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Resolution 2000-08 Illinois Departrt' ''1t Resotution-for Main" ance of Streets and Highways of Transportatttnn By Municipalitk-ender the Illinois Highway Code RESOLUTION NO. 2000 - p$_ BE IT RESOLVED,by the MAYOR AND CITY COUNCIL of the (Council or President and Board of Trustees) UNITED CITY of YORKVILLE , Illinois,that there is hereby (City,Town or Village) (Name) appropriated the sum of$ 37,130.00 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code,from2&RftAxj5jy_v,= to MAY 1, 2000 APRIL 30, 2001 BE IT FURTHER RESOLVED,that only those streets, highways, and operations as listed and described on the ap- proved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connec- tion 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 as 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. ,-- Mr. I, Miss DEEnRAN K STMMnNS Clerk in and fortheUNITED CITY OF YORKVILLE Mrs. (City,Town or Village) of ,County of KENDALL hereby certify the foregoing to be a true,perfect and complete copy of a resolution adopted by 4,Qr� J the at a meeting on -3 (Council or President and Board of Trustees) IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this -L3tI____day of , A.D. b6 (SEAL) '► . �' — Clerk Ply.Town or Village) PPROVED Departme t o T nsportation � District En eer BLR 4123(Rev.6/87) IL 494=0354 Illinois Departme,- ,. Municipal Estimate of Of Transportation Maintenance Costs MAY1 2000 to APRIL 30 2001 x x UNITED CITY OF YORKVILLE Period from��#i��#�� €iK €�F[��, � Municipality Estimated Cost of Maintenance Operations P Maintenance Operation Material,Equipment or Labor Operation (No.-Description-Total Quantity) Item and Specification Reference Quantity Unit Amount Cost and Unit Cost 1. GRAVEL PATCHING GRAVEL OR 9500.00 CA - (p '- 2. BITUMINOUS PATCHING DO 3• SNOW RFMOVAT, C-41 allix CRT QR.T.D.R gals 40 RQQ 00 4.SIGNS & SIGN POSTS STGN POSTS Posts 15.00 00 S29 t1 00� Total Estimated Maintenance Cost 37,130. 00 bmitt Approved z By Wa"LL &Vat 4 J_� icipalOffi is itle Engine Submit Four(4) Copies to District Engineer BLR-8202(Rev. 5/90) STAM OF IWNOIS MUN,,�PAL ESTIMATE OF MAINTEN.,.CE COSTS (Sh"t2of2) LOCATION SURFACE MAINTENANCE OPERATION �./ ITRECr FROM TO TYPE LO�IGTH WIDTH NO. DESCRIPTION OUANTn VARIOUS STRE TS SEAL COAT & BITUM NOUS GRAVEL SHOULDERS Z500 t( PAVED REPAIR ROAD BASE 2. VARIOUS STREETS SEALCOAT & BITUMI [OUS POT HOLE REPAIR 0 ton: PA D I LARGE AREA REPAIRS 700 toi 3. VARIOUS STRFXTq SEALCOAT I IOUs SALT FOR DE—ICING 300 toi FAYFX CaCl FOR DE—ICING 2000 g, 4. _ -VARIOUS STRF OUS STREET SIGNS 150 ea- PAVED STREET SIGN POSTS 150 ea Submit Four (4) copies to District Engineer Form BLR 591 (2 of 2) (Rev. 8-75) (vDIllinois Department of Transportation Special Provisions The following Special Provisions supplement the"Standard Specifications for Road and Bridge Construction", Adopted /9"97 , the latest edition of the"Manual on Uniform Traffic Control Devices for Streets and Highway", afnd 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 Q7-0e':) —6rD—Gib , and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. BLR 5709(Rev.2/97) . CHECK SHEET FOR SUPPLEMENTAL SPECI ,TIONS AND RECURRING SPECIAL PROVISIONS Adopted January 1,2000 This Check Sheet contains a listing of SUPPLEMENTAL SPECIFICATIONS and frequently used RECURRING SPECIAL PROVISIONS and LOCAL AGENCY SPECIAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adopt. 1-1-1997) (Rev. 1-1-2000) SUPPLEMENTAL SPECIFICATIONS Std. Spec. Sec. Page No. 102 Bidding Requirements and Conditions . . . . . . . . . . . . ... . . . . . . .. . . . . . . . . . . . . . . . 1 103 Award and Execution of Contract . . . . . . . . . 2 . . . . . . . . .. . . . . 104 Scope of Work . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 107 Legal Regulations and Responsibility to Public . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 4 109 Measurement and Payment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 6 202 Earth and Rock Excavation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 252 Sodding . . . . . . ... . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 9 253 Planting Woody Plants . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 280 Temporary Erosion Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 281 Riprap 13 . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 311 Granular Subbase . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 312 Stabilized Subbase . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 355 Bituminous Base Course . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 402 Aggregate.Surface Course . . . . .. . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 403 Bituminous Surface Treatment(Class A-1,A-2, A-3) . . . . . . . . . . . . . . . . . . . . . . . . . . 18 404 Bituminous Surface Road Mix (Class B) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 405 Bituminous Surface Plant Mix(Class B) . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . 20 406 Bituminous Concrete Binder and Surface Course Class,I . . . .. . .. . . . . . . . . .. . . . . 21 420 Portland Cement Concrete Pavement . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . .. 23- 442 Pavement Patching . . . . ... . . . ..... . .. . . . . . . . .. . . . . . ... .. . . . . . . .. . . . . . . 24 445 Open Graded Asphalt Friction Course . . . . . . . . . . .. . .. . . . . . . . . . . . .. . . . . .. . . 