum 8.0% polypropylene fiber content at heating temperatures between 255 and 285 degrees Fahrenheit, or pre-mixed filler with polyester fibers meeting specified properties. Payment for crack sealing work will be made at the contract unit price per kilogram (pound) of material used, while traffic control work on arterial roadways will be compensated at a lump sum price. Backer rod installation and crack routing services are paid per linear foot (meter). Cook County reserves the right to randomly test crack fill material to determine fiber content, and any material placed in routed cracks identified as unacceptable by the Engineer must be totally removed and replaced at the contractor's expense on the same day notification is provided. The contract includes special provisions addressing contract extra work, traffic control and protection, maintenance of roadways, and various construction requirements aligned with IDOT standards and Cook County Department of Transportation specifications.
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Notice to Bidders
NOTICE TO PROSPECTIVE BIDDERS
To obtain specifications and submit 1 original proposal go to:
https://cookcountyil.bonfirehub.com/portal/?tab=openOpportunities.
Follow online instructions to register, if you have not already).
Pre-Bid Meeting: Tuesday, January 20, 2026
10 a.m.
TEAMS MEETING:
https://teams.microsoft.com/l/meetup-join/19%3ameeting_MGJiMDIxYjMtYTEyYi00YmJiLWI0ZWItN2JkZDEzYmY4ZDI1%40thread.v2/0?context=%7b%22Tid%22%3a%228b4d55ae-6db4-4e05-a85c-
59d6a256cd6e%22%2c%22Oid%22%3a%2266175ef7-f10a-4c3b-b755-1d44ba95bd32%22%7d
All questions are due on Friday, January 23, 2026 no later than 3:00pm Chicago time
Send all questions via e-mails to: Kimberlei.aaron@cookcountyil.gov
Letting: Wednesday, February 11, 2026 No Later Than 10 a.m. CST
NOTICE TO BIDDERS,
SPECIFICATIONS, CONTRACT
AND CONTRACT BOND
FOR
HIGHWAY IMPROVEMENT
County of Cook, Illinois
Toni Preckwinkle Cook County Board President
Jennifer (Sis) Killen, P.E., PTOE Superintendent Cook County Department of Transportation and Highways
Raffi Sarrafian Chief Procurement Officer
Bid Submitted by:
Name Phone No.
Email Address: ___________________________________________________________________ Address City State Zip Code
COPY Bid Bond attached COPY Cashier’s Check or a Certified Check attached
Pavement Preservation Crack Sealing 03 Section Number: 26-PPCRS-02-PV
Route No: Various
COOK COUNTY PROCUREMENT CONTRACT NO.: 2611-12080
BOOK II
https://cookcountyil.bonfirehub.com/portal/?tab=openOpportunities https://teams.microsoft.com/l/meetup-join/19%3ameeting_MGJiMDIxYjMtYTEyYi00YmJiLWI0ZWItN2JkZDEzYmY4ZDI1%40thread.v2/0?context=%7b%22Tid%22%3a%228b4d55ae-6db4-4e05-a85c-59d6a256cd6e%22%2c%22Oid%22%3a%2266175ef7-f10a-4c3b-b755-1d44ba95bd32%22%7d https://teams.microsoft.com/l/meetup-join/19%3ameeting_MGJiMDIxYjMtYTEyYi00YmJiLWI0ZWItN2JkZDEzYmY4ZDI1%40thread.v2/0?context=%7b%22Tid%22%3a%228b4d55ae-6db4-4e05-a85c-59d6a256cd6e%22%2c%22Oid%22%3a%2266175ef7-f10a-4c3b-b755-1d44ba95bd32%22%7d https://teams.microsoft.com/l/meetup-join/19%3ameeting_MGJiMDIxYjMtYTEyYi00YmJiLWI0ZWItN2JkZDEzYmY4ZDI1%40thread.v2/0?context=%7b%22Tid%22%3a%228b4d55ae-6db4-4e05-a85c-59d6a256cd6e%22%2c%22Oid%22%3a%2266175ef7-f10a-4c3b-b755-1d44ba95bd32%22%7d
Project:
Limits:
Section:
Page No.
Special
Provision No.
Description
1 Book II Cover Sheet (CC) May 8, 2023 2 Special Provision Checklist and Table of Contents (CC) Oct 24, 2023 4 26 Contract Extra Work (CC) Oct 10, 2024
700 IDOT Bureau of Local Roads and Streets District 1 (IL D1) Current 16 701 Traffic Control and Protection (Arterials)
800 Additional/Project Specific 17 801 Backer Rod Installation (PS) Oct 12, 2023 18 802 Fiber Modified Crack Sealing (PS) Nov 18, 2025 23 803 Crack Routing and Sealing (Pavement) (PS) Oct 31, 2023 24 804 Joint or Crack Routing and Sealing (PC Concrete Pavement) (PS) Oct 12, 2023
25 901 Appendix A - Crack Seal Application Manual (PS) Oct 31, 2023
38 902 Appendix B - Locations (PS) Nov 18, 2025 39 Crack Seal Map - All (PS) Nov 18, 2025 40 Crack Seal Map District 1 (PS) Nov 18, 2025 41 Crack Seal Map Districts 2 (PS) Nov 18, 2025 42 Crack Seal Map District 4 (PS) Nov 18, 2025 43 Crack Seal Map District 5 (PS) Nov 18, 2025 44 District 1 Locations (PS) Nov 18, 2025 45 District 2 Locations (PS) Nov 18, 2025 46 District 4 Locations (PS) Nov 18, 2025 47 District 5 Locations (PS) Nov 18, 2025
Book II - Table of Contents/SP Checklist Origin and Date Last
Revised
Pavement Preservation Crack Sealing 03 Countywide
26-PPCRS-02-PV
(CC)
Book II Table of Contents
Page 1 Oct 24, 2023 2 Total
Page No.
Special
Provision No.
Description
Book II - Table of Contents/SP Checklist Origin and Date Last
Revised
(CC)
(IL) Current (ILD1) Curre
(IL-CC)
(ILD1-CC)
(IL Recurring (IL LR Recur
(IL BDE)
(IL LR)
(IL D-1)
(IL BDE)* Form initiated by Illinois Department of Transportation Bureau of Design and Environment
Initiating Bureau/Division
Construction Bureau Civil Division
Structural Division Drainage Division
Landscaping Division Transportation and Planning Bureau
Mechanical, Electrical, Landscaping and Architectural Division Capital Projects Division
Cook County Department of
Transportation and Highways Special Provision Catalog
Number
24-40 41-114 115-155 156-210 211-225 226-240 241-309 325-340
Initiated by Illinois Department of Transportation Bureau of Design and Environment Initiated by Illinois Department of Transportation Bureau of Local Roads and Streets Initiated by Illinois Department of Transportation District 1
Initiated by Illinois Department of Transportation District 1 and amended by Cook County Department of Transportation and Highways Initiated by Illinois Department of Transportation Recurring Special Provisions Initiated by Illinois Department of Transportation Local Roads Recurring Special Provisions
Initiated by Illinois Department of Transportation Initiated by Illinois Department of Transportation District 1 Initiated by the Illinois Department of Transportation and amended by Cook County Department of Transportation and Highways
Origin of Special Provisions Initiated by Cook County Department of Transportation and Highways
(CC)
Book II Table of Contents
Page 2 Oct 24, 2023 2 Total
026 (CC) Page 1 April 26, 2019 Contract Extra Work 1 Page(s) Total
SPECIAL PROVISION
FOR
CONTRACT EXTRA WORK
Effective: 12/24/12 Revised: 04/26/19 (Added requirements from SP 028) Revised: 10/10/2024
Description: Due to the nature of construction projects, additional work germane to the contract may arise.
This item is intended to timely compensate the contractor for such extra work. All extra work paid under this item will be included in a contract amendment to adjust or create new line items and this pay item will be reduced to zero on the final contract amendment.
.Measurement: Each one dollar of extra work value will be measured as one unit.
Basis of Payment: Payment will be made under this item at the discretion of the Engineer for extra work performed on the contract.
