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Resolution 2005-19 Resolution for Maintenance of OV Illinois Department Streets and Highways by Municipality of Transportation Under the Illinois Highway Code BE IT RESOLVED, by the Mayor and City Council of the (Council or President and Board of Trustees) United City of Yorkville, , Illinois, that there is hereby (City, Town or Village) (Name) appropriated the sum of $71,390.00 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from 05/01/05 to 04/30/06 BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above. BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above, submit to the Department of Transportation, on forms furnished by said Department, a certified statement showing expenditures from and balances remaining in the account(s) for this period; and BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this resolution to the district office of the Department of Transportation, at Ottawa , Illinois. I. Cfl- I in and for the (� =��(k V (City, Town or Village) of c L�� County of--( i hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Mayor and City Council at a meeting oni/1 (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this (�*(.. day of IT ILL L h oc. (SEAL) Clerk (City, Town or Visage) APPROVED Date Department of Transportation J�Qyid/! Engineer BLR 4123 (Rev. 04/03) T�1� �► dSdL�7'E ./J�J E /c�E.�L��E17 ?ff�i! + U/n1J�1T�D �2,�►f� /C c c7h/ �/�oL Srwh IdAeI2 7ptSc�i -3. A01 117 - /Ij C DT IlYGGI o ev /AY !Li1vf11 a[rr 6�lL►,�G�17?�' �v�1f/�C.F' �v UrZ.f�" AV Y//E /�k� ©ly in�7-,�1LzIE> 19r WW40- 4 j d l/ . Illinois Department of Transportation Division of Highways / District 3 700 East Norris Drive / Ottawa, Illinois / 61350 -0697 Telephone 815/434 -6131 April 19, 2005 Ms. Jacquelyn Milschewski City Clerk 800 Game Farm Road Yorkville, IL 60560 CITY -MFT Yorkville Section 05- 00000 -00 -GM Dear Ms. Milschewski: I The resolution adopted by the City Council of United City of Yorkville on April 12, 2005 appropriating $71,390.00 of Motor Fuel Tax funds for the maintenance of streets and highways in the city from May 1, 2005 to April 30, 2006 was approved today. The municipal estimate of maintenance costs for $71,390.00 and the material proposal were also approved today. This maintenance program is approved with the understanding that any claims for labor and equipment for day labor routine maintenance will be on file and available for audit. Authorization to expend $19,590.00 of Motor Fuel Tax funds for this section has been approved and should appear on the city's next Motor Fuel Tax computer printout. Authorization to expend additional Motor Fuel Tax funds will be given upon approval of Acceptance of Proposal to Furnish Materials and Approval of Awards (BLR 6103) for this section. Bids are required for purchases of materials if the expenditures exceed $10,000 during any maintenance period either (1) for the same type of materials, or (2) from any one vendor if the purchase includes the placement or incorporation of the material. 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 Regio Two Engineer By: Ja s R. Threadgill III, P. E. Distri ocal Roads & Streets Engin er cc: Debra Baxter, MFT Auditor CR:bb /Yorkville05GM Illinois Department Municipal Estimate of of Transportation Maintenance Costs Period from 05/01/2005 to 04/30/2006 Municipality United City of Yorkville Estimated Cost of Maintenance Operations Material. Equipment or Labor Maintenance Operation Quantity Unit Operation (No. - Description - Total Quantity) Item and Specification and Unit Cost Cost Cost 1. Bituminous Patchinq Bituminous Cold Patch 90 ton 79.00 7110.00 7,110.00 Class 1 Surface Course 80 ton 36.00 2880.00 2,880.00 2. Signs, Posts, & Hardware Various Street Signs 100 50.00 5000.00 5,000.00 Sign Posts 100 28.00 2800.00 2,800.00 Sign Brackets & Hardware 100 18.00 1800.00 1,800.00 3. Snow Removal Bulk Rock Salt 1400 ton 37.00 51800.00 51,800.00 Salt bid through Kendall County Highway Dept. { Total Estimated Maintenance Cost $71,390.00 Submitted � Approved By�� dolicipal Official Title �� - �istiiCf Engineer Submit Four (4) Copies to District Engineer BLR 8202 (Rev. 7/01) 11 ' Illinois Department of Transportation Special Provisions The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction ", Adopted JANUARY 1, 2002 , the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways ", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of 0000 -00 -GM , and in case of conflict with any part, or parts, of said Specifications, the sai Special Provisions shall take precedence and shall govern. A URFACE COURSE Aggregate Surface Cour n - tho material used for street repair work e Village. PREMIX PATCHING MATERIAL (HOT MIX) The patching material shall comply with the Specifications for Bituminous Class I Plant Mix conforming to Section 406 of the Standard Specifications, or equal, subject to approval of the Engineer. PREMIX PATCHING MATERIAL (COLD MIX) - FURNISH ONLY This item is for furnishing Premix Material (Cold Mix) for streets F.O.B. Village trucks at source. The basis of payment will be the Contract unit price per ton for Premix Patching Material (Cold Mix) which price shall include furnishing, loading and weigliing in trucks furnished by the Village at the plant in quantities required. 