26 481 Aggregate Shoulders . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . ... . .. . .. . 27 483 Portland Cement Concrete Shoulders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 501 Removal of Existing Structures . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 29 502 Excavation for Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 503 Concrete Structures . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 505 Steel Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 33 507 Timber Structures . . .. .. . . . . ... . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . 38 512 Piling . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 540 Box Culverts . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . 40 543 Insertion Lining of Pipe Culverts . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . 41 582 Bituminous Concrete Surfacing on Bridge Decks . . . . . . . . . .. . . . . . . . . . . . . . . . . . 43 601 Pipe Drains, Underdrains and French Drains . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . 44 606 Concrete Gutter, Curb, Median, and Paved Ditch . . . . . . . . . . . . . . . . . . . .. . . . . . . . 45 611 Treatment of Existing Field Tile Systems . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . 46 661 Bituminous Shoulder Curb . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 47 .669 Removal and Disposal of Regulated Substances . . . . . . . . . . .. . . . . . . . . . . . . . . . . 48 - 701 Work Zone Traffic Control . . . . . . . . . . . . . . . . . . . . . _. . 703 Work Zone Pavement Marking . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 59 781 Raised Reflective Pavement Markers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'. . . . . 60 783 Pavement Marking and Marker Removal . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 61 810 Underground Raceways . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . .. . . . . . . . . . 62 813 Junction and Pull Boxes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63 814 Handhole . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64 851 Paint Existing Traffic Signal Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 865 Breakaway Devices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66 1001 Portland Cement or Blended Hydraulic Cement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 i ' SUPPLEMENTAL SPECIFICATION' JJNTINUED) Std. Spec.Sec. Page No. 1003 Fine Aggregates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 1004 Coarse Aggregate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 1006 Metals . . . . . . . . . . . . . 71 . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1009 Bituminous Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 1020 Portland Cement Concrete 75 1040 Drain Pipe,Tile,Tubing, Drainage Mat,and Wall Drain 77 1060 Waterproofing Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-. . . . . . . . 79 1061 Waterproofing Membrane System . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . 80 1062 Reflective Crack Control System . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . 81 1080 Fabric Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82 1081 Materials For Planting . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83 1085 Electric Materials . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86 1091 Sign Face . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 1095 Pavement Markings . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . 88 1096 Pavement Markers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89 1101 General Equipment . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 1103 Portland Cement Concrete Equipment . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . 91 The following RECURRING SPECIAL PROVISIONS and RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS indicated by an'X'are applicable to this contract and are included by reference: CHECK SHEET „< RECURRING SPECIAL PROVISIONS PAGE N( 1. R. R. Protection Liability Form(Eff.6-10-58) (Rev.9-29-67)........................................................... 93 . 2. State Required Contract Provisions All Federal-aid Construction Contracts(Eff.2-1-69)(Rev'10-1-83)........:.................................................................................103 3. Specific Equal Employment Opportunity Responsibilities Non- Federal-aid Contracts(Eff.3-20-69)(Rev.1-1-94)................................................:......................105 4. Required Provisions-State Contracts(Eff.4-1-65)(Rev.4-1-93)...................................................109 5. Asphalt Quantities and Cost Reviews(Eff.7-1-88)..........................................................................112 6. Subletting of Contracts(Federal Aid Contracts) (Eff. 1-1-88) (Rev. 5-1-93)....................................113 7. National Pollutant Discharge Elimination System Permit(Eff. 7-1-94).............................................114 8. Grading and Shaping Ditches(Eff.5-1-93)......................................................................................115 9. Earthwork(Eff. 7-1-94)(Rev. 2-1-95)...............................................................................................116 10. Construction Layout Stakes Except for Structures(Eff.5-1-93) (Rev. 8-1-93)................................117 