SPECIAL PROVISIONS CHECK LIST
Generated – 9/29/25 Revised 10/10/25
Designer: FAP:
Contract No.: Section: 26-PPCRS-02-PV County: Cook
700 (ILD1CC) Page 1 Nov 2025 IDOT D1 SP Checklist 11 Page(s) Total
Dir File Name Spec Title Spec Dates
DES\ 104. Maintenance of Roadways.docx Maintenance of Roadways (D1) E 9/30/85 R 11/1/96 DES\ 104. Status Of Utilities.docx Status of Utilities (D1) E 06/01/16 R 04/01/25 DES\ 105. Construction Layout Special for resurfacing with ADA and stand alone ADA.docx
Construction Layout Special for Resurfacing with ADA and Stand Alone ADA (D1)
E 01/01/17 R 04/17/17
DES\ 107. Public Convenience and Safety.docx Public Convenience and Safety (D1) E 05/01/12 R 07/15/12 DES\ 107. Tollway Permit and Bond.docx Tollway Permit and Bond (D1) E 01/13/89 DES\ 108. Completion Date Plus Working Days.docx Completion Date Plus Working Days (D1) E 09/30/85 R 01/01/07 DES\ 108. Failure to Complete Work on Time.docx Failure to Complete the Work on Time (D1) E 09/30/85 R 01/01/07 DES\ 108. Incentive Payment Plan.docx Incentive Payment Plan (D1) E 10/01/95 R 01/01/07 DES\ 202. Lightweight Cellular Concrete Fill.docx Lightweight Cellular Concrete Fill (D-1) E 11/11/01 R 06/18/18 DES\ 205. Embankment I.docx Embankment I (D1) E 03/01/11 R 11/01/13 DES\ 205. Embankment II.docx Embankment II (D1) E 03/01/11 R 11/01/13 DES\ 400. Temporary Pavement.docx Temporary Pavement (D1) E 03/01/03 R 04/10/08 DES\ 402. Aggregate Surface Course for Temporary
Access.docx Aggregate Surface Course for Temporary Access (D1)
E 04/01/01 R 01/02/07
DES\ 406. HMA Binder and Surface Course (D- 1).docx
HMA Binder and Surface Course (D1) E 11/01/19 R 01/01/26
DES\ 406. Pavement Rehabilitation by Hot In-Place Recycling.docx
Pavement Rehabilitation by Hot In-Place Recycling (D1)
E 07/11/03 R 05/05/14
DES\ 406. Winterized Temporary Access.docx Winterized Temporary Access (D1) E 01/01/12 R 03/05/12 DES\ 424. Detectable Warnings (Special) in City of
Chicago.docx Detectable Warnings (Special) in City of Chicago (D1)
E 07/20/17
DES\ 440. Pavement Removal, Special.docx Pavement Removal, Special (D1) E 01/13/89 R 01/01/07 DES\ 442. Class D Patches (Special).docx CLASS D PATCHES (SPECIAL) E 07/24/20 R DES\ 481. Grading and Shaping Shoulders.docx Grading and Shaping Shoulders (D1) E 12/28/01 R 01/01/07 DES\ 502. Cofferdam (Type 1) (In-Stream Wetland
Work).docx Cofferdam (Type 1) (In-Stream/Wetland Work) (D1)
E 01/01/19 R 08/15/22
DES\ 502. Rock Excavation for Structures, Special.docx
Rock Excavation for Structures, Special (D1) E 09/30/85 R 01/01/07
DES\ 503. Concrete Noise Abatement Walls (Absorptive & Reflective).docx
Concrete Noise Abatement Walls (Absorptive & Reflective) (D1)
E 09/05/08 R 12/18/18
DES\ 522. Rustication Finish For Retaining Walls.docx
Rustication Finish For Retaining Walls (D1) E 05/01/90 R 01/01/07
DES\ 550. Storm Sewer Adjacent to or Crossing Water Main.docx
Storm Sewer Adjacent to or Crossing Water Main (D1)
E 02/01/96 R 01/01/07
DES\ 550. Storm Sewers & Sewer Connections to City of Chicago Sewers.docx
Storm Sewers & Sewer Connections to City of Chicago Sewers
E 09/30/85 R 03/10/21
DES\ 600. Slotted Drain.docx Slotted Drain (D1) E 09/30/85 R 01/01/07 DES\ 602. Cleaning Existing Drainage
Structures.docx Cleaning Existing Drainage Structures (D1) E 09/30/85 R 05/01/22
DES\ 603. Adjustments-Reconstructs.docx Adjustments and Reconstructions (D1) E 03/15/11 R 10/01/21 DES\ 603. Drainage and Inlet Protection Under
Traffic.docx Drainage and Inlet Protection Under Traffic (D1)
E 04/01/11 R 04/02/11
DES\ 606. Concrete Curb, Type B (Modified).docx Concrete Curb, Type B (Modified) (D1) E 09/30/85 R 01/01/07 DES\ 606. Curb or Combination Curb and Gutter
Removal and Replacement.docx Curb or Combination Curb and Gutter Removal and Replacement (D1)
E 01/01/20 R 09/01/22
DES\ 606. Stabilized Median Surface.docx Stabilized Median Surface (D1) E 09/30/85 R 03/02/17
700 (ILD1CC) Page 2 Nov 2025
DES\ 637. Aggregate For Concrete Barrier (D- 1).docx
Aggregate for Concrete Barrier (D1) E 03/11/04 R 01/24/08
DES\ 670. Engineers Field Office Type A (D1).docx Engineer's Field Office Type A (D1) E 01/01/22 DES\ 670. Engineers Field Office Type A (Special)
(D1).docx Engineer's Field Office Type A (Special) (D1) E 12/01/11 R 05/01/13
DES\ 701. Traffic Control & Protection (Arterials).docx
Traffic Control & Protection (Arterials) (D1) E 02/01/96 R 03/01/11
X DES\ 701. Traffic Control Plan.docx Traffic Control Plan (D1) E 09/30/85 R 01/01/07 DES\ 1004. Friction Aggregate.docx Friction Aggregate (D1) E 01/01/11 R 12/01/21 DES\ 1005. Rockfill (D-1).docx Rockfill E 01/01/10 R 04/01/22 DES\ 1020. Slipform Paving.docx Slipform Paving (D1) E 11/01/14 DES\ 1021. Mineralized Carbon Dioxide Concrete
(D-1).docx Mineralized Carbon Dioxide Concrete (D1) E 01/01/26
DES\ 1030. HMA - Mixture Design Verification & Production (D-1).docx
HMA - Mixture Verification & Production (Modified for I-FIT) (D1)
E 01/01/19 R 01/01/26
Bureau of Electrical Special Provisions
ELE\ 810.02-UNDERGROUND RACEWAYS.docx Underground Raceways E 03/01/15 ELE\ Breakaway Device_2023.docx Breakaway Device E 01/01/23 ELE\ Combination_Controller_2018.docx Combination Lighting Controller E 02/01/15 R 05/05/22 ELE\ Communications_Vault - 2025.doc Communications Vault E 01/01/25 ELE\ Elec_Serv_Disc_lgt_sig_2012.docx Electric Service Disconnect, Lighting And
Traffic Signal E: 01/01/12
ELE\ Fiber Optic Cable_SM_2024.doc Fiber Optic Cable, Single Mode E 09/01/24 ELE\ Fiber Optic Cable_SM_Micro_2024.doc Fiber Optic Cable, Micro, Single Mode E 09/01/24 ELE\ Fiber Optic Cable_Splice_2014_v1.docx Fiber Optic Cable Splice E 06/01/14 ELE\ General_Electrical_Provisions_2025_v4.docx General Electrical Requirements E 07/01/25 ELE\ HighMast_Luminaire_LED_2024.docx Luminaire, LED, Highmast E 04/01/24 ELE\ Innerduct_v4_2014.docx Wire and Cable E 10/01/14 ELE\ Junction_Box_Embedded_2012.docx Junction Box Embedded in Structure E 01/01/12 ELE\ Light_Tower__2016_Galvanized_AASHTO_ex ception_v2.docx Light Tower E 04/01/16
ELE\ Lighting_Controller_SCADA_2012.docx Lighting Controller, Radio Control, Duplex, Console Type
E 01/01/12
ELE\ Lighting_Maint_2024.docx Maintenance of Lighting Systems E 12/01/24 ELE\ Luminaire_safety_cable_2012.docx Luminaire Safety Cable Assembly E 01/01/12 ELE\ Luminaire_shield_2024.docx Luminaire Shield E 05/01/24 ELE\ Protect_Underpass_LightingSystem_2012.doc x Protect & Maintain Underpass Luminaires E 07/01/12
ELE\ Raceway_Exposed_2012.docx Exposed Raceways E 01/01/12 ELE\ Roadway_Luminaire_LED_2025.docx Roadway Luminaire, LED E 04/01/25 ELE\ Roadway_Luminaire_LED_Replacement2025.
