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Resolution 2006-022 G�tO6- ZQ Construction Illinois Depa rtment Resolution for Improvement by Municipality Under the Illinois of Transportation Highway Code x , BE IT RESOLVED, by the City Council of the Council or President and Board of Trustees United City of Yorkville Illinois City, Town or Village that the following described street(s) be improved under the Illinois Highway Code: Name of Thoroughfare Route From To I Countryside Parkway n/a East Kendall Drive Center Parkway BE IT FURTHER RESOLVED, 1. That the proposed improvement shall consist of bituminous surface removal and replacement, aggregate base course repair, PCC curb & gutter removal and replacment, thermoplastic pavement marking, and traffic control and protection. i and shall be constructed varies wide and be designated as Section 01- 00027 -00 -FP That there is hereby appropriated the (additional ❑ Yes ® No) sum of two hundred and twenty -five thousand and 00/ 100------------------------------- ---------------- ------- - ----- Dollars ( $225,000.00 ) for the improvement of said section from the municipality's allotment of Motor Fuel Tax funds. 3. That work shall be done by contract ; and, Specify Contract or Day Labor BE IT FURTHER RESOLVED, that the Clerk is hereby directed to transmit two certified copies of this resolution to the district office of the Department of Transportation. APPROVED I, Jackie Milschewski Clerk in and for the United City of Yorkville City, Town or Village County of Kendall , hereby certify the Date foregoing to be a true, perfect and complete copy of a resolution adopted by the City Council Council or President and Board of Trustees Department of Transportation at a meeting on March 28, 2006 rata IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this �J /rr ;:4% . day ofp� —Q� istric ngineer '— (SEAL) Clerk City, Town or Village BLR 4103 (Rev. 11 /00) i APR 0 1000 toc i Illinois Department of Transportation Division of Highways / District 3 700 East Norris Drive / Ottawa, Illinois / 61350 -0697 Telephone 815/434 -6131 April 12, 2006 Ms. Jacquelyn Milschewski City Clerk 800 Game Farm Road Yorkville, IL 60560 CITY -MFT Yorkville Section 01- 00027 -00 -FP Dear Ms. Milschewski: The resolution adopted by the City Council on March 28, 2006 appropriating $225,000.00 of Motor Fuel Tax funds for this section was approved today. This resolution provides for the improvement of Countryside Parkway from East Kendall Drive to Center Parkway. I `NOTE: Approval of this resolution does not authorize expenditure of MFT funds. Proper documentation must be received by our office prior to paying any bills out of the MFT account. If you have any questions or require additional information, please contact Craig Reedat 815 - 434 -8439. Sincerely, Gregory L. Mounts, P.E. Deputy Directo of Highways Region Two ngineer By: enneth R. Lang, P.E. District Local Roads & Streets Engineer cc: Joe Wywrot, City Engineer Debra Baxter, MFT Auditor GAW :CR:bb /Yorkville27FPResolution aco Af r� Illinois Department of Transportation Division of Highways / District 3 700 East Norris Drive / Ottawa, Illinois / 61350 -0697 Telephone 815/434 -6131 March 6, 2006 I Ms. Jacquelyn Milschewski City Clerk 800 Game Farm Road Yorkville, IL 60560 CITY - MFT Yorkville Section 01- 00027 -00 -FP Dear Ms. Milschewski: The plans, specifications, estimate of construction costs, and the contract proposal for this improvement were approved by the department today. A resolution will be required before advertisement on the bulletin is allowed. Please be reminded that in order to have a project processed by the department, a fully executed contract must be submitted for our approval prior to beginning work. The QC Addendum approved by the QA Manager must be forwarded to this office prior to work commencing. One set of the approved papers is attached. If you have any questions or require additional information, please contact Craig Reed at 815 - 434 -8439. Sincerely, Gregory L. Mounts, P.E. Deputy Director of Highways Region Two Engineer By: Kenneth R. Lang, P.E. District Local Roads & Streets Engineer cc: Ken Lang (Materials) Joe Wywrot KV:CR:bb /Yorkville01- 00027- 00- FPPlans Route Countryside Parkway Illinois Department Count Kendal of Transportation Local Agency Yorkville Section 01- 00027 -00 -FP (Construction) Estimate of Cost Location and brief description (Sta. and land description of beginning; Sta. only for end for county and road districts; street limits for municipality.) Countryside Parkway (E. Kendall Drive to Center Parkway) I Total Proiect Lenqth 951 FT Net Length 1 951 FT Bridge or Culvert !Surface Type Bituminous � Wla�� N/A Width N/A Type I I h I ' I Width I Varies Item I Items I Unit Quantity Unit Price Total Cost Number rARRIFn FORWARD See attached cost estimate I I I t ❑n, P qe Total ® Total Estimated Cost $222,510.50 'ade by ! Date 2/27/06 Checked by Date Page 1of 1 BLR 11510 (Rev. 7/05) Center Parkway) Countryside Parkway (E. Kendall - Roadway Improvements Section No. 01- 00027 -00 -FP 27- Feb -06 Item Unit Quantity Unit Price Cost 1 PAVEMENT REMOVAL, 6" SQ YD 7566 $5.00 $37,830.00 2 GUTTER OVERLAY REMOVAL FT 1468 $2.50 $3,670.00 3 AGGREGATE BASE REPAIR TON 230 $30.00 $6,900.00 4 GEOTECH. FABRIC FOR GROUND STABILIZATION SQ YD 380 $2.50 $950.00 5 COMB. CURB AND GUTTER REMOVAL FT 251 $10.00 $2,510.00 6 COMB. CONCRETE CURB AND GUTTER, TB6.12 FT 251 $25.00 $6,275.00 7 BUTT JOINT FT 456 $5.00 $2,280.00 8 PREPARATION OF BASE SQ YD 7566 $1.00 $7,566.00 9 BIT. CONC. BINDER CSE.,SUPERPAVE, IL 19.0 N50 TON 1740 $40.00 $69,600.00 10 BIT. CONC. SURFACE CSE.,SUPERPAVE, MIXTURE C N 50 TON 870 $44.00 $38,280.00 11 JOINT OR CRACK FILLING FT 3660 $0.50 $1,830.00 12 AGGREGATE SURFACE COURSE, TY B, 6" SQ YD 124 $30.00 $3,720.00 13 MANHOLES TO BE ADJUSTED EA 5 $250.00 $1,250.00 14 VALVE VAULT TO BE ADJUSTED EA 1 $250.00 $250.00 15 CATCH BASIN TO BE ADJUSTED EA 3 $250.00 $750.00 16 STORM SEWERS, TY 2, RCP, CL3, 12" FT 57 $35.00 $1,995.00 17 CATCH BASIN, TY A, T11 F &G EA 1 $1,500.00 $1,500.00 18 CONNECT TO EXISTING STRUCTURE EA 1 $300.00 $300.00 19 TRENCH BACKFILL CU YD 41 $35.00 $1,435.00 20 BIT. DRIVE REPAIR SQ YD 95 $55.00 $5,225.00 21 PCC DRIVE REPAIR SQ YD 29 $40.00 $1,160.00 22 SIDEWALK REMOVAL SQ FT 246 $1.50 $369.00 23 PC CONC SIDEWALK, 5 SQ FT 827 $5.50 $4,548.50 24 DETECTABLE WARNINGS SQ FT 100 $60.00 $6,000.00 25 THPL PVT MK LINE 12 FT 75 $4.00 $300.00 26 THPL PVT MK LINE 6 FT 1092 $3.00 $3,276.00 27 THPL PVT MK LTR & SYM SQ FT 17.6 $5.00 $88.00 28 RELOCATE SIGN PANEL ASSEMBLY, TY A EA 2 $100.00 $200.00 29 FURNISHING AND PLACING TOPSOIL, 6" SQ YD 246 $4.00 $984.00 30 SEEDING, CLASS 1A SQ YD 246 $2.00 $492.00 31 EROSION CONTROL BLANKET SQ YD 246 $2.00 $492.00 32 TEMPORARY PAVEMENT MARKING, LINE 4" FT 970 $0.50 $485.00 33 TRAFFIC CONTROL & PROTECTION L SUM 1 $10,000.00 $10,000.00 TOTAL $222,510.50 Illinois Department of Transportation Estimate of Time Required I , Route Countryside Parkway Section 01- 00027 -00 -FP County Kendall Project Countryside Parkway (E. Kendall - Center) Unit Rate Days Not Total Check One) Per Affecting Da Item � Quantity Days 9 s English Y El Metric Day Time Required See attached spreadsheet This is a completion date contract. Work must be completed by July 31, 2006 Total Actual Workinq Days Required 21 Total Days from page one 0 \ Total Days 21 �ividde by �- J r Date 2�27�2006 Checked by Date Checked by District Enqineer BDE 220A i 16- Feb -06 Estimate of Time Required Project: Countryside Parkway (E. Kendall Dr. - Center Pkwy) Days Not Affecting Total Days Item Unit Rate /Dav Plan Quantity Days Reo'd. Time Limit Required Adjusting Frames & Grates EA 5 9 1.8 0 1.8 Aggregate Base TON 100 230 2.3 0 2.3 Bit. Conc. Binder & Surface Course TON 500 2610 5.2 0 5.2 Bit. Materials GAL 5000 0 0.0 0 0.0 Catch Basins EA 5 1 0.2 0 0.2 Comb. Curb & Gutter FT 150 231 1.5 0 1.5 Conduit FT 375 0 0.0 0 0.0 Curb & Gutter Rem FT 400 231 0.6 0 0.6 Driveway Rem & Repl SO YD 300 124 0.4 0.4 0.0 Earth Excavation CU YD 1000 0 0.0 0 0.0 Electric Cable FT 2500 0 0.0 0 0.0 Trench Backfill CU YD 300 41 0.1 0 0.1 Inlets EA 5 0 0.0 0 0.0 Joint or Crack Filling FT 3000 3660 1.2 0 1.2 Manholes EA 3 0 0.0 0 0.0 Pavement Removal SO YD 3000 7566 2.5 0 2.5 Porous Granular Embankment TON 900 1 0 0.0 0 0.0 Preparation of Base SO YD 4000 7566 1.9 0 1.9 Seeding SO YD 1000 750 0.8 0 0.8 Shade Trees EA 15 0 0.0 0 0.0 PCC Sidewalk SO FT 500 462 0.9 0.9 0.0 Sanitary Sewer Const. FT 100 0 0.0 0 0.0 Storm Sewers FT 200 57 0.3 0 0.3 Streetlight Poles EA 7 0 0.0 0 0.0 Thermoplastic Pvmt Marking FT 2000 1000 0.5 0 0.5 Topsoil SO YD 2000 200 0.1 0 0.1 Traffic Control L SUM 1 1 1.0 0 1.0 Tree Removal ACRE 1.5 0 0.0 0 0.0 Trench & Backfill FT 450 0 0.0 0 0.0 Total Days 20.1 RETURN WITH BID I PROPOSAL SUBMITTED BY Contractor's Name Street P.O. Box i City State Zip Code STATE OF ILLINOIS U) COUNTY OF Kendall O .-. O E United City of Yorkville I0 LL (Insert name of City, Village, Town or Road District) CL W ` CD ESTIMATE OF COST, SPECIFICATIONS, PLANS, MATERIAL PROPOSAL, CONTRACT PROPOSAL, Z m CONTRACT AND CONTRACT BOND. W O W (Strike out that which is not applicable) 2 v ~ O Z Z FOR Ir N )D THE IMPROVEMENT OF W 4- O LO STREET NAME OR ROUTE NO. Countryside Pkwy J � C O O SECTION NO. 01- 00027 -00 -FP Z W TYPE OF FUNDS MFT W � Z C: TO BE CONSTRUCTED UNDER jr z THE PROVISIONS OF o THE ILLINOIS HIGHWAY CODE m Submitted Approved /Passed 2/27/06 APPROVED � �/ ,y / ��� DEPARTMENT OF TRANSPORTATION ./.t' Mayor For County and Road District Projects Only Date A Submitted /Approved N/A w-- IA Regional Engineer County Engineer /Superintendent of Highways Page 1 of 1 IL 494 -0328 BLR 12210 (Rev. 7/05) Printed on 2/27/2006 3:01:38 PM Illinois Department of Transportation Notice to Bidders Route Countryside Pkwy RETURN WITH BID County Kendall Local Agency Yorkville Section 01- 00027 -00 -FP Time and Place of Opening of Bids Sealed proposals for the improvement described below will be received at the office of the City Administrator 800 Game Farm Road, Yorkville, Illinois 60560 (address) until 11:00 o'clock A M., April 28, 2006 Proposals will be opened and read publicly (date) at 11:00 o'clock A M., April 28, 2006 at the office of the City Administrator (datel 800 Game Farm Road, Yorkville, Illinois 60560 (address) Description of Work Name Countryside Parkway Length 951.00 feet ( 0.18 miles) Location E. Kendall Drive to Center Pkwy Proposed Improvement Bituminous pavement removal and replacement, aggregate base repair, removal and replacement of combination curb & gutter, landscaping, and traffic control. Bidders Instructions 1. Plans and proposal forms will be available in the office of the City Administrator 800 Game Farm Road, Yorkville, Illinois 60560 2. If prequalification is required , the 2 low bidders must file within 24 hours after the letting an "Affidavit of Availability' (Form BC 57), in triplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County, Municipal and private work. One copy shall be filed with the Awarding Authority and 2 copies with the IDOT District Office. 3. All proposals must be accompanied by a proposal guaranty as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals contained in the "Supplemental Specifications and Recurring Special Provisions ". 4. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals contained in the "Supplemental Specifications and Recurring Special Provisions ". 5. Bidders need not return the entire contract proposal when bids are submitted unless otherwise required. Portions of the proposal that must be returned include the following: a. BLR 12210 -Contract Cover d. BLR 12222 - Contract Schedule of Prices b. BLR 12220 - Notice to Bidders e. BLR 12223- Signatures c. BLR 12221 - Contract Proposal f. BLR 12230 - Proposal Bid Bond (if applicable) 6. The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to the Contractor will be made only for the actual quantities of work performed and accepted or materials furnished according to the contract. The scheduled quantities of work to be done and materials to be furnished may be increased, decreased or omitted as hereinafter provided. l Page 1 of 2 BLR 12220 (Rev. 7/05) Printed on 2/27/2006 3:34:53 PM3:9�bg RAA i 7. Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands all requirements for the performance of work. The bidder will be responsible for all errors in the proposal resulting from failure or neglect to conduct an in depth examination. The Awarding Authority will, in no case be responsible for .I any costs, expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder. The bidder shall take no advantage of any error or omission in the proposal and advertised contract. 9. If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished by the Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents. When an envelope other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly indicate its contents. When sent by mail, the sealed proposal shall be addressed to the Awarding Authority at the address and in care of the official in whose office the bids are to be received. All proposals shall be filed prior to the time and at the place specified in the Notice to Bidders. Proposals received after the time specified will be returned to the bidder unopened. 10. Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before the time for opening proposals. 11. DOES NOT APPLY TO FEDERAL AID PROJECTS. In accordance with the provisions of Section 30 -22 (6) of the Illinois Procurement Code, the bidder certifies that it is a participant, either as an individual or as part of a group program, in the approved apprenticeship and training programs applicable to each type of work or craft that the bidder will perform with its own forces. The bidder further certifies for work that will be performed by subcontract that each of its subcontractors submitted for approval either (a) is, at the time of such bid, participating in an approved, applicable apprenticeship and training program; or (b) will, prior to commencement of performance of work pursuant to this contract, begin participation in an approved apprenticeship and training program applicable to the work of the subcontract. The Department, at any time before or after award, may require the production of a copy of each applicable Certificate of Registration issued by the United States Department of Labor evidencing such participation by the contractor and any or all of its subcontractors. Applicable apprenticeship and training programs are those that have been approved and registered with the United States Department of Labor. The bidder shall list in the space below, the official name of the program sponsor holding the Certificate of Registration for all of the types of work or crafts in which the bidder is a participant and that will be performed with the bidder's forces. Types of work or craft work that will be subcontracted shall be included and listed as subcontract work. The list shall also indicate any type of work or craft job category that does not have an applicable apprenticeship or training program. The bidder is responsible for making a complete report and shall make certain that each type of work or craft job category that will be utilized on the project is accounted for and listed. The requirements of this certification and disclosure are a material part of the contract, and the contractor shall require this certification provision to be included in all approved subcontracts. In order to fulfill this requirement, it shall not be necessary that an applicable program sponsor be currently taking or that it will take applications for apprenticeship, training or employment during the performance of the work of this contract. ;. .;o. By Order of United City of Yorkville _ (Awarding Authority) Municipal DWI< ite: All proposal documents, including Proposal Guaranty Checks or Proposal Bid Bonds, should be stapledt6g6ther't"reventl loss when bids are processed. <' Page 2 of 2 BLR 12220 (Rev. 7/05) Printed on 2/27/2006 3:34:53 PM3:9A-.*6&42-M i l SPECIAL PROVISIONS The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction ", adopted January 1, 2002, (hereinafter referred to as the Standard Specifications); the "Supplemental Specifications and Recurring Special Provisions ", dated March 1, 2005 and indicated on the Check Sheet included herein; the latest editions of the "Manual on Uniform Traffic Control Devices for Streets and Highways" and the "Standard Specifications for Water and Sewer Main Construction in Illinois" in effect on the date of invitation for bids which apply to and govern the proposed improvement designated as COUNTRSIDE PARKWAY ROADWAY IMPROVEMENTS, SECTION NO.01- 00027- 00 -FP ", and in case of conflict with any part or parts of said specification, standards, or criteria, these Special Provisions shall take precedence and govern. DESCRIPTION OF WORK: Work consists primarily of bituminous pavement removal and replacement Countryside Parkway between E. Kendall Drive and Center Parkway for a distance of 951 feet (0.1801 miles). Also included are base repair as necessary, removal and replacement of failed sections of combination curb and gutter, driveway and storm sewer construction, thermoplastic pavement marking, landscape restoration, and traffic control. PREOUALIFICATION OF BIDDERS: Prequalification of bidders in accordance with Recurring Special Provision LRS 6 will be required of all bidders on this project. BID SECURITY: Bid security shall be in the form of a bid bond, bank draft, certified or cashier's check in the amount of five (5 %) percent of the bid proposal. MATERIAL TICKETS: The Contractor shall furnish the Engineer with material delivery tickets for all materials furnished in conjunction with the construction of the project including, but not limited to, aggregate, all bituminous mixes and concrete. The delivery tickets shall be given to the Engineer each day at the end of the working day. MATERIAL CERTIFICATION: The Contractor shall furnish certifications to the Engineer from all suppliers for all materials except those to be inspected by the Engineer. The statements shall certify that the materials comply with the requirements of the Standard Specifications and these Special Provisions. No payment will be made for any item or materials until proper certification is submitted to the Engineer. PERIODIC CLEANUP: The contractor shall perform general cleanup of the worksite at least once a week. No driveway shall be left closed overnight. This work shall not be paid for separately, but shall be considered incidental to the contract. SP -1 I i PROJECT COMPLETION DATE: The project shall be complete by July 31, 2006 unless mutually agreed to otherwise or provided for in the contract documents. There shall be no j adjustment in the contract unit price for any items due to delays in their completion. BASELINES: All work shall be constructed in accordance with the lines as shown on the drawings or as given by the Engineer. Responsibility for keeping alignment shall belong to the Contractor. The Contractor shall use line references, as established by the Engineer, to establish his own working or construction lines as required at his own expense and shall be solely responsible for the accuracy thereof. The Contractor's work shall be subject to check and review of the Engineer. The Contractor shall safeguard all lines from damage by his operations, and { shall replace at his expense such damaged markers as determined by the Engineer. The Contractor shall safeguard all property corners, monuments, and marks adjacent to but not related to the work, and if required shall bear the cost of restoring these if damaged or moved during construction. PAVMENT REMOVAL. 6 ": This item shall be constructed in conformance with the requirements of Section 440 of the Standard Specifications to the depth indicated on the plans. Removal will consist of a combination of bituminous pavement and aggregate base course. Payment shall be made at the contract unit price per SQUARE YARD. GUTTER OVERLAY REMOVAL: This item consists of removing the existing bituminous overlay on the PCC gutter in accordance with the details in the plans and as directed by the engineer. Payment shall be made at the contract unit price per FOOT, as measured along the curb flow line. AGGREGATE BASE REPAIR:, This item consists of excavating unsuitable base course and subgrade areas to the depth indicated by the Engineer, and placing and compacting granular base course, Type B. Material gradation may vary between CA -1 and CA -6, depending on the extent or type of unsuitable base encountered as determined by the Engineer. This work shall be paid for at the contract unit price per TON, including excavation and disposal of unsuitable base, placement of new aggregate, and compaction and proof - rolling of the new aggregate. GEOTECHNICAL FABRIC FOR GROUND STABILIZTION:, This item shall be used at subgrade - undercut locations only. In addition to the requirements of Section 210 of the Standard Specifications, the contractor shall overlap the sides of any undercut excavation at least 12 inches. The geotechnical fabric shall be Amoco 2002 or approved equal. Geotechnical fabric shall be paid for at the contract unit price per SQUARE YARD. BUTT JOINT: This item consists of cutting a smooth vertical surface through existing pavement to allow for removal of pavement. Cutting shall be performed with a saw blade capable of cutting through the entire asphalt thickness being cut. This item shall be performed at all locations where the proposed pavement meets existing pavement, or at locations designated by the Engineer. This item shall also include a temporary ramp made of aggregate, millings, or asphalt for construction and local traffic to use while the roadway is under construction. This temporary ramp is not to be confused with temporary access at private and commercial entrances, which shall be paid for separately. Payment for BUTT JOINT shall be made at the contract unit price per FOOT. SP -2 PREPARATION OF BASE: In addition to the requirements of Section 358 of the Standard Specifications, this item consists of shaping, compacting, proof - rolling and string - lining the remaining aggregate base course to the dimensions indicated on the typical section prior to paving binder course. Proof - rolling shall be made with a tandem -axle truck with a net weight of at least 14 tons as many times as necessary until a satisfactory test is witnessed. Payment shall be made at the contract unit price per SQUARE YARD. JOINT OR CRACK FILLING: In addition to Section 451 of the Standard Specifications, this item consists of sealing the joints at the edge of pavement and butt joints. Payment shall be made at the contract unit price per FOOT. CATCH BASIN TO BE ADJUSTED: This item shall comply with Section 602 of the Standard Specifications. The catch basins are rectangular with internal dimensions of 24" x 36" and 6" thick walls. The contractor shall use precast adjusting rings that match the catch basin dimensions. The contractor shall seal between the catch basin, adjusting rings, and frame with mastic or butyl rope. CONNECT TO EXISTING STRUCTURE: This item consists of connecting proposed storm sewer to existing manholes or catch basins at the specified elevation. The contractor shall cut a clean hole, insert the new storm sewer, and patch with brick and mortar. This item shall be paid for at the contract unit price EACH, regardless of type of structure or storm sewer diameter. DETECTABLE WARNINGS: This item shall be constructed in accordance with Section 424 of the Standard Specifications. Detectable Warnings shall be a minimum of 5 inches thick, and colored red. Payment shall be made at the contract unit price per SQUARE FOOT. BIT. DRIVE REPAIR: This item consists of full depth saw - cutting, removing, and disposing of existing bituminous driveways as shown on the plans or as directed by the Engineer, and replacing with 3.5 inches of bituminous surface course over the existing aggregate base course. This item shall also be used to pay for patching of roadway pavement on Badger Street as indicated on the plans. Payment shall be made at the contract unit price per SQUARE YARD. PCC DRIVE REPAIR: This item consists of full depth saw - cutting, removing existing PCC driveway aprons, grading and compacting the existing aggregate base, and constructing 8" of Portland Cement Concrete driveways at locations shown on the plans or as directed by the engineer. Payment shall be at the contract unit price per SQUARE YARD. SEEDING. CLASS IA: This item shall comply with Section 250 of the Standard Specifications, and shall also include application of Nitrogen, Phosphorus, and Potassium fertilizer nutrients at the rates indicated in the Standard Specifications. Payment shall be made at the contract unit price per square yard. SP -3 i TRAFFIC CONTROL AND PROTECTION:, Traffic control shall be in accordance with the plans, 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 herein and in the plans and the Standard Specifications for Traffic Control Items. The roadway shall remain open to through traffic during construction and a detour route signed in accordance with the details shown on Plan Sheets 6 and 7. The contractor shall perform as much work as possible, such as curb removal and replacement, sanitary sewer and storm sewer construction, etc., before the detour route is implemented. Special attention is called to the following sections of the Standard Specifications, the Highway Standards, and the special provisions relating to traffic control: Standard Specifications: Section 701— Work Zone Traffic Control Section 702 — Work Zone Traffic Control Devices Section 703 — Work Zone Pavement Markings SP -4 Highway Standards: 701601 701606 701701 702001 In addition, the following also relate to traffic control for this project: SPECIAL PROVISIONS: Traffic Control Deficiency Deduction SUPPLEMENTAL SPECIFICATIONS: 701 Work Zone Traffic Control 703 Work Zone Pavement Marking All applicable traffic control standards required and detour signage as shown on the Traffic Control Plan on Sheets 6 and 7 will be paid for at the contract unit price on a LUMP SUM basis. 