11. Construction Layout Stakes(Eff.5-1-93) (Rev.8-1-93).............................................................:...:.119 12. Controlled Low-Strength Material(CLSM) (Eff. 1-1-90) (Rev. 1-1-99)...........................................121 13. Use of Geotextile Fabric for Railroad Crossing (Eff. 1-1-95) (Rev. 1-1-97)......................................124 14. Erosion Control Fiber Blanket(Eff.3-1-91) (Rev. 7-1-96)................................................................125 15. Bituminous Surface Removal (Cold Milling) (Eff. 11-1-87) (Rev. 10-15-97) ....................................127 16. Bituminous Surface Treatments Half-Smart(Eff.7-1-93) (Rev. 1-1-97)..........................................129 17. Subsealing of Concrete Pavements(Eff. 11-1-84) (Rev.2-1-95)....................................................133 18. Asphaltic Emulsion Slurry Seal and Fibrated Asphaltic Emulsion Slurry Seal .(Eff.8-1-89)(Rev.2-1-97)..............................................................................................................136 19. Polymer Modified Emulsified Asphalt(Eff. 5-15-89)........................................................................140- 20. Reserved.........................................................................................................................................142 21. Reserved.........................................................................................................................................142 22. Reserved..........................................................................................................................................142 23. Patching With Bituminous Overlay Removal(Eff. 10-1-95)(Rev. 07-1-99)...................................... 143 24. Haul Road Stream Crossings, Other Temporary Stream Crossings,and In-Stream Work Pads(Eff. 1-2-92) (Rev. 1-1-98).........................................................................144 25. Protective Shield System(Eff.4-1-95) (Rev.8-1-95).......................................................................145 26. Pipe Underdrains(Eff. 9-9-87)(Rev. 1-1-98)...................................................................................146 27. Reserved.........................................................................................................................................147 28. Reserved.........................................................................................................................................147 29. Traffic Barrier Terminal Type 36 (Quad Guard) (Eff. 10-1-86)(Rev. 10-15-97) .........:.....................148 30. Sand Module Impact Attenuators(Eff. 10-15-76) (Rev. 1-1-99)......................................................149 31. Give em a Brake Sign(Eff;8-1-89)(Rev.8-1-91)...........................................................................151 32. Portable Changeable Message Signs(Eff. 11-1-93) (Rev. 2-1-96).................................................157 . ii CHECK SHEET RECURRING SPECIAL PROVISIONS(CONTINUED) PAGE NO. 33. Reserved......................................................................................................................................... 153 34. Aggregate Gradation Control System(Eff. 7-1-95).......................................................................... 154 35. Traffic Barrier Terminal Type 3 or 3A(Eff. 10-1-96)........................................................................155 36. Bicycle Racks(Eff. 4-1-94)(Rev. 1-1-97)........................................................................................ 156 37. Ground Granulated Blast-Fumace Slag in Portland Cement Concrete(Eff. 4-1-95) (Rev.4-1-97)...............................................................:.................................................................158 38. Guardrail and Barrier Wall Delineation (Eff. 12-15-93) (Rev. 1-1-97).....-...................................... 159 39. Rap Mixtures for Class I,Type 1 and 2 Bituminous Concrete Binder, Leveling Binder and Surface Course(Mixture C and D) (Eff. 6-30-94) (Rev. 1-1-98)............................................. 162 40. Epoxy Coating on Reinforcement(Eff. 4-1-97) (Rev. 7-15-97)........................................................163 41. Resurfacing of Milled Surfaces (Eff. 10-1-95).................................................................................. 164 42. Reserved......................................................................................................................................... 165 43. EEO (Eff. 7-21-78)(Rev. 11-18-80)................................................................................................. 166 44. Corrosion Inhibitor(Eff. 3-1-90)(Rev. 1-1-98).................................................................................173 45. Night Time Inspection of Roadway Lighting (Eff. 5-1-96)................ ................................................ 174 46. PCC Partial Depth Bituminous Patching (Eff. 1-1-98)...................................................................... 175 47. Traffic Barrier Terminal Type 1, Special(Eff. 8-1-94)(Rev. 11-1-98)............................................... 177 48. Traffic Barrier Terminal Type 3, Special(Eff. 8-1-94)(Rev. 1-1-98)................................................. 