docx Roadway Luminaire, LED, Replacement E 04/01/24
ELE\ Service_Connection_2025.docx Electric Utility Service Connection (ComEd) E 07/01/25 ELE\ Service_Install_2012.docx Electric Service Installation E 01/01/12 ELE\ Temp_light_SingleLaneStg_2022.docx Temporary Lighting For Single Lane Staging E 01/01/22 ELE\ Temp_pole_install_2012.docx Temporary Wood Pole, Install Only E 01/01/12 ELE\ Temporary_Roadway_Luminaire_LED_2024.d ocx Temporary Luminaire, LED, Roadway E 11/01/24
ELE\ Tracer Wire 2024.docx Tracer Wire E 07/01/24
Designer: FAP:
Contract No.: Section: 26-PPCRS-02-PV
County: Cook
700 (ILD1CC) Page 3 Nov 2025 IDOT D1 SP Checklist 11 Page(s) Total
ELE\ UNDERGROUND CONDUIT_MULTI-
DUCT_18MM MICRODUCTS_2025_v2.doc
Underground Conduit, Multi-Duct, 18MM Microducts
E 07/01/25
ELE\ Underpass_Luminaire_LED_2024.docx Underpass Luminaire, LED E 04/01/24 ELE\ Underpass_Luminaire_LED_Replacement202
4.docx Underpass Luminaire, LED, Replacement E 04/01/24
ELE\ Unit_Duct_2012.docx Unit Duct E 01/01/12 ELE\ Wire_Cable_2012.docx Wire and Cable E 01/01/12
Guide Bridge Special Provisions
GBS\ gbsp4.doc Polymer Modified Portland Cement Mortar E 7/07/94 R 04/07/16 GBS\ gbsp13.doc High Load Multi-Rotational Bearings E 10/13/88 R 09/02/22 GBS\ gbsp14.doc Jack and Remove Existing Bearings E 4/20/94 R 4/13/18 GBS\ gbsp16.doc Jacking Existing Superstructure E 1/11/93 R 4/13/18 GBS\ gbsp18.docx Modular Expansion Joint E 5/19/94 R 10/27/23 GBS\ gbsp21.doc Cleaning and Painting Contact Surfaces of
Existing Steel Structures E 6/30/03 R 10/23/20
GBS\ GBSP25.doc Cleaning and Painting Existing Steel Structures
E 10/02/01 R 04/15/22
GBS\ GBSP26.doc Containment and Disposal of Lead Paint Cleaning Residues
E 10/02/01 R 04/22/16
GBS\ gbsp28.docx Deck Slab Repair E 5/15/95 R 02/02/24 GBS\ gbsp29.doc Bridge Deck Microsilica Concrete Overlay E 5/15/95 R 04/30/21 GBS\ gbsp30.doc Bridge Deck Latex Concrete Overlay E 5/15/95 R 04/30/21 GBS\ gbsp31.doc Bridge Deck HRM Concrete Overlay E 1/21/00 R 04/30/21 GBS\ gbsp33.docx Pedestrian Truss Superstructure E 1/13/98 R 10/27/23 GBS\ GBSP34.doc Concrete Wearing Surface E 6/23/94 R 10/04/16 GBS\ gbsp4.doc Polymer Modified Portland Cement Mortar E 6/7/94 R 04/01/16 GBS\ GBSP45.doc Bridge Deck Thin Polymer Overlay E 05/07/97 R 02/06/13 GBS\ GBSP53.doc Structural Repair of Concrete E 03/15/06 R 8/9/19 GBS\ GBSP55.doc Erection of Curved Steel Structures E 06/01/07 R GBS\ GBSP59.docx Diamond Grinding and Surface Testing E 12/06/04 R 04/15/22 GBS\ GBSP60.doc Containment and Disposal of Non-Lead Paint
Cleaning Residues E 11/25/04 R 04/15/22
GBS\ GBSP61.docx Slipform Parapet E 06/01/07 R 04/15/22 GBS\ GBSP67.doc Structural Assessment Reports for
Contractor's Means and Methods E 03/06/09 R 10/05/15
GBS\ GBSP71.doc Aggregate Column Ground Improvement E 01/15/09 R 10/15/11 GBS\ GBSP72.doc Bridge Deck Fly Ash or Ground Granulated
Blast-Furnace Concrete Overlay E 1/18/11 R 04/30/21
GBS\ GBSP78.doc Bridge Deck Construction E 10/22/13 R 12/21/16 GBS\ GBSP79.doc Bridge Deck Grooving (Longitudinal) E 12/29/14 R 3/219/17 GBS\ GBSP81.docx Membrane Waterproofing for buried
Structures E 10/04/16 R 3/1/19
GBS\ GBSP82.docx Metallizing of Structural Steel E 10/4/16 R 10/20/17 GBS\ GBSP83.docx Hot Dip Galvanizing for Structural Steel E 6/22/99 R 3/24/23 GBS\ GBSP85.docx Micropiles E 04/19/96 R 10/23/20 GBS\ GBSP86.docx Drilled Shafts E 10/05/15 R 10/27/23 GBS\ GBSP87.doc Lightweight Cellular Concrete Fill E 11/11/01 R 04/01/16 GBS\ GBSP88.doc Corrugated Structural Plate Structures E 4/22/16 R 4/13/18
700 (ILD1CC) Page 4 Nov 2025
GBS\ GBSP89.docx Preformed Pavement Joint Seal E 10/4/16 R 3/24/23 GBS\ GBSP90.docx Three Sided Precast Concrete Structure E 12/21/16 R 3/24/23 GBS\ GBSP91.docx Crosshole Sonic Logging Testing of Drilled
Shafts E 04/20/16 R 3/24/23
GBS\ GBSP92.docx Thermal Integrity testing of Drilled Shafts E 04/20/16 R 3/24/23 GBS\ GBSP93.docx Preformed Bridge Joint Seal E 12/21/16 R 3/24/23 GBS\ GBSP94.doc Warranty for Cleaning and Painting Steel
Structures E 3/3/00 R 11/24/04
GBS\ GBSP96.doc Erection of Bridge Girders E 8/9/19 R GBS\ GBSP97.docx Folded/Formed PVC Pipeliner E 4/15/22 R GBS\ GBSP98.docx Cured-in-Place Pipe Liner E 4/15/22 R GBS\ GBSP99.docx Spray-Applied Pipe Liner E 4/15/22 R GBS\ GBSP100.docx Bar Splicers, Headed Reinforcement E 9/2/22 R 10/27/23 GBS\ GBSP101.docx Noise Abatement Wall, Ground Mounted E 12/9/22 R GBS\ GBSP102.docm Noise Abatement Wall, Structure Mounted E 12/9/22 R GBS\ GBSP103.docm Noise Abatement Wall Anchor Rod Assembly E 12/9/22 R GBS\ index.docx GBSP Check Sheet
Bridge and Roadway Maintenance Special Provisions
MNT1\ ADJRCK.doc Adjust Rocker and Sole Plate E 01/23/95 R 01/01/07 MNT1\ APPR_SLAB_REM&REPL.doc Approach Slab Removal & Replacement E 12/28/01 R 08/01/15 MNT1\ APSLRP.DOC Approach Slab Repair E 3/13/97 R 04/12/18 MNT1\ Bmstrt.doc Beam Straightening E 12/06/94 R 01/01/07 MNT1\ Brgpad.doc Bearing Pad Adjustment E 07/27/94 R 01/01/07 MNT1\ Bridge_Drain_Sys_Repair.doc Bridge Drainage System Repairs E 11/16/10 R 09/15/11 MNT1\ BRR.doc Bridge Rail Removal E 04/15/99 R 01/01/07 MNT1\ Cleaning Drainage System.doc Cleaning Drainage System E 06/21/04 R 08/30/10 MNT1\ Concscar.doc Concrete Bridge Deck Scarification [W/New
Hma Overlay W/O Wms] E 11/22/02 R 01/01/07
MNT1\ CWS.DOC Concrete Wearing Surface [Use on Slab Bridges - for PPC Dk Bms use GBSP34]
E 06/23/94 R 01/01/07
MNT1\ Debris_Removal.doc Debris Removal E 06/27/02 MNT1\ dowelrp.doc Dowel Repair E 07/27/94 R 01/01/07 MNT1\ EPXINJ.DOC Epoxy Injection E 12/06/94 R 01/01/07 MNT1\ Fldrex.doc Floor Drain Extension E 02/01/96 R 04/07/98 MNT1\ Grade_Shape_Foreslope.doc Grading And Shaping Foreslopes E 04/01/08 MNT1\ Groutrp.doc Grout Repair E 07/27/94 R 01/01/07 MNT1\ HMArm1.doc Hot-Mix Asphalt Surface Removal Complete E 12/08/93 R 01/01/07 MNT1\ HMArm2.DOC Hot-Mix Asphalt Surface Removal [Use w/