1� INDEX FOR SUPPLEMENTAL SPECIFICATIONS Adopted March 1, 2005 This sheet contains a listing of the ERRATA, and SUPPLEMENTAL SPECIFICATIONS ERRATA Standard Specifications for Road and Bridge Construction (Adopted 1 -1 -02) ( Revised 3 -1 -05) Page vii - xxiii 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 Joint Seal ................................................ ............................... 18 481 Aggregate Shoulders .......................................................................................................................................... ............................... 19 501 Removal of Existing Structures .......................................................................................................................... ............................... 20 503 Concrete Structures ............................................................................................................................................ ............................... 21 505 Steel Structures ................................................................................................................................................ ............................... 22 506 Cleaning and Painting Metal Surfaces ............................................................................................................... ............................... 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 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 Sewer and 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 i CHECKSHEET FOR RECURRING SPECIAL PROVISIONS Adopted March 1, 2005 'he 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) .................................................................................................... ............................... 162 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 I Ci CHECK SHEET FOR RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS Adopted March 1, 2005 .ie 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) ............................................................................................... ............................... 224 LRS 3 JR Construction Zone Traffic Control (Eff .1 -1 -99) .................................................................................................. ............................... 225 LRS4 ❑ Flaggers in Work Zones (Eff. 1-1-99) ................................................................................................................. ............................... 226 LRS5 Reserved ........................................................................................................................................................... ............................... 227 LRS 6 ❑ 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) ..................................................... ............................... 234 LRS 8 ❑ Failure to Complete the Work on Time (Eff. 1- 1- 99) ........................................................................................... ............................... 240 LRS 9 ❑ Bituminous Surface Treatments ( Eff. 1- 1- 99) ..................................................................................................... ............................... 241 LRS 10 ❑ Reflective Sheeting Type C (Eff. 1-1-99) (Rev. 1-1-02) ...................................................................................... ............................... 242 LRS11 Employment Practices (Eff. 1- 1- 99) .................................................................................................................... ............................... 243 LRS 12 Wages of Employees on Public Works (Eff . 1 -1 -99) .......................................................................................... ............................... 245 LRS 13 Selection of Labor (Eff. 1-1-99) ............................................................................ ............................... 246 I BDE SPECIAL PROVISIONS For The April 29, 2005 Letting 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 80141 2 Additional Award Criteria June 1, 2004 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 April 1, 2004 80050 7 Bituminous Concrete Surface Course April 1, 2001 April 1, 2003 80142 8 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 80112 19 Concrete Barrier Jan. 1, 2004 April 2, 2004 80102 20 Corrugated Metal Pipe Culverts Aug. 1, 2003 July 1, 2004 80113 21 Curb Ramps for Sidewalk Jan. 1, 2004 80114 22 Curing and Protection of Concrete Construction Jan. 1, 2004 80029 23 Disadvantaged Business_ Enterprise Participation Sept. 1, 2000 June 1, 2004 * 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 Join_ is Aug. 1, 2003 * 80101 29 �< Flagger Vests April 1, 2003 April 1, 2005 80079 30 Freeze -Thaw Rating Nov. 1, 2002 80072 31 Furnished Excavation Aug. 1, 2002 Nov. 1, 2004 80054 32 Hand Vibrator Nov. 1, 2003 80109 33 Impact Attenuators Nov. 1, 2003 80110 34 Impact Attenuators, Temporary Nov. 1, 2003 April 1, 2004 80104 35 Inlet Filters Aug. 1, 2003 80080 36 Insertion Lining of Pipe Culverts Nov. 1, 2002 Aug. 1, 2003 80067 37 Light Emitting