178 49. Patching with Bituminous Overlay Removal (Eff. 10-1-95)(Rev. 7-1-98)......................................... 179 50. Quality ControUQuality Assurance of Bituminous Concrete Mixtures (Eff. 1-1-99)(Rev. 1-1-00)..... 180 51. Direction Indicator Barricades(Eff. 7-1-99).....................................................................................192 RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS LRS 1 Proposal Guaranty(1-99)...........................................................................................................195 LRS 2 Cooperation With Utilities(1-99)................................................................................................196 LRS 3 Failure to Complete the Work on Time (1-99)............................................................................197 LRS 4 x Employment Practices(1-99).....................................................................................................199 LRS 5 Wages of Employees on Public Works (1-99)............................................................................200 LRS 6 x Selection of Labor(1-99)............................................................................................................201 LRS 7 Borrow Excavation (1-99)...........................................................................................................202 LRS 8 Bituminous Surface Treatments(1-99)......................................................................................203 LRS 9 Construction Zone Traffic Control (1-99).....................................................................................204 LRS 10 Flaggers in Work Zones (1-99)...................................................................................................2.05 LRS 11 Reflective Sheeting Type C(1-99).............................................................................................206 LRS 12 Construction and Maintenance Signs (1-99)..............................................................................207 p:\winword\template\spec2000.dot\ iii - State of Illinois Department of Transportation Division of Highways Springfield SPECIFICATIONS FOR BITUMINOUS MIXTURES FOR MAINTENANCE USE EMULSIFIED ASPHALT TYPE Serial Number. M 17-95 1. DESCRIPTION. These specifications cover coarse-graded and fine-graded bituminous mixtures for use in maintaining small areas on flexible and rigid type pavements. The bituminous premix shall be composed of mineral aggregate uniformly coated with emulsified asphalt HFE-300 or SS-1, or inverted emulsified asphalt CBAE-2 plus additive and prepared cold as further described below. The mixtures shall be capable of being loaded into trucks by either hand shovels or power loading equipment, shall be sufficiently workable for placing with shovels, rakes or other hand tools, and shall readily compact by hand tamping, hand or power rolling, or under the action of traffic at the mixing temperature or at temperatures as low as 40 0F., immediately after preparation or over a period of several months in a stockpile. The mixture shall remain in place when used to patch wet or dry pavements and shall be stable under normal traffic conditions. 2. MATERIALS. Control of the materials shall be in accordance with the general requirements of Section 106 of the current Standard Specifications for Road and Bridge Construction. At the discretion of the Engineer, a twenty-five pound sample of the aggregate (s), a one-quart sample of the bituminous material and a one-pint sample of the additive shall be submitted to the Bureau of Materials and Physical Research, 126 East Ash Street, Springfield, Illinois, for checking the dosage rate and compatibility of the additive with the other ingredient materials. (a) Aggregate 1: Coarse Aggregate shall 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. 2. Fine Aggregate shalt consist of sand, stone sand, stone screenings or chats of Class B quality or better, as defined in Article 703.01 of the above cited Standard Specifications. (b) A i iv 1. When CBAE-2 is used, an anti-stripping additive approved by the Department shall be required. The additive shall be added to the bituminous material at the dosage rate (0.8 to 1.5 percent by weight of total liquid) recommended by the Engineer and shall be thoroughly mixed for at least four(4) hours prior to being incorporated into the mix. A list of approved additives is available on request. u Serial Number. M 17-95 (c) Bituminous Material The bituminous materials used shall be either emulsified asphalt HFE-300, SS-1, or inverted emulsified asphalt CBAE-2. 1. Emulsified asphalt HFE-300 shall conform to the requirements given in Article 709.07 of the Standard Specifications. Emulsified asphalt HFE-300 shall be formulated to possess the characteristics required to produce a mixture conforming to the requirements of this specification. 2. Emulsified asphalt SS-1 shall conform to the requirements given in Article 709.07, of. the Standard Specifications. 3. Inverted emulsified asphalt CBAE-2 shall conform to the following requirements: Flash Point(Cleveland open cup)° F.---------- 175 + Viscosity, Saybolt Furol @ 140° F. (SEC) ------- 100-300 Water Content % by weight------------------ 3 -9 Asphalt Content% by weight----------------- 65 min. Solvent Content% by weight------------------ 12-25 Test on Distillation Residue Penetration at 77° F. , 100 g. , 5 sec. ------------120 -300 Ductility at 77° F. , 5 crrt/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 Department. 