PPC Deck Beams] E 07/27/94 R 01/01/07
MNT1\ HMArm3.doc Hot-Mix Asphalt Surface Removal (Deck) E 04/29/96 R 01/01/07 MNT1\ HMArm4.doc Hot-Mix Asphalt Surface Removal [Use w/Deck Slab Repairs] E 07/27/94 R 01/01/07
MNT1\ Jckcrb.doc Jacking and Cribbing E 10/05/99 R 01/01/07 MNT1\ JKRPBR.DOC Jack and Reposition Bearings E 12/15/93 R 07/15/96 MNT1\ Keep_Toll_Open_To_Traffic.doc Keeping the Tollway Open to Traffic E 03/22/96 R 10/12/10 MNT1\ Keywyrp.doc Keyway Repair E 07/27/94 R 08/12/11 MNT1\ NIGHT_WZ_LIGHT(D1).doc Nighttime Work Zone Lighting (D1) E 11/01/08 R 06/15/10 MNT1\ PINLNK.DOC Pin and Link Replacement E 11/20/95 R 06/20/96
700 (ILD1CC) Page 5 Nov 2025
MNT1\ PINRR.DOC Pin Replacement E 06/11/96 R 06/20/96 MNT1\ plexdd.doc Plug Existing Deck Drains E 11/06/96 R 01/01/07 MNT1\ PPROSH.DOC Permanent Protective Shield System E 10/03/96 R 06/27/08 MNT1\ PrGrAng.doc Pressure Grouting Angles E 06/01/93 R 01/01/07 MNT1\ reancr.doc Re-Anchor Existing Expansion Joint Angles E 02/20/98 MNT1\ REBAR.DOC Cleaning and Painting Exposed Rebar E 03/20/97 R 01/01/07 MNT1\ RECIBm.doc Removal of Existing Concrete I-Beam E 07/09/98 R 05/05/99 MNT1\ REXPPCDB.doc Removal of Existing Precast Prestressed
Concrete Deck Beams E 10/28/98 R 01/01/07
MNT1\ RREXRL.DOC Removing and Re-Erecting Existing Railing E 10/31/96 R 01/01/07 MNT1\ Scarify.doc Concrete Bridge Deck Scarification E 05/15/95 R 01/01/07 MNT1\ SteelRem.doc Structural Steel Removal E 10/03/97 R 01/01/07 MNT1\ steelrep.doc Structural Steel Repair E 12/15/00 R 01/01/07 MNT1\ STRBM.DOC Straighten Bent Members E 01/23/97 R 06/19/06 MNT1\ StructRepConcr(SP).doc Structural Repair Of Concrete (Special) E 04/02/07
MNT1\ Tmpsh1.doc Temporary Shoring & Cribbing [when req'd for damaged beam replacement; requires SE]
E 06/16/92 R 03/11/03
MNT1\ Tmpsh1a.doc Temporary Shoring & Cribbing [when "May be req'd" for or Day Labor beam replacement;
No SE req'd]
E 06/16/92 R 04/22/03
MNT1\ Tmpsh2.doc Temporary Shoring and Cribbing [for use w/longitudinal joint. closure on slab bridges]
E 07/27/94 R 03/11/03
MNT1\ TMPSH3.DOC Temporary Shoring and Cribbing [Use during Pile Repair]
E 07/16/92 R 03/11/03
MNT1\ TMPSH4.DOC Temporary Shoring and Cribbing [Use to support Beams over substructure repair]
E 7/16/92 R 10/17/11
MNT1\ TMPSH5.DOC Temporary Shoring and Cribbing [Support Slab Bridge during Joint reconstruction]
E 07/16/92 R 03/11/03
MNT1\ TMPSH6.DOC Temporary Shoring and Cribbing [support effected beam during beam end repairs]
E 10/22/04 R 11/09/04
MNT1\ TMPSLB.DOC Temporary Slab Support System [use with beam replacement]
E 07/27/94 R 03/11/03
MNT1\ TMPSP1.DOC Temporary Support System [Use for Pin & Link Replacement]
E 11/20/95 R 04/04/97
MNT1\ TMPSP2.DOC Temporary Support System [Use if Pins over
RR]
E 11/20/95 R 03/11/03
MNT1\ Work_Zone_Traff_Ctrl(D1-M).doc Work Zone Traffic Control (D-1 Maintenance) E 05/30/96 R 06/15/10 MNT2\ COARSE SAND PLACEMENT.doc Coarse Sand Placement E 02/07/07
MNT2\ GENERAL REQUIREMENTS FOR WEED
CONTROL SPRAYING.doc General Requirements For Weed Control Spraying
E 02/07/07
MNT2\ MULCH PLACEMENT FOR WOODY
PLANTS.doc
Mulch Placement For Woody Plants E 02/07/07
MNT2\ Pruning-safety.doc Pruning For Safety And Equipment Clearance E 10/31/06 MNT2\ SELECTIVE CLEARING (ACRE).docx Selective Clearing (ACRES) E 10/29/24 MNT2\ SELECTIVE CLEARING (UNITS).docx Selective Clearing (UNITS) E 02/08/07 R 09/01/22
MNT2\ WEED CONTROL PRE-EMERGENT
GRANULAR HERBICIDE.doc Weed Control, Pre-Emergent Granular Herbicide
E 07/29/02 R 02/07/07
MNT2\ WEED CONTROL, NON-SELECTIVE AND
NON-RESIDUAL.doc
Weed Control, Non-Selective And Non- Residual
E 02/07/07
MNT2\ WEED CONTROL, TEASEL (POUND).doc Weed Control, Teasel (Pound) E 02/07/07
700 (ILD1CC) Page 6 Nov 2025
Bureau of Traffic Special Provisions
TRF\ 701.01T-KEEPING THE EXPRESSWAY
OPEN TO TRAFFIC.doc
Keeping The Expressway Open To Traffic E 03/22/96 R 10/9/20
TRF\ 701.02T-FAILURE TO OPEN TRAFFIC
LANES TO TRAFFIC.docx
Failure To Open Traffic Lanes To Traffic E 03/22/96 R 02/09/05
TRF\ 701.03T-TRAFFIC CONTROL AND
PROTECTION (EXPRESSWAYS).doc
Traffic Control And Protection (Expressways) E 03/08/96 R 01/25/24
TRF\ 701.04T-TRAFFIC CONTROL
SURVIELLANCE (EXPRESSWAYS).doc
Traffic Control Surveillance (Expressways) E 10/25/95 R 01/21/15
TRF\ 701.06T-TEMPORARY INFORMATION
SIGNING.docx
Temporary Information Signing E 11/13/96 R 01/29/20
TRF\ 701.07T-TRAFFIC CONTROL FOR WORK
ZONE AREAS.docx
Traffic Control For Work Zone Areas E 09/14/95 R 01/01/07
TRF\ 701.08Ta-KEEPING ARTERIAL ROADWAYS
OPEN TO TRAFFIC (LANE CLOSURES
ONLY).docx
Keeping Arterial Roadways Open to Traffic (Lane Closures Only)
E 01/22/03 R 08/10/17
TRF\ 701.08Tb-KEEPING ARTERIAL ROADWAYS
OPEN TO TRAFFIC (WITH 15 MIN FULL
STOPS).docx
Keeping Arterial Roadways Open to Traffic (With 15 MIN Full Stops)
E 01/22/03 R 08/10/17
TRF\ 701.15T-SPEED DISPLAY TRAILER
(D1).docx
Speed Display Trailer (D1) E 4/01/15; R 4/1/21
TRF\ 701.16T-SMART TRAFFIC MONITORING
SYSTEM.docx
Smart Traffic Monitoring System E 09/01/21
TRF\ 701.17T-RAISED REFLECTIVE PAVEMENT
MARKER REFLECTOR REMOVAL.docx
Raised Reflective Pavement Marker, Reflector Removal
E 08/01/23
TRF\ 701.18T-RAISED REFLECTIVE PAVEMENT
MARKER REFLECTOR REPLACEMENT.docx
Raised Reflective Pavement Marker, Reflector Replacement
E 08/01/23
TRF\ 720.01TS-MAST ARM SIGN PANELS.docx Mast Arm Sign Panels E 05/22/02 R 07/01/15
TRF\ 720.02TS-SIGN SHOP DRAWING
SUBMITTAL.docx Sign Shop Drawing Submittal E 01/22/13 R 07/01/15
TRF\ 733.09T-OVERHEAD SIGN STRUCTURE
BRIDGE MOUNTED.docx