1 SP -4 l INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted March 1, 2005 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 -02) (Revised 3 -1 -05) SUPPLEMENTAL SPECIFICATIONS Std. Spec. Sec. Page No. 101 Definition of Terms .................................................... ............................... 1 105 Control of Work ......................................................... ............................... 2 205 Embankment ............................................................ ............................... 3 251 Mulch ....................................................................... ............................... 4 281 Riprap ....................................................................... .. .............................. 5 282 Filter Fabric for Use With Riprap ............................... ............................... 8 285 Concrete Revetment Mats ........................................ ............................... 10 311 Granular Subbase ..................................................... ............................... 14 351 Aggregate Base Course ............................................ ............................... 15 440 Removal of Existing Pavement and Appurtenances . ............................... 16 442 Pavement Patching .................................................. ............................... 17 449 Removal and Replacement of Preformed Elastomeric Compression JointSeal ............................................................. ............................... 18 481 Aggregate Shoulders ............................................... ............................... 19 501 Removal of Existing Structures ................................. ............................... 20 503 Concrete Structures ................................................. ............................... 21 505 Steel Structures ........................................................ ............................... 22 506 Cleaning and. Painting Metal Structures ................... ............................... 25 508 Reinforcement Bars ................................................. ............................... 26 512 Piling ........................................................................ ............................... 27 540 Box Culverts .............................................................. ............................... 28 589 Elastic Joint Sealer ................................................... ............................... 30 602 Catch Basin, Manhole, Inlet, Drainage Structures and Valve Vault Construction, Adjustment and Reconstruction ...... ............................... 31 603 Adjusting Frames and Grates of Drainage and Utility Structures ............ 32 610 Shoulder Inlets with Curb ......................................... ............................... 33 665 Woven Wire Fence ................................................... ............................... 34 669 Removal and Disposal of Regulated Substances .... ............................... 35 671 Mobilization .............................................................. ............................... 36 702 Work Zone Traffic Control Devices .......................... ............................... 37 1003 Fine Aggregates ....................................................... ............................... 38 1004 Coarse Aggregate .................................................... ............................... 39 1005 Stone, Concrete Blocks and Broken Concrete for Erosion Protection, Sediment Control and Rockfill .............................. ............................... 42 1006 Metals ...................................................................... ............................... 46 ii 1007 Timber and Preservative Treatment .. ...... 49 ................ 1012 Hydrated Lime ........................................ ............................... 50 1020 Portland Cement Concrete ....................................... ............................... 51 1021 Concrete Admixtures ................................................ ............................... 58 1022 Concrete Curing Materials ....................................... ............................... 59 1024 Nonshrink Grout ....................................................... ............................... 61 1041 Brick ......................................................................... ............................... 63 1043 Precast Reinforced Concrete Manhole Sections and Adjusting Rings..... 64 1056 Preformed Flexible Gaskets and Mastic Joint Sealer for Sewerand Culvert Pipe ....................................... ............................... 66 1059 Elastic Joint Sealers ................................................. ............................... 67 1060 Waterproofing Materials ........................................... ............................... 68 1069 Pole and Tower ........................ ......................... :..................................... 69 1070 Foundation and Breakaway Devices ........................ ............................... 70 1077 Post and Foundation ................................................ ............................... 72 1080 Fabric Materials ........................................................ ............................... 73 1081 Materials For Planting .............................................. ............................... 76 1083 Elastomeric Bearings ............................................... ............................... 77 1094 Overhead Sign Structures ........................................ ............................... 78 1103 Portland Cement Concrete Equipment ..................... ............................... 79 l I CHECK SHEET FOR RECURRING SPECIAL PROVISIONS Adopted March .1, 2005 The following RECURRING SPECIAL PROVISIONS indicated by an "X" are applicable to this contract and are included by reference: RECURRING SPECIAL PROVISIONS CHECK SHEET # PAGE NO. 1 ❑ State Required Contract Provision All Federal -aid Construction Contracts (Eff. 2 -1 -69) (Rev. 10-1-83) ........... ............................... 80 2 ❑ Subletting of Contracts (Federal Aid Contracts) (Eff. 1-1-88) (Rev. 5- 1- 93) ....................................................... ............................... 82 3 ❑ EEO (Eff. 7- 21 -78) (Rev. 11-18-80) .................................................................................................................... ............................... 83 4 ❑ Specific Equal Employment Opportunity Responsibilities Non Federal -aid Contracts (Eff. 3- 20 -69) (Rev. 1- 1- 94) .......................... 94 5 ❑ Required Provisions - State Contracts (Eff. 4 -1 -65) (Rev. 4 -1 -93) ..................................................................... ............................... 100 6 Reserved ........................................................................................................................................................... ............................... 105 7 ❑ Asphalt Quantities and Cost Reviews (Eff. 7 -1 -88) ............................................................................................ ............................... 106 8 ❑ National Pollutant Discharge Elimination System Permit (Eff 7 -1 -94) (Rev. 1- 1- 03) .......................................... ............................... 107 9 ❑ Haul Road Stream Crossings, Other Temporary Stream Crossings, and In- Stream Work Pads (Eff. 1-2-92) (Rev. 1-1-98) ........... 108 10 ❑ Construction Layout Stakes Except for Structure" (Eff. 1 -1 -99) (Rev. 1-1-02) ................................................... ............................... 109 11 ❑ Construction Layout Stakes (Eff. 5 -1 -93) (Rev. 1-1-02) ..................................................................................... ............................... 112 12 ❑ Use of Geotextile Fabric for Railroad Crossing (Eff. 1 -1 -95) ( Rev. 1- 1- 97) ........................................................ ............................... 115 13 ❑ Asphaltic Emulsion Slurry Seal and Fibrated Asphaltic Emulsion Slurry Seal (Eff. 8 -1 -89) (Rev. 2 -1 -97) ......... ............................... 117 14 ❑ Bituminous Surface Treatment Half -Smart (Eff. 7 -1 -93) (Rev. 1 -1 -97) .............................................................. ............................... 123 15 ® Quality Control /Quality Assurance of Bituminous Concrete Mixtures (Eff. 1-1-00) (Rev. 3 -1 -05) ...................... ............................... 129 16 ❑ Subsealing of Concrete Pavements (Eff. 11 -1 -84) (Rev. 2- 1- 95) ....................................................................... ............................... 148 17 ❑ Bituminous Surface Removal (Cold Milling) (Eff. 11 -1 -87) (Rev. 10-15-97) ....................................................... ............................... 152 18 ❑ Resurfacing of Milled Surfaces (Eff. 10- 1- 95) ..................................................................................................... ............................... 154 19 ❑ PCC Partial Depth Bituminous Patching (Eff. 1 -1 -98) ........................................................................................ ............................... 155 20 ❑ Patching with Bituminous Overlay Removal (Eff. 10 -1 -95) (Rev. 7- 1- 99) ........................................................... ............................... 157 21 Reserved ........................................................................................................................................................... ............................... 159 22 ❑ Protective Shield System (Eff. 4 -1 -95) (Rev, 1-1-03) ......................................................................................... ............................... 160 23 ❑ Polymer Concrete (Eff. 8 -1 -95) (Rev. 3 -1 -05) 24 ❑ Controlled Low Strength Material (CLSM) (Eff. 1-1-90) (Rev. 3 -1 -05) ............................................................... ............................... 164 25 ❑ Pipe Underdrains (Eff. 9 -9 -87) (Rev. 1 -1 -98) ..................................................................................................... ............................... 169 26 ❑ Guardrail and Barrier Wall Delineation (Eff. 12- 15 -93) (Rev. 1-1-97) ................................................................. ............................... 170 27 ❑ Bicycle Racks (Eff. 4 -1 -94) (Rev. 1-1-97) ........................................................................................................... ............................... 175 28 Reserved ........................................................................................................................................................... ............................... 177 29 Reserved ........................................................................................................................................................... ..............:................ 178 30 Reserved ........................................................................................................................................................... ............................... 179 31 ❑ Night Time Inspection of Roadway Lighting (Eff. 5- 1- 96) ................................................................................... ............................... 180 32 Reserved .... :.......................................... ... ........ ....... .. ..... . ... . ............ ........ ..... .. ... .. ........ . ... ... .... ... .... ... .... .. ......... .. .... ..... ...................... 181 33 ❑ English Substitution of Metric Bolts (Eff. 7- 1- 96) ................................................................................................ ............................... 182 34 ❑ English Substitution of Metric Reinforcement Bars (Eff. 4 -1 -96) (Rev. 1-1-03) .................................................. ............................... 183 35 ❑ Polymer Modified Emulsified Asphalt (Eff. 5- 15 -89) (Rev. 1-1-04) ..................................................................... ............................... 185 36 ❑ Corrosion Inhibitor (Eff. 3 -1 -80) (Rev. 7- 1- 99) .................................................................................................... ............................... 187 37 ❑ QC of Concrete Mixtures at the Plant - Single A (Eff. 8 -1 -00) (Rev. 1-1-04) ...................................................... ............................... 188 _ 38 ❑ QC of Concrete Mixtures at the Plant - Double A (Eff. 8 -1 -00) (Rev. 1-1-04) .................................................... ............................... 194 39 ❑ Quality Control /Quality Assurance of Concrete Mixtures (Eff. 4 -1 -92) ( Rev. 3 -1 -05) ........................................ ............................... 202 40 ❑ Traffic Barrier Terminal Type 1, Special (Eff. 8 -1 -94) (Rev. 1- 1- 03) ................................................................... ............................... 215 41 Reserved ........................................................................................................................................................... ............................... 216 42 Segregation Control of Bituminous Concrete ( Eff. 7- 15- 97) ............................................................................... ............................... 217 43 Reserved ........................................................................................................................................................... ............................... 220 1 I I i CHECK SHEET FOR RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS { Adopted March 1, 2005 The following RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS indicated by an "X" are applicable to this contract and are included by reference: RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS CHECK SHEET # PAGE NO. LRS 1 Cooperation With Utilities (Eff.1 -1 -99) (Rev. 1-1-02) ......................................................................................... ............................... 222 LRS 2 ❑ Furnished Excavation (Eff.1 -1 -99) (Rev. 1-1-02) ............................................................................................... ............................... LRS 3 Construction Zone Traffic Control (Eff.1 -1 -99) .................................................................................................. ............................... 225 22 LRS4 El Flaggers in Work Zones (Eff.1 -1 -99) ................................................................................................................. ............................... 227 LRS5 Reserved ............................................................................................................................ ............................... LRS 6 ;ff Bidding Requirements and Conditions for Contract Proposals (Eff.1 -1 -02) ...................................................... ............................... 228 LRS 7 ❑ Bidding Requirements and Conditions for Material Proposals (Rev. 1-1-03) ..................................................... ............................... 23 LRS 8 E9 Failure to Complete the Work on Time ( Eff. 1- 1- 99) ........................................................................................... ............................... 240 LRS9 ❑ Bituminous Surface Treatments ( Eff. 1- 1- 99) ..................................................................................................... ............................... 241 LRS 10 ❑ Reflective Sheeting Type C (Eff.1 -1 -99) ( Rev. 1- 1- 02) ...................................................................................... ............................... 242 LRS11 D4 Employment Practices ( Eff. 1- 1- 99) .................................................................................................................... ............................... 243 LRS 12 ❑ Wages of Employees on Public Works (Eff.1 -1 -99) .......................................................................................... ............................... 245 LRS13 Selection of Labor (Eff.1 -1 -99) .......................................................................................................................... ............................... 246 I I BDE SPECIAL PROVISIONS For The April 28, and June 16, 2006 Lettings The following special provisions indicated by an "x" are applicable to this contract and will be included by the Project Development and Implementation Section of the BD &E. An * indicates a new or revised special provision for the letting. File Name # Special Provision Title Effective Revised 80099 1 Accessible Pedestrian Signals (APS) April 1, 2003 80156 2 >< Aggregate Shipping Tickets Jan. 1, 2006 80108 3 Asbestos Bearing Pad Removal Nov. 1, 2003 72541 4 Asbestos Waterproofing Membrane and Asbestos Bituminous June 1, 1989 June 30,1994 Concrete Surface Removal 80128 5 Authority of Railroad Engineer July 1, 2004 80065 6 Bituminous Base Course/Widening Superpave April 1, 2002 Aug. 1, 2005 80050 7 Bituminous Concrete Surface Course April 1, 2001 April 1, 2003 80142 8 ;5< Bituminous Equipment, Spreading and Finishing Machine Jan. 1, 2005 80066 9 Bridge Deck Construction April 1, 2002 April 1, 2004 50261 10 Building Removal -Case I (Non - Friable and Friable Asbestos) Sept. 1, 1990 Aug. 1, 2001 50481 11 Building Removal -Case II (Non - Friable Asbestos) Sept. 1, 1990 Aug. 1, 2001 50491 12 Building Removal -Case III (Friable Asbestos) Sept. 1, 1990 Aug. 1, 2001 50531 13 Building Removal -Case IV (No Asbestos) Sept. 1, 1990 Aug. 1, 2001 80118 14 Butt Joints April 1, 2004 April 1, 2005 80031 15 Calcium Chloride Accelerator for Portland Cement Concrete Patching Jan. 1, 2001 80077 16 Chair Supports Nov. 1, 2002 Nov. 2, 2002 80051 17 > Coarse Aggregate for Trench Backfill, Backfill and Bedding April 1, 2001 Nov. 1, 2003 80094 18 Concrete Admixtures Jan. 1, 2003 July 1, 2004 1 80112 19 Concrete Barrier Jan. 1, 2004 April 2, 2004 80102 20 Corrugated Metal Pipe Culverts Aug. 1, 2003 July 1, 2004 80114 21 }C Curing and Protection of Concrete Construction Jan. 1, 2004 Nov. 1, 2005 80146 22 X Detectable Warnings Aug. 1, 2005 80029 23 Disadvantaged Business Enterprise Participation Sept. 1, 2000 June 22, 2005 80144 24 Elastomeric Bearings April 1, 2005 31578 25 Epoxy Coating on Reinforcement April 1, 1997 Jan. 1, 2003 80041 26 Epoxy Pavement Marking Jan. 1, 2001 Aug. 1, 2003 80055 27 Erosion and Sediment Control Deficiency Deduction Aug. 1, 2001 Nov. 1, 2001 80103 28 Expansion Joints Aug. 1, 2003 80101 29. Flagger Vests April 1, 2003 Jan. 1, 2006 80079 30 Freeze -Thaw Rating Nov. 1, 2002 80072 31 Furnished Excavation Aug. 1, 2002 Nov. 1, 2004 80054 32 5G Hand Vibrator Nov. 1, 2003 80147 33 Illuminated Sign Aug. 1, 2005 80109 34 Impact Attenuators Nov. 1, 2003 80110 35 ImpactAttenuators, Temporary Nov. 1, 2003 April 1, 2004 80104 36 Inlet Filters Aug. 1, 2003 80080 37 Insertion Lining of Pipe Culverts Nov. 1, 2002 Aug. 1, 2003 * 80150 38_ Light Emitting Diode (LED) Pedestrian Signal Head Nov. 1, 2005 April 1; 2006 80067 39 Light Emitting Diode (LED) Signal Head April 1, 2002 Nov. 1, 2005 80081 40 Lime Gradation Requirements Nov. 1, 2002 . 80133 :41; Lime Stabilized Soil Mixture Nov. 1, 2004 April 1, 2006- * . 80158 , Manholes _ April .1, 2006 80045 43 Material Transfer Device June 15, 1999 March 1, 2001 80137 44 Minimum Lane Width with Lane Closure Jan. 1, 2005 80138 45 Mulching Seeded Areas Jan. 1, 2005 80082 46 Multilane Pavement Patching Nov. 1, 2002 1 .-'ile Name # Special Provision Title Effective Revised 80129 47 Notched Wedge Longitudinal Joint July 1, 2004 80069 48 Organic Zinc -Rich Paint System Nov. 1, 2001 Aug. 1, 2003 80116 49 Partial Payments Sept. 1, 2003 80013 50 Pavement and Shoulder Resurfacing Feb. 1, 2000 July 1, 2004 53600 51 Pavement Thickness Determination for Payment April 1, 1999 Jan. 1, 2004 . ' 80022: 52 Payments to Subcontractors June 1, 2000 Jan. 1, 2006 80155 53 _ Payrolls and Payroll Records Aug. 10, 2005 80130 54 Personal Protective Equipment July 1, 2004 80148 55 Planting Woody Plants Jan. 1, 2006 80134 56 Plastic Blockouts for Guardrail Nov. 1, 2004 80073 57 Polymer Modified Emulsified Asphalt Nov. 1, 2002 80119 58 Polyurea Pavement Marking April 1, 2004 80124 59 Portable Changeable Message Signs Nov. 1, 1993 April 2, 2004 80139 60 >< Portland Cement Jan. 1, 2005 Nov. 1, 2005 80083 61 Portland Cement Concrete Nov. 1, 2002 80036 62 Portland Cement Concrete Patching Jan. 1, 2001 Jan. 1, 2004 419 63 Precast Concrete Products July 1, 1999 Nov. 1, 2004 80120 64 Precast, Prestressed Concrete Members April 1, 2004 80084 65 Preformed Recycled Rubber Joint Filler Nov. 1, 2002 80015 66 Public Convenience and Safety Jan. 1, 2000 80121 67 PVC Pipeliner April 1, 2004 April 1, 200 80159 68 Railroad Flaggers April 1, 2006 80122 69 Railroad, Full- Actuated Controller and Cabinet April 1, 2004 34261 70 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006 80157 71 Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006 80105 72 Raised Reflective Pavement Markers (Bridge) Aug. 1, 2003 80011 73 RAP for Use in Bituminous Concrete Mixtures Jan. 1, 2000 April 1, 2002 80160. 74 Reflective Crack Control Treatment ` ' . April 1, 2006 80151 75 Reinforcement Bars Nov. 1, 2005 Nov. 2, 2005 80032 76 Remove and Re -Erect Steel Plate Beam Guardrail and Traffic Barrier Jan. 1, 2001 Jan. 1, 2005 Terminals 80085 77 T Sealing Abandoned Water Wells Nov. 1, 2002 80131 78 Seeding and Sodding July 1, 2004 Aug. 1, 2005 80152 79 Self- Consolidating Concrete for Cast -In -Place Construction Nov. 1, 2005 80132 80 Self- Consolidating Concrete for Precast Products July 1, 2004 Nov. 1, 2005 80096 81 Shoulder Rumble Strips Jan. 1, 2003 80140 82 Shoulder Stabilization at Guardrail Jan. 1, 2005 80135 83 Soil Modification Nov. 1, 2004. April 1, 2006 80070 84 Stabilized Subbase and Bituminous Shoulders Superpave April 1, 2002 Aug. 1, 2005 80127 85 Steel Cost Adjustment April 2, 2004 July 1, 2004 80153 86 Steel Plate Beam Guardrail Nov. 1, 2005 80143 87 Subcontractor Mobilization Payments April 2, 2005 80086 88 jG Subgrade Preparation Nov. 1, 2002 80136 89 Superpave Bituminous Concrete Mixture IL -4.75 Nov. 1, 2004 80010 90 >< Superpave Bituminous Concrete Mixtures Jan. 1, 2000 April 1, 2004 80039 91 Superpave Bituminous Concrete Mixtures (Low ESAL) Jan. 1, 2001 April 1, 2004 80075 92 Surface Testing of Pavements April 1, 2002 Nov. 1, 2005 80145 93 Suspension of Slipformed Parapets June 11, 2004 80092 94 Temporary Concrete Barrier Oct. 1, 2002 Nov. 1, 2003 80087 95 Temporary Erosion Control Nov. 1, 2002 80008 96 Temporary Module Glare Screen System Jan. 1, 2000 80106 97 Temporary Portable Bridge Traffic Signals Aug. 1, 2003 80098 98 Traffic Barrier Terminals Jan. 1, 2003 I life Name # Soecial Provision Title Effective Revised 57291 99 >< Traffic Control Deficiency Deduction April 1, 1992 Jan. 1, 2005 80161 100 Traffic Signal Grounding April 1, 2006 20338 101 Training Special Provisions Oct. 15, 1975 80107 102 Transient Voltage Surge Suppression Aug. 1, 2003 80123 103 Truck Bed Release Agent April 1, 2004 80154 104 Turf Reinforcement Mat Nov. 1, 2005 80162.105 Uninterruptat�le Powes Supply (UPS) April 1, 2006 80149 106 Variable Spaced Tining Aug. 1, 2005 80163 107 Water Blaster with Vacuum Recovery : April 1, 2006 80048 108 Weight Control Deficiency Deduction April 1, 2001 Aug. 1, 2002 80090 109 _ Work Zone Public Information Signs Sept. 1, 2002. Jan. 1, 2005 80125 110 Work Zone Speed Limit Signs April 2, 2004 Jan. 1, 2006 80126 111 Work Zone Traffic Control April 2, 2004 Nov. 1, 2005 80097 112 ,_ Work Zone Traffic Control Devices Jan. 1, 2003 Nov. 1, 2004 80071 113 i Working Days Jan. 1, 2002 The following special provisions have been deleted from use: 80141 Additional Award Criteria This special provision is no longer required. 80113 Curb Ramos for Sidewalk This special provision has been replaced by the BDE Special Provision, "Detectable Warnings ". The following special provisions require additional information from the designer. The additional information needs to be included in a separate document attached to this check sheet. The Project Development and Implementation section will then include the information in the applicable special provision. The Special Provisions are: • Building Removal -Case 1 • Building Removal -Case IV . Railroad Protective Liability Insurance • Building Removal -Case II • DBE Participation • Training Special Provisions • Building Removal -Case III • Material Transfer Device • Working Days I i 1 � 1 AGGREGATE SHIPPING TICKETS (BDE) Effective: January 1, 2006 Add the following to Article 1003.01 of the Standard Specifications: "(f) Shipping Tickets. Shipping tickets for the material shall be according to the current Bureau of Materials and Physical Research Policy. Memorandum, "Designation of Aggregate Information on Shipping Tickets "." Add the following to Article 1004.01 of the Standard Specifications: "(f) Shipping Tickets. Shipping tickets for the material shall be according to the current Bureau of Materials and Physical Research Policy Memorandum, "Designation of Aggregate Information on Shipping Tickets "." I Add the following to Article 1005.01 of the Supplemental Specifications: °(d) Shipping Tickets. Shipping tickets for the material shall be according to the current Bureau of Materials and Physical Research Policy Memorandum, "Designation of Aggregate Information on Shipping Tickets "." 