4. PLANT AND EQUIPMENT. Storage facilities and all equipment used in the preparation of the mixture shall be approved by the.Department. An approved drier 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 mixture of approved design and capacity shall be used in mixing 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 obtained. 5. PREPARATION OF MIXTURE. At the time of mixing, the aggregate shall not contain enough moisture to cause drifting of the emulsion from the aggregates. The aggregate and bituminous material shall be measured separately and accurately by weight or volume. When a batch type mixer is used, the aggregates shall be added to the mixer and mixed thoroughly. The bituminous material shall then be added and mixing continued for a period of at least 30 seconds or longer if necessary to produce a homogeneous mixture in which all particles of the aggregate are coated uniformly. For safety reasons, when inverted emulsified asphalt CBAE-2 is used, the temperature of the aggregate must not exceed 175°F. �.,i -2- Serial Number. M 17-95 6. COMPOSITION OF MIXTURE. The ingredients shall be combined in such a manner as to produce a mixture which when discharged shall be workable. The mixture shall conform to the following composition limits by weight: Crushed Stone. Crushed Gravel or Chats Gravel Graduation of Extracted Aggregate: (100%) Coarse Fine Binder Mixture Surface Mixture Surface Mixture Surface Mixture Percent Passing Sieves 314 inch 100 — — — 112 inch 75-94 100 95-100 — 3/8 inch 64-78 90-100 -- 95-100 No. 4 32-45 65-86 50-75 50-85 No. 10 22-34 28-50 30-60 35-65 No. 200 0-5.0 0-6.0 0-10.0 0-10.0 Residual Bitumen (Includes Additive) 4.0-5.0 5.0-6.0 4.0-5.0 5.0-6.0 7. LEGAL RELATIONS AND 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 NOTE: Inverted emulisified asphalt CSAE-2 is a combustible liquid and should be handled as a hazardous material. All local, city, county, state and federal regulations in handling a hazardous liquid should be followed. Form LX-1 Effective September 1,1995 This specification supersedes Serial Number M 17-79, effective April 1, 1979. u -3- State of Illinois Department of Transportation Division of Highways Springfield SPECIFICATIONS FOR BITUMINOUS MIXTURE FOR MAINTENANCE USE MEDIUM CURING LIQUID ASPHALT TYPE Serial Number. M19-95 1. DECRIPTION. These specifications cover bituminous mixtures for use in maintaining small areas'an flexible and rigid type pavements. 2. MATERIALS. Control of the materials shall be in accordance with the general requirements of Section 106 of the current Standard Specifications for Road and Bridge Construction. At the discretion of the Engineer, a twenty-five pound sample of the aggregate (s), a one-quart sample of the bituminous material and a one-pint sample of the additive shall be submitted to the Bureau of Materials and Physical Research, 126 East Ash Street, Springfield, Illinois, for checking the dosage rate and compatibility of the additive with the other ingredient materials. (a) Aggregate 1. Coarse Aggregate shall 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. 2. Fine Aggregate shall consist of sand, stone sand. stone screenings of chats of Class B quality or better, as defined in Article 703.01 of the above cited Standard Specifications. (b) A i iv The additive shall be an anti-stripping additive approved by the Department. The additive shall be added to the bituminous material at the dosage rate (0.8 to 1.5 percent by weight of total liquid) recommended by the Engineer and shall be thoroughly mixed for at least four (4) hours prior to being incorporated into the mix. A list of approved additives is available on request. (c) Bituminous Materials The bituminous material used shall be either liquid asphalt MC-250 or MC-800 conforming to the requirements of Article 709.09. Medium Curing Liquid Asphalt, of the above cited Standard Specifications. The Engineer reserves the right to specify the grade to be used. Serial Number. M 19-95 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 mixtures to the Department. 4. PLANT AND EQUIPMENT. Storage facilities and all equipment used in preparation of the mixture shall be approved by the Department. An approved drier shall be available for surface drying the aggregated when needed. The materials for individual batches shall be measured accurately either by volume or weight, by approved methods and equipment. A batch type mixture of approved design and capacity shall be used in mixing 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 obtained. 5. PREPARATION OF MIXTURE. The aggregate shall be surfaced dry at the time of mixing and shall contain not more than*1.5 percent moisture by weight. Aggregates which do not conform to this requirement shall be dried by natural or artificial means before being used in the mixture. The mixture at the time of mixing shall have a temperature above 150° F. and below the flash point of the bituminous material. The bituminous material shall be heated to such a temperature that it will be workable when used in preparation of the mixture. 