Overhead Sign Structure - Bridge Mounted E 07/01/15 R 3/1/2017
TRF\ 780.01T-45 MIL HOT SPRAY
THERMOPLASTIC PAVEMENT
MARKING.docx
45 Mil Hot Spray Thermoplastic Pavement Marking
E 02/28/94 R 12/18/12
TRF\ 800.01TS-TRAFFIC SIGNAL GENERAL
REQUIREMENTS.docx
Traffic Signal General Requirements E 05/22/02 R 03/01/24
TRF\ 800.02TS-OPTIMIZE TRAFFIC SIGNAL
SYSTEM.docx
Optimize Traffic Signal System E 05/22/02 R 11/01/23
TRF\ 800.03TS-RE-OPTIMIZE TRAFFIC SIGNAL
SYSTEM.docx
Re-Optimize Traffic Signal System E 05/22/02 R 11/01/23
TRF\ 805.01TS-SERVICE INSTALLATION
(TRAFFIC SIGNALS).docx
Service Installation (Traffic Signals) E 05/22/02 R 03/01/24
TRF\ 805.02TS-ELECTRIC METER.docx Electric Meter E 11/01/23
TRF\ 805.03TS-REMOVE AND RELOCATE
EXISTING GROUND MOUNTED
ELECTRICAL SERVICE.docx
Remove and Relocate Existing Ground Mounted Electrical Service
E 03/01/25
TRF\ 810.01TS-COILABLE NON-METALLIC
CONDUIT.docx
Coilable Non-Metallic Conduit E 05/22/02 R 07/01/15
700 (ILD1CC) Page 7 Nov 2025
TRF\ 810.02TS-UNDERGROUND
RACEWAYS.docx
Underground Raceways E 05/22/02 R 03/01/24
TRF\ 810.03TS-ROD AND CLEAN EXISTING
CONDUIT.docx
Rod And Clean Existing Conduit E 01/01/15 R 07/01/15
TRF\ 810.04TS-UNDERGROUND CONDUIT
MULTI-DUCT 3 WAY - 22MM (2) 1.25 SDR 11
(1) MICRODUCTS.docx
Underground Conduit, Multi-Duct, 3 Way - 22MM (2), 1.25’’ SDR 11 (1) Microducts
E 09/01/24
TRF\ 814.01TS-HANDHOLES.docx Handholes E 01/01/02 R 11/01/23
TRF\ 817.02TS-FIBER OPTIC TRACER
CABLE.docx Fiber Optic Tracer Cable E 05/22/02 R 11/01/23
TRF\ 851.01TS-TRAFFIC SIGNAL PAINTING.docx Traffic Signal Painting E 05/22/02 R 03/01/25
TRF\ 857.01TS-FULL-ACTUATED CONTROLLER
IN EXISTING CABINET.docx Full-Actuated Controller in Existing Cabinet E 09/26/95 R 11/01/23
TRF\ 857.02TS-FULL-ACTUATED CONTROLLER
AND CABINET.docx
Full-Actuated Controller And Cabinet E 01/01/02 R 01/01/26
TRF\ 857.03TS-RAILROAD FULL-ACTUATED
CONTROLLER AND CABINET.docx
Railroad, Full-Actuated Controller And Cabinet
E 01/01/02 R 01/01/26
TRF\ 857.04TS-UPGRADE EXISTING
CONTROLLER TO NTCIP SPECIAL.docx
Upgrade Existing Controller to NTCIP Special E 11/01/23
TRF\ 857.05TS-ADVANCED TRANSPORTATION
CONTROLLER AND CABINET.docx
Advanced Transportation Controller and Cabinet
E 03/01/24 R 01/01/26
TRF\ 860.01TS-MASTER CONTROLLER.docx Master Controller E 05/22/02 R 11/01/23
TRF\ 862.01TS-UNINTERRUPTABLE POWER
SUPPLY, SPECIAL.docx Uninterruptable Power Supply, Special E 01/01/13 R 03/01/24
TRF\ 862.03TS-REMOVE AND REPLACE
BATTERIES FOR UNINTERRUPTABLE
POWER SUPPLY.docx
Remove and Replace Batteries for Uninterruptable Power Supply
E 11/01/23
TRF\ 871.01TS-FIBER OPTIC CABLE.docx Fiber Optic Cable E 05/22/02 R 07/01/15 TRF\ 871.02TS-SPLICE FIBER IN CABINET.docx Splice Fiber in Cabinet E 11/01/23
TRF\ 871.03TS-TERMINATE FIBER IN
CABINET.docx Terminate Fiber in Cabinet E 11/01/23
TRF\ 871.04TS-FIBER OPTIC INTERCONNECT
CENTER PORTS.docx
Fiber Optic Interconnect Center Ports E 11/01/23
TRF\ 873.01TS-ELECTRIC CABLE.docx Electric Cable E 05/22/02 R 07/01/15
TRF\ 873.02TS-GROUNDING EXISTING
HANDHOLE FRAME AND COVER.docx Grounding Existing Handhole Frame And Cover
E 05/22/02 R 03/01/24
TRF\ 873.03TS-EVP SYSTEM LINE SENSOR
CABLE, NO. 20 3C.docx
Emergency Vehicle Priority System Line Sensor Cable, No. 20 3/C
E 01/01/13 R 07/01/15
TRF\ 873.04TS-RAILROAD INTERCONNECT
CABLE.docx
Railroad Interconnect Cable E 05/22/02 R 07/01/15
TRF\ 875.01TS-TRAFFIC SIGNAL POST.docx Traffic Signal Post E 05/22/02 R 03/01/25 TRF\ 875.02TS-PEDESTRIAN SIGNAL POST.docx Pedestrian Signal Post E 01/01/20 R
TRF\ 877.01TS-MAST ARM ASSEMBLY AND
POLE.docx Mast Arm Assembly And Pole E 05/22/02 R 07/01/15
TRF\ 877.02TS-CAMERA MOUNTING
ASSEMBLY.docx
Camera Mounting Assembly E 11/01/23
TRF\ 878.01TS-CONCRETE FOUNDATIONS.docx Concrete Foundations E 05/22/02 R 03/01/24
TRF\ 878.02TS-REMOVE AND REPLACE
ANCHOR BOLTS.docx Remove And Replace Anchor Bolts E 01/01/14 R 07/01/15
TRF\ 880.01TS-LED SIGNAL HEAD AND
OPTICALLY PROGRAMMED LED SIGNAL
HEAD.docx
Light Emitting Diode (Led) Signal Head And Optically Programmed Led Signal Head
E 05/22/02 R 03/01/25
700 (ILD1CC) Page 8 Nov 2025
TRF\ 880.02TS-FLASHING BEACON
INSTALLATION, RELOCATION AND
REMOVAL.docx
Flashing Beacon Installation, Relocation And Removal
E 01/01/07 R 03/01/24
TRF\ 880.03TS-LED SIGNAL FACE, LENS
COVER.docx
LED Signal Face, Lens Cover E 07/01/21 R 03/01/25
TRF\ 880.04TS-LED SIGNAL FACE, VISOR
HEATER.docx
LED Signal Face, Visor Heater E 07/01/21 R 04/01/24
TRF\ 880.05TS-LED MODULE
REPLACEMENT.docx
LED Signal Module Replacement E 08/01/23
TRF\ 881.01TS-LED PEDESTRIAN SIGNAL
HEAD.docx
Light Emitting Diode (LED) Pedestrian Signal Head
E 05/22/02 R 03/01/24
TRF\ 882.01TS-TRAFFIC SIGNAL
BACKPLATE.docx
Traffic Signal Backplate E 05/22/02 R 03/01/24
TRF\ 886.01TS-DETECTOR LOOP.docx Detector Loop E 05/22/02 R 03/01/24
TRF\ 886.02TS-DETECTOR LOOP
REPLACEMENT AND OR
INSTALLATION.docx
Detector Loop Replacement And/Or Installation (Roadway Grinding, Resurfacing, & Patching Operations)
E 01/01/85 R 03/01/24
TRF\ 886.03TS-RADAR VEHICLE DETECTION
SYSTEM.docx
Radar Vehicle Detection System E 07/01/15 R 03/01/24
TRF\ 886.04TS-VIDEO VEHICLE DETECTION
SYSTEM.docx
Video Vehicle Detection System E 01/01/20 R 03/01/24
TRF\ 887.01TS-EMERGENCY VEHICLE PRIORITY
SYSTEM.docx
Emergency Vehicle Priority System E 05/22/02 R 07/01/15
TRF\ 887.02TS-RELOCATE EXISTING EVP
SYSTEM, DETECTOR UNIT.docx
Relocate Existing Emergency Vehicle Priority System, Detector Unit
E 01/01/02 R 07/01/15
TRF\ 887.03TS-RELOCATE EXISTING EVP
SYSTEM, PHASING UNIT.docx
Relocate Existing Emergency Vehicle Priority System, Phasing Unit
E 01/01/02 R 07/01/15
TRF\ 887.04TS-OUTDOOR RATED NETWORK
CABLE.docx
Outdoor Rated Network Cable E 11/01/23
TRF\ 888.01TS-PEDESTRIAN PUSH-