Diode (LED) Signal Head April 1, 2002 Aug. 1, 2003 80081 38 Lime Gradation Requirements Nov. 1, 2002 * 80133 39 Lime Stabilized Soil Mixture Nov. 1, 2004 ° April 1, 2005 80045 40 Material Transfer Device June 15, 1999 March 1, 2001 80137 41 Minimum Lane Width with Lane Closure Jan. 1, 2005 80138 42 Mulching Seeded Areas Jan. 1, 2005 80082 43 Multilane Pavement Patching Nov. 1, 2002 80129 44 Notched Wedge Longitudinal Joint July 1, 2004 80069 45 Organic Zinc -Rich Paint System Nov. 1, 2001 Aug. 1, 2003 80116 46 Partial Payments Sept. 1, 2003 ! Name # Special Provision Title Effective Revised 80013 47 Pavement and Shoulder Resurfacing Feb. 1, 2000 July 1, 2004 53600 48 Pavement Thickness Determination for Payment April 1, 1999 Jan. 1, 2004 80022 49 Payment to Subcontractors June 1, 2000 Sept. 1, 2003 80130 50 Personal Protective Equipment July 1, 2004 80134 51 Plastic Blockouts for Guardrail Nov. 1, 2004 80073 52 Polymer Modified Emulsified Asphalt Nov. 1, 2002 80119 53 Polyurea Pavement Marking April 1, 2004 80124 54 Portable Changeable Message Signs Nov. 1, 1993 April 2, 2004 80139 55 Portland Cement Jan. 1, 2005 80083 56 Portland Cement Concrete Nov. 1, 2002 80036 57 Portland Cement Concrete Patching Jan. 1, 2001 Jan. 1, 2004 419 58 Precast Concrete Products July 1, 1999 Nov. 1, 2004" 80120 59 Precast, Prestressed Concrete Members April 1, 2004 80084 60 Preformed Recycled Rubber Joint Filler Nov. 1, 2002 800 61 Public Convenience and Safety Jan. 1, 2000 * 80121 62 PVC Pipeliner April 1, 2004 April 1, 2005 80122 63 Railroad, Full- Actuated Controller April 1, 2004 34261 64 Railroad Protective Liability Insurance Dec. 1, 1986 May 1, 1988 80105 65 Raised Reflective Pavement Markers (Bridge) Aug. 1, 2003 80011 66 RAP for Use in Bituminous Concrete Mixtures Jan. 1, 2000 April 1, 2002 80032 67 Remove and Re -Erect Steel Plate Beam Guardrail and Traffic Barrier Jan. 1, 2001 Jan. 1, 2005 Terminals 80085 68 Sealing Abandoned Water Wells Nov. 1, 2002 80131 69 Seeding and Sodding July 1, 2004 Nov. 1, 2004 80132 70 Self- Consolidating Concrete for Precast Products July 1, 2004 80096 71 Shoulder Rumble Strips Jan. 1, 2003 80140 72 Shoulder Stabilization at Guard_ rail Jan. 1, 2005 80135 , 73 Soil Modification Nov. 1; 2004 April 1, 2005 80070 74 Stabilized Subbase and Bituminous Shoulders Superpave April 1, 2002 July 1, 2004 80127 75 Steel Cost Adjustment April 2, 2004 July 1, 2004 80086 76 Subgrade Preparation Nov. 1, 2002 80136 77 Superpave Bituminous Concrete Mixture IL -4.75 Nov. 1, 2004 80010 78 '�Superpave Bituminous Concrete Mixtures Jan. 1, 2000 April 1, 2004 80039 79 Superpave Bituminous Concrete Mixtures (Low ESAL) Jan. 1, 2001 April 1, 2004 80075 80 Surface Testing of Pavements April 1, 2002 July 1, 2004 * 80145 81 Suspension of Slipformed Parapets June 11, 2004 80092 82 Temporary Concrete Barrier Oct. 1, 2002 Nov. 1, 2003 80087 83 Temporary Erosion Control Nov. 1, 2002 80008 84 Temporary Module Glare Screen System Jan. 1, 2000 80106 85 Temporary Portable Bridge Traffic Signals Aug. 1, 2003 80098 86 _ Traffic Barrier Terminals Jan. 1, 2003 57291 87 Traffic Control Deficiency Deduction April 1, 1992 Jan. 1, 2005 20338 88 Training Special Provisions Oct. 15, 1975 80107 89 Transient Voltage Surge Suppression Aug. 1, 2003 80123 90 Truck Bed Release Agent April 1, 2004 80048 91 Weight Control Deficiency Deduction April 1, 2001 Aug. 1, 2002 80090 92 Work Zone Public Information Signs Sept. 1, 2002 Jan. 1, 2005 80125 93 Work Zone Speed Limit Signs April 2, 2004 April 15, 2004 * 80126 94 Work Zone Traffic Control April 2' 2004 Jan. 2, 2005 80097 95 C Work Zone Traffic Control Devices Jan. 1, 2003 Nov. 1, 2004 80071 96 Working Days Jan. 1, 2002 FLAGGER VESTS (BIDE) , Effective: April 1, 2003 Revised: April 1, 2005 Revise the first sentence of Article 701.04(c)(1) of the Standard Specifications to read: "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 -1999 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. The flagger station shall be lit by additional overhead lighting other than streetlights. The flagger shall be equipped with a fluorescent orange, fluorescent yellow /green, or a combination of fluorescent orange and fluorescent yellow /green garment meeting the requirements of the American National Standards Institute specification ANSI /ISEA 107 -1999 for Conspicuity Class 3 garments." 80101 I r PERSONAL PROTECTIVE EQUIPMENT (BIDE) 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 garments. 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 SUPERPAVE BITUMINOUS CONCRETE MIXTURES (BDE) 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 t 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 Engineer. A vibratory roller meeting the requirements of Article 406.16 of the i I i Standard Specifications shall be required in the absence of the pneumatic -tired roller. Laboratory Eauipment. (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 Design. 