80156 BITUMINOUS CONCRETE SURFACE COURSE (BDE) Effective: April 1, 2001 Revised: April 1, 2003 Replace the fourth paragraph of Article 406.23(b) of the Standard Specifications with the following: i "Mixture for cracks, joints, flangeways, leveling binder (machine method), leveling binder (hand method) and binder course in excess of 103 percent of the quantity specified by the Engineer will not be measured for payment. i Surface course mixture in excess of 103 percent of adjusted plan quantity will not be measured for payment. The adjusted plan quantity for surface course mixtures will be calculated as follows: Adjusted Plan Quantity = C x quantity shown on the plans or as specified by the Engineer. Gmb x 24.99 Gmb x 46.8 U where C= metric: C= English: C= U and where: G mb = average bulk specific gravity from approved mix design. U = Unit weight of surface course shown on the plans in kg /sq m/25 mm (lb /sq yd /in.), used to estimate plan quantity. 24.99 = metric constant. 46.8 = English constant. If project circumstances warrant a new surface course mix design, the above equations shall be used to calculate the adjusted plan quantity for each mix design using its respective average bulk specific gravity." 80050 i ( � BITUMINOUS EQUIPMENT, SPREADING AND FINISHING MACHINE (BDE) Effective: January 1, 2005 Revise the fourth paragraph of Article 1102.03 of the Standard Specifications to read: "The paver shall be equipped with a receiving hopper having sufficient capacity for a uniform spreading operation. The hopper shall be equipped with a distribution system to uniformly place a non - segregated mixture in front of the screed. The distribution system shall have chain curtains, deflector plates, and /or other devices designed and built by the paver manufacturer to prevent segregation during distribution of the mixture from the hopper to the paver screed. The Contractor shall submit a written certification that the devices recommended by the paver manufacturer to prevent segregation have been installed and are operational. Prior to paving, the Contractor, in the presence of the Engineer, shall visually inspect paver parts specifically identified by the manufacturer for excessive wear and the need for replacement. The Contractor shall supply a completed check list to the Engineer noting the condition of the parts. Worn parts shall be replaced. The Engineer may require an additional inspection prior to placement of the surface course or at other times throughout the work." 80142 I I I C COARSE AGGREGATE FOR TRENCH BACKFILL, BACKFILL AND BEDDING (BDE) Effective: April 1, 2001 Revised: November 1, 2003 Revise Article 208.02 of the Standard Specifications to read: "208.02 Materials. Materials shall be according to the following Articles of Section 1000 — Materials: (a) Fine Aggregate (Note 1) ................................ ............................... ......................:.1003.04 (b) Coarse Aggregate (Note 2) ........................... ............................... ........................1004.06 Note 1. The fine aggregate shall be moist to the satisfaction of the Engineer. Note 2. The coarse aggregate shall be wet to the satisfaction of the Engineer." Revise the first sentence of the second paragraph of subparagraph (b) in Article 208.03 of the Standard Specifications to read: "Any material meeting the requirements of Articles 1003.04 or 1004.06 which has been excavated from the trenches shall be used for backfilling the trenches." Add the following to the end of Article 542.02 of the Standard Specifications: "(bb) Fine Aggregate (Note 1) ................................ ............................... ........................1003.04 (cc) Coarse Aggregate (Note 2) ........................... ............................... ........................1004.06 Note 1. The fine aggregate shall be moist to the satisfaction of the Engineer. Note 2. The coarse aggregate shall be wet to the satisfaction of the Engineer." Revise the first and second sentences of the second paragraph of subparagraph (a) of Article 542.04 of the Standard Specifications to read: "The unstable and unsuitable material shall be removed to a depth determined by the Engineer and for a width of one diameter (or equivalent diameter) of the pipe on each side of the pipe culvert, and replaced with aggregate. Rock shall be removed to an elevation 300 mm (1 ft) lower than the bottom of the pipe or to a depth equal to 40 mm /m (1/2 in. /ft) of ultimate fill height over the top of the pipe culvert, whichever is the greater depth, and for a width as specified in (b) below, and replaced with aggregate." 1 Revise the second paragraph of subparagraph (c) of Article 542.04 of the Standard Specifications to read: "Well compacted aggregate, at least 100 mm (4 in.) in depth below the pipe culvert, shall be placed the entire width of the trench and for the length of the pipe culvert, except well compacted impervious material shall be used for the outer 1 m (3 ft) at each end of the pipe. When the trench has been widened by the removal and replacement of unstable or unsuitable material, the foundation material shall be placed for a width not less than the above specified widths on each side of the pipe. The aggregate and impervious material shall be approved by the Engineer and shall be compacted to the Engineer's satisfaction by mechanical means." Revise subparagraph (e) of Article 542.04 of the Standard Specifications to read: "(e) Backfilling. As soon as the condition of the pipe culvert will permit, the entire width of the trench shall be backfilled with aggregate to a height of at least the elevation of the center of the pipe. The aggregate shall be placed longitudinally along the pipe culvert, except at the outer 1 m (3 ft) at each end of the culvert which shall be backfilled with impervious material. The elevation of the backfill material on each side of the pipe shall be the same. The space under the pipe shall be completely filled. The aggregate and impervious material shall be placed in 200 mm (8 in.) layers, loose measurement. When using PVC, PE, or corrugated metal pipe, the aggregate shall be continued to a height of at least 300 mm (1 ft) above the top of the pipe and compacted to a minimum of 85 percent of standard lab density by mechanical means. When reinforced concrete pipes are used and the trench is within 600 mm (2 ft) of the pavement structure, the backfill shall be compacted to a minimum of 85 percent of standard lab density by mechanical means. When using PVC, PE, or corrugated metal pipe a minimum of 300 mm (1 ft) of cover from the top of the pipe to the top of the subgrade will be required. The installed pipe and its embedment shall not be disturbed when using movable trench boxes and shields, sheet pile, or other trench protection. The remainder of the trench shall be backfilled with select material, from excavation or borrow, free from large or frozen lumps, clods or rock, meeting the approval of the Engineer. The material shall be placed in layers not exceeding 200 mm (8 in.) in depth, loose measurement and compacted to 95 percent of the standard laboratory density. Compaction shall be obtained by use of mechanical tampers or with approved vibratory compactors. Before compacting, each layer shall be wetted or dried to bring the moisture content within the limits of 80 to 110 percent of optimum moisture content determined according to AASHTO T 99 (Method C). All backfill material shall be deposited in the trench or excavation in such a manner as not to damage the culvert. The filling of the trench shall be carried on simultaneously on both sides of the pipe. i The Contractor may, at his /her expense, backfill the entire trench with aggregate in lieu of select material. The aggregate shall be compacted to the satisfaction of the Engineer by mechanical means. The backfill material for all trenches and excavations made in the subgrade of the proposed improvement, and for all trenches outside of the subgrade where the inner edge of the trench is within 600 mm (2 ft) of the edge of the proposed pavement, curb, gutter, curb and gutter, stabilized shoulder, or sidewalk shall be according to Section 208. The trench backfill material shall be compacted to a minimum of 85 percent of standard lab density by mechanical means. The Contractor may, at his /her expense, backfill the entire trench with controlled low strength material meeting the approval of the Engineer. When the trench has been widened for the removal and replacement of unstable or unsuitable material, the backfilling with aggregate and impervious material, will be required for a width of at least the specified widths on each side of the pipe. The remaining width of each layer may be backfilled with select material. Each 200 mm (8 in.) layer for the entire trench width shall be completed before beginning the placement of the next layer." Revise subparagraph (b) of Article 542.05 of the Standard Specifications to read: "(b) Embankment. Embankment extending to an elevation of 300 mm (1 ft) over the top of the pipe shall be constructed according to Article 542.04(f), except the material up to the elevation of the center of the pipe and extending to a width of at least 450 mm (18 in.) on each side of the pipe, exclusive of the outer 1 m (3 ft) at each end of the pipe, shall consist of aggregate. At the outer 1 m (3 ft) at each end of the culvert, impervious material shall be used." Add the following paragraph after the first paragraph of Article 542.10 of the Standard Specifications: "Trench backfill will be measured for payment according to Article 208.03." Add the following paragraph after the third paragraph of Article 542.11 of the Standard Specifications: "Trench backfill will be paid for according to Article 208.04." Add the following to of Article 550.02 of the Standard Specifications: I i I u (m) Fine Aggregate (Note 2) ................................ ............................... ........................1003.04 (n) Coarse Aggregate (Note 3) ........................... ............................... ........................1004.06 Note 2. The fine aggregate shall be moist to the satisfaction of the Engineer. Note 3. The coarse aggregate shall be wet to the satisfaction of the Engineer." Revise the first two sentences of the third paragraph of Article 550.04 of the Standard Specifications to read: "Well compacted, aggregate bedding material at least 100 mm (4 in.) in depth below the pipe, shall be placed for the entire width of the trench and length of the pipe. The aggregate shall be compacted to the satisfaction of the Engineer by mechanical means." Revise Article 550.07 of the Standard Specifications to read: "550.07 Backfilling. As soon as the condition of the pipe will permit, the entire width of the trench shall be backfilled with aggregate to a height of at least the elevation of the center of the pipe. The aggregate shall be placed longitudinally along the pipe. The elevation of the backfill material on each side of the pipe shall be the same. The space under the pipe shall be' completely filled. The aggregate backfill material shall be placed in 200 mm (8 in.) layers, loose measurement and compacted to the satisfaction of the Engineer by mechanical means. When using PVC pipe, the aggregate shall be continued to a height of at least 300 mm (12 in.) above the top of the pipe. The installed pipe and its embedment shall not be disturbed when using movable trench boxes and shields, sheet pile, or other trench protection. The remainder of the trench and excavation shall be backfilled to the natural line or finished surface as rapidly as the condition of the sewer will permit. The backfill material shall consist of suitable excavated material from the trench or of trench backfill as herein specified. All backfill material shall be deposited in the trench or excavation in such a manner as not to damage the sewer and shall be compacted to the satisfaction of the Engineer by mechanical means. The filling of the trench shall be carried on simultaneously on both sides of the pipe. The backfill material for trenches and excavation made in the subgrade of the proposed improvement, and for all trenches outside of the subgrade where the inner edge of the trench is within 600 mm (2 ft) of the edge of the proposed pavement, curb, gutter, curb and gutter, stabilized shoulder or sidewalk shall be according to Section 208. The backfill material shall be compacted to 85 percent of standard lab density by mechanical means. All backfill material up to a height of 300 mm (1 ft) above the pipe shall be deposited in uniform layers not exceeding 200 mm (8 in.) thick, loose measurement. The material in each layer shall be compacted to the satisfaction of the Engineer by mechanical means. The backfilling above this height shall be done according to Method 1, 2 or 3 as described below, with the following exceptions. When trench backfill or excavated material meeting the requirements of Section 208 is required above the first 300 mm (1 ft) of the pipe, the layers shall not exceed 200 mm (8 in.). Gradations CA6 or CA10 shall not be used with Method 2 or Method 3. Method 1. The material shall be deposited in uniform layers not exceeding 300 mm (1 ft) thick, loose measurement, and each layer shall be compacted to the satisfaction of the Engineer by mechanical means. Method 2. The material shall be deposited in uniform layers not exceeding 300 mm (1 ft) thick, loose measurement, and each layer shall be either inundated or deposited in water. Method 3. The trench shall be backfilled with loose material, and settlement secured by introducing water through holes jetted into the backfill to a point approximately 600 mm (2 ft) above the top of the pipe. The holes shall be spaced as directed. by the Engineer but shall be no farther than 2 m (6 ft) apart. The water shall be injected at a pressure just sufficient to sink the holes at a moderate rate of speed. The pressure shall be such that the water will not cut cavities in the backfill material nor overflow the surface. If water does overflow the surface, it shall be drained into the jetted holes by means of shallow trenches. Water shall be injected as long as it will be absorbed by the backfill material and until samples taken from test holes in the trench show a satisfactory moisture content. The Contractor shall bore the test holes not more than 15 m (50 ft) apart and at such other locations in the trench designated by the Engineer. As soon as the watersoaking has been completed, all holes shall be filled with soil and compacted by ramming with a tool approved by the Engineer. . Backfill material which has been watersoaked shall be allowed to settle and dry for at least 10 days before any surface course or pavement is constructed on it. The length of time may be altered, if deemed desirable, by the Engineer. Where the inner edge of the trench is within 600 mm (2 ft) of the edge of the proposed pavement, curb, gutter, curb and gutter, stabilized shoulder or sidewalk, the provisions of this paragraph shall also apply. At the end of the settling and drying period, the crusted top of the backfill material shall be scarified and, if necessary, sufficient backfill material added, as specified in Method 1, to complete the backfilling operations. The method used for backfilling and compacting the backfill material shall be the choice of the Contractor. If the method used does not produce results satisfactory to the Engineer, the Contractor will be required to alter or change the method being used so the resultant backfill will be satisfactory to the Engineer. Should the Contractor be required to alter or change the i i method being used, no additional compensation will be allowed for altering or changing the method. The Contractor may, at his /her expense, backfill the entire trench with controlled low strength material meeting the approval of the Engineer. When sheeting and bracing have been used, sufficient bracing shall be left across the trench as the backfilling progresses to hold the sides firmly in place without caving or settlement. This bracing shall be removed as soon as practicable. Any depressions which may develop within the area involved in the construction operation due to settlement of the backfilling material shall be filled in a manner approved by the Engineer. When the Contractor constructs the trench with sloped or benched sides according to Article 550.04, backfilling for the full width of the excavation shall be as specified, except no additional compensation will be allowed for trench backfill material required outside the vertical limits of the specified trench width. Whenever excavation is made for installing sewer pipe across earth shoulders or private property, the topsoil disturbed by excavation operations shall be replaced as nearly as possible in its original position, and the whole area involved in the construction operations shall be left in a neat and presentable condition. When using any PVC pipe, the pipe shall be backfilled with aggregate to 300 mm (1 ft) over the top of the pipe and compacted to a minimum of 85 percent of standard lab density by mechanical means. When reinforced concrete pipes are used and the trench is within 600 mm (2 ft) of the pavement structure, the backfill shall be compacted to a minimum of 85 percent of standard lab density by mechanical means. Deflection Testing for Storm Sewers. All PVC storm sewers will be tested for deflection not less than 30 days after the pipe is installed and the backfill compacted. For PVC storm sewers with diameters.600 mm (24 in.) or smaller, a mandrel drag shall be used for deflection testing. For PVC storm sewers with diameters over 600 mm (24 in.), deflection measurements other than by a mandrel drag shall be used. Where the mandrel is used, the mandrel shall be furnished by the Contractor and pulled by hand through the pipeline with a suitable rope or cable connected to each end. Winching or other means of forcing the deflection gauge through the pipeline will not be allowed. The mandrel shall be of a shape similar to that of a true circle enabling the gauge to pass through a satisfactory pipeline with little or no resistance. The mandrel shall be of a design to prevent it from tipping from side to side and to prevent debris build -up from occurring between the channels of the adjacent fins or legs during operation. Each end of the core of the mandrel shall have fasteners to which the pulling cables can be attached. The mandrel shall have 9, i various sized fins or legs of appropriate dimension for various diameter pipes. Each fin or leg shall have a permanent marking that states its designated pipe size and percent of deflection allowable. The outside diameter of the mandrel shall be 95 percent of the base inside diameter, where the base inside diameter is: For all PVC pipe (as defined using ASTM D 3034 methodology): If the pipe is found to have a deflection greater than specified, that pipe section shall be removed, replaced, and retested." Revise subparagraph (c) of Article 1003.04 of the Standard Specifications to read: "(c) Gradation. The fine aggregate gradation shall be as follows: Backfill, bedding and trench backfill for pipe culverts and storm sewers ................ ............................... FA 1, FA 2, FA 6, or FA 21 Porous granular embankment and backfill, french drains, and sand backfill for underdrains FA 1, FA 2, or FA20 (Note 1) Note 1: For FA 1, FA 2, and FA 20 the percent passing the 75 µm (No. 200) sieve shall be 2 ± 2." Revise the title of Article 1004.06 of the Standard Specifications to read: "Coarse Aggregate for Blotter, Embankment, Backfill, Trench Backfill, French Drains, and Bedding." Add the following to the end of subparagraph (c) of Article 1004.06 of the Standard Specifications: "Backfill, bedding, and trench backfill for pipe culverts and storm sewers ............................... ............................... CA 6, CA 10, and CA 18" 80051 I CONCRETE ADMIXTURES (BDE) Effective: January 1, 2003 Revised: July 1, 2004 Revise Article 1020.05(b) of the Standard Specifications to read: "(b) Admixtures. Except as specified, the use of admixtures to increase the workability or to accelerate the hardening of the concrete will be permitted only when approved in writing by the Engineer. The Department will maintain an Approved List of Concrete Admixtures. When the Department permits the use of a calcium chloride accelerator, it shall be according to Article 442.02, Note 5. When the atmosphere or concrete temperature is 18 °C (65 °F) or higher, a retarding admixture meeting the requirements of Article 1021.03 shall be used in the Class BD Concrete and portland cement concrete bridge deck overlays. The amount of retarding admixture to be used will be determined by the Engineer. The proportions of the ingredients of the concrete shall be the same as without the retarding admixture except that the amount of mixing water shall be reduced, as may be necessary, in order to maintain the consistency of the concrete as required. In addition, a high range water - reducing admixture shall be used in Class BD Concrete. The amount of high range water- reducing admixture will be determined by the Engineer. At the option of the Contractor, a water - reducing admixture may be used. Type I cement shall be used. For Class PC and PS Concrete, a retarding admixture may be added to the concrete mixture when the concrete temperature is 18 °C (65 °F) or higher. Other admixtures may be used when approved by the Engineer, or if specified by the contract. If an accelerating admixture is permitted by the Engineer, it shall be the non - chloride type. At the Contractor's option, admixtures in addition to an air - entraining admixture may be used for Class PP -1 concrete. The accelerator shall be the non - chloride type. If a water - reducing or retarding admixture is used, the cement factor may be reduced a maximum 18 kg /cu m (0.30 hundredweight/cu yd). If a high range water - reducing admixture is used, the cement factor may be reduced a maximum 36 kg /cu m (0.60 hundredweight/cu yd). Cement factor reductions shall not be cumulative when using multiple admixtures. An accelerator shall always be added prior to a high range water - reducing admixture, if both are used. If Class C fly ash or ground granulated blast- furnace slag is used in Class PP -1 concrete, a water - reducing or high range water - reducing admixture shall be used. However, the cement factor shall not be reduced if a water - reducing, retarding, or high range water - reducing admixture is used. In addition, an accelerator shall not be used. For Class PP -2 or PP -3 concrete, a non - chloride accelerator followed by a high range water - reducing admixture shall be used, in addition to the air - entraining admixture. For Class PP -3 concrete, the non - chloride accelerator shall be calcium nitrite. j For Class PP -2 or PP -3 concrete, the Contractor has the option to use a water - reducing admixture. A retarding admixture shall not be used unless approved by the Engineer. A water- reducing, retarding, or high range water - reducing admixture shall not be used to reduce the cement factor. j When the air temperature is less than 13 °C (55 °F) for Class PP -1 or PP -2 concrete, the { non- chloride accelerator shall be calcium nitrite. For Class PP -4 concrete, a high range water - reducing admixture shall be used in addition to the air - entraining admixture. The Contractor has the option to use a water - reducing admixture. An accelerator shall not be used. For stationary or truck mixed concrete, a retarding admixture shall be used to allow for haul time. The Contractor has the option to use a mobile portland cement concrete plant according to Article 1103.04, but a retarding admixture shall not be used unless approved by the Engineer. A water - reducing, retarding, or high range water - reducing admixture shall not be used to reduce the cement factor. If the Department specifies a calcium chloride accelerator for Class PP -1 concrete, the maximum chloride dosage shall be 1.0 L (1.0 quart) of solution per 45 kg (100 lb) of cement. The dosage may be increased to a maximum 2.0 L (2.0 quarts) per 45 kg (100 lb) of cement if approved by the Engineer. If the Department specifies a calcium chloride accelerator for Class PP -2 concrete, the maximum chloride dosage shall be 1.3 L (1.3 quarts) of solution per 45 kg (100 lb) of cement. The dosage may be increased to a maximum 2.6 L (2.6 quarts) per 45 kg (100 lb) of cement if approved by the Engineer. For Class PV, MS, SI, RR, SC and SH concrete, at the option of the Contractor, or when specified by the Engineer, a water - reducing admixture or a retarding admixture may be used. The amount of water - reducing admixture or retarding admixture permitted will be determined by the Engineer. The air - entraining admixture and other admixtures shall be added to the concrete separately, and shall be permitted to intermingle only after they have separately entered the concrete batch. The sequence, method and equipment for adding the admixtures shall be approved by the Engineer. The water - reducing admixture shall not delay the initial set of the concrete by more than one hour. Type I cement shall be used. When a water - reducing admixture is added, a cement factor reduction of up to 18 kg /cu m (0.30 hundredweight/cu yd), from the concrete designed for a specific slump without the admixture, will be permitted for Class PV, MS, SI, RR, SC and SH concrete. When an approved high range water - reducing admixture is used, a cement factor reduction of up to 36 kg /cu m (0.60 hundredweight/cu yd), from a specific water cement/ratio without the admixture, will be permitted based on a 14 percent minimum water reduction. This is applicable to Class PV, MS, SI, RR, SC and SH concrete. A cement factor below 320 kg /cu m (5.35 hundredweight/cu yd) will not be permitted for Class PV, MS, SI, RR, SC and SH concrete. A cement factor reduction will not be allowed for concrete placed underwater. Cement factor reductions shall not be cumulative when using multiple admixtures. For use of admixtures to control concrete temperature, refer to Articles 1020.14(a) and 1020.14(b). The maximum slumps given in Table 1 may be increased to 175 mm (7 in.) when a high range water - reducing admixture is used for all classes of concrete except Class PV and PP." Revise Section 1021 of the Standard Specifications to read: "SECTION 1021. CONCRETE ADMIXTURES 1021.01 General. Admixtures shall be furnished in liquid form ready for use. The admixtures may be delivered in the manufacturer's original containers, bulk tank trucks or such containers or tanks as are acceptable to the Engineer. Delivery shall be accompanied by a ticket which clearly identifies the manufacturer and trade name of the material. Containers shall be readily identifiable to the satisfaction of the Engineer as to manufacturer and trade name of the material they contain. Prior to inclusion of a product on the Department's Approved List of Concrete Admixtures, the manufacturer shall submit a report prepared by an independent laboratory accredited by the AASHTO Accreditation Program. The report shall show the results of physical tests conducted no more than five years prior to the time of submittal, according to applicable specifications. Tests shall be conducted using materials and methods specified on a "test" concrete and a "reference" concrete, together with a certification that no changes have been made in the formulation of the material since the performance of the tests. Per the manufacturer's option, the cement content for all required tests shall either be according to applicable specifications or I 335 kg /cu m (5.65 cwt/cu yd). Compressive strength test results for six months and one year will not be required. In addition to the report, the manufacturer shall submit AASHTO T 197 water content and set time test results on the standard cement used by the Department. The test and reference concrete mixture shall contain a cement content of 335 kg /cu m (5.65 cwt/cu yd). The manufacturer may select their lab or an independent lab to perform this testing. The laboratory is not required to be accredited by the AASHTO Accreditation Program. Prior to the approval of an admixture, the Engineer may conduct all or part of the applicable tests on a sample that is representative of the material to be furnished. The test and reference concrete mixtures tested by the Engineer will contain a cement content of 335 kg /cu m (5.65 cwt/cu yd). For freeze -thaw testing, the Department will perform the test according to I Illinois Modified AASHTO T 161, Procedure B. The manufacturer shall include in the submittal the following information according to ASTM C 494; the average and manufacturing range of specific gravity, the average and manufacturing range of solids in the solution, and the average and manufacturing range of pH. The submittal shall also include an infrared spectrophotometer trace no more than five years old. When test results are more than seven years old, the manufacturer shall re- submit the { infrared spectrophotometer trace and the report prepared by an independent laboratory accredited by the AASHTO Accreditation Program. All admixtures, except chloride -based accelerators, shall contain no more than 0.3 percent chloride by mass (weight). 