BUTTON.docx
Pedestrian Push-Button E 05/22/02 R 03/01/24
TRF\ 888.02TS-ACCESSIBLE PEDESTRIAN
SIGNALS.docx
Accessible Pedestrian Signals E 04/01/03 R 03/01/25
TRF\ 890.01TS-TEMPORARY TRAFFIC SIGNAL
INSTALLATION.docx
Temporary Traffic Signal Installation E 05/22/02 R 03/01/25
TRF\ 890.02TS-TEMPORARY TRAFFIC SIGNAL
TIMING.docx
Temporary Traffic Signal Timing E 05/22/02 R 03/01/24
TRF\ 891.01TS-ILLUMINATED SIGN, LED.docx Illuminated Sign, Led E 05/22/02 R 07/01/15
TRF\ 891.02TS-LED INTERNALLY ILLUMINATED
STREET NAME SIGN.docx Led Internally Illuminated Street Name Sign E 05/22/02 R 07/01/21
TRF\ 892.01TS-CELLULAR MODEM.docx Cellular Modem E 11/01/23 TRF\ 892.02TS-TERMINAL SERVER.docx Terminal Server E 11/01/23 TRF\ 892.03TS-POE EXTENDER.docx POE Extender E 11/01/23 TRF\ 892.04TS-LAYER II DATALINK SWITCH.docx Layer II Datalink Switch E 11/01/23 R 09/01/24
TRF\ 892.05TS-LAYER III NETWORK
SWITCH.docx Layer III Network Switch
E 11/01/23
TRF\ 892.06TS-CENTRACS LICENSE
EXPANSION.docx
Centracs License Expansion E 11/01/23
TRF\ 892.07TS-TACTICS LICENSE
EXPANSION.docx
Tactics License Expansion E 11/01/23
TRF\ 892.08TS-REMOTE CONTROLLED VIDEO
SYSTEM.docx
Remote Controlled Video System E 11/01/23
700 (ILD1CC) Page 9 Nov 2025
TRF\ 892.09TS-RELOCATE NETWORK
SWITCH.docx
Relocate Network Switch E 03/01/25
TRF\ 895.01TS-MODIFY EXISTING CONTROLLER
CABINET.docx
Modify Existing Controller Cabinet E 05/22/02 R 07/01/15
TRF\ 895.02TS-REMOVE EXISTING TRAFFIC
SIGNAL EQUIPMENT.docx
Remove Existing Traffic Signal Equipment E 05/22/02 R 03/01/24
TRF\ 895.03TS-MODIFY EXISTING TYPE D
FOUNDATION.docx
Modify Existing Type "D" Foundation E 01/01/02 R 03/01/24
TRF\ 895.04TS-REBUILD EXISTING
HANDHOLE.docx
Rebuild Existing Handhole E 01/01/02 R 03/01/25
TRF\ 895.05TS-REBUILD EXISTING HANDHOLE
TO HEAVY-DUTY HANDHOLE.docx
Rebuild Existing Handhole To Heavy-Duty Handhole
E 01/01/02 R 07/01/15
TRF\ 895.06TS-RELOCATE EXISTING
PEDESTRIAN PUSH-BUTTON.docx
Relocate Existing Pedestrian Push-Button E 08/04/17
TRF\ 895.07TS-RELOCATE EXISTING PTZ
CAMERA.docx
Relocate Existing PTZ Camera E 03/01/25
FOLLOWING ARE THE CURRENT BDE SPECIAL PROVISIONS ISSUED BY THE CENTRAL BUREAU OF DESIGN AND ENVIRONMENT. PRELIMINARY AND FINAL SPECIAL PROVISIONS THAT ARE DISTRIBUTED FOR DISTRICT OR OUTSIDE AGENGY REVIEW SHOULD INCLUDE A COPY OF EACH APPLICABLE BDE SPECIAL PROVISION. FINAL SUBMITTAL TO THE CENTRAL OFFICE SHOULD ONLY INCLUDE THE BDE SPECIAL PROVISION CHECK SHEET WITH THE APPLICABLE SPECIAL
PROVISIONS CHECKED
ZD&E\ 20338.docx TRAINING SPECIAL PROVISIONS E 10/15/75 R 09/02/21 ZD&E\ 3426I.docx RAILROAD PROTECTIVE LIABILITY
INSURANCE
E 12/01/86 R 01/01/22
ZD&E\ 5026I.docx BUILDING REMOVAL WITH ASBESTOS
ABATEMENT
E 09/01/90 R 08/01/22
ZD&E\ 5053I.docx BUILDING REMOVAL E 09/01/90 R 08/01/22 ZD&E\ 80029.docx DISADVANTAGED BUSINESS
ENTERPRISE PARTICIPATION
E 09/01/00 R 01/02/25
ZD&E\ 80071.doc WORKING DAYS E 01/01/02 ZD&E\ 80099.docx ACCESSIBLE PEDESTRIAN SIGNALS
(APS)
E 04/01/03 R 01/01/21
ZD&E\ 80127.docx STEEL COST ADJUSTMENT E 04/02/04 R 11/01/25 ZD&E\ 80173.doc BITUMINOUS MATERIALS COST
ADJUSTMENTS
E 11/2/06 R 08/01/17
ZD&E\ 80192.docx AUTOMATED FLAGGER ASSISTANCE
DEVICES
E 01/01/08 R 04/01/23
ZD&E\ 80198.doc COMPLETION DATE (VIA CALENDAR
DAYS)
E 04/01/08
ZD&E\ 80199.doc COMPLETION DATE (VIA CALENDAR
DAYS) PLUS WORKING DAYS
E 04/01/08
ZD&E\ 80229.doc FUEL COST ADJUSTMENT E 04/01/09 R 08/01/17 ZD&E\ 80241.doc BRIDGE DEMOLITION DEBRIS E 07/01/09 ZD&E\ 80261.docx CONSTRUCTION AIR QUALITY-DIESEL
RETROFIT
E 06/01/10 R 01/01/25
ZD&E\ 80274.docx AGGREGATE SUBGRADE IMPROVEMENT E 04/01/12 R 04/01/22 ZD&E\ 80302.docx WEEKLY DBE TRUCKING REPORTS E 06/02/12 R 01/02/25 ZD&E\ 80340.docx SPEED DISPLAY TRAILER E 04/02/14 R 01/01/22 ZD&E\ 80384.docx COMPENSABLE DELAY COSTS E 06/02/17 R 04/01/19 ZD&E\ 80391.docx SUBCONTRACTOR MOBILIZATION
PAYMENTS
E 11/02/17 R 04/01/19
700 (ILD1CC) Page 10 Nov 2025
ZD&E\ 80397.docx SUBCONTRACTOR AND DBE PAYMENT
REPORTING
E 04/02/18
ZD&E\ 80426.docx BITUMINOUS SURFACE TREATMENT
WITH FOG SEAL
E 01/01/20 R 01/01/22
ZD&E\ 80427.docx WORK ZONE TRAFFIC CONTROL
DEVICES
E 03/02/20 R01/01/26
ZD&E\ 80429.docx ULTRA-THIN BONDED WEARING COURSE E 04/01/19 R 01/01/22 ZD&E\ 80433.docx GREEN PREFORMED THERMOPLASTIC
PAVEMENT MARKINGS
E 01/01/21 R 01/01/22
ZD&E\ 80435.docx SURFACE TESTING OF PAVEMENTS – IRI E 01/01/21 R 01/01/23 ZD&E\ 80437.docx SUBMISSION OF PAYROLL RECORDS E 04/01/21 R 11/02/23 ZD&E\ 80438.docx ILLINOIS WORKS APPRENTICESHIP
INITIATIVE – STATE FUNDED
CONTRACTS
E 06/02/21 R 04/02/24
ZD&E\ 80439.docx VEHICLE AND EQUIPMENT WARNING
LIGHTS
E 11/01/21 R 11/01/22
ZD&E\ 80441.docx PERFORMANCE GRADED ASPHALT
BINDER
E 01/01/23
ZD&E\ 80445.docx SEEDING E 11/01/22 ZD&E\ 80446.docx HOT-MIX ASPHALT - LONGITUDINAL
JOINT SEALANT
E 11/01/22 R 08/01/23
ZD&E\ 80447.docx GRADING AND SHAPING DITCHES E 01/01/23 ZD&E\ 80448.docx SOURCE OF SUPPLY AND QUALITY
REQUIREMENTS
E 01/02/23 R 01/01/26
ZD&E\ 80450.docx MECHANICALLY STABILIZED EARTH
RETAINING WALLS
E 08/01/23 R 08/01/25
ZD&E\ 80452.docx FULL LANE SEALANT WATERPROOFING
SYSTEM
E 11/01/23
ZD&E\ 80453.docx CONCRETE SEALER E 11/01/23 ZD&E\ 80454.docx WOOD SIGN SUPPORT E 11/01/23 ZD&E\ 80455.docx REMOVAL AND DISPOSAL OF
REGULATED SUBSTANCES
E 01/01/24 R 04/01/24
ZD&E\ 80456.docx HOT-MIX ASPHALT E 01/01/24 R01/01/26 ZD&E\ 80457.docx SHORT TERM AND TEMPORARY
PAVEMENT MARKINGS
E 04/01/24 R 04/02/24
ZD&E\ 80458.docx WATERPROOFING MEMBRANE SYSTEM E 08/01/24 ZD&E\ 80459.docx PREFORMED PLASTIC PAVEMENT
MARKING
E 06/02/24
ZD&E\ 80460.docx CEMENT, FINELY DIVIDED MINERALS, ADMIXTURES, CONCRETE, AND MORTAR
E 01/01/25 R01/01/26
ZD&E\ 80461.docx CONCRETE BARRIER E 01/01/25 ZD&E\ 80462.docx SIGN PANELS AND APPURTENANCES E 01/01/25 R 04/01/26 ZD&E\ 80463.docx SUBMISSION OF BIDDERS LIST