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 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 1/2 in.) 25 mm (1 in.) 90 100 100 19 mm 90 82 100 100 (3/4 in.) 12.5 mm 45 75 50 85 90 100 100 (1/2 in.) 9.5 mm 89 90 100 (3/8 in.) 4.7 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 ( #50) 4 12 4 12 4 15 4 15 150 µm ( #100) 3 9 3 9 3 10 3 10 75 m µ 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 II i r 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). (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 70 i 12.0 13.0 14.0 15 65-75 90 105 (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 performed 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 ". i Reauired 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 Nm ( #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 criteria for acceptance, no further mixture will be accepted until the Contractor takes such action as is necessary to furnish a mixture meeting the criteria. i Construction Requirements 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.) s 32 (1 1/4) IL -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.). i 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. J I 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 z 90 92.0-96.0% 12.5 mm / 9.5 mm Ndesign < 90 92.5-97.4% 19.0 mm / 25.0 mm Ndesign z 90 93.0-96.0% 19.0 mm / 25.0 mm Ndesign < 90 93.0-97.4% I 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 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 -9.5L surface mixtures shall only be placed in conglomerate DQ RAP stockpiles due to the potential for rounded aggregate. I I 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 -9.51- 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 ronly. 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 50 or greater. RAP for use in bituminous aggregate mixtures (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 \ 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 4m (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 "Testing" herein, are outside of the control tolerances set for the original RAP stockpile i 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 j Contractor shall cease production of the mixture containing RAP and either switch to the virgin aggregate design or submit a new RAP design. j 80011 1 i i 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 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 LR 1013 I Page 1 of 1 State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of Local Roads and Streets SPECIAL PROVISION FOR ROCK SALT Effective August 1, 1969 Revised January 1, 2002 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. Description. This item shall consist of furnishing rock salt (sodium chloride) in bins or stockpiles at location designated in the Proposal. Materials. Material shall meet the requirements of Article 1013.02 except that the gradation shall be as follows: Passing 12.5 mm (1/2 inch) sieve 100% Passing 9.5 mm (3/8 inch) sieve 95- 100% Passing 4.75 mm (No. 4) sieve 20- 90 Passing 2.36 mm (No. 8) sieve 10- 60% Passing 600 µm (No. 30) sieve 0 - 10% The Department reserves the right to reject any shipments of rock salt which are delivered in a frozen or caked condition or which contain free water. The Department reserves the right to accept delivery of Rock Salt which, according to analysis by the Department, has a sodium chloride (NaCI) content of less than 96.0 %, but is not less than 90.0 %. Material with less than 90.0 % sodium chloride will be rejected. When such exceptions are allowed, payment will be adjusted. Method of Measurement. Rock salt will be measured by the metric ton (ton). I Basis of Pavment. This work will be paid for at the contract unit price per metric ton (ton) for fumishing and transporting ROCK SALT based on the sodium chloride content. Payment will be in accordance with the following schedule: NaCl Content 96.0% to 100.0% Net Bid price per ton. NaCl Content 95:0% to 95.9% Bid price less $0.50 per metric ton (ton). NaCl Content 94.0% to 94.9% Bid price less $2.00 per metric ton (ton). NaCl Content 90.0% to 93.9% Bid price less $4.00 per metric ton (ton). 4ih ��: fi STATE OF ILLINOIS - DEPARTMENT OF TRANSPORTATION Division of Highways - Bureau of Materials & Physical Research LIST OF M SPECIFIC . a -• • ` nom ATIONS Effective Februa • `�����' ,. rY 1, 2002 .�: - - -:r,•: ' - -= -- - - -_ -: {. _ _ ..r v. . t . . a. _. .�.,1":_ {v{_ry ';z':- -r:i— _ _ _ LSZFT�e -_ • )._.e:_w.: __-n. -2'; •. - — ..___- r Wi t• •- - _ — 1 4 -87 03/01/87 Wood Lath Snow Fence 1 14-96 04/15/96 RESCINDED I 16-95 09/01/95 REPLACED by Bureau of Operations T30 -96, Specifications for Wood Sign Posts 17 -02 1 02/01/02 Bituminous Mixture for Maintenance Use, Emulsified Asphalt Type I 19 -02 1 02/01/02 I Bituminous Mixture for Maintenance Use, Liquid Asphalt Type ' 20 -02 02/01/02 I Bituminous -S and Mixture for Maintenance Use 1 21 -87 1 08/16/87 REPLACED by AASHTO Specification M281, Steel Fence Posts and Assemblies, I I Hot Wrought 26-96 REPLACED by Standard Specifications for Road and Bridge Construction, 109/01/96 I Article 1095.07, Glass Beads for Pavement Markings 31 -95 1 09/01/95 I RESCINDED 1 32 -65 1 04115/65 REPLACED'by Standard Specifications for Road and Bridge Construction, 1 I: Section 663, Calcium Chloride Applied - 33-57 1 06/03/57 REPLACED by AASHTO Specification M144, Calcium Chloride Type S, Grade 1, I Class A (77% Flake) and Type S Grade o Y� i 3, CI�SS a (�4 /o Pellets) 36-86 1 06/01/86 REPLACED by AASHTO Specification M143, Sodium Chloride T 37 -02 02/01/02 Cutting Edges for Grader Blades Type I, Grade 1 38 -95 1 09/01/95 I RESCINDED 48-02 02/01/02 Bituminous Premix for Maintenance Use, Inverted Emulsified Asphalt CBAE -2 50 -02 02/01/02 I Cutting Edges for Snow Plows 97 -61 1 01/03/61 I RESCI - NDED 98 -68 1 08/01/68 I RESCINDED 102-61 1 01/03/61 I RESCINDED 107 -74 1 10/01/74 I RESCINDED 119 -02 02/01/02 Fast -Dry Black Pavement Marking Paint 120-00 1 01/01/00 I Bituminous Premix for Maintenance Use - Optimix, Syicrete, UPM, QPR -2000, EZ Street - Proprietary Sources 121 -78 1 05/01178 I REPLACED by AASHTO Specification M144, Calcium Chloride, Type L, 32% 122-85 1 08/15/85 I RESCINDED 1 { _ist of "M" Specifications 'age 2 -- ..: -: ?