1021.02 Air - Entraining Admixtures. Air - entraining admixtures shall conform to the requirements of AASHTO M 154. If the manufacturer certifies that the air - entraining admixture is an aqueous solution of Vinsol resin that has been neutralized with sodium hydroxide (caustic soda), testing for compliance with the requirements may be waived by the Engineer. In the certification, the manufacturer shall show complete information with respect to the formulation of the solution, including the number of parts of Vinsol resin to each part of sodium hydroxide. Before the approval of its use is granted, the Engineer will test the solution for its air - entraining quality in comparison with a solution prepared and kept for that purpose. 1021.03 Retarding and Water- Reducing Admixtures. The admixture shall comply with the following requirements: (a) The retarding admixture shall comply with the requirements of AASHTO M 194, Type B (retarding) or Type D (water- reducing and retarding). (b) The water - reducing admixture shall comply with the requirements of AASHTO M 194, Type A. (c) The high range water - reducing admixture shall comply with the requirements of AASHTO M 194, Type F (high range water - reducing) or Type G (high range water - reducing and retarding). When a Type F or Type G high range water - reducing admixture is used, water - cement ratios shall be a minimum of 0.32. Type F or Type G admixtures may be used, subject to the following restrictions: For Class MS, SI, RR, SC and SH concrete, the water - cement ratio shall be a maximum of 0.44. The Type F or Type G admixture shall be added at the jobsite unless otherwise directed by the Engineer. The initial slump shall be a minimum of 40 mm (1 1/2 in.) prior to addition of the Type F or Type G admixture, except as approved by the Engineer. When a Type F or Type G admixture is used, retempering with water or with a Type G admixture will not be allowed. An additional dosage of a Type F admixture, not to exceed 40 P ercent of the original dosage, may be used to retemper concrete once, provided set time is not unduly affected. A second retempering with a Type F admixture may be used for all classes of concrete except Class PP and SC, provided that the dosage does not exceed the dosage used for the first retempering, and provided that the set time is not unduly affected. No further retempering will be allowed. Air tests shall be performed after the addition of the Type F or Type G admixture. 1021.04 Set Accelerating Admixtures. The admixture shall comply with the requirements of AASHTO M 194, Type C (accelerating) or Type E (water reducing and accelerating)" 80094 i I I I i CURING AND PROTECTION OF CONCRETE CONSTRUCTION (BDE) Effective: January 1, 2004 Revised: November 1, 2005 Revise the second and third sentences of the eleventh paragraph of Article 503.06 of the Standard Specifications to read: "Forms on substructure units shall remain in place at least 24 hours. The method of form removal shall not result in damage to the concrete." Delete the twentieth paragraph of Article 503.22 of the Standard Specifications. Revise the "Unit Price Adjustments" table of Article 503.22 of the Standard Specifications to read: "UNIT PRICE ADJUSTMENTS Percent Type of Construction Adjustment in Unit Price For concrete in substructures, culverts (having a waterway opening of more than 1 sq m (10 sq ft)), pump houses, and retaining walls (except concrete pilings, footings and foundation seals): When protected by: Protection Method II 115% Protection Method 1 110% For concrete in superstructures: When protected by: Protection Method II 123% Protection Method 1 115% For concrete in footings: When protected by: Protection Method I, II or III 107% For concrete in slope walls: When protected by: Protection Method 1 107W Delete the fourth paragraph of Article 504.05(a) of the Standard Specifications. Revise the second and third sentences of the fifth paragraph of Article 504.05(a) of the Standard Specifications to read: "All test specimens shall be cured with the units according to Article 1020.13." Revise the first paragraph of Article 504.06(c)(6) of the Standard Specifications to read: "Curing and Low Air Temperature Protection. The curing and protection for precast, prestressed concrete members shall be according to Article 1020.13 and this Article." 1 I Revise the first sentence of the second paragraph of Article 504.06(c)(6) of the Standard Specifications to read: "For curing, air vents shall be in place and shall be so arranged that no water can enter the void tubes during the curing of the members." Revise the first sentence of the third paragraph of Article 504.06(c)(6) of the Standard Specifications to read: "As soon as each member is finished, the concrete shall be covered with curing material according to Article 1020.13." Revise the eighth paragraph of Article 504.06(c)(6) of the Standard Specifications to read: "The prestressing force shall not be transferred to any member before the concrete has attained the compressive strength of 28,000 kPa (4000 psi) or other higher compressive release strength specified on the plans, as determined from tests of 150 mm (6 in.) by 300 mm (12 in.) cylinders cured with the member according to Article 1020.13. Members shall not be shipped until 28 -day strengths have been attained and members have a yard age of at least 4 days." Delete the third paragraph of Article 512.03(a) of the Standard Specifications. Delete the last sentence of the second paragraph of Article 512.04(d) of the Standard Specifications. I' Revise the "Index Table of Curing and Protection of Concrete Construction" table of Article 1020.13 of the Standard Specifications to read: "INDEX TABLE OF CURING AND PROTECTION OF CONCRETE CONSTRUCTION CURING TYPE OF CONSTRUCTION CURING METHODS PERIOD LOW AIR TEMPERATURE DAYS PROTECTION METHODS Cast -in -Place Concrete: Pavement 3/ 5/ Shoulder 1020.13(a)(1)(2)(3)(4)(5) 3 1020.13(c) Base Course Base Course Widening 1020.13(a)(1)(2)(3)(4)(5) "' 3 1020.13(c) Driveway Median Curb Gutter 1020.13(a)(1)(2)(3)(4)(5) 4151 3 1020.13(c) 16/ Curb and Gutter Sidewalk Slope Wall Paved Ditch Catch Basin Manhole 1020.13(a)(1)(2)(3)(4)(5) v 3 1020.13(c) Inlet Valve Vault Pavement Patching 1020.13(a)(1)(2)(3)(4)(5) v 312/ 1020.13(c) Pavement Replacement 1020.13(a)(1)(2)(3)(4)(5) " 3 442.06(h) and 1020.13(c) Railroad Crossing 1020.13(a)(3)(5) 1 1020.13(c) (Piles 1020.13(a)(3)(5) 7 1020.13(e)(1)(2)(3) ( Footings Foundation Seals 1020.13(a)(1)(2)(3)(4)(5) 7 1020.13(e)(1)(2)(3) Substructure 1020.13(a)(1)(2)(3)(4)(5) 1020.13(e)(1)(2)(3) ISuperstructure (except deck) 1020.13(a)(1)(2)(3)(5) 8 ' 7 1020.13(e)(1)(2) (Deck 1020.13(a)(5) 7 1020.13(e)(1)(2) 171 (Retaining Walls 1020.13(a)(1)(2)(3)(4)(5) 1020.13(e)(1)(2) (Pump Houses 1020.13(a)(1)(2)(3)(4)(5) 1020.13(e)(1)(2) ICulverts 1020.13(a)(1)(2)(3)(4)(5) 7 1020.13(e)(1)(2) 19/ Other Incidental Concrete 1020.13(a)(1)(2)(3)(5) 3 1020.13(c) Precast Concrete: Bridge Beams Piles Bridge Slabs 1020.13(a)(3)(5) 91101 As required. 134 504.06(c)(6), 1020.13(e)(2) 19 ' Nelson Type Structural Member All Other Precast Items 1020.13(a)(3)(4)(5) z / /10/ As required. 14/ 504.06(c)(6), 1020.13(e)(2) f Precast, Prestressed Concrete: 11 / II Items 1020.13(a)(3)(5) 9110/ Until strand 504.06(c)(6), 1020.13(e)(2) 19/ tensioning is released. 15/ I Notes - General: 1/ Type I, membrane curing only 2/ Type II, membrane curing only 3/ Type III, membrane curing only 4/ Type I, II and III membrane curing 5/ Membrane curing will not be permitted between November 1 and April 15. 6/ The use of water to inundate footings, foundation seals or the bottom slab of culverts is permissible when approved by the Engineer, provided the water temperature can be maintained at 7 °C ( 45 °F) or higher. 7/ Asphalt Emulsion for Waterproofing may be used in lieu of other curing methods when specified and permitted according to Article 503.18. 8/ On non - traffic surfaces which receive protective coat according to Article 503.19, a linseed oil emulsion curing compound may be used as a substitute for protective coat and other curing methods. The linseed emulsion curing compound will be permitted between April 16 and October 31 of the same year, provided it is applied with a mechanical sprayer according to Article 1101.09 (b), and meets the material requirements of Article 1022.07. 9/ Steam curing (heat and moisture) is acceptable and shall be accomplished by the method specified in Article 504.06(c)(6). 10/ A moist room according to AASHTO M 201 is acceptable for curing. 11/ If curing is required and interrupted because of form removal for cast -in -place concrete items, precast concrete products, or precast prestressed concrete products, the curing shall be resumed within two hours from the start of the form removal. 12/ Curing maintained only until opening strength is attained, with a maximum curing period of three days. 13/ The curing period shall end when the concrete has attained the mix design strength. The producer has the option to discontinue curing when the concrete has attained 80 percent of the mix design strength or after seven days. All strength test specimens shall remain with the units and shall be subjected to the same curing method and environmental condition as the units, until the time of testing. 14/ The producer shall determine the curing period or may elect to not cure the product. All strength test specimens shall remain with the units and shall be subjected to the same curing method and environmental condition as the units, until the time of testing. 15/ The producer has the option to continue curing after strand release. 16/ When structural steel or structural concrete is in place above slope wall, Article 1020.13(c) shall not apply. The protection method shall be according to Article 1020.13(e)(1). 17/ When Article 1020.13(e)(2) is used to protect the deck, the housing may enclose only the bottom and sides. The top surface shall be protected according to Article 1020.13(e)(1). 18/ For culverts having a waterway opening of 1 sq m (10 sq ft) or less, the culverts may be protected according to Article 1020.13(e)(3). 19/ The seven day protection period in the first paragraph of Article 1020.13(e)(2) shall not apply. The protection period shall end when curing is finished. For the third paragraph of Article 1020.13(e)(2), the decrease in temperature shall be according to Article 504.06(c)(6)." Add the following to Article 1020.13(a) of the Standard Specifications: "(5) Wetted Cotton Mat Method. After the surface of concrete has been textured or finished, it shall be covered immediately with dry cotton mats. The cotton mats shall be placed in a manner which will not mar the concrete surface. A texture resulting from the cotton mat material is acceptable. The cotton mats shall then be wetted immediately and thoroughly soaked with a gentle spray of water. For bridge decks, a foot bridge shall be used to place and wet the cotton mats. The cotton mats shall be maintained in a wetted condition until the concrete has hardened sufficiently to place soaker hoses without marring the concrete surface. The soaker hoses shall be placed on top of the cotton mats at a maximum 1.2 m (4 ft) spacing. The cotton mats shall be kept wet with a continuous supply of water for the remainder of the curing period. Other continuous wetting systems may be used if approved by the Engineer. After placement of the soaker hoses, the cotton mats shall be covered with white polyethylene sheeting or burlap- polyethylene blankets. For construction items other than bridge decks, soaker hoses or a continuous wetting system will not be required if the alternative method keeps the cotton mats wet. Periodic wetting of the cotton mats is acceptable. For areas inaccessible to the cotton mats on bridge decks, curing shall be according to Article 1020.13(a)(3)." Revise the first paragraph of Article 1020.13(c) of the Standard Specifications to read: "Protection of Portland Cement Concrete, Other Than Structures, From Low Air Temperatures. When the official National Weather Service forecast for the construction area predicts a low of 0 °C (32 °F), or lower, or if the actual temperature drops to 0 °C (32 °F), or lower, concrete less than 72 hours old shall be provided at least the following protection:" Delete Article 1020.13(d) and Articles 1020.13(4)(1),(2),(3),(4) of the Standard Specifications. Revise the first five paragraphs of Article 1020.13(e) of the Standard Specifications to read: "Protection of Portland Cement Concrete Structures From Low Air Temperatures. When the official National Weather Service Forecast for the construction area predicts a low below 7 °C (45 °F), or if the actual temperature drops below 7 °C (45 °F), concrete less than 72 hours old shall be provided protection. Concrete shall also be provided protection when placed during the winter period of December 1 through March 15. Concrete shall not be placed until the materials, facilities, and equipment for protection are approved by the Engineer. When directed by the Engineer, the Contractor may be required to place concrete during the winter period. If winter construction is specified, the Contractor shall proceed with the construction, including concrete, excavation, pile driving, steel erection, and all + appurtenant work required for the complete construction of the item, except at times when weather conditions make such operations impracticable. Regardless of the precautions taken, the Contractor shall be responsible for protection of the concrete placed and any concrete damaged by cold temperatures shall be removed and replaced at no additional cost to the Department." Add the following at the end of the third paragraph of Article 1020.13(e)(1) of the Standard Specifications: "The Contractor shall provide means for checking the temperature of the surface of the concrete during the protection period." Revise the second sentence of the first paragraph of Article 1020.13(e)(2) of the Standard Specifications to read: "The Contractor shall provide means for checking the temperature of the surface of the concrete or air temperature within the housing during the protection period." Delete the last sentence of the first paragraph of Article 1020.13(e)(3) of the Standard Specifications. Add the following Article to Section 1022 of the Standard Specifications: "1022.06 Cotton Mats. Cotton mats shall consist of a cotton fill material, minimum 400 g /sq m (11.8 oz /sq yd), covered with unsized cloth or burlap, minimum 200 g /sq m (5.9 oz/sq yd), and be tufted or stitched to maintain stability. Cotton mats shall be in a condition satisfactory to the Engineer. Any tears or holes in the mats shall be repaired." Add the following Article to Section 1022 of the Standard Specifications: "1022.07 Linseed Oil Emulsion Curing Compound. Linseed oil emulsion curing compound shall be composed of a blend of boiled linseed oil and high viscosity, heavy bodied linseed oil emulsified in a water solution. The curing compound shall meet the requirements of a Type I according to Article 1022.01, except the drying time requirement will be waived. The oil phase shall be 50 ± 4 percent by volume. The oil phase shall consist of 80 percent by mass (weight) boiled linseed oil and 20 percent by mass (weight) Z -8 viscosity linseed oil. The water phase shall be 50 ± 4 percent by volume." Revise Article 1020.14 of the Standard Specifications to read: 11 1020.14 Temperature Control for Placement. Temperature control for concrete placement shall be according to the following. I (a) Temperature Control other than Structures. The temperature of the concrete immediately before placement shall be a minimum of 10 °C (50 °F) and a maximum of 32 °C (90 °F). Aggregates and /or water shall be heated or cooled as necessary to produce concrete within these temperature limits. When the temperature of the plastic concrete reaches 30 °C (85 °F), an approved retarding admixture shall be used or the approved water reducing admixture in use shall have its dosage increased by 50 percent over the dosage recommended on the Department's Approved List of Concrete Admixtures for the temperature experienced. The amount of retarding admixture to be used will be determined by the Engineer. This requirement may be waived by the Engineer when fly ash compensated mixtures are used. Plastic concrete temperatures up to 35 °C (96 °F), as placed, may be permitted provided job site conditions permit placement and finishing without excessive use of water on and /or overworking of the surface. The occurrence within 24 hours of unusual surface distress shall be cause to revert to a maximum 32 °C (90 °F) plastic concrete temperature. Concrete shall not be placed when the air temperature is below 5 °C (40 °F) and falling or below 2 °C (35 °F), without permission of the Engineer. When placing of concrete is authorized during cold weather, the Engineer may require the water and /or the aggregates to be heated to between 20 °C (70 °F) and 65 °C (150 °F). The aggregates may be heated by either steam or dry heat prior to being placed in the mixer. The apparatus used shall heat the mass uniformly and shall be so arranged as to preclude the possible occurrence of overheated areas which might damage the materials. No frozen aggregates shall be used in the concrete. For pavement patching, refer to Article 442.06(e) for additional information on temperature control for placement. (b) Temperature Control for Structures. The temperature of the concrete, as placed in the forms, shall be a minimum of 10 °C (50 °F) and a maximum of 32 °C (90 °F). Aggregates and /or water shall be heated or cooled as necessary to produce concrete within these temperature limits. When insulated forms are used, the temperature of the concrete mixture shall not exceed 25 °C (80 °F). If the Engineer determines that heat of hydration might cause excessive temperatures in the concrete, the concrete shall be placed at a temperature between 10 °C (50 °F) and 15 °C (60 °F). When concrete is placed in contact with previously placed concrete, the temperature of the concrete may be increased as required to offset anticipated heat loss. �` I Concrete shall not be placed when the air temperature is below 7 °C (45 °F) and falling or below 4 °C (40 °F), without permission of the Engineer. When placing of concrete is authorized during cold weather, the Engineer may require the water and /or the aggregates to be heated to between 20 °C (70 °F) and 65 °C (150 °F). The aggregates { may be heated by either steam or dry heat prior to being placed in the mixer. The apparatus used shall heat the mass uniformly and shall be so arranged as to preclude the possible occurrence of overheated areas which might damage the materials. No frozen aggregates shall be used in the concrete. When the temperature of the plastic concrete reaches 30 °C (85 °F), an approved retarding admixture shall be used or the approved water reducing admixture in use shall have its dosage increased by 50 percent over the dosage recommended on the Department's Approved List of Concrete Admixtures for the temperature experienced. The amount of retarding admixture to be used will be determined by the Engineer. This requirement may be waived by the Engineer when fly ash compensated mixtures are used. (c) Temperature. The concrete temperature shall be determined according to ASTM C 1064." j - 80114 I DETECTABLE WARNINGS (BDE) Effective: August 1, 2005 Replace Articles 424.08 — 424.12 of the Standard Specifications with the following: "424.08 Curb Ramps. Curb ramps shall be constructed according to the Americans with Disabilities Act Accessibility Guidelines ( ADAAG), the Illinois Accessibility Code, and as shown on the plans. Curb ramps shall be constructed to the same thickness as the adjacent sidewalk with a minimum thickness of 100 mm (4 in.). 424.09 Detectable Warnings. Detectable warnings shall consist of a surface of truncated domes meeting the requirements of the ADAAG and the details shown on the plans. Detectable warnings shall be installed at curb ramps, medians and pedestrian refuge islands, at -grade railroad crossings, transit platform edges, and other locations where pedestrians are required to cross a hazardous vehicular way. Detectable warnings shall also be installed at alleys and commercial entrances when permanent traffic control devices are present. The installation shall be an integral part of the walking surface and only the actual domes shall project above the walking surface. The product or method used for installing detectable warnings shall come with the following documents which shall be given to the Engineer prior to use. (a) Manufacturer's certification stating the product is fully compliant with the ADAAG. (b) Manufacturer's five year warranty. (c) Manufacturer's specifications stating the required materials, equipment, and installation procedures. Products that are colored shall be colored their entire thickness. The materials, equipment, and installation procedures used shall be according to the manufacturer's specifications. 424.10 Backfill. After the concrete has been cured, the spaces along the edges of the sidewalk and ramps shall be backfilled with approved material. The material shall be compacted until firm and the surface neatly graded. 424.11 Disposal of Surplus Material. Surplus or waste material shall be disposed of according to Article 202.03. l 424.12 Method of Measurement. This work will be measured for payment in place and the area computed in square meters (square feet). Curb ramps will be measured for payment as sidewalk. No deduction will be made for detectable warnings located within the ramp. Detectable warnings will be measured for payment in place and the area computed in square meters (square feet). Earth excavation will be measured for payment according to Article 202.07. 424.13 Basis of Payment. This work will be paid for at the contract unit price per square meter (square foot) for PORTLAND CEMENT CONCRETE SIDEWALK, of the thickness specified. Detectable warnings will be paid for at the contract unit price per square meter (square foot) for DETECTABLE WARNINGS. Earth excavation will be paid for according to Article 202.08." 80146 I t I I i i I FLAGGER VESTS (BDE) Effective: April 1, 2003 Revised: January 1, 2006 Revise the first sentence of Article 701.04(c)(1) of the Standard Specifications to read: i "The flagger shall be stationed to the satisfaction of the Engineer and be equipped with a fluorescent orange, fluorescent yellow /green or a combination of fluorescent orange and fluorescent yellow /green vest meeting the requirements of the American National Standards Institute specification ANSI /ISEA 107 -2004 for Conspicuity Class 2 garments and approved flagger traffic control signs conforming to Standard 702001 and Article 702.05(e)." Revise Article 701.04(c)(6) of the Standard Specifications to read: "(6) Nighttime Flagging. Flaggers shall be illuminated by an overhead light source providing a minimum vertical illuminance of 108 lux (10 fc) measured 300 mm (1 ft) out from the flagger's chest. The bottom of any luminaire shall be a minimum of 3 m (10 ft) above the pavement. Luminaire(s) shall be shielded to minimize glare to approaching traffic and trespass light to adjoining properties. The flagger vest shall be a fluorescent orange or fluorescent orange and fluorescent yellow /green vest meeting the requirements of the American National Standards Institute specification ANSI /ISEA 107 -1999 for Conspicuity Class 3 garments." 