INFORMATION
E 01/02/25 R 03/02/25
ZD&E\ 80464.docx PAVEMENT MARKING INSPECTION E 04/01/25 R 11/01/25 ZD&E\ 80465.docx SURVEYING SERVICES E 04/01/25 ZD&E\ 80466.docx TEMPORARY RUMBLE STRIPS E 04/01/25 ZD&E\ 80467.docx EROSION CONTROL BLANKET E 08/01/25 ZD&E\ 80468.docx PAVEMENT PATCHING E 08/01/25 ZD&E\ 80469.docx SLOPE WALL E 08/01/25 ZD&E\ 80470.docx TRAFFIC SIGNAL BACKPLATE E 08/01/25 ZD&E\ 80471.docx GUARDRAIL E 11/01/25
700 (ILD1CC) Page 11 Nov 2025
ZD&E\ 80472.docx HIGH FRICTION SURFACE TREATMENT E 11/01/25 ZD&E\ 80473.docx RAISED REFLECTIVE PAVEMENT
MARKERS
E 11/01/25
ZD&E\ 80474.docx RESIDENTIAL DRIVEWAY TEMPORARY
SIGNAL
E 11/01/25
ZD&E\ 80475.docx BRIDGE DECK CONCRETE OVERLAYS E 01/01/26 ZD&E\ 80476.docx DECK SLAB REPAIR E 01/01/26 ZD&E\ 80477.docx LONGITUDINAL TINING E 01/01/26 ZD&E\ 80478.docx MODIFIED LONGITUDINAL
CONSTRUCTION JOINT
E 01/01/26
ZD&E\ 80479.docx SINUSOIDAL RUMBLE STRIPS E 01/01/26 ZD&E\ 80480.docx STRUCTURAL REPAIR OF CONCRETE E 01/01/26 ZD&E\ 80481.docx TEMPORARY CONCRETE BARRIER E 01/01/26
701 (ILD1) Page 1 Mar 1, 2011 Traffic Control and Protection 1 Page(s) Total
TRAFFIC CONTROL AND PROTECTION (ARTERIALS) (D1)
Effective: February 1, 1996 Revised: March 1, 2011
Specific traffic control plan details and Special Provisions have been prepared for this contract.
This work shall include all labor, materials, transportation, handling and incidental work necessary to furnish, install, maintain and remove all traffic control devices required as indicated in the plans and as approved by the Engineer.
When traffic is to be directed over a detour route, the Contractor shall furnish, erect, maintain and remove all applicable traffic control devices along the detour route according to the details shown in the plans.
Method of Measurement: All traffic control (except “Traffic Control and Protection (Expressways)” and temporary pavement markings) indicated on the traffic control plan details and specified in the Special Provisions will be measured for payment on a lump sum basis.
Basis of Payment: All traffic control and protection will be paid for at the contract lump sum price for TRAFFIC CONTROL AND PROTECTION (SPECIAL).
Temporary pavement markings will be paid for separately unless shown on a Standard.
CCDOTH 801 Page 1 October 12, 2023 Backer Rod Installation 1 Page(s) Total
SPECIAL PROVISION
FOR
BACKER ROD INSTALLATION
Work under this item shall be performed in accordance with Section 452 (Crack and Joint Sealing Portland Cement Concrete Pavement) of the IDOT Standard Specifications for Road and Bridge Construction, and as described herein.
Apply on concrete surface pavement cracks/joints greater than 0.75 inch deep.
Method of Measurement: This work will be paid for at the contract unit price per foot (meter) along the installed backer rod.
Basis of Payment: This work will be paid for at the contract unit price per foot (mete) for BACKER ROD
INSTALLATION
CCDOTH 802 P a g e | 1 November 18, 2025 Fiber Modified Crack Sealing 5 Pages Total
SPECIAL PROVISION
FOR
FIBER MODIFIED CRACK SEALING
Filling Cracks (All Pavement). This work consists of routing (unless identified otherwise in the contract plans), cleaning and filling transverse and longitudinal joints and cracks in existing hot mix asphalt and concrete surface pavements with fiber modified asphalt cement as shown in the plan details, as directed by the Engineer, and as described herein. Either Jobsite Mixed Filler material or Pre- Mixed Filler material may be used in this contract, in accordance to the specifications found here within.
Materials. Materials shall meet the requirement of the following Articles of Section 1000 - Materials:
A. Jobsite Mixed Filler
Fiber-modified asphalt crack filler mixed at the jobsite shall contain the following materials and be proportioned according to the following requirements:
1. Asphalt Binder - asphalt cement shall be PG 58-28, PG 58-22, or PG 64-22 (per Article 1032.01- 1032.05).
2. Fibers - fibers shall be short cut polypropylene fibers meeting the properties listed below:
Length mm: 8-12 Denier : 13-16 Crimps : None Tensile Strength, minimum, MPa (psi): 275 (40,000) Specific Gravity (typical) : 0.91 Moisture Regain @ 21 C (70 F) and 65% RH (typical) %: 0.1
3. Percent Fibers - the fiber-asphalt mixture shall contain a minimum of 8.0% by weight of fibers.
4. Heating Temperature - the fiber-asphalt filler shall be heated in the kettle at temperatures between 255 and 285 °F (124 and 141 °C). The temperature shall never exceed 290 °F (143 °C).
The fiber may be accepted on certification from the manufacturer that it meets the specified requirements.
Testing of jobsite mixed filler is discussed in the construction methods section.
All fiber shall be delivered to the work site in the original, sealed, manufacturer's packaging. Each bag to be incorporated into the finished product shall be properly identified with the name of the manufacturer, plant location, product name and type, date of manufacture, product weight, batch and lot number. The Contractor shall purchase a sufficient amount of material for the project, with the same batch and lot number. This information is to be clearly marked at the point of manufacture, by the manufacturer not by the Contractor's forces. Loose unmarked bags from a shipping box or open and partial bags of materials with or without the aforementioned identifying information will not be acceptable. Shipping
CCDOTH 802 P a g e | 2 November 18, 2025 paperwork confirming this information shall accompany the bags and be delivered to the Engineer prior to any incorporation of the fiber into the finished product.