= ter.- T� - =... c -,' ,. ;_. ..:` ._. —. _•: ... ::__,:. __ _ �_. t -t _ -.;,_- •.,:.: ::.. _. -._ L :. -.. .._ _ -: -_. _. •_ Ai-j- 'Fi •-. 5-:..5. - - - i':1�- v.i -• '1? e- =ice... {4: __. t_._._ _._. _._. . -- ..._.:— _ i =.: :.ice= •'r ]..:. ,v...- _. -- `_ : ^_ ...i - -_ _ __ _ _ i �: { —.:: - .�`• _ - _ v a:. r.a _. _... .. -. _ _ ; ......_ r . _.- ._.... - = !. .v .v- :.- :- _:r = -s .._S - : _r..- :'_'h:•._' ___ i� ._,s:••- _'ti,_L:.�.'e °'�_:5�_i T -E• -'� _ _ _ _ r..: r ._v -a:* ::rsc T. -i .. :E.:a•:•:i •* -•_ - - r,l -, if - � - =_ -__ : =i 1. vi s:F .�._ .5:- •4.: - _ - pecificat�on'.fo� ��;•� -;. v1 123-88 10/01/88 I Fast -Dry Pavement Marking Paint, White and Yellow (Chlorinated Rubber Type) v1 124 -81 1 02/01/81 I Tarpaulins vl 125-89 1 11/16/89 RESCINDED N 126 -95 1 09/01/95 Bituminous Mixes for Maintenance Use, Reinforced Fiber Mixture vl 127 -87 1 03/01/87 I REPLACED by M 131 -92 N 128 -02 1 02/01/02 I Rubber Cutting Edges for Snow Plows V1 129-88 08/01/88 I RESCINDED VI 131 -92 11/01/92 I Polyethylene Plastic Mesh Snow Fence V1 132 -96 1 07/01/96 REPLACED by Check Sheet Special Provision entitled POLYMER CONCRETE VI 133 -96 1 02/02/96 I Bituminous Premix for Maintenance Use, Instant Road Repair- Proprietary VI 134 -02 1 02/01/02 I Bituminous Premix for Maintenance Use, SMP - Proprietary VI 135 -00 105 /01 /00 I Fast -Dry Pavement Marking Paint — Black (Lead Free Waterbome Type) 4 W KtMdg/ M sp eclsl i - State o_ Depa of Transportation Division of Highways Springfield } SPECIFICATIONS FOR BITUMINOUS FR.EIIX FOR MAI_NTENALNCE USE EMULSIFIED ASP 'DkLT Hr c. -300 OR INvERTtED afnsIFIEED ASPH_A.LT C3AE -2 Serial Number: M 48 -79 (Revised April 1, 1979) i. DESCREPTIO ?I. The bituminous premLx shall be composed of mineral aggregates uniformly coated :with either emulsified asphalt HFE -300 or inverted emulsified as-.halt C3AE -2 plus additive, prepared hot as further described herein, shall zch -bit no stripping of the bituminous material from the aggregate when immersed Li :rater immediately after mixing, and shall be capable of being stockpiled over a period of at least sit months without hardening. The mixture shall be capable of being loaded into trucks by either hand shovels or power loading equipment, shall o. su fficiently workable for placing with shovels, rakes or other hand tools, . and shall readily compact by hand tamping, .hard or power rolling, or under the action of traffic ac the mi x iag temperature or at teoperatures as low as 13 F., immediately after oreoaraticn or over a period of -at least sic months 'in a stockpile. The mixture shall =e gain in place when used to patch wet or dry pavements and shall be stable under noiai traffic conditions. 2 ,- 4TF_RL, S . Control of the materials shall be in accordance with the general requi regents of Section 106 of the current Standard Specifications for Road and 3ridge Comstr ction. At the discretion of the Engineer, a twenty- five: sample of the aggregate(s), a one -quart sample of the bituminous material and*a one -oint sample of the additive shall be submitted to the Bureau of ;Saterials and Physical Research, 125 East Ash Street, Springfield, Illinois, for checking the dosage rate a_•nd compatibility of the additive with the other ingredient materials. (a) - zgregzte 1. Coarse Aggregate sh.a_Ll consist of crushed stone, crushed gravel, or chats, of Class C. quality or better, as defined in Article 704.01 of the above cited Standard Specifications. (b) Additive 1. Vhen CBAE -2 is used, an anti - stripping additive approved by the Department shall be required. he additive shall be added to the bituminous material at the dosage rate i� • shall c be t t!�orou3hny of total liquid) recocan ended by orated into aixed for at least four (4) hours prior to being incorp .he mi::. A list of approved additives is available on request.. (c) 3i =uni ^cus Mat'_r =al, The bicumi.nous materials used shaLl be either emulsified asphalt RFC -300 or inverted emulsified asphalt CBAE -2. the Engineer reserves the right to specify the grade which shall be used. 1 1. Emulsified asphalt Ht -300 shall conform to the requirements given in Specifications for Emulsified Asphalt RFE -60, HFE -90, RFE -150, and HFE -300, Serial No. M 87. Emulsified. asphalt RFE -300 shall be formulated to possess the' characteristics required to produce a mi`ccure conforming to the requirements of this specification. 