80101 i FREEZE -THAW RATING (BDE) Effective: November 1, 2002 Revise the first sentence of Article 1004.02(f) of the Standard Specifications to read: "When coarse aggregate is used to produce portland cement concrete for base course, base course widening, pavement, driveway pavement, sidewalk, shoulders, curb, gutter, combination curb and gutter, median, paved ditch or their repair using concrete, the gradation permitted will be determined from the results of the Department's Freeze - Thaw Test." 80079 I i l HAND VIBRATOR (BDE) Effective: November 1, 2003 Add the following paragraph to Article 1103.17(a) of the Standard Specifications: "The vibrator shall have a non - metallic head for areas containing epoxy coated reinforcement. The head shall be coated by the manufacturer. The hardness of the non - metallic head shall be less than the epoxy coated reinforcement, resulting in no damage to the epoxy coating. Slip -on covers will not be allowed." 80054 PERSONAL PROTECTIVE EQUIPMENT (BDE) Effective: July 1, 2004 All personnel, excluding flaggers, working outside of a vehicle (car or truck) within 7.6 m (25 ft) of pavement open to traffic shall wear a fluorescent orange, fluorescent yellow /green or a combination of fluorescent orange and fluorescent yellow /.green vest meeting the requirements of the American National Standards Institute specification ANSI /ISEA 107 -1999 for Conspicuity Class 2 9 arments. Other types of garments may be substituted for the vest as long as the garments have manufacturers tags identifying them as meeting the ANSI Class 2 requirement. 80130 i I I I i I i PORTLAND CEMENT (BDE) Effective: January 1, 2005 Revised: November 1, 2005 Add the following paragraph after the last paragraph of Article 1001.01 of the Standard Specifications. "For portland cement according to ASTM C 150, the bill of lading shall state if limestone has been added. The bill of lading shall also state that the limestone addition is not in excess of five percent by mass (weight) of the cement." 80139 I I PRECAST CONCRETE PRODUCTS (BDE) Effective: July 1, 1999 Revised: November 1, 2004 Product Approval. Precast concrete products shall be produced according to the Department's current Policy Memorandum, "Quality Control /Quality Assurance Program for Precast Concrete Products ". The Policy Memorandum applies to precast concrete products listed under the Products Key of the "Approved List of Certified Precast Concrete Producers ". Precast Concrete Box Culverts. Add the following sentence to the end of the fourth paragraph of Article 540.06: "After installation, the interior and exterior joint gap between precast concrete box culvert sections shall not exceed 38 mm (1 1/2 in.)." Portland Cement Replacement. For precast concrete products using Class PC concrete or other mixtures, portland cement replacement with fly ash or ground granulated blast- furnace (GGBF) slag shall be governed by the AASHTO or ASTM standard specification referenced in the Standard Specifications. For all other precast concrete products using Class PC concrete or other mixtures, portland cement replacement with fly ash or GGBF slag shall be approved by the Engineer. Class F fly ash shall not exceed 15 percent by mass (weight) of the total portland cement and Class F fly ash. Class C fly ash shall not exceed 20 percent by mass (weight) of the total portland cement and Class C fly ash. GGBF slag shall not exceed 25 percent by mass (weight) of the total portland cement and GGBF slag. Concrete mix designs, for precast concrete products, shall not consist of portland cement, fly ash and GGBF slag. Readv -Mixed Concrete. Delete the last paragraph of Article 1020.11(a) of the Standard Specifications. Shippinq. When a precast concrete product has attained the specified strength, the earliest the product may be loaded, shipped, and used is on the fifth calendar day. The first calendar day shall be the date casting was completed. Acceptance. Products which have been lot or piece inspected and approved by the Department prior to July 1, 1999, will be accepted for use on this contract. 419.doc C i RAP FOR USE IN BITUMINOUS CONCRETE MIXTURES (BDE) Effective: January 1, 2000 Revised: April 1, 2002 Revise Article 1004.07 to read: "1004.07 RAP Materials. RAP is reclaimed asphalt pavement resulting from cold milling or crushing of an existing dense graded hot -mix asphalt pavement. RAP must originate from routes or airfields under federal, state or local agency jurisdiction. The Contractor shall supply documentation that the RAP meets these requirements. (a) Stockpiles. The Contractor shall construct individual, sealed RAP stockpiles meeting one of the following definitions. No additional RAP will be allowed on top of the pile after the pile has been sealed. (1) Homogeneous. Homogeneous RAP stockpiles shall consist of RAP from Class I/ Superpave, or equivalent mixtures only and represent the same aggregate quality, but shall be at least C quality or better, the same type of crushed aggregate (either crushed natural aggregate, ACBF slag, or steel slag), similar gradation and similar AC content. If approved by the Engineer, combined single pass surface /binder millings may be considered "homogenous ", with a quality rating dictated by the lowest coarse aggregate quality present in the mixture. Homogenous stockpiles shall meet the requirements of Article 1004.07(d). Homogeneous RAP stockpiles not meeting these requirements may be processed (crushing and screening) and retested. (2) Conglomerate. Conglomerate RAP stockpiles shall consist of RAP from Class I/ Superpave, or equivalent mixtures only. The coarse aggregate in this RAP shall be crushed aggregate only and may represent more than one aggregate type and /or quality but shall be at least C quality or better. This RAP may have an inconsistent gradation and /or asphalt cement content prior to processing. All conglomerate RAP shall be processed prior to testing by crushing to where all RAP shall pass the 16 mm (5/8 in.) or smaller screen. Conglomerate RAP stockpiles shall not contain steel slag or other expansive material as determined by the Department. Conglomerate RAP stockpiles shall meet the requirements of Article 1004.07(d). (3) Conglomerate "D" Quality (DQ). Conglomerate DQ RAP stockpiles shall consist of RAP containing coarse aggregate (crushed or round) that is at least D quality or better. This RAP may have an inconsistent gradation and /or asphalt content. Conglomerate DQ RAP stockpiles shall not contain steel slag or other expansive material as determined by the Department. Conglomerate DQ RAP shall meet the requirements of Article 1004.07(d). Reclaimed Superpave Low ESAL IL -9.51- surface mixtures shall only be placed in conglomerate DQ RAP stockpiles due to the potential for rounded aggregate. I (4) Other. RAP stockpiles that do not meet the requirements of the stockpile categories listed above shall be classified as "Other ". "Other" RAP stockpiles shall not be used in any of the Department's bituminous mixtures. (b) Use. The allowable use of a RAP stockpile shall be set by the lowest quality of coarse aggregate in the RAP stockpile. Class I /Superpave surface mixtures are designated as containing Class B quality coarse aggregate only. Superpave Low ESAL IL -19.01- binder and IL -9.5L surface mixtures are designated as Class C quality coarse aggregate only. Class I /Superpave binder mixtures, bituminous base course mixtures, and bituminous base course widening mixtures are designated as containing Class C quality coarse aggregate only. Bituminous stabilized subbase and BAM shoulders are designated as containing Class D quality coarse aggregate only. Any mixture not listed above shall have the designated quality determined by the Department. RAP containing steel slag or other expansive material, as determined by the Department, shall be homogeneous and will be approved for use in Class I /Superpave (including Low ESAL) surface mixtures only. RAP stockpiles for use in Class I /Superpave mixtures (including Low ESAL), base course, base course widening and Class B mixtures shall be either homogeneous or conglomerate RAP stockpiles except conglomerate RAP stockpiles shall not be used in Superpave surface mixture Ndesign in bituminous aggregate mixtures BAM 50 or greater. RAP for use (BAM) shoulders and BAM stabilized subbase shall be from homogeneous, conglomerate, or conglomerate DQ stockpiles. Additionally, RAP used in Class I /Superpave surface mixtures shall originate from milled or crushed mixtures only, in which the coarse aggregate is of Class B quality or better. RAP stockpiles for use in Class I /Superpave (including Low ESAL) binder mixes as well as base course, base course widening and Class B mixtures shall originate from milled or processed surface mixture, binder mixture, or a combination of both mixtures uniformly blended to the satisfaction of the Engineer, in which the coarse aggregate is of Class C quality or better. (c) Contaminants. RAP containing contaminants, such as earth, brick, sand, concrete, sheet asphalt, bituminous surface treatment (i.e. chip seal), pavement fabric, etc., will be unacceptable unless the contaminants are removed to the satisfaction of the Engineer. Sheet asphalt shall be stockpiled separately. (d) Testing. All RAP shall be sampled and tested either during or after stockpiling. For testing during stockpiling, washed extraction samples shall be run at the minimum frequency of one sample per 450 metric tons (500 tons) for the first 1800 metric tons (2,000 tons) and one sample per 1800 metric tons (2,000 tons) thereafter. A minimum of five tests shall be required for stockpiles less than 3600 metric tons (4,000 tons). i 7 For testing existing stockpiles, the Contractor shall submit a plan for approval to the District proposing a satisfactory method of sampling and testing the RAP pile either in- situ or by restockpiling. The sampling plan shall meet the minimum frequency required above and detail the procedure used to extract representative samples throughout the pile for testing. Before extraction, each field sample shall be split to test sample size. One of the two test samples from the final split shall be labeled and stored for Department use. The Contractor shall extract the other test sample according to Department procedure. The Engineer reserves the right to test any sample (split or Department- taken) to verify Contractor test results. All of the extraction results shall be compiled and averaged for asphalt content and gradation. Individual extraction test results, when compared to the averages, will be accepted if within the tolerances listed below. Parameter Homogeneous / Conglomerate "D" Conglomerate Quality 25 mm (1 in.) ± 5% 12.5 mm (1/2 in.) ±8% ± 15% 4.75 mm (No. 4) ±6% ± 13% 2.36 mm (No. 8) ± 5% 1.18 mm (No. 16) ± 15% 600 µm (No. 30) ± 5% 75 µm (No. 200) ± 2.0% ± 4.0% AC ±0.4% ± 0.5% If more than 20 percent of the individual sieves are out of the gradation tolerances, or if more than 20 percent of the asphalt content test results fall outside the appropriate tolerances, the RAP will not be allowed to be used in the Department's bituminous concrete mixtures unless the RAP representing the failing tests is removed from the stockpile to the satisfaction of the Engineer. All test data and acceptance ranges shall be sent to the District for evaluation. With the approval of the Engineer, the ignition oven may be substituted for extractions according to the Illinois Test Procedure, "Calibration of the Ignition Oven for the Purpose of Characterizing Reclaimed Asphalt Pavement (RAP) ". (e) Designs. At the Contractor's option, bituminous concrete mixtures may be constructed utilizing RAP material meeting the above detailed requirements. The amount of RAP included in the mixture shall not exceed the percentages specified in the plans. RAP designs shall be submitted for volumetric verification. If additional RAP stockpiles are tested and found that no more than 20 percent of the results, as defined under I "Testing" herein, are outside of the control tolerances set for the original RAP stockpile i and design, and meets all of the requirements herein, the additional RAP stockpiles may be used in the original mix design at the percent previously verified. (f) Production. The coarse aggregate in all RAP used shall be equal to or less than the nominal maximum size requirement for the bituminous mixture being produced. To remove or reduce agglomerated material, a scalping screen, crushing unit or comparable sizing device approved by the Engineer shall be used in the RAP feed system to remove or reduce oversized material. If material passing the sizing device adversely affects the mix production or quality of the mix, the sizing device shall be set at a size specified by the Engineer. If the RAP control tolerances or QC /QA test results require corrective action, the Contractor shall cease production of the mixture containing RAP and either switch to the virgin aggregate design or submit a new RAP design. 80011 I REINFORCEMENT BARS (BDE) Effective: November 1, 2005 Revised: November 2, 2005 Revise Article 1006.10(a) of the Supplemental Specifications to read: "(a) Reinforcement Bars. Reinforcement bars will be accepted according to the current Bureau of Materials and Physical Research Policy Memorandum, "Reinforcement Bar and Dowel Bar Plant Certification Procedure ". The Department will maintain an approved list of producers. (1) Reinforcement Bars (Non- Coated). Reinforcement bars shall be according to ASTM A 706M (A 706), Grade 420 (60) for deformed bars and the following. a. Chemical Composition. The chemical composition of the bars shall be according to the following table. CHEMICAL COMPOSITION Element Heat Analysis I Product Analysis (% maximum) (% maximum) Carbon 0.30 0.33 Manganese 1.50 1.56 Phosphorus 0.035 0.045 Sulfur 0.045 0.055 Silicon 0.50 0.55 Nickel 2/ 2/ Chromium 21 2/ Molybdenum 2r 2/ Copper 2/ 2i Titanium 2/ 21 vanadium 2i 2i Columbium 2/ 2/ Aluminum 2/,3/ 2/,3/ Tin 41 0.040 0.044 Note 1/. The bars shall not contain any traces of radioactive elements. Note 2/. There is no composition limit but the element must be reported. Note 3/. If aluminum is not an intentional addition to the steel for deoxidation or killing purposes, residual aluminum content need not be reported. Note 4/. If producer bar testing indicates an elongation of 15 percent or more and passing of the bend test, the tin composition requirement may be waived. b. Heat Numbers. Bundles or bars at the construction site shall be marked or tagged with heat identification numbers of the bar producer. j c. Guided Bend Test. Bars may be subject to a guided bend test across two pins which are free to rotate, where the bending force shall be centrally applied with a fixed or rotating pin of a certain diameter as specified in Table 3 of ASTM A 706M (A 706). The dimensions and clearances of this guided bend test shall be according to ASTM E 190. d. Spiral Reinforcment. Spiral reinforcement shall be deformed or plain bars conforming to the above requirements or cold -drawn steel wire conforming to AASHTO M 32. (2) Epoxy Coated Reinforcement Bars. Epoxy coated reinforcement bars shall be according to Article 1006.10(a)(1) and shall be epoxy coated according to AASHTO M 284M (M 284) and the following. a. Certification. The epoxy coating applicator shall be certified under the Concrete Reinforcing Steel Institute's (CRSI) Epoxy Plant Certification Program. b. Coating Thickness. The thickness of the epoxy coating shall be 0.18 to 0.30 mm (7 to 12 mils). When spiral reinforcment is coated after fabrication, the thickness of the epoxy coating shall be 0.18 to 0.50 mm (7 to 20 mils). c. Cutting Reinforcement. Reinforcement bars may be sheared or sawn to length after coating, providing the end damage to the coating does not extend more than 13 mm (0.5 in.) back and the cut is patched before any visible rusting appears. Flame cutting will not be permitted." 80151 i I SEEDING AND SODDING (BDE) Effective: July 1, 2004 Revised: August 1, 2005 Revise Class 1A and 2A seeding mixtures shown in Table 1 of Article 250.07 of the Standard Specifications to read: "Table 1 - SEEDING MIXTURES Class — Type Seeds kg /hectare (lb /acre) 1A Salt Tolerant Bluegrass 70 (60) Lawn Mixture 7/ Perennial Ryegrass 20 (20) Audubon Red Fescue 20 (20) Rescue 911 Hard Fescue 20 (20) Fults Salt Grass* 70 (60) 2A Salt Tolerant Alta Fescue or Ky 31 70 (60) Roadside Mixture 7/ Perennial Ryegrass 20 (20) Audubon Red Fescue 20 (30) Rescue 911 Hard Fescue 20 (30) Fults Salt Grass 1/ 70 (60)" Revise Note 7 of Article 250.07 of the Standard Specifications to read: "Note 7. In Districts 1 through 6, the planting times shall be April 1 to June 15 and August 1 to November 1. In Districts 7 through 9, the planting times shall be March 1 to June 1 and August 1 to November 15. Seeding may be performed outside these dates provided the Contractor guarantees a minimum of 75 percent uniform growth over the entire seeded area(s) after one growing season. The guarantee shall be submitted to the Engineer in writing prior to performing the work. After one growing season, areas not sustaining 75 percent uniform growth shall be interseeded or reseeded, as determined by the Engineer, at the Contractor's expense." Add the following sentence to Article 252.04 of the Standard Specifications: "Sod shall not be placed during the months of July and August." Revise the first paragraph of Article 252.08 of the Standard Specifications to read: "252.08 Sod Watering. Within two hours after the sod has been placed, water shall be applied at a rate of 25 L /sq m (5 gal /sq yd). Additional water shall be applied every other day at a rate of 15 L /sq m (3 gal /sq yd) for a total of 15 additional waterings. During periods exceeding 26 °C (80 °F) or subnormal rainfall, the schedule of additional waterings may be altered with the approval of the Engineer." Revise Article 252.09 of the Standard Specifications to read: 252.09 Supplemental Watering. During periods exceeding 26 °C (80 °F) or subnormal rainfall, supplemental watering may be required after the initial and additional waterings. Supplemental watering shall be performed when directed by the Engineer. Water shall be applied at the rate specified by the Engineer within 24 hours of notice." j Revise the first and third paragraphs of Article 252.12 of the Standard Specifications to read: "252.12 Method of Measurement. Sodding will be measured for payment in place and the area computed in square meters (square yards). To be acceptable for final payment, the sod shall be growing in place for a minimum of 30 days in a live, healthy condition. When directed by the Engineer, any defective or unacceptable sod shall be removed, replaced and watered by the Contractor at his /her own expense." "Supplemental watering will be measured for payment in units of 1000 L (1000 gal) of water applied on the sodded areas. Waterings performed in addition to those required by Article 252.08 or after the 30 day establishment period will be considered as supplemental watering." Replace the first paragraph of Article 252.13 of the Standard Specifications with the following: "252.13 Basis of Payment. Sodding will be paid for at the contract unit price per square meter (square yard) for SODDING or SODDING, SALT TOLERANT according to the following schedule. (a) Initial Payment. Upon placement of sod, 25 percent of the pay item will be paid. (b) Final Payment. Upon acceptance of sod, the remaining 75 percent of the pay item will be paid." Revise Article 1081.03(b) of the Standard Specifications to read: "(b) Salt Tolerant Sod. Variety Percent by Weight Buffalo Grass 30% Buchloe Dactyloides Amigo Fineleaf Tall Fescue 20% Audubon Red Fescue 15% Rescue 911 Hard Fescue 15% Rugby Kentucky Bluegrass 5% Fults Pucinnellia Distans 15 %" t. i I I Revise Table II of Article 1081.04(c)(6) of the Standard Specifications to read: i TABLE II Secondary Hard Seed Purity Pure, Live Weed Noxious Weeds Percent Percent Seed Percent Percent No. per kg (oz) Variety of Seeds Maximum Minimum Minimum Maximum Max. Permitted* Remarks Alfalfa 20 92 89 0.50 211 (6) 1/ Brome Grass - 90 75 0.50 175 (5) - Clover, Alsike 15 92 87 0.30 211 (6) 2/ Clover, Crimson 15 92 83 0.50 211 (6) - Clover, Ladino 15 92 87 0.30 211 (6) - Clover, Red 20 92 87 0.30 211 (6) - Clover, White Dutch 30 92 87 0.30 211 (6) 3/ Audubon Red Fescue 0 97 82 0.10 105 (3) - Fescue, Alta or Ky. 31 - 97 82 1.00 105 (3) - Fescue, Creeping Red - 97 82 1.00 105 (3) - Fults Salt Grass 0 98 85 0.10 70 (2) - Kentucky Bluegrass - 97 80 0.30 247 (7) 51 Lespedeza, Korean 20 92 84 0.50 211 (6) 3/ Oats - 92 88 0.50 70 (2) 4/ Orchard Grass - 90 78 1.50 175 (5) 4/ Redtop - 90 78 1.80 175 (5) 41 Ryegrass, Perennial, Annual - 97 85 0.30 175 (5) 4/ Rye, Grain, Winter - 92 83 0.50 70 (2) 4/ i Rescue 911 Hard Fescue 0 97 82 0.10 105 (3) - Timothy - 92 84 0.50 175 (5) 4/ Vetch, Crown 30 92 67 1.00 211 (6) 3/ & 6/ Vetch, Spring 30 92 88 1.00 70 (2) 4/ Vetch, Winter 15 92 83 1.00 105 (3) 4/ Wheat, hard Red Winter - 92 89 0.50 70 (2) 4/ 80131 I I ` SUBGRADE PREPARATION (BDE) Effective: November 1, 2002 Revise the tenth paragraph of Article 301.03 of the Standard Specifications to read: "Equipment of such weight, or used in such a way as to cause a rut in the finished subgrade of 13 mm (1/2 in.) or more in depth, shall be removed from the work or the rutting otherwise prevented." 80086 SUPERPAVE BITUMINOUS CONCRETE MIXTURES (BIDE) Effective: January 1, 2000 Revised: April 1, 2004 Description. This work shall consist of designing, producing and constructing Superpave bituminous concrete mixtures using Illinois Modified Strategic Highway Research Program (SHRP) Superpave criteria. This work shall be according to Sections 406 and 407 of the Standard Specifications and the special provision, "Quality Control /Quality Assurance of Bituminous Concrete Mixtures ", except as follows. Materials. (a) Fine Aggregate Blend Requirement. The Contractor may be required to provide FA 20 manufactured sand to meet the design requirements. For mixtures with Ndesign >_ 90, at least 50 percent of the required fine aggregate fraction shall consist of either stone sand, slag sand, or steel slag sand meeting the FA/FM 20 gradation. (b) Reclaimed Asphalt Pavement (RAP). If the Contractor is allowed to use more than 15 percent RAP, as specified in the plans, a softer performance - graded binder may be required as determined by the Engineer. RAP shall meet the requirements of the special provision, "RAP for Use in Bituminous Concrete Mixtures ". RAP will not be permitted in mixtures containing polymer modifiers. RAP containing steel slag will be permitted for use in top -lift surface mixtures only. (c) Bituminous Material. The asphalt cement (AC) shall be performance - graded (PG) or polymer modified performance - graded (SBS -PG or SBR -PG) meeting the requirements of Article 1009.05 of the Standard Specifications for the grade specified on the plans. The following additional guidelines shall be used if a polymer modified asphalt is specified: (1) The polymer modified asphalt cement shall be shipped, maintained, and stored at the mix plant according to the manufacturer's requirements. Polymer modified asphalt cement shall be placed in an empty tank and shall not be blended with other asphalt cements. (2) The mixture shall be designed using a mixing temperature of 163 f 3 °C (325 ± 5 °F) and a gyratory compaction temperature of 152 ± 3 °C (305 ± 5 °F). (3) Pneumatic -tired rollers will not be allowed unless otherwise specified by the l Engineer. A vibratory roller meeting the requirements of Article 406.16 of the i Standard Specifications shall be required in the absence of the pneumatic -tired roller. Laboratory Equipment. (a) Superpave Gyratory Compactor. The superpave gyratory compactor (SGC) shall be used for all QC /QA testing. (b) Ignition Oven. The ignition oven shall be used to determine the AC content. The ignition oven shall also be used to recover aggregates for all required washed gradations. The Engineer may waive the ignition oven requirement for AC content if the aggregates to be used are known to have ignition AC content calibration factors which exceed 1.5 percent. If the ignition oven requirement is waived, other Department approved methods shall be used to determine the AC content. Mixture Desian. The Contractor shall submit mix designs, for approval, for each required mixture. Mix designs shall be developed by Level III personnel who have successfully completed the course, "Superpave Mix Design Upgrade ". Articles 406.10 and 406.13 of the Standard Specifications shall not apply. The mixtures shall be designed according to the respective Illinois Modified AASHTO references listed below. AASHTO MP 2 Standard Specification for Superpave Volumetric Mix Design AASHTO R 30 Standard Practice for Mixture Conditioning of Hot -Mix Asphalt (HMA) AASHTO PP 28 Standard Practice for Designing Superpave HMA AASHTO T 209 Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures AASHTO T 312 Preparing and Determining the Density of Hot Mix Asphalt (HMA) Specimens by Means of the Superpave Gyratory Compactor AASHTO T 308 Determining the Asphalt Content of Hot Mix Asphalt (HMA) by the Ignition Method (a) Mixture Composition. The ingredients of the bituminous mixture shall be combined in such proportions as to produce a mixture conforming to the composition limits by weight. The gradation mixture specified on the plans shall produce a mixture falling within the limits specified in Table 1. I . I TABLE 1. MIXTURE COMPOSITION (% PASSING)' Sieve IL -25.0 mm IL -19.0 mm IL -12.5 mm IL -9.5 mm Size min max min max min max min max 37.5 mm 100 (1 112 in.) 25 mm (1 in.) 90 100 100 19 mm 90 82 100 100 (3/4 in.) mm (1/2 in.) 45 75 50 85 90 100 100 (1/2 9.5 mm 89 90 100 (3/8 in.) ( #4) mm 24 42 24 50 28 65 28 65 2.36 mm 16 31 20 36 28 48 28 48 ( #8) 1.18 mm 10 22 10 25 10 32 10 32 ( #16) 600 µm ( #30) 300 µm 4 12 4 12 4 15 4 15 ( #50) 150 µm 3 g 3 9 3 10 3 10 ( #100) 75 µm 3 6 3 6 4 6 4 6 ( #200) 1/ Based on percent of total aggregate weight. 