6. COMPOSITION OF MIXTURES. The Department shall specify the type (gradation) of the mixture to be used. The ingredients shall be combined to produce a mixture meeting the approval of the Department and conforming to one of the following composition limits, by weight, as determined by tests of the prepared mixture. Gradation of Extracted Aggregate (100%) Percent Passing Sieve Nominal Size 1/2" to No. 4 1/2" to No. 10 3/8" to No. 10 3/8" to No. 200 1/21, 100 100 -- — 3/8" 60-90 -- 100 100 No. 4 0-25 30-55 20-50 25-45 No. 10 0-15 20-50 0-15 15-30 No. 40 — 5-20 — 5-15 No. 200 0-6.0 0-5.0 0-6.0 0-6.0 Residual Bitumen, (Includes Additive)% 3.0-5.0 4.0-7.0 3.0-5.0 3.5-7.0 -2- L. U Serial Number: M19-95 Gradation of Extracted Aggregate (100°/x) Percent Passing Sieve Nominal Size Alternate Alternate Alternate 1/2" to No. 200 318" to No. 10 3/8" t4 No. 200 11211 95-100 -- — 3/8" -- 100 100 No. 4 50-75 20-65 25-65 No. 10 35-50 0-15 15-30 No. 40 5-25 -- 5-15 No. 200 0-5.0 0-6.0 0-5.0 Residual Bitumen, (Includes Additive)% 4.0-6.0 3.0-5.5 3.5-7.5 The percentage of bituminous material shall be determined by the Engineer. The right is reserved to make, at any time during the progress of the work, such changes in the proportions of bitumen and aggregate as the Engineer may consider necessary or desirable within the limits of the specifications. After the proportions of the ingredient materials have been set there shall be no variation from the same without the Engineer's approval. It is the responsibility the producer to produce a mixture conforming to the requirements of these specifications and satisfactory to the Department. 7. LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC. The laws to be observed; permits and licenses, patented devices, materials, and the processes; and responsibility for damage claims, shall be in accordance with the requirements of Section 107 of the above cited Standard Specifications. Form LX-1 Effective September 1, 1995 This specification supersedes Serial Number M 19-81, effective January 1, 1981 -3- u State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of Local Roads and Streets SPECIFICATION FOR ROCK SALT 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 of the Standard Specifications except that the gradation shall be as follows: Passing 12.5 mm (1/2 inch) sieve . . . . . . . . . . . . . . . . . 1000 Passing .9 .5 mm (3/8 inch) sieve . . . . . . . . . . . . 95 to 1001 Passing 4 .75 mm (No. 4) sieve . . . . . . . . . . . . . . 20 to 901 Passing 2 .36 mm (No. 8) sieve . . . . . . . . . . . . . . 10 to 601 Passing 600 micron (No. 30) sieve . . . . . . . . . . . . 0 to 101 Permissible Variations - A 5 percentage point tolerance on each sieve, except the 12.5 mm and 9.5 mm (1/2 inch and 3/8 inch) shall be allowed for material sampled after delivery to the purchaser. The Department will reject any shipment of Rock Salt that is outside of these tolerance limits . The right is also reserved to reject any shipments of rock salt which are delivered in a frozen or caked condition or which contain free water. The sodium chloride (NaCl) content shall be not less than 96.01. Permissible Variation - A 0.51 tolerance in the content of sodium chloride (NaCl) from the prescribed chemical composition shall be permissible for samples taken at destination. The Department reserves the right to accept delivery of Rock Salt which, according to analysis by the Department, has a sodium Chloride (NaCl) content of less than 96.0 percent, but is not less than 90 .0 percent. When such exceptions are allowed, payment will be adjusted. METHOD OF MEASUREMENT Rock Salt will be measured by the metric ton (ton) . BASIS OF PAYMENT This work will be paid for at the contract unit price per metric ton (ton) for furnishing and transporting ROCK SALT based on the sodium chloride content. Payment will be in accordance with the following schedule LR 663 (Rev. 1-97) NaCl Content 96% to 1000 Net Bid price per ton. NaCl Content 95% to 96o Bid price less $0.50 per metric ton (ton) . NaCl Content 94% to 950 Bid price less $2 .00 per metric ton (ton) . NaCl Content 900 to 940 Bid price less $4.00 per metric ton (ton) . Material with less than 90% sodium chloride will be rejected. 2 LR 663 (Rev. 1-97) State of Illinois Department of Transportation `.. SPECIFICATIONS FOR SODIUM CHLORIDE (Rock Salt) Serial Number: M 36-86 I . GENERAL REQUIREMENTS 1 . SCOPE. This specification covers the furnishing, transporting, and inspection of Sodium Chloride (Rock Salt) intended for use as a deicer and for road construction or maintenance purposes. 2. SAMPLING AND TESTING. Unless otherwise provided, all materials shall be sampled and tested in accordance with the latest published standard methods of the American Society for Testing Materials, and revisions thereof, in effect on the date of the invitation for bids, where such standard methods exist. In case there are no ASTM Standards which apply, applicable standard methods of the American Association of State Highway Transportation Officials, or of the Federal Government or of other recognized standardizing agencies shall be used. 3. INSPECTION. The Department reserves the right to make inspection and tests of the Sodium Chloride, either at the origin of the �.. shipment, at barge unloading points, or at destination, whichever is most convenient for the Department. 