2. Inverted emulsified asphalt CBA.E -2 shat conform to the °ollcwing requirements: Flash Point (Cleveland open cup) ° F. - - - - - - - - - 175+ Viscosity, Saybolt Furol @ 140 F. (SEC) - - - - - - - 100 - 300 Vater Content Z by weight - - - - - - - - - - - - - - - 3 - 9 Asphalt Content 9. by .weight - - - - - - -.- - - - - - - 65 min. Solvent Content 7. by weight - - - - - - - - - - - - - - 12 - 25 Test on Distillation Residue Penetration at 77° F.., 100 g., 5 sec., - - - - - - - - 120 - 300 Ductility at 77° F., 5 cm /min. , cm. - - - - - - - - - - 100 min. Soluble in Carbon Tetrachloride, - - - - - - - - - - 98 min. Miscibility with water - - - - - - - - - - - - - - - - None 3.' INSPECTION. The Engineer or his authorized representative shall have access at any time to all parts of the plant in order to verify weights or proportions and. character of materials used in the preparation of the mixture. The manufacturer . shall afford such facilities as may be required for making inspection at the plant and for collecting and forwarding samples of the bituminous mixture to the Depatt- ment. 4. P"NT An EQUIP�=L . Storage facilities and all equipment used in the prepara- tion of the mixture shall be approved by the Department. an approved dicier shall be available for surface drying the aggregate when needed. The materials for individual batches shall be measured accurately either by volume or weight, by approved methods and equipment. A batch type miter of approved design and capacity shall'be used in mi -xing the ingredient materials. However, approval for the use of a continuous mixer may be given if•it can be shown that satisfactory results will- be obtaiaed. 5. PREPARATION OF MIM"RES. These mixtures shall be prepared in a hot -mix asphalt plant. The coarse and fine aggregates shall be accurately proportioned to produce mixtures within the specification limits. :When FIFE asphalt is used, the aggregate is to be heated to a texperature of 200° to 250 F. For safety reasons, the agare- gate shall not be heated to higher than 175 F. when CBAE -2 is used. Scalping screens shall be installed to remove oversize materials. 'The hot aggregate and bitu.inous material shall be measured accurately by weight or by volume and mixed in the pug mill miser until homogeneous and all particles of aggregate are coated unU'6raly. The mixture shall then be dumped and stockpiled. 6. C0111pOS1T10:1' OF MT_-i= L3?S The in `. gredients shall be combined to produce ri_:tu:es e°_cing -he approval of the Deparcme ^. c and contot3iog to the 1 coniDOS by -, eighc: Binder Mixture Surface `Mixture Gradation of E.ct =acted Aggregate: (100 7) Passing 3/ inch sieve, `1..... 100 Passing 1/2 inch ' sieve, � ............. 75 - 94 100 Passing 3/8 inch ieve, ............... 64 - 78 90 - 100 Passing No. 4 sieve, Z ................ . 32 - 45 65 - 86 Passing No. 10 sieve, / ................ 22 - 34 28 - 50 Passing No. 40 sieve, % ............... 5 - 20 10 - 27 gassing No. 80 sieve, ' ............... 0 - 6 0 - 6 Passing No. 200 sieve, X ............... 0 - 3.0 0 - 3.0 Residual Bitumen (Includes Additive).. 4.0 - 5.0 4.5 - 6.0 It is the responsibility of the producer to produce mixtures conforming to the require - =ents or these specifications and satisfactory to the Department. 7. LEGAL RELATIONS A.N RESPONSIBILITY TO PUBLIC. The laws to be observed; permits and licenses; patented devices, materials and processes; and responsibility for damage claims, shall be in accordance with the requirements of Section 107 of -the above cited Standard Specifications. SAFETY NOT✓': Inverted emulsified asphalt CBAE -2 is a combustible liquid and should be handled as a hazardous material. All loci]., city, county, state and federal regulations in handling a hazardous liquid should be followed. For= LX -1 Effective April 1, 1979 This specification supersedes Serial No. Lt 48 -78 issued February 1, 1978. - 3 - i Kendall County Prevailing Wage for April 2005 http: / /www. state.il.us/ agency /idol/rates/EVENMO/Y-ENDALL9.ht Kendall County Prevailing Wage for April 2005 Trade Name RG TYP C Base FRMAN *M -F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT -GEN ALL 29.000 29.750 1.5 1.5 2.0 5.850 3.900 0.000 0.170 ASBESTOS ABT -MEC BLD 23.300 24.800 1.5 1.5 2.0 3.640 5.520 0.000 0.000 BOILERMAKER BLD 36.820 40.140 2.0 2.0 2.0 6.920 6.260 0.000 0.210 BRICK MASON BLD 32.050 35.260 1.5 1.5 2.0 5.650 6.340 0.000 0.440 CARPENTER ALL 34.320 35.820 1.5 1.5 2.0 5.560 4.870 0.000 0.490 CEMENT MASON ALL 32.000 35.200 2.0 1.5 2.0 5.200 8.060 0.000 0.050 CERAMIC TILE FNSHER BLD 25.450 0.000 2.0 1.5 2.0 5.000 4.350 0.000 0.100 COMMUNICATION TECH BLD 29.680 31.480 1.5 1.5 2.0 5.390 6.830 0.000 0.590 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 36.770 40.450 1.5 1.5 2.0 6.620 8.450 0.000 0.740 ELEVATOR CONSTRUCTOR BLD 38.995 43.870 2.0 2.0 2.0 7.275 3.420 2.340 0.370 FENCE ERECTOR ALL 32.990 34.630 2.0 2.0 2.0 6.440 12.82 0.000 0.230 GLAZIER BLD 30.000 31.000 1.5 2.0 2.0 6.090 8.450 0.000 0.500 HT /FROST INSULATOR BLD 31.650 33.400 1.5 1.5 2.0 7.260 8.360 0.000 0.230 IRON WORKER ALL 32.990 34.630 2.0 2.0 2.0 6.440 12.82 0.000 0.230 LABORER ALL 29.000 29.750 1.5 1.5 2.0 5.850 3.900 0.000 0.170 LATHER BLD 34.320 35.820 1.5 1.5 2.0 5.560 4.870 0.000 0.490 MACHINIST BLD 34.540 36.290 2.0 2.0 2.0 3.200 4.100 2.380 0.000 MARBLE FINISHERS ALL 25.050 0.000 1.5 1.5 2.0 