2/ The mixture composition shall not exceed 40 percent passing the 4.75 mm (#4) sieve for binder courses with Ndesign >_ 90. 3/ The mixture composition shall not exceed 40 percent passing the 2.36 mm ( #8) sieve for surface courses with Ndesign >_ 90. 4/ The mixture composition for surface courses shall be according to IL -12.5 mm or IL -9.5 mm, unless otherwise specified by the Engineer. One of the above gradations shall be used for leveling binder as specified in the plans and according to Article 406.04 of the Standard Specifications. I li It is recommended that the selected combined aggregate gradation not pass through the restricted zones specified in Illinois Modified AASHTO MP 2. (b) Dust/AC Ratio for Superpave. The ratio of material passing the 75 µm ( #200) sieve to total asphalt cement shall not exceed 1.0 for mixture design (based on total weight of mixture). i (c) Volumetric Requirements. The target value for the air voids of the hot mix asphalt (HMA) shall be 4.0 percent at the design number of gyrations. The VMA and VFA of the HMA design shall be based on the nominal maximum size of the aggregate in the mix and shall conform to the requirements listed in Table 2. TABLE 2. VOLUMETRIC REQUIREMENTS Voids in the Mineral Aggregate Voids Filled (VMA), with Asphalt % minimum (VFA), Ndesign IL -25.0 IL -19.0 IL -12.5 IL -9.5 % 50 65-78 90 , 12.0 13.0 14.0 15 65-75 105 (d) Determination of Need for Anti - Stripping Additive. The mixture designer shall determine if an additive is needed in the mix to prevent stripping. The determination will be made on the basis of tests P erformed according to Illinois Modified T 283 using 4 in. Marshall bricks. To be considered acceptable by the Department as a mixture not susceptible to stripping, the ratio of conditioned to unconditioned split tensile strengths (TSRs) shall be equal to or greater than 0.75. Mixtures, either with or without an additive, with TSRs less than 0.75 will be considered unacceptable. If it -is determined that an additive is required, the additive may be hydrated lime, slaked quicklime, or a liquid additive, at the Contractor's option. The liquid additive shall be selected from the Department's list of approved additives and may be limited to those which have exhibited satisfactory performance in similar mixes. Dry hydrated lime shall be added at a rate of 1.0 to 1.5 percent by weight of total dry aggregate. Slurry shall be added in such quantity as to provide the required amount of hydrated lime solids by weight of total dry aggregate. The exact rate of application for all anti - stripping additives will be determined by the Department. The method of application shall be according to Article 406.12 of the Standard Specifications. Personnel. The QC Manager and Level I Technician shall have successfully completed the Department's " Superpave Field Control Course ". ' Required Plant Tests. Testing shall be conducted to control the production of the bituminous mixture. The Contractor shall use the test methods identified to perform the following mixture tests at a frequency not less than that indicated in Table 3. TABLE 3. REQUIRED PLANT TESTS for SUPERPAVE Parameter Frequency of Tests Test Method Aggregate Gradation 1 dry gradation per day of production (either Illinois Procedure morning or afternoon sample). (See Manual of Hot bins for batch and Test Procedures continuous plants and for Materials). Individual cold -feeds or 1 washed ignition oven test on the mix per day combined belt -feed for of production (conduct in afternoon if dry drier drum plants. gradation is conducted in the morning or vice versa). (% passing sieves: 12.5 mm (1/2 in.), NOTE. The order in which the above tests are 4.75 mm (No. 4), conducted shall alternate from the previous 2.36 mm (No. 8), production day (example: a dry gradation 600 pm (No. 30), conducted in the morning will be conducted in 75 pm (No. 200)) the afternoon on the next production day and so forth). The dry gradation and washed ignition oven test results shall be plotted on the same control chart. Asphalt Content by Ignition 1 per half day of production Illinois Modified Oven (Note 1.) AASHTO T 308 Air Bulk Specific Gravity Illinois Modified Voids of Gyratory Sample 1 per half day of production for first 2 days and AASHTO T 312 1 per day thereafter (first sample of the day) Maximum Specific Illinois Modified Gravity of Mixture AASHTO T 209 Note 1. The Engineer may waive the ignition oven requirement for AC content if the aggregates to be used are known to have ignition AC content calibration factors which exceed 1.5 percent. If the ignition oven requirement is waived, other Department approved methods shall be used to determine the AC content. During production, the ratio of minus 75 pm ( #200) sieve material to total asphalt cement shall be not less than 0.6 nor more than 1.2 and the moisture content of the mixture at discharge from the mixer shall not exceed 0.5 percent. If at any time the ratio of minus 75 pm ( #200) material to asphalt or moisture content of the mixture falls outside the stated limits, production of the mix shall cease. The cause shall be determined and corrective action satisfactory to the Engineer shall be initiated prior to resuming production. During production, mixtures containing an anti - stripping additive will be tested by the Department for stripping according to Illinois Modified T 283. If the mixture fails to meet the TSR i accepted until the Contractor takes such action mixture will be acce criteria for acceptance, no p necessary to furnish a mixture meeting as is n ry g the criteria. Construction Requirements i Lift Thickness. (a) Binder and Surface Courses. The minimum compacted lift thickness for constructing bituminous concrete binder and surface courses shall be according to Table 4: TABLE 4 — MINIMUM COMPACTED LIFT THICKNESS Mixture Thickness, mm (in.) IL -9.5 32 (1 1/4) IL -12.5 38 (1 1/2) IL-19.0 57(21/4) IL-25.0 76 (3) (b) Leveling Binder. Mixtures used for leveling binder shall be as follows: TABLE 5 — LEVELING BINDER Nominal, Compacted, Leveling Mixture Binder Thickness, mm (in.) <_ 32 (1 1/4) 1 L -9.5 32 (1 1/4) to 50 (2) IL 9.5 or IL -12.5 Density requirements shall apply for leveling binder when the nominal, compacted thickness is 32 mm (1 1/4 in.) or greater for IL -9.5 mixtures and 38 mm (1 1/2 in.) or greater for IL -12.5 mixtures. (c) Full -Depth Pavement. The compacted thickness of the initial lift of binder course shall be 100 mm (4 in.). The compacted thickness of succeeding lifts shall meet the minimums specified in Table 4 but not exceed 100 mm (4 in.). If a vibratory roller is used for breakdown, the compacted thickness of the binder lifts, excluding the top lift, may be increased to 150 mm (6 in.) provided the required density is obtained. (d) Bituminous Patching. The minimum compacted lift thickness for constructing bituminous patches shall be according to Table 4. t Control Charts /Limits. Control charts /limits shall be according to QC /QA Class I requirements, except density shall be plotted on the control charts within the following control limits: TABLE 6. DENSITY CONTROL LIMITS Mixture Parameter Individual Test 12.5 mm / 9.5 mm Ndesign >_ 90 92.0-96.0% 12.5 mm / 9.5 mm Ndesign < 90 92.5-97.4% 19.0 mm / 25.0 mm Ndesign >_ 90 93.0-96.0% 19.0 mm / 25.0 mm Ndesign < 90 93.0-97.4% Basis of Pavment. On resurfacing projects, this work will be paid for at the contract unit price per metric ton (ton) for BITUMINOUS CONCRETE SURFACE COURSE, SUPERPAVE, of the friction aggregate mixture and Ndesign specified, LEVELING BINDER (HAND METHOD), SUPERPAVE, of the Ndesign specified, LEVELING BINDER (MACHINE METHOD), SUPERPAVE, of the Ndesign specified, and BITUMINOUS CONCRETE BINDER COURSE, SUPERPAVE, of the mixture composition and Ndesign specified. On resurfacing projects in which polymer modifiers are required, this work will be paid for at the contract unit price per metric ton (ton) for POLYMERIZED BITUMINOUS CONCRETE ` SURFACE COURSE, SUPERPAVE, of the friction aggregate mixture and Ndesign specified, POLYMERIZED LEVELING BINDER (HAND METHOD), SUPERPAVE, of the Ndesign specified, POLYMERIZED LEVELING BINDER (MACHINE METHOD), SUPERPAVE, of the Ndesign specified, and POLYMERIZED BITUMINOUS CONCRETE BINDER COURSE, SUPERPAVE, of the mixture composition and Ndesign specified. On full -depth pavement projects, this work will be paid for at the contract unit price per square meter (square yard) for BITUMINOUS CONCRETE PAVEMENT, (FULL- DEPTH), SUPERPAVE, of the thickness specified. On projects where widening is constructed and the entire pavement is then resurfaced, the binder for the widening will be paid for at the contract unit price per square meter (square yard) for BITUMINOUS CONCRETE BINDER COURSE, SUPERPAVE, of the mixture composition, Ndesign, and thickness specified. The surface and binder used to resurface the entire pavement will be paid for according to the paragraphs above for resurfacing projects. 80010 � i I TRAFFIC CONTROL DEFICIENCY DEDUCTION (BDE) Effective: April 1, 1992 Revised: January 1, 2005 To ensure a prompt response to incidents involving the integrity of work zone traffic control, the Contractor shall provide a telephone number where a responsible individual can be contacted 24 hours -a -day. When the Engineer is notified, or determines a traffic control deficiency exists, he /she will notify and direct the Contractor to correct the deficiency within a specified time. The specified time, which begins upon notification to the Contractor, will be from 1/2 hour to 12 hours based upon the urgency of the situation and the nature of the deficiency. The Engineer shall be the sole judge. A deficiency may be any lack of repair, maintenance, or non - compliance with the traffic control plan. A deficiency may also be applied to situations where corrective action is not an option such as the use of non - certified flaggers for short term operations; working with lane closures beyond the time allowed in the contract; or failure to perform required contract obligations such as traffic control surveillance. If the Contractor fails to correct a deficiency within the specified time, a daily monetary deduction will be imposed for each calendar day or fraction thereof the deficiency exists. The calendar day(s) will begin with notification to the Contractor and end with the Engineer's acceptance of the correction. The daily monetary deduction will be either $1,000 or 0.05 percent of the awarded contract value, whichever is greater. For those deficiencies where corrective action was not an option this monetary deduction will be immediate. In addition, if the Contractor fails to respond, the Engineer may correct the deficiency and the cost thereof will be deducted from monies due or which may become due the Contractor. This corrective action will in no way relieve the Contractor of his /her contractual requirements or responsibilities. 57291 I TRUCK BED RELEASE AGENT (BDE) Effective: April 1, 2004 Add the following sentence after the third sentence of the first paragraph of Article 406.14 of the Standard Specifications. "In addition to the release agent, the Contractor may use a light scatter of manufactured sand (FA 20 or FA 21) evenly distributed over the bed of the vehicle." 80123 i LR 107 -3 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR WAGES OF EMPLOYEES ON PUBLIC WORKS Effective: August 10, 2005 Revised: April 1, 2006 All wages paid by the Contractor and each subcontractor shall be in compliance with The Prevailing Wage Act (820 ILCS 130), as amended, except where a prevailing wage violates a federal law, order, or ruling, the rate conforming to the federal law, order, or ruling shall govern. The Contractor shall be responsible to notify each subcontractor of the wage rates set forth in this contract and any revisions thereto. If the Department of Labor revises the wage rates, the revised rate as provided by the public body shall apply to this contract and the Contractor will not be allowed additional compensation on account of said revisions. The Contractor and each subcontractor shall make and keep, for a period of not less than 3 years, records of all laborers, mechanics, and other workers employed by them on the project; the records shall include each worker's name, address, telephone number when available, social security number, classification or classifications, the hourly wages paid in each period, the number of hours worked each day, and the starting and ending times of work each day. The Contractor and each subcontractor shall submit monthly, in person, by mail, or electronically a certified payroll to the public body in charge of the project. The certified payroll shall consist of a complete copy of the records. The certified payroll shall be accompanied by a statement signed by the contractor or subcontractor which avers that: (i) such records are true and accurate; (ii) the hourly rate paid to each worker is not less than the general prevailing rate of hourly wages required; and (iii) the contractor or subcontractor is aware that filing a certified payroll that he or she knows to be false is a Class B misdemeanor. Upon 2 business days' notice, the contractor and each subcontractor shall make available for inspection the records to the public body in charge of the project, its officers and agents, and to the Director of Labor and his deputies and agents at all reasonable hours at a location within this State. The Contractor and each subcontractor shall permit his /her employees to be interviewed on the job, during working hours, by compliance investigators of the Department or the Department of Labor." LR 702 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR CONSTRUCTION AND MAINTENANCE SIGNS Effective: January 1, 2004 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. 702.05 Signs Add the following paragraph to subparagraph (a) in Article 702.05: 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. ' I i LR 701 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION for FLAGGER CERTIFICATION Effective January 1, 1993 Revised January 1, 2002 All references to Sections or Articles in this Special Provision 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. 701.04 General. Revise subparagraph (c)(4) of Article 701.04 to read: "Flagaer Certification. Contractors who employ union laborers shall request, in writing, certified flaggers from the union locals. Many of the union locals, by agreements with IDOT, will meet this request unless union members who hold flagger certification are not available. Only then will use of non - certified flaggers be allowed. If certified flaggers become available, they shall replace the non - certified flaggers. Contractors who do not employ union laborers shall have certified flaggers available within 30 days of the contract award date unless it is documented that training by an approved agency is not available until a later date. Non - certified flaggers, qualified by the Contractor, may be used for short-term or emergency situations, and to relieve flaggers for rest breaks when the Resident Engineer/ Resident Technician is notified prior to using the non - certified flaggers. Flaggers that are certified shall have in their possession their Flaggers Certification ID card at all times when employed as a flagger. The contractor shall furnish the Resident Engineer with a copy of the written request to obtain certified flaggers and /or training opportunities. The cost of meeting the above requirements will be considered as included in the cost of the various pay items involved." I ' I LR 109 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR CONTRACT CLAIMS Effective: January 1, 2002 Revised: May 1, 2002 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. 109.09 Contract Claims. Revise the second sentence of subparagraph (a) of Article 109.09 to read: "All claims shall be submitted to the Engineer." Revise subparagraph (e) of this Article to read: "Procedure. All Claims shall be submitted to the Engineer. The Engineer shall consider all information submitted with the claim. Claims not conforming to this Article will be returned without consideration. The Engineer may schedule a claim presentation meeting if in the Engineer's judgement such a meeting would aid in resolution of the claim, otherwise a decision will be based on the claim documentation submitted. A final decision will be rendered within 90 days of receipt of the claim. Full compliance by the Contractor with the provisions specified in this Article is a contractual condition precedent to the Contractor's right to seek relief in the Court of Claims. The Engineer's written decision shall be the final administrative action of the Department. Unless the Contractor files a claim for adjudication by the Court of Claims within 60 days after the date of the written decision, the failure to file shall constitute a release and waiver of the claim." I i i I 1 { i WEIGHT CONTROL DEFICIENCY DEDUCTION (BDE) Effective: April 1, 2001 Revised: August 1, 2002 i The Contractor shall provide accurate weights of materials delivered to the contract for incorporation into the work (whether temporary or permanent) and for which the basis of payment is by weight. These weights shall be documented on delivery tickets which shall identify the source of the material, type of material, the date and time the material was loaded, the contract number, the net weight, the tare weight when applicable and the identification of the transporting vehicle. Fora 99 aggregates, ates the Contractor shall have the driver of the vehicle furnish P or establish an acceptable alternative to provide the contract number and a copy of the material order to the source for each load. The source is defined as that facility that produces the final material product that is to be incorporated into the contract pay items. The Department will conduct random, independent vehicle weight checks for material sources according to the procedures outlined in the Documentation Section Policy Statement of the Department's Construction Manual and hereby incorporated by reference. The results of the independent weight checks shall be applicable to all contracts containing this Special Provision. Should the vehicle weight check for a source result in the net weight of material on the vehicle exceeding the net weight of material shown on the delivery ticket by 0.50% (0.70% for aggregates) or more, the Engineer will document the independent vehicle weight check and immediately furnish a copy of the results to the Contractor. No adjustment in pay quantity will be made. Should the vehicle weight check for a source result in the net weight of material shown on the delivery ticket exceeding the net weight of material on the vehicle by 0.50% (0.70% for aggregates) or more, the Engineer will document the independent vehicle weight check and immediately furnish a copy of the results to the Contractor. The Engineer will adjust the net weight shown on the delivery ticket to the checked delivered net weight as determined by the independent vehicle weight check. The Engineer will also adjust the method of measurement for all contracts for subsequent deliveries of all materials from the source based on the independent weight check. The net weight of all materials delivered to all contracts containing this Special Provision from this source, for which the basis of payment is by weight, will be adjusted by applying a correction factor "A" as determined by the following formula: A =1.0 (B B C ; Where A< — 1.0 ; B > 0.50% (0.70% for aggregates) � Where A = Adjustment factor B = Net weight shown on delivery ticket C = Net weight determined from independent weight check The adjustment factor will be applied as follows: Adjusted Net Weight = A x Delivery Ticket Net Weight i i I � I I The adjustment factor will be imposed until the cause of the deficient weight is identified and corrected by the Contractor to the satisfaction of the Engineer. If the cause of the deficient weight is not identified and corrected within seven (7) calendar days, the source shall cease delivery of all materials to all contracts containing this Special Provision for which the basis of payment is by weight. Should the Contractor elect to challenge the results of the independent weight check, the Engineer will continue to document the weight of material for which the adjustment factor would be applied. However, provided the Contractor furnishes the Engineer with written documentation that the source scale has been calibrated within seven (7) calendar days after the date of the independent weight check, adjustments in the weight of material paid for will not be applied unless the scale calibration demonstrates that the source scale was not within the specified Department of Agriculture tolerance. At the Contractor's option, the vehicle may be weighed on a second independent Department of Agriculture certified scale to verify the accuracy of the scale used for the independent weight check. 80048 i i Kendall County Prevailing Wage for March 2006 Page 1 of 6 I I Kendall County Prevailing Wage for March 2006 Trade Name RG TYP C Base FRMAN *M -F >8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT -GEN ALL 30.150 30.900 1.5 1.5 2.0 6.860 3.940 0.000 0.170 ASBESTOS ABT -MEC BLD 23.300 24.800 1.5 1.5 2.0 7.860 4.910 0.000 0.000 BOILERMAKER BLD 37.700 41.090 2.0 2.0 2.0 6.720 6.790 0.000 0.210 BRICK MASON BLD 33.250 36.580 1.5 1.5 2.0 6.450 7.020 0.000 0.440 CARPENTER ALL 35.320 37.320 1.5 1.5 2.0 6.760 5.320 0.000 0.490 CEMENT MASON ALL 33.300 36.630 1.5 1.5 2.0 5.900 8.460 0.000 0.050 CERAMIC TILE FNSHER BLD 27.200 0.000 2.0 1.5 2.0 5.400 5.200 0.000 0.100 COMMUNICATION TECH BLD 30.730 32.830 1.5 1.5 2.0 8.230 7.070 0.000 6.100 ELECTRIC PWR EQMT OP ALL 26.940 34.540 1.5 1.5 2.0 3.750 7.440 0.000 0.130 ELECTRIC PWR GRNDMAN ALL 20.970 34.540 1.5 1.5 2.0 3.750 5.760 0.000 0.100 ELECTRIC PWR LINEMAN ALL 31.980 34.540 1.5 1.5 2.0 3.750 8.850 0.000 0.160 ELECTRIC PWR TRK DRV ALL 21.640 34.540 1.5 1.5 2.0 3.750 5.950 0.000 0.110 ELECTRICIAN BLD 37.400 41.140 1.5 1.5 2.0 8.230 8.600 0.000 0.750 ELEVATOR CONSTRUCTOR BLD 40.745 45.840 2.0 2.0 2.0 7.775 5.090 2.445 0.400 FENCE ERECTOR ALL 34.100 35.810 2.0 2.0 2.0 7.690 13.11 0.000 0.230 GLAZIER BLD 31.400 32.400 1.5 2.0 2.0 6.490 9.050 0.0000.500 HT /FROST INSULATOR BLD 33.300 35.050 1.5 1.5 2.0 7.860 8.610 0.000 0.310 IRON WORKER ALL 34.100 35.810 2.0 2.0 2.0 7.690 13.11 0.000 0.230 LABORER ALL 30.150 30.900 1.5 1.5 2.0 6.600 4.200 0.000 0.170 LATHER BLD 35.320 37.320 1.5 1.5 2.0 6.760 5.320 0.000 0.490 MACHINIST BLD 35.630 37.630 2.0 2.0 2.0 3.880 4.750 2.460 0.000 MARBLE FINISHERS ALL 25.750 0.000 1.5 1.5 2.0 6.070 7.020 0.000 0.580 MARBLE MASON BLD 33.250 36.580 1.5 1.5 2.0 6.450 7.020 0.000 0.580 MILLWRIGHT ALL 35.320 37.320 1.5 1.5 2.0 6.760 5.320 0.000 0.490 OPERATING ENGINEER BLD 1 39.550 43.550 2.0 2.0 2.0 6.450 5.150 1.800 0.650 OPERATING ENGINEER BLD 2 38.250 43.550 2.0 2.0 2.0 6.450 5.150 1.800 0.650 OPERATING ENGINEER BLD 3 35.700 43.550 2.0 2.0 2.0 6.450 5.150 1.800 0.650 OPERATING ENGINEER BLD 4 33.950 43.550 2.0 2.0 2.0 6.450 5.150 1.800 0.650 OPERATING ENGINEER HWY 1 37.750 41.750 1.5 1.5 2.0 6.450 5:150 1.800 0.650 OPERATING ENGINEER HWY 2 37.200 41.750 1.5 1.5 2.0 6.450 5.150 1.800 0.650 OPERATING ENGINEER HWY 3 35.150 41.750 1.5 1.5 2.0 6.450 5.150 1.800 0.650 OPERATING ENGINEER HWY 4 33.750 41.750 1.5 1.5 2.0 6.450 5.150 1.800 0.650 OPERATING ENGINEER HWY 5 32.550 41.750 1.5 1.5 2.0 6.450 5.150 1.800 0.650 ORNAMNTL IRON WORKER ALL 34.100 35.810 2.0 2.0 2.0 7.690 13.11 0.000 0.230 PAINTER ALL 33.330 34.330 1.5 1.5 1.5 5.150 5.000 0.000 0.250 PAINTER SIGNS BLD 25.150 28.240 1.5 1.5 1.5 2.600 2.010 0.000 0.000 PILEDRIVER ALL 35.320 37.320 1.5 1.5 2.0 6.760 5.320 0.000 0.490 PIPEFITTER BLD 35.010 37.010 1.5 1.5 2.0 7.800 7.440 0.000 0.900 PLASTERER BLD 32.100 33.600 1.5 1.5 2.0 6.240 6.600 0.000 0.400 PLUMBER BLD 35.010 37.010 1.5 1.5 2.0 7.800 7.440 0.000 0.900 ROOFER BLD 32.800 34.800 1.5 1.5 2.0 5.930 3.140 0.000 0.330 SHEETMETAL WORKER BLD 35.030 37.030 1.5 1.5 2.0 6.470 7.440 0.000 0.540 SPRINKLER FITTER BLD 34.500 36.500 1.5 1.5 2.0 7.000 5.550 0.000 0.500 STEEL ERECTOR ALL 34.100 35.810 2.0 2.0 2.0 7.690 13.11 0.000 0.230 STONE MASON BLD 33.250 36.580 1.5 1.5 2.0 6.450 7.020 0.000 0.440 TERRAZZO FINISHER BLD 27.950 0.000 1.5 1.5 2.0 6.150 5.560 0.000 0.220 TERRAZZO MASON BLD 32.050 35.050 1.5 1.5 2.0 6.150 7.140 0.000 0.120 TILE MASON BLD 33.000 37.000 2.0 1.5 2.0 5.400 6.400 0.000 0.180 TRUCK DRIVER ALL 1 32.040 32.590 1.5 1.5 2.0 5.830 3.680 0.000 0.000 TRUCK DRIVER ALL 2 32.190 32.590 1.5 1.5 2.0 5.830 3.680 0.000 0.000 ( TRUCK DRIVER ALL 3 32.390 32.590 1.5 1.5 2.0 5.830 3.680 0.000 0.000 TRUCK DRIVER ALL 4 32.590 32.590 1.5 1.5 2.0 5.830 3.680 0.000 0.000 TUCKPOINTER BLD 34.500 35.500 1.5 1.5 2.0 4.710 6.340 0.000 0.400 AT TO 1,4,,, 1 ) / 1 AP) ()()r% Kendall County Prevailing Wage for March 2006 Page 2 of 6 I I Legend: M -F >8 (Overtime is required for any hour greater than 8 worked each day, Monday through Friday. OSA (Overtime is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health & Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) Explanations KENDALL COUNTY The following list is considered as those days for which holiday rates of wag I� apply: es for work performed a 1 : New Years Day, Memorial /Decoration Day, Fourth of July, Labor Day, Veterans Day, Thanksgiving Day, Christmas Day. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration such as the day after Thanksgiving for Veterans Day. If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material /mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials /mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile -like units; all mixtures in tile like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin -set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and /or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and /or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, I ��- - - - - -- - AT T o 1,+r„ Kendall County Prevailing Wage for March 2006 Page 3 of 6 tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile i G installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re- tiled. COMMUNICATIONS TECHNICIAN Construction, installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, and data inside wire, interconnect, terminal equipment, central offices, PABX and equipment, micro waves, V -SAT, f bypass, CATV, WAN (wide area network), LAN (local area networks), and ISDN (integrated system digital network), pulling of wire in raceways, but not the installation of raceways. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc.), stocking of floors with material, performing all rigging for heavy work, the handling of all mateiral that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, l mixing up thin set for the installation of material, mixing up of sand to cement for the installatin of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and experiors and customarily known as stone in the trade), carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and experior which sare installed in a similar manner. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION Class 1. Two or three Axle Trucks. A -frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick -up trucks and tractors; Ambulances Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry -alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2 -man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self- propelled Chip Spreader; Skipman; Slurry Trucks, 2 -man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self- loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; .. n/ nnnr�nv/ irinl /ro +ae /(1T1TlA/�(I/TtFNT1AT 1 .0 'htm `)I� Fi�7nnFi Kendall County Prevailing Wage for March 2006 Page 4 of 6 Ready -mix Plant Hopper Operator, and Winch Trucks, 2 Axles. i Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self - loading equipment or similar j equipment over 16 cubic yards; Explosives and /or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1 -man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1 -man operation; Winch trucks, 3 axles or more; Mechanic - -Truck Welder and Truck Painter. Class 4. Six axle trucks; Dual - purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self- loading equipment like P.B. and trucks with scoops on the front. OPERATING ENGINEERS - BUILDING Class 1. Mechanic; Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson attachment; Batch Plant; Benoto; Boiler and Throttle Valve; Caisson Rigs; Central Redi -Mix Plant; Combination Back Hoe Front End - loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Paver; Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted); Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type); Creter Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Highlift Shovels or Front Endloader 2 -1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, one, two and three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment); Locomotives, All; Motor Patrol; Pile Drivers and Skid Rig; Post Hole Digger; Pre - Stress Machine; Pump Cretes Dual Ram; Pump Cretes; Squeeze Cretes -screw Type Pumps; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - .Tractor Drawn; Slip -form Paver; Straddle Buggies; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Bobcat (over 3/4 cu. yd.); Boilers; Brick Forklift; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks; Greaser Engineer; Highlift Shovels or Front Endloaders under 2 -1/4 yd.; Hoists, Automatic; Hoists, inside Freight Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (self - propelled); Rock Drill (truck mounted); Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with " A " Frame. Class 3. Air Compressor; Combination - Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators - (Rheostat Manual Controlled); Hydraulic Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3 (1 to 3 not to exceed a total of 300 ft.); Pumps, Well Points; Welding Machines (2 through 5); Winches, 4 small Electric Drill Winches; Bobcat (up to and including 3/4 cu. yd.). Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. OPERATING ENGINEERS - HEAVY AND HIGHWAY CONSTRUCTION +o��nr,nr�rniu�t�mAT r o t,+m ?ii AIX)AA Kendall County Prevailing Wage for March 2006 Page 5 of 6 Class 1. Craft Foreman; Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; ( Autograder /GOMACO or other similar type machines; ABG Paver; Backhoes with Caisson attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi -Mix Plant; Combination Backhoe Front Endloader oader Machine 1 cu. yd. Backhoe Bucket or over or with attachments); Concrete Breaker (Truck Mounted): Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Hammerhead, Linden, Peco & Machines of a like nature; Crete Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks, Traveling; Dowell machine with Air Compressor; Dredges; Field Mechanic - Welder; Formless Curb and Gutter Machine; Gradall and Machines of a like nature; Grader, j Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Mounted; Hoists, One, Two and Three Drum; Hydraulic Backhoes; Backhoes with shear attachments; Mucking Machine; Pile Drivers and Skid Rig; Pre - Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Roto Mill Grinder; Slip -Form Paver; Soil Test Drill Rig (Truck Mounted); Straddle Buggies; Hydraulic Telescoping Form (Tunnel); Tractor Drawn Belt Loader (with attached pusher - two engineers); Tractor with Boom; Tractaire with Attachments; Trenching Machine; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole; Drills (Tunnel Shaft); Underground Boring and /or Mining Machines; Wheel Excavator; Widener (APSCO). Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front l Endloader Machine (less than 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve; Compressor, Common Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type); Drills, All; Finishing Machine - Concrete; Greaser Engineer; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments); Hydro - Blaster; All Locomotives, Dinky; Pump Cretes; Squeeze Cretes -Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotory Snow Plows; Rototiller, Seaman, etc., self - propelled; Scoops - Tractor Drawn; Self- Propelled Compactor; Spreader - Chip - Stone, etc.; Scraper; Scraper - Prime Mover in Tandem (Regardless of Size); Tank Car Heater; Tractors, Push, Pulling Sheeps Foot, Disc, Compactor, etc.; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer (Two Bag and Over); Conveyor, Portable; Farm -Type Tractors Used for Mowing, Seeding, etc.; Fireman on Boilers; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Pipe Jacking Machines; Post -Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with " A " Frame; Work Boats; Tamper - Form -Motor Driven. Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling); Hydro - Blaster; Light Plants, All (1 through 5); Pumps, over 3 (1 to 3 not to exceed I Kendall County Prevailing Wage for March 2006 Page 6 of 6 a total of 300 ft.); Pumps, Well Points; Tractaire; Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 5. Bobcats (all); Brick Forklifts, Oilers. TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 618/993 -7271 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. I T 1,4m �ii�i�nn� Type A iaT I mu id Type B C _ ___ __ __ __-_ '.e'• .. ': G.: :': e..• .D:. ''.o'• •.. E E - - \� c � —Type B c- N \ 915 min_ �- ?:;b TYPE A RAMPS TYPE B RAMPS t "—Type B 150 Ramp 150 Side curb Romp _ _ ' Type B 1.22 m min. (6) width l6) width = - TYPe A A \'.�: ".� ":'.•' o . \ . — - 600 (24) mill. .'� -__ - - =? ',� ^,.;: °i \s, — straight curb -z-_ :.6;:• __ _- ' :r., Type B It YP.) / r0:,• ,'•,p•.• .. •o:: TYPe B° ^ i::::•: : <i' • :jilt:'.; ' .� / ,' / � � / / oeeo / / / ` y Q • -_ RAMPS AT ALLEYS OR ENTRANCES - •'e'• 1:'p``..e'.': 9I5 min • : '•(361 Side /15 min.�ide, Varlable '•e Type A flora (36) "flare �� 27 max. V°r`lo-1e a 1.2 m b GENERAL NOTES ( -4 1 •� TYPE A '' TYPE B NO. TES A -A Detectable warnings shall be Installed of RECOMMENDED LOCATION OF RAMPS DETAILS OF RAM curb ramps, medians and pedestrian refuge Islands, at -grade railroad - Flush with top of crossings, transit platform edges, and roadway curb antl other locations where pedestrians are top of sidewalk required to cross a hazardous vehicular _ Expansion Joint way. Detectable warnings shall also be ,e:i °•,';•'. ; �:,': ..:•:•4':C.•: •� Rise of depressed' 1 Installed at alleys and commercial curb 13(I /=) max. -/ (6) entrances when permanent traffic m ; control devices ore present. n 50 R - t21 The maximum slope of the site flore for Ramp slope 1:12 max. I .� o Type B romps shall be 1:10: however, If tRlsa of romp f 1:20 m - Ramp p the width of the lending area between Sae Details A 6 B 760(30)max. L slope Ramp _— the to of the romp end on obstruction 1:20 max.' thickness (s less than 1.2 m (4" - "1 then the RAMP PROFILE DETAIL A — maximum slope shall be W2. Side curb DETAIL OF SIDE CURB All slope ratios are expressed as units Iwhere o (Side curb may be constructed of vertical displacement to units Of _ monolithiCall h°rlZ°nt°I displacement (YrH), 50 R Y with romp) = (2) LEGEND All dimensions are In mill eters (Inches) unless otherwise shown� - _ Im.el. c.oer +A«,+ er tr„nn°rro +M Sidewalk DATE REVISIONS Romp 8 -1 -05 Revised placement Of CURB RAMPS r4ssra i =oos .Street /` Depressed curb Q Detectable Warnings, detectable warnings FOR SIDEWALKS exeixtcx a w:lt:i 60" pacwuas / (Sheet I Of 2) w.sorro A. V, L zoos = ' Q Non walking area I -I -04 Added detectable Tf7.�tJ7L DETAIL B warnings and choneed IMEE ov oesi xo e x. � xr title. STANDARD 424001 -04 x X a a E E ° m N Truncated Dome E 60 / N 0 a l h � � I I 1 0 23 (0.9) —� s ^�!� / TRUNCATED DOME DETAIL SQUARE PATTERN TRIANGULAR,PATTERN (Parallel Alignment) DETECTABLE W ARNINGS DETAIL'.. All slope ratios are expressed as units of yertical displacement to units of horizontal displacement (Y,H). _ All dimensions are In millimeters (Inches) unless other *ise sho *n. CURB RAMPS 1AS5M l�y - FOR SIDEWALKS E+1ers m n mficy 71F�i P4�—:7 (Sheet 2 of 2) .sue/ t STANDARD 424001 -04 600 To of masonry Half trop to be used Prefabricated concrete slob, 0 0 'm when noted on the plans. when the precast reinforced Precast reinforced — co Is used ncret e section alternate concrete slob o • Pipe to be laid on 'W a minimum grade J 1 f`l2) U of 1 %. !r: °i6::i45 .i:. .y ' ?y :i:!^ :,,r ::1: ?i:: II •::.� . ^L4'ri::':6 ":; i4i: �.fr ':�u ;;.h' i;.i; ?�:�.i� l cushion ��:, Sond cushion sk ' \ ALTERNATE BOTTOM' SLAB 1 / % Dla. of 'pipe ' Inet — — / p or greater - OE flat - Outlet $ - _ ALTERNATE T _ o Steps at 300 (12) - c . iI �' MATERIALS FOR WALLS D C (min.) to 400 fl6l cis. m —2 iu Undisturbed 1.2 m fq' -0 '1 T50 (301 125 (SI round Concrete Masonry Unit t50 (2> R m g I _ 1.5 m (5' -0 "1 1.15 m (3' -9'9 125 15) E \ 1.2 m f4' -0 "1 750 (301 200 19) N N c `t 5012)R Brick Masonry v 7 D T m a 1.5 m 15' -0'9 1.15 m (3' -9'9 200 (¢) Circular -d. °m _ I Precast Reinforced 1.2 m (4' -0 ") 750 (301 100 (4) ° — } Concrete Section 1.5 m (5' -0 ") 1.15 m (3'-9 ") 125 (5) 0 C Cost -In -place Concrete 1'2 m (4' -O ") 750 (30) 150 161 m a I 1.5 m 15' -0'9 1.15 m (3' -9 "1 150 (6) '3 u iu ' • �t�t7;. r: rt; � c ;;a:a�y:: :;.r::.;;�.r :2(: "i,Yi: �'�� Cast-In-ploce T: '�i, - - concrete ELEVATION ELEVATION GENERAL NOTES (Standard Outlet) (Half Trap) All catch basins shall be 1.2 m (4'-0 ") In diameter unless otherwise noted on the plans. M Dimension C for precast reinforced concrete section may vary from the dimension given to plus 150 mm (6 "). - See Standard 602601 for optional precast reinforced concrete flat slab top. See Standard 602701 for details of steps. All dimensions are in millimeters (Inches) unless otherwise shown. DATE REVISIONS ®...I ° °1. °.,--t f 1 -1-9 B A S I N 1 -1 -97 Renum. Standard 1514 -10. Revised 1st G.N. TYPE A 6-15 -94 Moved G.N. to Specs. Del. step details & Cook STANDARD 602001 — ENGxEER as °E Sicu.xc Sxv: NE - Ctv. note. Rev. half trac Doweled contraction Joint - 2- No. 13 (No. 4) bars (Placed In prolongation with pavement joints) construction option( with SO l2) min, cl. (when s 2- No. 13 (No.' 4) bars 2- No. 13 (No. 4) bars Drainage costing 1. Form with 3 (%) 'thick steel template laced at mld -depth without curb box 50 f2) deep. and seal. (when space permits) (when space O 7 �r O pe perms + p permits) J/ Back of curb 2. Saw at 4 to 24 hours and seal. . " Il V " 450 (187 Iona ' dowel bare Short radius curve (- ��-�(-�- Drainage casting _ i - - -1 _ 450 NB) long dowel 300 (Such as entrances. Construction Curb with curb box - - bar (placed at side streets and _ �I romp returns). Joint box ��� gO' of curb _ (12) (t 1 1 h). mid- tlept Contraction � • = K / Joint OA A - '- - - _ r \ \�_ 4E 1.0 m min. 4E 110 m mini / X 300 I 3-0'9 ( y Expansion- --�_- ?(_ _ J �_ (121(t D -I cop I 25 X is This dimension shall be I min. X J L I I I I I I I I I I I i t I I I I I I adjusted to align with Ill/( ++ C7, c tt joint on the adjacent 4E m min. *.0 pavement 1.0 Full depth & width _ n DETAIL \ _ , Edge of ( 3' -0'9 1 f� 3' -p")y m min. 25 (1) - thick (min.) 4.5 m 4.5 m 4.5 m pavement preformed expansion EXPANSION JOINT Pavement expansion Joint I (15' -0 ") (15' -0 ") I (15' -0 ") Joint filler. - , . with'(or without) dowels Gutter flog width Gutter flag width PLAN l os required for ITS las required for 175 .. curb type. (7) Pavement curb type. (7) c I= ADJACENT TO PCC PAV Pavement EMENT OR PCC ,BASE COURSE � I sl 6% I slop si max. I �� PaE nt Pa Slope 5% ant i SIOP - . R - _ ••?I Tie bor- / • •; Tie bar- / } - _ _ DEPRESSED CURB (TYPICAL) DEPRESSED CURB ADJACENT' �, :r::5; .c,:. ' _ Bituminous surfacing TO CURB RAMP ACCESSIBLE \ / Mountable curb shown `Tie bar Tie bar J e /, N1� rather types permi TO THE DISABLED + ! Slope - 6 % ?1 ' ...... 225 (9) when PLC base BARRIER CURB MOUNTABLE CURB r _ course s 200 (8) GENERAL NOTES 250 (10) when PCC base - course > 200 (B) The bottom slope of comb)notlon curb ` and gutter• constructed adjacent to PCC base' Tie bar pcc pavement shall be the some slope TABLE OF DIMENSIONS I TABLE OF DIMENSIONS, course as the subbase or 6% when subbase BARRIER CURB MOUNTABLE CURB Is omitted. TYPE A B C D R1 I TYPE A 8 C 0 RI R ADJACENT TO PCC BASE COURSE t = Thickness of pavement. B -15.30 300 25 150 150 25 M -5.15 150 So 100 so •75 50 AND BITUMINOUS SURFACING (8-6.12) (12) (1) (6) (6) (1) I (M -2.06) (6) (2) (4) (2) (3) (2) - Longitudinal Joint tle bars shall be No. 19 B 450 25 150 150 25 I M -5.30 300 50 100 .50 75 50 (No. 6) at 600 mm (24 ") centers In accor- (-6.10) (18) (1) (6) (6) (1) (M -2.12) (121 (2) (4) (2) (3) (2) donee with details for longitudinal con- _ I B -15.60 600 25 150 150 .25 .I M -10.15 150 100, 75 100 75 NA - B L structlon Joint shown on Standard 420001. (B -6.24) (24) (I) (6) (6) (1) (M -4.06) (6) (4) (3) (4) 13) 125 225 25 M -10.30 300 100 75 100 75 NA A A minimum clearance of 50 mm (2 "1 between B -22.30 300 50 ,I IB -9.12) (12) (21 (5) (9) (1) (M- 4.12) 02) (4) (3) (4) (3) the end of the tie bar and the back of 8 -22.45 450 50 125 225 25 I M -10:45 450 100 75 100 75 I Slope R 0 1 the curb shall be maintained. IB -9,181 118) (2) (5) (9) (1) (M-4.18) (18) (4) (3) (4) (3) NA Pavements 2% 1� . 8 -22.60 600 50 125 225 25 M -10.60 600 100 75 100 75 NA .. '• ;�- All dimensions are In millimeters (Inches) (8 -9.24) (241 (21 (5) (9) (1) I (M -4.24) (24) (4) (3) (4). (3) tI ,� -__ - unless otherwise shown. M -15.15 150 150 50 150 50 NA }� ° - R2 (M -6.06) 167 (6) (2) (6) (2) -. �,, ; DATE REVISIONS CONCRETE CURB TYPE B M -15.30 300 150 5o 150 50 NA I - 1 - 04 Revised expansion AND COMBINATION (M -6.12) (12) (6) (2) (6) (2) Tie bar .SSE. •�- :oo. - I M -15.45 450 150 5o 150 50 - cap and soft converted CONCRETE CURB AND GUTTER m" fM -6.181 (18) 161 (2) (6) (2) NA metric reinforcement. NPR °"' un NA 1-1-98 Rev. slope on M-5 IM -21 (Sheet ] of 21 M -15.60 600 150 so 15o so M -5.15 (M -2.06) and M -5.30 (M -Z.12) (M -6.24) (24) (6) (2) (6) (2) curbs. Del. "Hinae lolnt" ENGINE N pE pf 51d :MO IFt T I' from pion view. STANDARD 606001 -02 II , PT A Dralnage casting 6 O Short radius curve .2- No. 13 (No. 4) bars with curb box placed at mid-depth Contraction joints Back of curb 175 ° Pavement 'W (when space perm Pavement ( R \ O I of Max ct5.( tYD.)'1 O Ot 7 O _ 1 , tyDJ - - _ — 1 2 L — PC. Edge of LS m C 1.5 m I pavement DEPRESSED CURB BARRIER CURB Undoweled contraction Joint Ityp,I I - l5' -0 "1 . ( IS' -0 "> construction options: _ I. Form with 3 ( thick steel template Construction Joint 50 (2) deep, and seal. 2- No. 13 (No. 4) bars Drainage castlnq - with 50(2) min. cl, without curb box 2. Saw 50 (2) deep at 4 to 24 hours, and seal. 2 -No. 13 (No. 4) bars Back of curb - ADJACENT TO FLEXIBLE PAVEMENT placed of mid -depth 3. Insert 20 ON) thick preformed_ Joint filler (when space permits) A A full depth and width. O - . U 3 typ.) . — B 1.5' m I I 1.5 m Edge of - 175 o — pavement Pavement (T1 v Pavement PLAN I Is -01 I �t' R 1 ° Mountable curb shown (other types permitted) Bituminous Bituminous surfacing surfacing `Tie bar Tie bar—/ Y / / / /J // i Z c f :, ✓y DEPRESSED CURB BARRIER CURB $Bose course ' Base course �`��\ •,� , ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE ON DISTURBED SUBGRADE ON UNDISTURBED SUBGRADE CONCRETE CURB TYPE B All dimensions are In millimeters (inches) ADJACENT TO FLEXIBLE PAVEMENT unless otherwise shown. CONCRETE CURB TYPE B R.v.r..... AND COMBINATION CONCRETE CURB AND GUTTER amINEER uiu .ro rao (Sheet 2 of 2) STANDARD 606001 -02 ENLI�ER .i RESIGN ,1N ENVIRONYENI W20- If0) -48 for ONSTpUOTIO contract LEFT LANE COnsf rUCt'IOn Moo WORNEflS Or FLAGGEfl projects AK .. W20-5L(0) -48 Or W21- III0-48 • Or W20- 1101 -48 or floAO W21- 4(0)- for maintenance woflN ce NIGHT LANE AHEAD and utility CLOSED - protects AHEAD' - W20 ( W21.7o(0) -48 �' - ----- - - - - -- - - -- --- --- ---- ------ - -- - -- - - -- - -- - -- ---- - - - - -- .- --- - - - - -- - - - -- o ° °�'X�i --------- - - - - -- GENERAL NOTES . This Standard Is used where of any , 'time, day or night, any vehicle, equip- ' ment, workers or their activities encroach on the pavement during shoulder operations or where construction requires lone closures ' m In urban areas. Refer to SIGN SPACING TABLE , SYMBOLS for distances. Calculate L as follows: SIGN SPACING Post Required for speeds > 40 MPH SPEED LIMIT FORMULAS ed 5oeed Sign Spacing _ r Arrow board m 55 164 m (500') m Cones at 8 m (25') centers for 75 m 70 km /h (40 mph) Metric (English) 50 -45 115 m (350') O Cone,' drum or barricade (250'1 . Additional cones may be placed or less: L = WS 2 L = WS 2 <45 60 m f200') at 15 m (50'1 centers. When drums or p Sign on portable or permanent support Type I or Type II barricades are used, 150 60 the interval between devices may 80 'km /h (45 mph) ® Work area be doubled. or greater: L = 0.65(W)(S) L = (W)(S) Barricade or drum;,with flashing light ® Use flogger sign only when flogger is W = .Width of offset present. In meters (fleet). Type III borrlcod'e with flashing lights 0' For approved sideroad closures. S Nor mol posted speed • Flogger with traffic control sign. km /h (mph). - All dimensions ore In millimeters (Inches) unless otherwise shown. DATE REVISIONS URBAN LANE CLOSURE Ainoie O.ee. +m.m o. T GnWOrlufiun MULTILANE, 1W OR SU WITH • � ] -1 -OS Added tangent distance RE ArrnovEO •� zoos - to 2 lane closure toper. END:NFEN oP NONTRAVERSABLE MEDIAN OPERATIONS 1-I -00 Rev, arrow board for (Sheet 1 of 2) ArrNOVE^ �en�oE. �• zocs - sin s le lane work. ENC' ER OF `oti" ROMENT Rev. GENERAL NOTES. STANDARD 707601 -04 ONSTRUCTIO LEFT LANES WORKERS FLAOEER - ANEAD ttDSEO Of AHEAD - W20- 1(0)748 W21-1106L(0) -48 W21- I1I0 -48 W20- 1101 -4f - Or Or Or - - ROAD Y 1 WORK RIGHT LANES AHEAD CLOSED - ANEAD .. W21- 4(0) -48 W21- I106R(0) -48 W21- 1- 10)•48, ---- --- �-,� -- — - -- ---- --- -- - Type I or Type II borricades -- - - -� ° o o - — - — yr yy// __ JJJ]]�1I — _ — /y /7 / j)/ � — __— _—_—_ —_ 0000- UDaDU- ° j�j� f •'�i / // / $ — _— _ —_ —__ .. m m.',�ml - .I_.' L I.L I ROAD I� . CLOSED ROAD CLOSED E RIl AHEAD 0 0 W20- 7(0) -48 - L_ .Type III m barricades • _ RDAD ROAD _ - ONSTRUCTIO Or WORK ' ' ANEAD AXEAD - W20-I(0) -48 W21- 4(0) -48 All dimensions are In mlilimeters (Inches) - unless otherwlse shown, ' ® Imrola D.00rtm.nT et Tre�aertonon _ , URBAN LANE CLOSURE, MULTILANE, 1W OR 2W WITH ArRRD.ED r I• +Dm (Sh 2 of 2) �o NONTRAVERSABLE ME ENGINEER O< ORERATIONS AARDVER hwery I. ]DDS _ -• ' . - ENGINErw /DoNN HT STANDARD 701601 -04 1 J l a a. ------ Cam -- -- --- -- 0 0 Type I or Type 0------- Roeo -- -- -- a o 0 0 0° barricades MEAD I m� : �m Or .. RGKG W21 4(0)-48 I GxsTRUaro 4 4, AHEAD FLOGGER W20 1401 -49 W21- 1a(01-48.. Or Or WZO-5101 W20- 1101 -48 ... -. WORKERS . .. W21= 1110-48 GENERAL NOTES This Standard Is used where at anytime. day or night, any vehicle, equipment, workers or their activities encroach on the pavement requiring the closure -. - of one or more traffic lanes In on - urban area. SYMBOLS Calculate L as follows: SIGN SPACING ' I � �� � � ," . m'Refer to SIGN SPACING , TABLE for distances. SPEED LIMIT FORMULAS (Posted Speed Sign Spaclnq - t. Arrow board Required for speeds > 40 MPH 55 164 m (500'> - R - 50 - 45 115 m (350'1 'O Cone, drum or barricade, 70 km /h (40 mph) Metric (Engll5h) or less: _ WS 2 . _ WS 2 Use flogger sign only when flogger is L - L - <45 „ 60 m (2001 p Sign on portable or permanent support present. 150 60 ® Work area ® For approved siderood closures. o0 greate mph! L = 0.65!14)(51 L = IW)(SI .m Cones at 8 m (25'1 centers for 75 m. Barricade or drum with :flashing light' (2501. Additional cones may be placed W = Width of offset '• at 15 m (501 centers. When drums or In meters (feet). Type III barricade with flashing lights Type I or Type II barricades are used, the interval. between devices may S e Normal posted speed • Flogger with traffic control sign. be doubled. km /h (mph). All dimensions are In millimeters (Inches) unless otherwise shown. DATE REVISIONS URBAN LANE CLOSURE, ® leln°I. oe°Grtm.nr or trme°°rrG _ ' I 1 -1-05. Added tangent distance MULTILANE, 2W WITH ,vRa°vEO /� ��x,ery I• x°s „ ' ' I to 2 lane closure taper, MOUNTABLE MEDIAN ENGINEER Oi G�E0..TIGN �O I 1 -1 -00 Rev. GENERAL NOTES and - (Sheet I of 2) 0 � 9 � � � y � I � r � I• i006 - _ I 2 RT. LANES CLOSED AHEAD STANDARD 701606 -04 INGINEEP�OES AH ` ..NHG., - I sign number. W21-4(0) -48 ,. W21- la(O1 -48 • ROAD WORK + W6- 3(0) -48 ANEAD Or Or LErt LAxE W20-IIO) -48 ROAD WORKERS CLOitp ROAD WORK AxEAp ONS7PUOT10 AHEAD W21- 4(0) -48 ® W21- 1110 -48 AHEAD ROAD � � W20-5(0) -48 ONSTRUCTIO AHEAD Type I or Type II L W20- 110Y48 { barricades 0 1 0 0 0' 0 0 0 0 0 0 0 0 " 0 = 0 0 0 0 0 0 0 0 0 0 0 0 00000 . I G� ------------------ - - - - =— -- - - - ----- - - - -� o o a� - s -- a -d-c = - � f °— — ° ------- �---------------- -��--- 00 f T m L L ype I or Type 11 barricades I� m" (1) L ® ROAD J TYPe III barricades ® Rll -2 I I I CLOSED .. . z .. . E ' nNNr Lurts W6- 3(0) -48 c °o ROAD IMED - K = CLOSED - ' W21- I106(0) -48� W21- laf0) -48 - - AHEAD W20- ' 3(0)-4a Or. wpaKERS D ROA 110 -48 - - _ — ROAD iNEAO .. . - W21-4(0) FLAGGER - All dimensions are In millimeters (inches) - unless otherwise shown. Ipl p1 , D e partment of TranaparfatlpR - . URBAN LANE CLOSURE, ®' MULTILANE, 2W WITH urapvEO .lamlp�•N L zoos •• - - MOUNTABLE MEDIAN ENGINEER OF OPFAAf10 - (Sheet 2 of 2) MPROVE /^'IR Y :D05 - _ - •, _ STANDARD 701606 -04 - f.DINE[R OF DESIGx Y x / xp ExvlROxuENI -" Or < FUGGER ROAD < oN,TRUCTp NORRERS Or FEACCER n \ "/� W21- 1110(0) -48 W20- 1101 -48 W20- 1101 -48 ROAD O ' O J 1 Or Or oNS��oTn SHOULD( =R � ..ill > -48 w21- 1110(0) - W20- 1101 -48 14• /� OPERATIONS ROAR 0) -4B Or woRN # . - ANEW Or Type 11 barricade m W2l m W21-4(0 -48 AHEAD 140 _ W21-4(0) -48 W20- 1103(6)-48 8 ; . o f / / / / /// ��QE 0 -I C=:, b I a ��z LEFT TURN LANE OR CENTER ` CORNER ISLAND MEDIAN OPERATIONS v� _ OPERATIONS J 0 �� (D Refer to sPactNG rABLE . \ ° GENERAL NOTES O for distance. a - -h - -' This Standard Is used where at anytime, SIGN SPACING a FEAORER day or ,night, any vehicle, equipment, Required for speed) 40 mph. " Posted Speed Sign Spacing � workers or their activities encroach on 55 164 m 15001 ( 3) Cones at 8 m (251 centers for 75 ED e Or the pavement during shoulder operations 50 115 m (350'1, (250'1. Additional cones may be placed W20- 1101 -48 or where construction requires lane I <45 60 m 1200') at 15 m (50'1 centers. When drums or �. xDRRERS Or closures In on urban ores. - Type 1 or Type 11 barricades 'are 'used, the Interval between devices may J Calculate L as follows: - be doubled. - V W21-111010) -48 W21- 10(0) -48 ®Use'fla a SPEED, LIMIT FORMULAS gger sign only when flogger Is present. -— MG"T �•"n 70 km /h (40 mph) Metric (English) uc:o or less: _ = WS 2 L WS 2 m Omit this sign when medlon Is less than W20-Sf0)-4B 150 60 3 m (10'1 or for bi- directional turn lones. e 80 kh /h (45 mph) or greater: L = 0.65(W)(S) L = (w)(S) _ ROAD ROAR DxsTRUOTIO O WORE W = Width of offset SYMBOL'S MEAD AHEAD In meters (feet). S = Normal potted speed ® Work area -w20- 1(0)-48 for W21- 4(0) - for - km /h (mph). contract maintenance O Cone, drum or barricade construction and utility projects projects All dimensions are In millimeters (Inches) unless otherwise shown. 'Sign on portable or ,perm fi' anent suppor - EE*, Arrow board I DATE REVISIONS ® mInDIR D.v.� +m.m of Tr.,.,,..