B. Pre-Mixed Filler
Fiber-modified asphalt crack filler that is pre-mixed and packaged shall consist of fibers, asphalt binder, and other modifiers. The filler and its components shall be accepted on certification from the manufacturer that it meets the following requirements.
1. Asphalt Binder - the asphalt binder shall be PG 64-22
2. Fibers - fibers shall be short cut polyester fibers meeting the properties listed below.
Property Value Length, in. (mm) 0.25 ± 0.02 (6.3 ± 0.5) Denier 3 – 6 Crimps None Tensile Strength, Minimum, psi (MPa) 70,000 (482) Specific Gravity (typical) 1.32 – 1.40 Elongation at Break, % 35 – 38 Melt Temperature, F ( C) 475 – 490 (246 -254)
3. Percent Fibers - the fiber-asphalt mixture shall contain 5.0 ± 0.5% by weight of fibers.
The crack filler, in its final form, shall meet the following requirements when sampled and heated to the manufacturer's recommended maximum heating temperature according to ASTM D 5167.
Test Value Cone Penetration @77 F (25 C), ASTM D 5329
10-35 mm
Softening Point, ASTM D 36 175 F (79 C) min.
Maximum Heating Temperature 400 F (204 C) Application Temperature 350 F (177 C) min.
Equipment. An oil jacketed double wall kettle equipped with an agitator (reversing rotary auger action) and separate thermometers for the oil bath and mixing chamber will be required. The unit shall also be equipped with a reversible hydraulic hot asphalt pump and a recirculating pump to circulate the oil bath. The equipment must be capable of pumping a minimum of an 8% fiber content blend, for Jobsite Mixed material, in a consistent and acceptable manner, as decided by the Engineer. An air compressor capable of producing a minimum 620 kPa (90 psi) at the end of the discharge hose will be required. All equipment shall be, and shall be kept, in proper working order.
The routing machine shall have a steel circular, cutting head with carbide tipped cutters mounted radially. The machine shall be capable of routing a uniform, square shape approximately ¾" x ¾" in either a straight or irregular
CCDOTH 802 P a g e | 3 November 18, 2025 line. All equipment shall be, and shall be kept, in proper working order.
Preparation of Mixture for Jobsite Mixed Filler. The fiber modified asphalt cement or fiber- asphalt shall consist of a minimum of 8.0% by weight fiber in the fiber-asphalt mixture. Operating temperatures in the kettle shall be between 124 and 141 °C (255 and 285 °F). The temperature shall never exceed 143 °C (290 °F) as the fibers will melt into the asphalt cement.
The fiber-asphalt mixture shall be prepped and mixed on-site, within the presence of the Engineer's supervision, unless otherwise specified by the Engineer.
All materials shall be placed in the kettle and allowed to mix for a minimum of one half hour, or to the satisfaction of the Engineer, before material shall be prepped for placement.
All fiber-asphalt material mixed and prepped shall be used that same day. Excess material shall not be reheated and used the following day, unless approved by the Engineer in writing.
Construction Methods. All cracks greater than 0.1875 inch are to be filled within the project limits to the satisfaction of the Engineer.
Cracks measuring up to ¾ inch wide shall be routed and sealed to a depth of ¾ inch. Cracks greater than ¾ inch shall not require routing, just blown clean and clear of debris and moisture then sealed.
Cracks requiring routing shall be routed following the crack as nearly as possible, approximately ¾" wide by ¾" deep as close to a one to one ratio as possible.
Material from routing shall be picked up and properly disposed of. This material shall not be blown onto the shoulder (or within the ditch) or into traffic. Material found in the ROW or in traffic shall result in a deficiency of $1000 per each location and/or occurrence.
The fiber-asphalt filler shall be applied only when the joints and cracks are dry and free of dirt, organic material (ie vegetation), debris and loose filler. Organic material may either be removed physically or burned and removed, to the satisfaction of the Engineer. Filler shall be applied to a clean void. The joints and cracks shall be blown out with the 620 kPa (90 psi) compressed air. The blowing out operations shall be kept close to the filling operations to prevent debris being carried back into the cracks before filling. For such cracks that are greater than ¾ inch where the cracks are blown out, routing will not be required. A compressed air lance meeting the approval of the engineer may be used to clean the cracks.
The fiber-asphalt filler shall be applied using a pressurized wand delivery system with such devices as necessary to fill the cracks and form a nominal 3 mm (0.125 inch) thick by 75 mm (3 inch) wide overseal band centered so that the center of the 75 mm (3 inch) wide band is within 25 mm (1 inch) of the crack. The fiber-asphalt filler shall be applied taking care to not use excessive material in either thickness or location. The Engineer will approve the proposed extents that the Contractor suggests for filling of fine cracks. Care should be taken to not place filler on top of pavement markings, manholes and drainage castings.
The Contractor shall delegate one (or two; in case of absence) person from his crew who will operate the wand throughout the duration of the project. This person shall complete the contract unless approved in writing by the Engineer. This will help in providing a uniform and consistent result to the County's requirements.
CCDOTH 802 P a g e | 4 November 18, 2025
Material will be applied in one continuous, uniform band, and shall not be overlapped or applied in layers. Material overlapped, applied in layers, or found to be non-compliant will be removed and replaced at the Contractors expense.
The ambient temperature during filling shall be above 4 °C (40 °F) and below 29 °C (85 °F). The filler must cure before being opened to traffic. The contractor may use approved fine sand, mineral filler or portland cement to dust the filler if necessary to more quickly open the road to traffic. Dusting will be considered incidental.
The County reserves the right to randomly test crack fill material to determine fiber content. The percentage of fiber in the mixture will be calculated by determining weight of fibers relative to total weight of sample. Fibers will be weighed after asphalt binder is extracted via ASTM D8159 automated extraction.
A technical representative, from the fiber manufacturer who is familiar with the field placement of the product, shall be available for initial filling work. Any suggestions or recommendations shall be submitted to the Engineer for approval.
Any material placed in routed cracks identified as unacceptable by the Engineer shall be totally removed in full cross section the same day the notification has been conveyed from the Engineer to the Contractor. The failing area shall be inspected by the Engineer and any portions or remnants of material remaining shall be removed by the Contractor prior to placement of new material. New virgin material will then be applied in the rejected areas to the satisfaction of the Engineer. Removal and re-application of material to non-routed areas will be at the discretion of the Engineer
Method of Measurement. Filling of cracks will be measured for payment in in kilograms (pounds) of FIBER MODIFIED CRACK SEALING used.
Basis of Payment. This work will be paid for at the contract unit price per kilogram (pound) of FIBER MODIFIED CRACK SEALING. The unit price shall include the cleaning of the joints and cracks and the furnishing and placing of the filler.
FIBER MATERIAL CERTIFICATION
In addition to the material certification requirements set forth in the Supplemental Specifications for '1050.05 Fiber Modified Joint Sealer', under Poured Joint Sealers, the following information shall be required for material certification:
Prior to work, Contractor shall submit Information/Certification sheets from proposed supplier showing that proposed fiber meets specifications. This submittal shall allow time for the Engineer to review and approve/reject proposed source and material. Samples of fiber shall also be submitted for testing prior to work.
For Jobsite-Mixed Sealants, all fiber shall be delivered to the work site in the original, sealed, manufacturer's packaging. For Premixed Sealants, all materials shall be delivered to the work site in the original, sealed, manufacturer's packaging. Each package to be incorporated into the finished product shall be properly identified with the name of the manufacturer, plant location, product name and type, date of manufacture, and product weight. This information is to be clearly marked at the point of manufacture, by the manufacturer not by the Contractor's forces. Loose, unmarked, opened, or partial bags from a shipping box of materials with or without the aforementioned identifying information will not be acceptable. Shipping paperwork confirming this
CCDOTH 802 P a g e | 5 November 18, 2025 information shall accompany the bags and be delivered to the Engineer prior to any incorporation of the fiber into the finished product.
The Contractor shall obtain sufficient material so that the same batch and bin are used on the project.
803 (Contract Specific) Page 1 October 31, 2023 Crack Routing and Sealing 1 Page(s) Total
SPECIAL PROVISION
FOR
CRACK ROUTING AND SEALING (PAVEMENT)
Work under this item shall be performed in accordance with Section 451.
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