5.220 6.340 0.000 0.570 MARBLE MASON BLD 32.050 35.260 1.5 1.5 2.0 5.650 6.340 0.000 0.570 MILLWRIGHT ALL 34.320 35.820 1.5 1.5 2.0 5.560 4.870 0.000 0.490 OPERATING ENGINEER BLD 1 37.600 41.600 2.0 2.0 2.0 6.050 4.850 1.800 0.600 OPERATING ENGINEER BLD 2 36.300 41.600 2.0 2.0 2.0 6.050 4.850 1.800 0.600 OPERATING ENGINEER BLD 3 33.750 41.600 2.0 2.0 2.0 6.050 4.850 1.800 0.600 OPERATING ENGINEER BLD 4 32.000 41.600 2.0 2.0 2.0 6.050 4.850 1.800 0.600 OPERATING ENGINEER HWY 1 35.800 39.800 1.5 1.5 2.0 6.050 4.850 1.800 0.600 OPERATING ENGINEER HWY 2 35.250 39.800 1.5 1.5 2.0 6.050 4.850 1.800 0.600 OPERATING ENGINEER HWY 3 33.200 39.800 1.5 1.5 2.0 6.050 4.850 1.800 0.600 OPERATING ENGINEER HWY 4 31.800 39.800 1.5 1.5 2.0 6.050 4.850 1.800 0.600 OPERATING ENGINEER HWY 5 30.600 39.800 1.5 1.5 2.0 6.050 4.850 1.800 0.600 ORNAMNTL IRON WORKER ALL 32.990 34.630 2.0 2.0 2.0 6.440 12.82 0.000 0.230 PAINTER ALL 32.230 33.230 1.5 1.5 1.5 4.850 4.200 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 34.320 35.820 1.5 1.5 2.0 5.560 4.870 0.000 0.490 PIPEFITTER BLD 34.010 36.010 1.5 1.5 2.0 6.800 6.690 0.000 0.850 PLASTERER BLD 31.000 32.500 1.5 1.5 2.0 5.240 6.100 0.000 0.400 PLUMBER BLD 34.010 36.010 1.5 1.5 2.0 6.800 6.690 0.000 0.850 ROOFER BLD 31.950 33.950 1.5 1.5 2.0 5.470 2.950 0.000 0.330 SHEETMETAL WORKER BLD 33.680 35.680 1.5 1.5 2.0 5.950 6.840 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 32.990 34.630 2.0 2.0 2.0 6.440 12.82 0.000 0.230 STONE MASON BLD 32.050 35.260 1.5 1.5 2.0 5.650 6.340 0.000 0.440 TERRAZZO FINISHER BLD 26.200 0.000 1.5 1.5 2.0 5.750 4.750 0.000 0.220 TERRAZZO MASON BLD 30.050 32.550 1.5 1.5 2.0 5.750 6.150 0.000 0.120 TILE MASON BLD 31.000 34.000 2.0 1.5 2.0 5.000 5.350 0.000 0.180 TRUCK DRIVER ALL 1 30.540 31.090 1.5 1.5 2.0 5.330 3.480 0.000 0.000 TRUCK DRIVER ALL 2 30.690 31.090 1.5 1.5 2.0 5.330 3.480 0.000 0.000 TRUCK DRIVER ALL 3 30.890 31.090 1.5 1.5 2.0 5.330 3.480 0.000 0.000 TRUCK DRIVER ALL 4 31.090 31.090 1.5 1.5 2.0 5.330 3.480 0.000 0.000 TUCKPOINTER BLD 33.500 34.500 1.5 1.5 2.0 4.210 5.840 0.000 0.400 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) 1 of 6 3/31/2005 7:57 AM r�_enuau uounry rrevaumg wage ror Aprii luu� http: / /www.state.il.us /agency /idol/rates/EVENMO/KENDALL9.htr 1 Vac (Vacation) Trng (Training) Explanations KENDALL COUNTY The following list is considered as those days for which holiday rates of wages for work performed apply: 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, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile 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 2 of 6 3/31/2005 7:57 AM l r tuan %_uuiny riovunulg wage for April LuuD nttp:nwww.state.il.us/ agency / idol /rates /EVENMO /KI~;NllALL9.htr 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, 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, 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; Ready -mix Plant Hopper Operator, and Winch Trucks, 2 Axles. 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 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. 3 of 6 3/31/2005 7:57 AM x�Vnu �vwn . ivvaimig vv ago ivl j /.vu-) nup: / /www.slale.11.us / agency / l aol /rates /LVLNMU /KENI)ALL9.htn I I l I 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 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 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, 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 4 of 6 3/31/2005 7:57 AM - - -- - - -� - -- •- - ----a •• --a- -�- - -r - -• --��� ��« y. ��www. s�a�c. ii. u�ia�encyiiuollraiesir ,vr,NlvlU /lir,NllALLy.riti 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 1 Mining Machines; Wheel Excavator; Widener (APSCO). Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front 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 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. 5 of 6 3/31/2005 7:57 AM - ��•���•• .. �,..�, ...a.�.i�� vy arc im tyin avw nttp: / /www.state.il.us/ agency /idol/rates/EVENMO/KENDALL9.hty I 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 i i 6 of 6 3/31/2005 7:57 AM 200 -300 fB - 121 75 min, y xx.. I00 450 min. f4) (181 ) 1010" .. p _ 100- 150 (4 -6) " * 100-150 (4-6) Orange Oran a +i i `�..aS CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL • • DRUM POST MOUNTED 300 1121 o g_ 9 _ 0 100 .FM •�� N m ., Y -.h' .LNkI?��� C. -/ F-'µY 1 .fz' %'d7 /' a N — '�,q' 100 / E 4) o n I 600 min. I E ao I t m (24) m — �"' /�J�7 I .4):i✓ fin+ "� ° I _ 600 min. (24) �. 1.2 (4 min. I I 6 J • - - (4) TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE • DIRECTION INDICATOR VERTICAL BARR RICADE BARRICADE • warning Ilghi s (If required) GENERAL NOTES All heights shown shall be measured above the pavement surface. All dimensions are In millimeters (inches) unless otherwise shown. ® umoi. o.o,r� or tronwormuc^ DATE REVISIONS ,rPROY D � ��,�•• 1 -1 -05 !Added note to work llmttl TRAFFIC CONTROL FEi2Zn or'41iilinq .6? tl NN (signing and re-odded •vvgov Nc- o Il u (Type I barricade. I DEVICES E+ os II ., T ype 1 f (Sheet 1 of 3) 4 - 1 - 04 'Removed T tna +t€ m' �c`xMoxuzx z barricade and constr. I STANDARD 702001 -05 Ispeed limit sign. I Type A monodirectionol flashing light 45Ox450(18x18) Mc Orange flags 1.B m - 3.6 m ; ^' i - (6' - 12') ROAD m CONSTRUCTION END E -_ _ _ I NEXT % MILES I I CONSTRUCTION I0Ox100(4x4) 1 g nom. wood post 600 -3. m - a - 0 ,.I G20 -1f01 -6036 C20 -2o(0)-6024 1.5 m(5')min. rural Edge of x (24 - 10') a 1.2 m (41) rural 2.1 m (T') min. urban pavement of = SIG14 This signing Is required for all protects d 1.8 m (8') urban or face V lIF' SPECIFIEDI 3200 m 2 9 miles) or more In length. v of curb - E W E m ROAb CONSTRUCTION NEXT % MILES sign shall -- be placed 150 m (500') In advance of pro- Elevation of edge 1 Elevation o ject limits. F edge i� of pavement of pavement END CONSTRUCTION sign shall be erected at the end of the Job unless another Job Is within 3200 m (2 miles) J . 