+ml.,, I 1 -1 -05 Deleted FLAGGER SYMBOL URBAN LANE CLOSURE, APPROVED Jrnumv 1. —1 — Borrlcade,'or drum with floahing light I signs and repositioned MULTILANE INTERSECTION - �G�(o e • I flagger. ENGINEER DG oRERAT1DNS • Flogger with traffic control sign, I 1 -1 -00 Revised GENERAL NOTES. APRRDVEp Ja„uerY 1. MD! S —Z--J STANDARD 701701 -04 ENGINEER OF DESIGN AND iNVIROWENT . .. 200 -300 ' y 7� 5 min. �y f / 100 450 min. C 100 Nl om 0 - E ]�? ° o m 2 V .. E c °o m 15 100-0 (4 -6) N " 10 0 of c N - -` - O1 , 100 -150 (4 -6) F Orange Orange CONE REFLECTORIZED .CONE FLEXIBLE 'DELINEATOR. YERTICAL PANEL DRUM .. POST MOUNTED 300 (121 y .. r oot' 'a 6 1� 10 1 % 04 ' 1; 150 C 11 ,µms- M 600 min. _I - o I:I(f% I . Al o (24) o g ao 600 min. _ I I 2 m min. 600 . (24) ' - •(91. (24) .. TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE BARRICADE * Worninq ilghts of required) GENERAL NOTES All heights shown shall be measured above 5 the pavement surface. All dimensions are In millimeters (Inches) - unless otherwise shown. DATE REYISIONS -® )m„me 0,wi — of Truneoorfcnw� - 4 -1-06 Revised vert. barricade. T RA F FIC F C O N T R O L +PrncrEO tern I �` _ post mounted signs, and DEVICE signs on temp. supports. (Sheet 1 of 3) 1-1 -05 Added note to work Ilmli OPOOYEU � NM lI mnc _ signing and re -added STANDARD 702001 -06 Type I barricade. - mcs Zxo OENT " l en ov o Type A monodirectlonal - flashing light 45Ox450 (18X18) Orange flags (6' - 121 ROAD :TION END c I __ INEXT I S MILES CT]ONI L_ E - a Metal or - - Wood poste 600 - 3.0 m 020-1!01 -6036 ,. G20-2a(01 -6024 1.5 m (5'1 min. rural ' Edge of . (24 — 101 E N v- - SIGN - This signing Is required for all projects' a 1.2 m (49 rural r 2.1 m (T) min, urban pavement o or face o (IF SPECIFIED) 3200 m (2 miles) or more In length. 0 1.8 m (6'1 urban of curb m c v E ,. ROAD CONSTRUCTION NEXT X MILES sign shall w - E m - be placed 150 m (500') In advance of pro - )Oct limits. II Elevation of edge , + 1El0Vation'of edge END CONSTRUCTION sign shall be erected at II - of pavement of pavement the end of the Job unless another job Is within 3200 m (2 miles) embedment SIGNS ON TEMPORARY . SUPPORTS Dual sign displays shoe be utilized on multi - lane_ highways. POST MOUNTED SIGNS * * When work four days, this d opera ions mensio •sha she ll HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING �� .. 4E 4E When curb or paved shoulder are present be'1.5 m (51,min. this dimension shall be 600 (24) to the face of curb or 1.8 m (61 to the outside - edge of the paved shoulder. - 600 _ (24) - • 1 125 _ - 175 _ (5) (7) 1 21!�1 � 1') Federal series C q9 Federal serie\ — o _ _T�10 10 �= 513 — _ } (20 t - �- --1 - • ' - - . E _ Z? - Ali dimensions are In millimeters (Inches) - - - - unless otherwise shown. FRONT SIDE REVERSE SIDE T R A F F I C CONTROL OP.oVEU FLAGGER TRAFFIC CONTROL SIGN DEVICES EKIKER o� Ro)3" - (Sheet 2 of 3) UP.oVEO A.,. N 1. zoo. - GI F. N M-14 A110 FNVIF O.X.' - STANDARD 702001 -06 600 r-► A (24l 1 ) 2.4 mmin. - - — — — o - - — -- - — — — — — 1.5mmin. I 1811 - - - - -- - -- Z Z _____ 1.2 m min. 159 — — - ----------- Wee holes _� -- oa a c49 b b _. .. p n , E I I I . ' — — — — — — -- _ m mt 60mt 8 m 8 m I_ Construction p (25') (25'1 advance 60 60mt warning signs (200'I (200'1 . c /, � Al c c i a Eio EC E 0. .. R-� - I +v r: PLAN e m -- 1.5 m 125'I _ 45t Face may be I51 TYPE A' TYPE B TYPE C " I n3,I 1 stepped or smooth Tr affi c �— � —� —�— ROOF ROOF OR TRAILER TRAILER I '' MOUNTED MOUNTED OUNTED = U ` 'EPOxy channels J ARROW BOARDS ' I 90 m (3'/2) SECTION A -A TYPICAL INSTALLATION TEMPORARY TEwIP RUBLE STRIPS.. J -- u u U U u 300m1n. � x Ty A' 150 max. —.{I 150 max' 150 max. •. e e r flasher -�� 16) I (6) Rll-21 r CLOSED RDAD ° -,, E E T . -.-771 T Edge of • shoulder Pavement " • . (12) Type A R11-4 - ROAD CLOSED TO ALL TRAFFIC flasher Reflectorized striping may be omitted - on the back side of the barricades. ROAD 0.05ED ROAD CLOSED . If a Type III barricade With an attached THRU THRU - sign panel Which meets NCHRP 350 Is not • „�. va - available, the sign may be mounted on an •- -- -• - NCHRP 350 temporary sign support directly ” "'••'•-• All dimensions are In millimeters (inches) In front of the barricade. - I Pavement unless otherwise shown. ROAD CLOSED TO THRU TRAFFIC ® Ieoele D.eeHm.R et Tie eoerrenen both ides d' st a ba shall appear an TRAFFIC CONTROL TYPICAL APPLICATIONS OF Type III bar both sides bar the barricades. I cade Wlth on attac ' APPRRYEO +�•��� xoas a ri DEVICES «o TYPE III BARRICADES CLOSING A ROAD, . sign panel Which meets NCHRP 350 Is ENGINEER .�AMH �' not available, the signs may be mounted (Sheet 9 of j) on NCHRP 350 temporary sign supports ^ o uES txo E awrExt _ directly In front of the barricade. STANDARD 702001 -06 ENGINES Edge of 'pavement _ Edge of pavement As specified In 21 o Whit 'v L e —�'•• Yellow 2 - — 3.05 m - 9.1 5 Yellow T -� UO'1 (309 -� - I sir. 1 ° ° White P - 9.15 m. 3.OSm m� ' I C (30'I p0') • White .... K v Ov ' N O a' As spa Edge Edge of pavement - DIVIDED UNDIVIDED . 2 LANE _ - .. - MULTI LANE LANE L AND' EDGE LINES' Approximately 4.5 -m (I5') �1 1 or 2.4 m (8'I back from 2.4 m (8'l. or.., % T_l and parallel to gate, as directed by If present. the Engineer. / 600 i .. j (24) 'R 600 / 600 600 .. D E E (29l (24) 1241 �'[3' e t ` 7.6 m - I T.6 m Std. R NOTES (10 (25'1 (25'1 0 I 4 q yl As directed by The transverse spread of the "X" - 15.2 m the Engineer. may vary according to lone width. (50') ✓ ' On multi -Iona roads, the stop lines Lane ¢ - .shall extend across all approach lanes and separate RXR symbols shall be placed adjacent to each other In each lane. - - When the pavement marking symbol Is used, a portion of the symbol ' should be located directly adjacent to the Advance Warning Sign (WIO -1l' as placed by Table II-1, condition 8 of the MUTCD. PAVEMENT MARKINGS AT All dimensions are In mllllmeters (inches) RAILROAD-HIGHWAY' GRADE CROSSING unless otherwise shown. DATE REVISIONS ® I��nOI.0 .... f —I Of 7— .... I.t1- 19-99 Rev. dimen. & added 3rd TYPICAL PAVEMENT, note to DOV't marklnas MARKINGS MMOxEO rwry 1. 1!!9 ' o RR -Hwy grade Xlna. ENGINEEx OF OPDIiTI0x5 1 - 97 Renum. Standard 2396 - 1. (Sheet 1 of 2l .PPnovEO JNY Revised metric values. STANDARD 780001 -01 FR FNGIW of ossx:x AND exvinauaExT ■ ■■■■■■■■■■■■■■■■■■■ 1111 ■■■■■■■■■■■■ ■■■■■■■■ eei . ... ... . . :;� ■ ■i ■■■■■■■■■ ■n■■■ UN.V eeee •• eee e e :eeeeeSeee� 9B Geeeee eee99 Ee eee99ee ?? 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IeeeEe :::......... .• • .. ..::eee'r :eeE N tee IN eie iee eei I eei E IN i see : e e e'siieieiieiiiiiiie e e UN '. is A eei - 9 ee9 a ee — ee'I Ie D CEee °.eEEeeEE! r °EeEeE. ......: 11......11 'r'3 'e eeeeeee e eeeee're e ° eeeee�:e:......: eeeeeeeEel eeeee =::�e� e''�B.. eeeeeee° ?11:::11::::: E. ee: e M HUNN" e eeeUNN ee �� iee a iee NI ; .; j:: i ee M 97 IN ................................................................ ............................... Illinois Departmer t of Transportation Proposal 1 Route Countrvside Parkwav County Kendall RETURN WITH BID ! Local Agency Yorkville Section 01- 00027 -00 -FP 1. Proposal of for the improvement of the above section by the construction of Bituminous pavement removal and replacement, base repair, combination concrete curb and gutter removal and replacment, sewer construction, sidewalk construction, thermoplastic pavement marking, and landscaping. a total distance of 951.00 feet, of which a distance of 951.00 feet,( 0.180 miles) are to be improved. 2. The plans for the proposed work are those prepared by The United City of Yorkville and approved by the Department of Transportation on 3. The specifications referred to herein are those prepared by the Department of Transportation and designated as "Standard Specifications for Road and Bridge Construction" and the "Supplemental Specifications and Recurring Special Provisions" thereto, adopted and in effect on the date of invitation for bids. 4. The undersigned agrees to accept as part of the contract, the applicable Special Provisions indicated on the "Check Sheet for Recurring Special Provisions" contained in this proposal. F . The undersigned agrees to complete the work within 24 working days or by 07/31/2006 unless additional time is granted in accordance with the specifications. 6. A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and Conditions for contract Proposals, will be required. Bid Bonds ® will ❑ will not be allowed as proposal guaranties. Accompanying this proposal is either a bid bond if allowed, on Department form BLR 12230 or a proposal guaranty check, complying with the specifications, made payable to: City Treasurer of Yorkville the amount of the check is 7. In the event that one proposal guaranty check is intended to cover two or more proposals, the amount must be equal to the sum of the proposal guaranties, which would be required for each individual proposal. If the proposal guaranty check is placed in another proposal, "it will be found in the proposal for: Section Number 8. If this proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed that the Bid Bond or check shall be forfeited to the Awarding Authority. 9. Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between the product of the unit price multiplied by the quantity, the unit price shall govern. If a unit price is omitted, the total price will be divided by the quantity in order to establish a unit price. 10. A bid will be declared unacceptable if neither a unit price nor a total price is shown. 11. The undersigned firm certifies that it has not been convicted of bribery or attempting to bribe an officer or employee of the State of Illinois, nor has the firm made an admission of guilt of such conduct which is a matter of record, nor has an official, agent, or employee of the firm committed bribery or attempted bribery on behalf of the firm and pursuant to the direction or authorization of a responsible official of the firm. The undersigned firm further certifies that it is not barred from contracting with any unit of State or local government as a result of a violation of State laws prohibiting bid - rigging or bid - rotating. . The undersigned submits herewith the schedule of prices on BLR 12222 covering the work to be performed under this contract. Page 1 of 1 BLR 12221 (Rev. 7/05) Printed on 2/27/2006 3:40:44 PM Illinois Department of Transportation Schedule of Prices Route Countryside Parkway County Kendall Local Agency Yorkville Section 01- 00027 -00 -FP RETURN WITH BID (For complete information covering these items, see plans and specifications) I Items Unit Quantity Unit Total No. Price 01 Pavement Removal, 6" SQ YD 7566 02 Gutter Overlay Removal FT 1468 03 Aqqreqate Base Repair TON 230 04 Geotech Fabric for Ground Stablization SQ YD 380 05 Combination Curb and Gutter Removal FT 251 06 Comb. Concrete Curb and Gutter T136.12 FT 251 07 Butt Joint FT 456 08 Preparation of Base SQ YD 7566 09 Bit. Conc. Binder Cse., Superpave, IL 19.0 N50 TON 1740 10 Bit. Conc. Surface Cse., Superpave Mix. CN50 TON 870 11 Joint or Crack Fillinq FT 3660 Aggregate Surface Course, TV B, 6" SQ YD 124 Manholes to be Adjusted EA 5 14 Valve Vaults to be Adjusted EA 1 15 Catch Basins to be Adjusted EA 3 16 Storm Sewers, TV 2, RCP, CL3, 12" FT 57 17 Catch Basin, TV A, T11 F &G EA 1 18 Connect to Existinq Structure EA 1 19 Trench Backfill CU YD 41 20 Bit. Drive Repair SQ YD 95 21 PCC Drive Repair SQ YD 29 22 Sidewalk Removal SQ FT 246 23 PC Conc. Sidewalk, 5" SQ FT 827 24 Detectable Warnings SQ FT 100 25 THPL PVT MK Line 12 FT 75 26 THPL PVT MK Line 6 FT 1092 127 THPL PVT MK LTR & Svm SQ FT 17.6 128 Relocate Sign Panel AssemblV, TV A EA 2 29 Furnishing and Placinq Topsoil, 6" SQ YD 246 30 Seedinq, Class 1A SQ YD 246 31 Erosion Control Blanket SQ YD 246 32 Temporary Pavement Markinq, Line 4" FT 970 33 Traffic Control and Protection L SUM 1 Carried forward from Page Pape Total (To be carried forward to Page 1 Page of BLR 12222 (Rev. 7/05) i 0 Illinois Department of Transportation Schedule of Prices Route Countryside Parkway County Kendall Local Agency Yorkville Section 01- 00027 -00 -FP RETURN WITH BID (For complete information covering these items, see plans and specifications) Item. Unit Quantity Unit Total Items Y No. Price I Carried forward from page Bidder's Proposal for making Entire Improvements. I 13. The undersigned further agrees that If awarded the contract for the sections contained in the following combinations, he will perform the work in accordance with the requirements of each individual proposal for the multiple bid specified in the schedule below. Schedule of Multiple Bids Combina- Sections Included in Combination Total tion Letter Page of BLR 12222 (Rev. 4/05) I Illinois Department of Transportation Signatures Route Countryside Parkway County Kendall Local Aqency Yorkville RETURN WITH BID Section 01- 00027 - 002 -FP (If an individual) Signature of Bidder Business Address (If a partnership) Firm Name Signed By Business Address i Insert Names and Addresses of All Partners (If a corporation) Corporate Name Signed By President Business Address President Insert Names of Secretary Officers Treasurer test: Secretary Page 1 of 1 BLR 12223 (Rev. 7/05) Printed on 2/27/2006 4:15:29 PM i i RE � E I �� �,� , �QR `� � 7�p� �;: �: � I IDOT HIGHWAY PLA STANDARD NS FOR KENDALL COUNTY LITTLE BRIST ❑L ❑SWEGO 424001 -04 CURB RAMPS FOR SIDEWALKS ROCK 602001 CATCH BASIN, TYPE A 606001 -02 COMB. CONCRETE CURB & GUTTER COUNTRYSIDE PARKWAY ' 701601 -04 URBAN LANE CLOSURE Fox KENDALL NA -AU -SAY MULTILANE 1W OR 2W WITH URBAN LANE LE MEDIAN ROADWAY IMPROVEMENTS 701606 -04 URBAN LANE CLOSURE MULTILANE 2W WITH BIG LISB ❑N SEWARD MOUNTABLE MEDIAN - PKWY. G ROVE 701701 -04 URBAN LANE CLOSURE ( KENDALL D CENTER MULTILANE INTERSECTION SECTION INDICATED THUS 702001 -06 TRAFFIC CONTROL DEVICES 780001 -01 TYPICAL PAVEMENT MARKINGS INDEX CITY OF YORKVILLE SHEET N0. DESCRIPTION 1 COVER SHEET KENDALL COUNTY ILLINOIS � � j 2 SUMMARY OF QUANTITIES, TYPICAL SECTIONS & DESIGN DATA APPROVED:_ �'- �_ - - -- 3 -4 RECONSTRUCTION PLAN DATE 5 STRIPING & SIGNAGE PLAN 6 -7 TRAFFIC CONTROL PLAN 8 DETAILS ��T` -;L �j ���,� r v % MAYOR Location of Improvement �- -�� = jLL� >�� �; '� 47 - 7 7 - ,-, - APPROVED: ;�� -�� ; �,, y;� � ,��= Y ' __ ► DATE - - - -- FOR UNDERGROUND UTILITY - ' I ^^ \ k J S 19+�51� LOCATIONS CALL: DISTRICT ENGINEER F J. U. L. 1 . E. LOCAL ROADS & STREETS TOLL FREE � TEL. 800 - 892 -0123, - -- c" -dam -- ___ - -�--- - APPROVED: ° FUNCTIONAL CLASSIFICATION 34 I - - --F i --- ; T� COLLECTOR ROADWAY - -rte s / i i - - - -- ``- 2005 ADT= 1836 -; - - - -- _� U DEPUTY DIRECTOR L tj 7 4 I I REGION 2 ENGINEER 2025 ADT= 2240 F -�r�i - 'r I �f'r - I �__ DESIGN SPEED = 30 MPH �`- - --- GROSS & NET LENGTH OF IMPROVEMENT = 951 LF (0.1801 MI) �� E �Y THAT THESE PLANS WERE CITY 0 F YO R KVI LLE PREPARED U Y DIRECT SUPERVISION. ° 062 - 041290 '; O 800 GAME FARM ROAD MOTOR FUEL TAX IMPROVEMENT P ROFESSIONAL . - REGISTERED ° YO R KVI LLE, IL. 60560 °J �• v t�'wR OT L. I ELSE N0. � 2- 041290 i ° ° `b�• g EXP. ATE: 11 /3(T/07 SECTION 01 WINO, I Bit. Conc. (varies 3.5 " -6 ") EXISTING TYPICAL SECTION CC &G A . Base Cse. varies 7 -10 COUNTRYSIDE PARKWAY 0 99 " " ( ) B6.12 REVERSE PITCH CC &G { +- 3/16 PER FT. SLOPE ZZ THIN BIT. THIN BIT. OVERLAY OVERLAY — 1.5 FT i 30,0 FT = 23,0 FT 150,0 FT - i PROP. 2" BIT. CONC. SURFACE CSE. SEAL JOINT AT E❑P(TYP)— PROPOSED TYPICAL SECTION COUNTRYSIDE PARKWAY PROP. 4" BIT. CONC. BINDER CSE. PAVEMENT REMOVAL 6" PROP. BIT. MATLS. ° (PRIME COAT) EXISTING STONE BASE 7 —10 T . ., ..r .� . R , 3/16" PER FT. SLOPE BIT. OVERLAY -- 1, 5 F T 30.0 FT - = 23.0 FT = 150.0 FT i SUMMARY OF QUANTITIES ITEM UNIT MFT NON -MFT QUANTITY ITEM UNIT MFT NON -MFT QUANTITY ITEM UNIT MFT NON -MFT QUANTITY * 1 PAVEMENT REMOVAL, 6" SQ YD 7566 0 7566 13) MANHOLES TO BE ADJUSTED EA 5 0 5 25)THPL PVT MK LINE 12 FT 75 0 75 STRUCTURAL DESIGN DATA -2015 * 2 GUTTER OVERLAY REM FT 1468 0 1468 14)VALVE VAULTS TO BE ADJUSTED EA 1 0 1 26 THPL PVT MK LINE 6 FT 1092 0 1092 DESIGN PERIOD = 20 YEARS * 3 AGGREGATE BASE REPAIR TON 230 0 230 „ 15 CATCH BASINS TO BE ADJUSTED EA 3 0 3 27� THPL PVT MK LTR & SYM SQ FT 17.6 0 17.6 STRUCTURAL DESIGN TRAFFIC * 4 GEOTECHNICAL FABRIC FOR SQ YD 380 0 380 16� STORM SEWERS, TY 2, RCP, FT 57 0 57 28) RELOCATE SIGN PANEL ASSEMBLY EA 2 0 2 GROUND STABILIZATION CL3, 12" TY A PV =1967 SU =41 MU =20 5 COMB. CURB & GUTTER REM. FT 251 0 251 17 CATCH BASIN, TY A, T11 F &G EA 1 0 1 29) FURNISHING AND PLACING SQ YD 246 0 246 ROAD CLASSIFICATION: CLASS 1 6 COMB. CURB & GUTTER TB6.12 FT 251 0 251 * 18 CONNECT TO EXIST. STRUCTURE EA 1 0 1 TOPSOIL, 6" LOAD LIMIT 80,000 LBS. * 7 BUTT JOINT FT 456 0 456 19 TRENCH BACKFILL CU YD 41 0 41 * 30) SEEDING, CLASS 1A SQ YD 246 0 246 TRAFFIC FACTOR = 0 .138 * 8. PREPARATION OF BASE SQ YD 7566 0 7566 * 20) BIT. DRIVE REPAIR SQ YD 95 0 95 31) EROSION CONTROL BLANKET SQ YD 246 0 246 DESIGN BIT. THICKNESS = 6.0 INCHES 9) BIT.CONC. BINDER CSE, TON 1740 0 1740 * 21) PCC DRIVE REPAIR SQ YD 29 0 29 32) TEMP. PVT MARKING, LINE 4" FT 970 0 970 BIT. SURFACE = 2.0 INCHES SUPERPAVE, IL 19.0 N50 22) SIDEWALK REMOVAL SQ FT 246 0 246 * 33) TRAFFIC CONTROL & PROTECTION LS 1 0 1 10) BIT. BINDER = 4 .0 INCHES BIT.CONC. SURFACE CSE, TON 870 0 870 SUPERPAVE MIXTURE C N 50 23 � PC CONC SIDEWALK, 5" SQ FT 827 0 827 * 1 * 11) JOINT OR G�RACK FILLING FT 3660 0 3660 24 DETECTABLE WARNINGS SQ FT 100 0 100 12 AGG. SURFACE CSE, TY B, 6" SQ YD 124 0 124 * DENOTES SPECIAL PROVISION FOR PAY ITEM FIELD BOOK DATA @Y• D • UNITED CITY OF YORKVILLE TITLE: PFSSSI®DN oATF RY DESCRIPTION DESCR IPTION DALE' 800 GAME FARM ROAD SECTION NO. 01- 00027 -00 —FP 3/5 0 JW I PER IDOT COMMENTS 2/27/0 JW I PER IDOT COMMENTS BOOK N0: - A YORKVILLE, ILLINOIS 60560 COUNTRYSIDE PARKWAY (E. KENDALL DR. TO CENTER PKWY) 2/15/0 JW REVISE QUANTITIES I BOOK NAME: (630)553 -4350 FAX (630)553 -7575 TYPICAL SECTIONS, DESIGN DATA, AND QUANTITIES ISHEEr Z—OF JL BMJ1 638.58 i f UU -;0 105 10 3 Remove and Replace Public Sidewalk 0 . Remove and replace j Bit. Bit. Bit. Driv way (tYP ) I S LO YV► Z s � � utt joint " BM L tYP•) 639.80 I Adjust CB Adjust Monhole(typ) + c+n o `r Exist Storm MH 0 Remove and replace Comb. Rim 638.46 At' � p PCC curb and gutter (typ.) Inv( EW) 629.07 Exist San MH Prop Inv SW 630.65 Rim 638.40 ( ) Inv 626.81 Adjust Catch Basin _ y S _..__re_._ - s� rv� l 57 ft. 12" RCP+ , Storm Sewer Sewer ® 1.5X J :� Gutter Oved New PCC Sidewalk TB =41 CY W N Removal (typ3 Construction (typ) + + �c Exist. 8" VC on. Sewer C NbS Nb'S„ 01 �I - --' "" COUNTRYSIDE PKWY. Bit. Exist San MH — — CB, Ty A, T11 F&G Rim 638.04 Rim 637.56 Begin construction I Inv 626.16 Inv 631.50 Sta. 10 +00 r t 6 / - I FIELD BOOK DATA UNITED CITY OF YORKVILLE TITLE: E N BY D ESCRIPTIO N DIN BY DESCRIPTIO QATF BY D ESCRIPTIO N Y' OATF' 800 GAME FARM ROAD SECTION 01 - 00027 - — 2/14/06 JW I Delete sanitary repairs i BOOK NO: YORKVIUE, ILLINOIS 60560 COUNTRYSIDE PARKWAY ROADWAY IMPROVEMENTS BOOK NAME: APPROVED DATE• (630)553 -4350 FAX (630)553 -7575 RECONSTRUCTION PLAN SHEET 3 OF Q i i i o Bit. Driveway Rem & Repl(typ a O I nV F N } PCC Sidewalk Rem & Repl(typ) PCC Drive Rem & Repl Cli Bit. PCC t3 Mg3 �1►1 „Z 640.36 a j _ i� 1+ Adjust CB t I y N ap p Y. Exist St MH,� Rim 631,.4 :JC Inv(EW) 6207 / C” . 1 Prop. Inv( ) 630.65 711 .................. .... - - - - - - a Adjust Valve Vaul (ty D 57 ft. 12' RCP J '1 1 Storm 1 CY er ®1.5X fi`°� + + :� 1 + x T N ( _ ' --NVS a COUNTRYSIDE PKWY. Bit. C8, Ty A Rim 637.56 Inv 631.50 SHOPPING CENTER o ENTRANCE 10 6 FIELD BOOK DATA: DAY! P • UNITED CITY OF YORKVILLE TITLE: Y QESl:81PIlPN Y DESCRIPTION I Q� BY n=RUMN ED BY: DATE 800 CAME FARM ROAD SECTION 01- 00027 -00 —FP 2 27 06 JW PER IDOT REVIEW BOOK N0: YORKVIW , IWNOIS 60560 COUNTRYSIDE PARKWAY ROADWAY IMPROVEMENTS BOOK NAME: B ' (630)553 -4350 FAX (630)553 -7575 RECONSTRUCTION PLAN SHEET �OF JL i i Bit. Bit. I — Singlf White 6" Thermoplastic Line Si le White E " Thermoplastic Line 2' -5' Skip Dash, Sta. 12 +19 - 12 +63 St . 11+20 - 12+14 i _ — — — Single White 6" Thermoplastic Crosswalk Relocate Existing Stop Sign — 6 C -C (typ) Assembly to Align with - - - - - tE Stop Bar J Single White 12" Thermoplastic, 39 Ft. - - -._ - - -- - - - - o 24 M _ w Relocate Existing Stop Sign Assembly to Align with Sigle white 6" Thermoplastic Line Stop Bar JJ 30 Skip Dash, Sta. 11 +40 - 18 +42 COUNTRYSIDE PKWY. R;+ I I _ — — — Single White 6" Thermoplastic Crosswalk 6 C -C (typ) Single White 6" Thermoplastic Line 24' _ Sta. 17 +52 - 18 +42 - m w — Single White 12" Thermoplastic, 36 Ft. Single White 6" Thermoplastic Line White Thermoplastic Arrow 2' -5' Skip Dash, Sta. 17 +03 - 17 +52 (typ) t I COUNTRYSIDE PKWY. SHOPPING CENTER ENTRANCE DAIS 9Y n ESCRI w N BATE BY o ESCRIPTIDN DBE BY DESCRIPTIO FIELD 80oK DATA UNITED CITY OF YORKVILLE TITLE: cHrcKrn By. 800 CAME FARM ROAD SECTION 01- 00027 -00 —FP IDATEei/10 02 2/27/06 JW I PER IDOT COMMENTS BOOK N0: YORKVILLE, ILLINOIS 60560 COUNTRYSIDE PARKWAY ROADWAY IMPROVEMENTS IIJOR NO. BOOK NAME: O 9 (630)553 -4350 FAX (630)553 -7575 STRIPING & SIGNAGE PLAN ISHEET b--OF JL LEGEND WORK ZONE CLOSE LEFT TURN BAY AND TURN BAY BARRICADE W /FLASHERS.NTWOEPERRLOCATONE III I — � — (D "ROAD HWY. STD. 702001 6 ® "ROAD CLOSED TO THRU TRAFFIC" ON TYPE III BARRICADE W /FLASHERS. TWO PER LOCATION, STAGGERED, PER HWY. STD. 702001 t� - DETOUR 4 6 ® 48' W2 0 - 2 8' 30 x 30" t a s 500 FT < > � 1 6� Wl —4L 10 'x 30 3 'x30" ® DETOUR L 30' x 24" TEMPORARY PAVEMENT M KING, LINE 4" ` 10' -30' SKIP DASH R3 -1 3 DETOUR M4-9R 11 Ft 24' x 24' 30" x 24 " ` R3 -2 24" x 24" CLOSE LEFT TU BAY ` 1 �6 © W6 -3 � 30' x 30' ® ® LEFT LAJ �— ® ENDS 3x136' 1 � < > Wt -3R ' Elf (z) 30' x 30' END M4 -8A ® DETOUR 24' x 18' W1 -3L 30' x 30' US RO UT 34 NOTE: TRAFFIC CONTROL SHALL CONFORM WITH MUTCD, PART VI, I DATED DECEMBER 2000, IDOT'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 1/1/02, AND IDOT HIGHWAY STANDARD NOS. 701501 AND 702001. FIELD BOOK DATA: PLOTTED RY: D ATF , UNITED CITY OF YORKVILLE TITLE: Y DES�QN DAJF BY DESCR�QN DATF BY DESCRIPTIO CHECKED BY: DA TF: BOD GAME FARM ROAD SECTION 01 - 00027 - - BOOK NO: DR {{ A EE WN R�AA �I pp TT YORKVILLE, ILLINOIS 60560 COUNTRYSIDE PARKWAY ROADWAY IMPROVEMENTS BOOK NAME: AI�FR�VED 0A1 (630)553 -4350 FAX (630)553 -7575 TRAFFIC CONTROL PLAN - STAGE 1 SHEET 6 OF B I i OUwftC LEGEND WORK ZONE ' O CLOSE N ENTER" BARRICADE W FLASH RS. TWO PER LOCATION E III LOCAT ON O PER HWY. STD. 702001 ROAD CLOSED TO THRU TRAFFIC ON TYPE III 2 « 6 �� BARRICADE W /FLASHERS. TWO PER LOCATION, STAGGERED, PER HWY. STD. 702001 I — DETOUR A 4 ® W20 -2 O W1 -4R ' 48" x 48" 30" x 30" � �. �• 500 FT 1 6 1 1 i 5 - 1 O Wi -41 30" x 30" DETOUR M4 -9L TEMPORARY PAVEMENT MARKING, LINE 4' 30' x 24' 10' -30' SKI DASH \ 11 R3 -1 DETOUR M4 -9R 24" x 24" 30" x 24' It 9 i e 113 -2 24" x 24" i © W6 -3 30" x 30" I I 1 4 LEFT LANE W9 -1L f ® ENDS 36" x 36' CLOSE LEI LANE AND RN BAY =D (D < > WI � 30 x 1 J ® END 24" x 18' DETOUR I _ W1 -3L 3 ® 30" x 30" US ROUT 34 NOTE: TRAFFIC CONTROL SHALL CONFORM WITH MUTCD, PART VI, DATED DECEMBER 2000, IDOT S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 1/1/02, AND IDOT HIGHWAY STANDARD NOS. 701501 AND 702001. __ W AIf BY !IESS.sIMN DATE BY D ESCRIPTION DATE BY DESCRIPTIO FIELD BOOK DATA: TE UNITED CITY R YORhYILLE TITLE: SECTION 01- 00027 -00 —FP ' SDD GAME FARM ROAD BOOK N0: KEPY iw YORKVILLE, ILLINOIS 60560 COUNTRYSIDE PARKWAY ROADWAY IMPROVEMENTS BOOK NAME: ARP d4 (630)553 -4350 FAX (630)553 -7575 TRAFFIC CONTROL PLAN — STAGE 2 SHEEP LOF 8 SEE PLANS AND TABLE 1 SPECIFICATIONS FOR WIDTH OF PERMANENT ~O SURFACE RESTORATION PAVEMENT REMOVAL li.. N ~ Z Z AND REPLACEMENT C) W W W p SELEC GR AR WHERE FOR PAYMENT PUR POSES TERIMINOLOOY, DIMENSIONS O = LLI U I - O J J -J J � I�`RMIRED GR MATERIAL ME) TYPE OF SS ECT of U Z LU z w m � 0 m z � m ~z J w >- w o � SAW -CUT EXISTING DRIVE SAW -CUT EXISTING DRIVE MATIMQ., WHEN REWIRED W Z_ W W W \- W F- - W Y ~ - W U_ = Q > Z >: z a (3 w Q L) � w a m� L a a a o a Q z 3.5" BIT. SURFACE CSC. 8" PCC LL_ Q — In F_ Z) = o W } w �� w ~ o a w ~z o W EXISTING AGG. BASE EXISTING AGG. BASE EOSTNO SURFACE ?' �' - W = ~O p ? W X Q U W Q U W Q O p � W W - _ LOCA oo w o = o = = o E =o z_w m Qw { u OR WFFH `W OF o Z 0 3 m �' w 3 w z NO 3 w w r LL. EXIST P CURB EXIST PROP. CURB w w '• . PRO. ' PAVED AREAS. FINAL U / . / W d o' { { BACICFlLL s 1 P V E D A CURBS, CURERS - OF W L _-J-VARIES ri R 1 SHOULDERS AW SIDEWALI6 o I 1/2' EXPANSION BOARD 4 17 14 1 4.381 0.05 Q 1 4 4f; In ns 1 1; BIT DRIVE DETAIL PCC DRIVE DETAIL ALL NON TIOID CDNOUOS AND -RIGID Cd1DUT5 UNDER J - OR WITHIN 2' OF COSTING 1 INITIAL tl j OR PAVED AREAS MI IN. ^ B.ACKFILL 2 1 0. 3 2 I t /co.D. 24 I n 1A 0.78 - j ALL M SEWERS RIGID WATER MAINS AND I I i / 2-O .D. INNJNCHNN FORCEIW Superpave Superpave FOItCENS WITHIN z' OF INC 7 R OF FUTURE PAVED AREAS I I e BEDDING Binder Surface WHERE SOIL CONDITIONS 0.23 WARRANT.- — I Fl>uNDATIOH I AF 0.24 PG Grade PG58 -22 PG58 -22 42 I 26 1.01 S I B FOR T MY 15% 15% BIB � BODT MN .r,4 Max % RAP fin 0. Allowable ** 3' + D.D. 68 A 49 n Q 87 0.35 Design Air MR pA PAYM 3.0% ® N50 3.0% ® N50 PURPOSES Voids Q•41 1 1.4s Mixture IL 19.0 IL 12.5 or IL 9. 1 - 23 1 0.44 1 1.53 Composition GRANULAR BCKFl AMFIF LL OTH IN PAY MEN T I sT Friction THE PIPFPE wrs NCID D IN T T D I 1 32 1 0.48 1 1 .66 A99 regate Mixture C Mixture C THE Po MNDIGTES ELIGIBLE FOR PAYMENT AS SELECT FOUNDATION MATERIAL 1 0.50 1 1 .72 ' M^M ��^ mNDUns ARE DEFI� L� AS FaIXE STANDARD SPECIFICATION 120 1.1 s 1 * If RAP option is selected the asphalt cement grade j L THERMOPLASTIC PIPE AND /OR CORRUGATED 1 METAL APE may need to be adjusted. This will be determined TOP OF HOWEVER i NOTE FRENCH BOX SWILL NOT L NEND BE DT E BE" FOR WATER AND SEWER STANDARD DRAWING by the Engineer. I PIPE, R SHALL N cEm j 2 FEET FROM THE BO17DM OF THE TRENCH IN IWNOIS N O I v i I I i i i i t I i FIELD BOOK DATA: Y! MIF! UNITED CITY OF YORKVILLE TITLE: SECTION 01- 00027 -00 —FP J?AIF BY p ESCRIPTIO N mu BY Q�gIPTI N D� BY D ESCRIPTIO N 800 GAME FARM ROAD COUNTRYSIDE PARKWAY ROADWAY IMPROVEMENTS 2/1406 JW IDelete sanitary service detail BOOK N0: YORKVILLE, ILLINOIS 60560 BOOK NAME: Apk�y �Y �.° (630)553 -4350 FAX (630)553 -7575 DETAILS SHEET .LOF JL - - - �� i I I I i I I R,���� p M�.4 � a .� : ?�r�s �. , ,,. - ,