4. DELIVERY. Sodium Chloride transported in open trucks or in open top railroad cars shall be covered to provide protection against the _ weather, The obligation for the protection of the Sodium Chloride rests solely with the vendor. (Holder of the purchase order.) Deliveries made by motor truck will be accepted only during the reaular work days and working hours, except when special arrangemients have been made in advance with the District Engineer to whom the shipment is directed. All bulk Sodium Chloride that is delivered by motor trucks is to be transported in dump trucks or in self-unloading vehicles. It shall be the responsibility of the vendor to unload the Sodium Chloride in storage bins or stockpiles as directed by the District Engineer. All releases will be for amounts that rill either make a full truck lot (20 tons) or a full carload lot (40 tons). Vendors will not be expected to haul partial loads or ship in less than carload lots. 5. PACKING AND MARKING. Vendors who hold purchase orders for delivery of Sodium Chloride in baos shall furnish a sturdy multiwall kraft paper bao, the contents of which shall not exceed 100 pounds of Sodium Chloride. The name of the manufacturer and the net weight shall be shown on the outside of each bag. II . MATERIAL REQUIREMENTS _. 6. SODIUM CHLORIDE. These requirements cover Sodium Chloride obtained from natural dEposits (Rock Salt) or produced by man (evaporated, Solar and other) . The Sodium Chloride shall meet the following physical and chemical requirements. : (a) Physical Composition: Passing a 1/2 inch (12.5 ., ) sieve, . . . . . . . . . 100% Passing a 3/8 inch (9.5 mm) sieve, . . . . . . . . . . 95 to 1001 Passing a No. 4 (4.75 mm) sieve. . . . . . . . . . . . . 20 to 90% Passing a No. 8 (2.36 mm) sieve. . . . . . . . . . . . . 10 to 60% Passing a No. 30 (600 um) sieve, . . . . . . . . . . . . 0 to 10% Permissible Variations - A 5 percentage point tolerance on each sieve, except the 1/2 inch and 3/8 inch, shall be allowed for material sampled after delivery to the purchaser. The Department will reject any shipment of Sodium Chloride that is outside of these tolerance limits. The right is also reserved to reject any shipments of rock salt which are delivered in a frozen or caked condition or which contain free water. (b) Chemical Composition: The sodium chloride (NaCl) content shall be not less than 90.0%. Permissible Variation - A 0.5% tolerance in the content of sodium chloride (NaCI) from the prescribed chemical composition shall be permissible for samples taken at destination. (c) Exceotions and Penalties: The Department reserves the right to accept delivery of Sodium Chloride which, according to analysis by the Department has a sodium chloride (NaCl) content of less than 96.0 percent, but is not less than 90.0 percent. When such reservation is applied, pa nient will be made on the following basis: (1 ) When sodium chloride (NaCl ) content is less than specification requirements, but is not less than 95.0 percent: Quoted price f.o.b. county or destination - Less X0.50 per ton. (2) When sodium chloride (NaCl) content is less than 95.0 percent but is not less than 94.0 percent: Quoted price f.o.b. county or destination - Less X2.00 per ton. -2- (3) When sodium chloride (NaCl ) content is less than 94.0 percent ..i but is not less than 90.0 percent: Quoted price f.o.b. county t or destination - Less $4.00 per ton. The right is also reserved to make a deduction for moisture by weight based on the per ton price of the Sodium Chloride. All penalty deductions shall be made on the basis of the sodium chloride (NaCl) content and the moisture content as determined by the Illinois Department of Transportation. 7. BASIS OF PAYMENT. The Sodium Chloride will be paid for at the contract unit price per ton for furnishing and transporting Sodium Chloride to the Illinois Department of Transportation. Effective June 1, 1986 (This specification supersedes Serial Number 36-85 issued October 1 , 1985. ) State of Illinois Department of Transportation Division of Highways Sprinqfield, Illinois SPECIFICATIONS FOR BREAKAWAY "U" METAL POSTS FOR SIGNS Serial Number: M 125-89 1 . DESCRIPTION: These specifications cover breakway galvanized steel posts utilizinq separate upper base post sections coupled with a retainer strap for use in erectinq highway siqns. The posts and retaining strao shall be "EZE-ERECT_" manufactured by Franklin Steel Company or approved equal . - The posts and method of couolinq shall be certified as meetinq the reouirements of FHWA Notice N5040.20; dated Julv 14, 1976, with a- change in momentum of 750 pounds Der second or less. Test data shall be furnished indicatinq that, in most instances, y the base post remains usable after the uooer post has been broken off. The test data shall also ndicate that the retaining strap retains attachpd to both the upper and base oosts after impact, causing the uooer post to fall under an iroactinq vehicle. MATERIALS - 2. POSTS: Posts shall be rolled fro:i hick-strencth, hot-rolled steel conforminq to AST.N Desiccation A . 499, -codified to 60,000 psi M, nimum tensile or equal. 3. RETAINER STRAP : The strati shall he fabricated from AISI 1020 steel . 4 . BOLTS AND PUTS: Bolts shall he 3/8 -16 UNC x 2 inches long, hex head, flanged bolts, ASTM A 354, Grade BO (Grade 8) . Nuts shall he hex head, f lannP; lncx nitt, 3/8 -16 UNC, AST!-: A 563; Grade D. FABRICATION A!;D FINISH 5. CROSS SECTION: The cross section of the Gosts steal i be a flanged channel , the nom;nal dimensions of which shall conform to those Shn�•n on the attachprj drawir., fnr the tvGp, or tyoes. of posts SGec : f ' ed. :40 var '*arfrp W� il re n•--ied n-1 the posts' cross Se�tiQn exceGt X35 nntFd herp'r., 6. *Ef,GTH: The ler:th of �,Q�l-GO'�^G aid 2. 