1.5 m (5 ") min. embedment SIGNS ON TEMPORARY SUPPORTS \ Dual sign dlsploys shall be utilized on murtl- lane highways. POST MOUNTED SIGNS HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING >kaY When curb or paved shoulder are present this dimension shall be 600 (241 to the face of curb or 1.8 m (6 to the outside edge of the paved shoulder. 600 (24) 125 , - 175 j ( 5) I (7) I � I 200 fB') Federol ser\\\\C - 180 li'1 Federal se ^ _ - eves B I I N 1 'ST (20 %2l — _ '( _ 400 1 �— (1 O i IT E_ I All dimensions are In millimeters (Inches) FRONT SIDE REVERSE SIDE unless otherwise shown. ® � TRAFFIC CONTROL •P ^ „ o Eo :oos FLAGGER TRAFFIC CONTROL SIGN DEVICES . AVEO ` -zoos - (Sheet 2 of 3) E „ EEII ova „ „E ,,, STANDARD 702001 -05 600 t r► A (24) 2.4 m min. -- - �' O _ 1.5 m min. (8) ---- -- -- - - ---- - El/.o 1.2 m min. (5') ° ___ //� E Weep holes I w/ I P -------------'---- � ----- ------------ 8 m� 0 m 8 m nstructlon co il I C I I V �CO O f25') f25') r QS'I 60mt advan I._ .� warning signs d `\ _d _c — 1 (200 1200') (200 E '1 E E'. E.. � 4 A a1 E 0 PLAN m 5 m ( 1. �_ 125') _ 45 t Face may be 15') TYPE A TYPE B TYPE C ( iY ) stepped or smooth - - 0 - F - -T - -r —� --� ROOF ROOF OR TRAILER TRAILER Traffic MOUNTED MOUNTED MOUNTED = LJ \- Epoxy channels ARROW BOARDS I" 90t (3 SECTION A -A TYPICAL INSTALLATION TEMPORARY RUMBLE STRIPS I U Lf u I I 300 min. + Type A 150 max. 50 m x 50 max. E d asher �R11- (6) n o 1 ROAD L ��... �a �,j. ,. 'l \ten. v�c�� \. r1 CLOSED �,� hi,,�.. �•..n v.,'I17 : {: .... I Nr r.•r <v r_. Edge of �• u - ,.,i"'' shoulder I ITS rim Povemen•t�1•. .fi\gi~` -I L 300 min. 1 (12) ROAD CLOSED TO ALL TRAFFIC flashe i RI1 -4 rA Reflectorized striping may be omitted goad nosed ROAD CLOSED on the back side of the barricades. To TO rre If a T ype ll] barricade with an attached THRU TRAFFIC THRU TRAFFIC sign panel which meets NCHRP 350 Is not - ,.,„, TR FF ovallobie. the 'sign may be mounted on on (' NCIIRP 350 temporary sign support directly �=�SS�• -• _ ?• �"• `:(' :' (; �'..r ° �:: t)�X: ::.:•; I%� in front of the barricade. 1 � ��� All dimensions ore In millimeters (Inches) ' Pavement unless otherwise shown. ROAD CLOSED TO THRU TRAFFIC ® luinol. D- 1..r,f of 1- -p....... Reflec forized striping shall appear on TRAFFIC CONTROL TYPICAL APPLICATIONS Of both sides of the barricades. If a Avr1OvE1 ..,•m. zoos ;; - Type III barricade with an attached DEVICES TYPE III BARRICADES CLOSING A ROAD sign panel which meets NCHRP 350 is En1wEn of orw.t11g1 not ovaiioble, the signs may be mounted (Sheet 3 of 31 .rrglveo nvn �. 2111 - on NCHRP 350 temporary sign supports I�+m.E €n� o��lrawFn+ directly in front of the barricade. STANDARD 702001 - ROAD Nl21 RORK AHEAD W20 1101 - 48 Or FLAMER ONE LANE ROAD ROAD DNSTRUCTIO AHEAD AHEAD 0 I W20- 4(0) -48 W20- 110)-48 30 mol. Type I or Type II Barricades -One way / one lane operation (1001) -------------------- - - - - -- -- o��'i -- �•a - a — I o Type I or Type II barricades _ (D T I 30 m m°x._ CLOSED Type Ill barricades (Z 1100') E o R11 -2 RoAO o ° < CLOSED ROAD NE LAN AHEAD •ORK ROAD FLAGGER AHEAD W21-4(0)-48 AHEAD W20-4(0) -48 W20-3(0)-48 For Or maintenance W20- 1101-48 I — -� and utility Ro.D MC projects ON ^rRUCrio ouS"AD NERD 4 ?2.-4(0)-48 AHEAD Or 0- I(0) -48 W20- 1(0) W2-48 For contract construction projects I SIGN SPACING I Posted Speed Sign Spacing SYMBOLS I 55 164 m (500') I 50 - 45 115 m 1350') ® Work area ® Refer to SIGN SPACING TABLE GENERAL NOTES <45 60 m 12001 for distances. O Cone, drum or barricade m For approved sideroad closures. This Standard Is used where at any - (not required for moving operations) time, day or night, any vehicle, equip - 0 Cones at 8 m (25') centers for 75 m ment, workers or their activities Sign on portable or permanent support (250'). Additional cones may be placed encroach on the pavement requiring at 15 m (50') centers. When drums or the closure of one traffic lone In an Type I or Type II barricades are urban area. Flogger with traffic control sign used. the Interval between devices may be doubled. All dimensions are in millimeters (inches) Barricade or drum with flashing light unless otherwise shown. DATE REVISIONS ® IoIp,I,D .... 1 1.1 Type III barricade with flashing lights 1-1 -05 Deleted FLAGGER SYMBOL URBAN LANE CLOSURE A,RRDNED •I. 2005 - sign and repositioned 2L, 2W, UNDIVIDED o flaggers. ENGINEER OF OPERATIONS 1 -1-99 Rev. burr. or drum w/ AFppoMEO I• Ivs, = flashing light sym. & odd STANDARD 701501 -03 ENGINEER OF pE51ON AND ENVIRONMENT Type III burr, sym. APP\ 10 2005 D3 LOCAL RDAD, _J