50-Gound uooer GoStS shall ~F as svec 'f ' Pd. The lenoth If the 4.00-Gound base Gosts shall be 3 '6", and the lenCth of the 2.50-Gound base posts shall by 4 '0" Serial Number: N 125-89 Page 2 of 2 . 7 the with tolerances of + 1 .0" on lo,•er " � _ posts and 1.5 on the upper - posts. 7, WEIGHT: The weight of the posts, Der foot of length, may have a tolerance of + 3.5 percent. 8. PUNCHING: The base oost shall be punched with 7/16" diameter holes, 1" centers, 18 holes, with the first hole 1" from the too. The base post shall be pointed. The uooer post shall be punched with 7/16" diameter holes, 1" centers, full length, with the first hole 1" from the too of the oost and the last hole 112" from the bottom of the post. 9. GALVANIZING: The posts and reta:r.inq straps shall be galvanized to conform to ASTM A 123. The weiqht of the galvanizing shall average 2.0 ounces per souare foot of actual surface and shall be not less than 1 .8 ounces. All ealvanizinq shall be done after fabrication and punching has been comoleted. Bolts and nuts shall be mechanically galvanized to ASTM 8 695, . Class 25. 10. WORKMANSHIP AND FINISH: The oosts shall , be symmetrical and well formed. They shall he free fron injurious defects which will imoair their strenqth or aooearance. The zinc coating on the steel posts shall be free fro^ such imperfections as lunos, Misters, uncoated soots, dross, and flux. All holes and sheared ends shall be Co'merciall,y free of hiirrs . 11 . TENSION; TESTS: The tensilp orooerties of the metals shall be dE.ErT.ined in accrrdancE with AST1•: A 370. 12. SAMPLES AND INSPECTION: The vendor shall furnish, free of charge, ;;11 full-Size suecimens nPcPrsary for c,erforninc tree tests . All unstS shall ht, 'nSGectpr, by the De,artment of Transoortat ion for comoliance kith the sopcif 'c:at�ons. The insoection may be UE+r`,-;t'.T•E+1 t,uvr• t`?e {::rn $ 'r'f GOSts S!1hsPcuPr.t to delivery or a. .hp claCe of mar-ofaCture. at the notion of the Deoartment of 'rarsoortation. Any insoector reoreser.tina the Deoartment shall have free entry to the oarts of the manufacturer' s plant which rnr.Cprn the Urnrluct`On of the vostS. 13. r,',I=CT I ON: Failure of the ens tS to t: PEt any Of the requirements ()(. these soeccf ications will he cause for rejection. 14. PAC%:AGiNG: Posts shall he securely bundled with 4 or more steel straps and shall ;,piah aboroximately 2,000 oounds oer bundle. This s:,EC ificatinn is effpctivr- r.ove-:t.er 16, 1989, and supersedes Serial M 125-83, ca`.ed July 1963. State of Illinois De_art=e_t- of P blic Works and Buildings Divis ion of Highways SFECIIFICAT i 0 S FOR CALCIUM C ORIDg Serial Xu`cer: M 3?-57 1. DESCRIPTION. This specification covers furnishing and transporting calcium chloride. 2. SA2•' G TESTIENTG. Calci= c:for ide shall be sai:o_l ed and tested in.acco:d- ance with the latest sta--d"ard methods of the American Society fo- Testing Materials. If the material is sa-pled after delivery, a 3 Per cent variation in content of CaC12 from the chemical ccmposition pre- scribed in Section 3 shall be permissible. 3." Y-At'RIAL. Calcium c_ILI-oride shall meet the followi-a recuire_ents for che^ical' com_osition a=d g.adaticn. a. Calci= Chloride (T fee 1, Regular Flake Calci um Chloride) (1) Chemical Comrositicn Calcium chloride, CaC12 (anrydreus), sin. per cent . . ... . . .... . . . . . ... . . .. . . . . .. . .. . .. .. .. . . . '7 Teta'_ a''`ali chlorides calc•jIate= as NaCl, max. per ce.n-:. . . . 2.0 Total -;k9-es4 - as 1 12, .ax. per cent . . . . .. .. .. . . . . . . . . . . . . . .. . . . . ... .. . .. . . . . . C.5 Other ;-�~•_{ties, •(not• i_.c'_ud4-- .rater) rax. per cent . ... . . . .. .. . .. .. .. . . . . . . . . . .. . . . .. .. . ... . . 1.0 (2) Grae-a ticn. V er tested by l aborate-r sieves, it shall meet t=e fc"cw- Passi=ng 3/8-4nc- sieve, per czZ. . . . . . . . . . . . . .. . . . . . .. . . 1^O Passir-z :moo. 4 sieve, ma. per cent . .. . . . . .. .. .. . ... . . . . 80 rass g No. 20 sieve, max. per cent ?0 n.__:� . . . . . . . . . . . .. . . . . . . . b. Calciu= C"Glor:de (Ty-pe 2, C_—mce.trated _1a2_, Pellet c: otter Gran':1a= Ca-:c_..-- C.2?cr__e) (1) Che=ical Co=_csitic:: Calciu✓ chloride, CaC12 (anhydrous), :. _uer cant . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . c:. Ic ba l G-kal= chicrides, calcu{l G tied'. as NaCl, max. per ce^t ... . .. . .. . . 5.0 Total as nzx• per c en H •. • • •• . • • . • . . •. • • • . . • • • • • . . • . . . • • 0.5 Other L::,- t. ,ri _es, (not L^_cludi- .later) max. per cent . .. ... . . . . . . . . . . . ...•. . . . . . . . . . . . ...... .. .. 1.0 �-' (2) Gra^ --�^ T' tested by laccrator;r s_e•res it shall. meet the foilOw- . ztic._. �h_=n test_ , ing Pass'_--_ ch sieve, 2'er seat . . . . . . . . . . . . . .. . . . . . . . . ICJ Pas s-ng 'To. 4 sieve, min.. per cent• 10 Pas s•- No. 20 sieve, -1f. per cent . . . . . . . . . . .... . . . . . . 10 4. PAaCING Aiv'7i MAF{?N;G Page 2 a. The calcium chloride may be delivered in mcist'areproof bags containing not more than 100 lb.. each, or it m_.y be delivered in b'-0-k in tar- cars, covered hep_er cars, or covered trucks . b'.Lk shi_ments shall be used i T'"_.ediately u:on arrival at destination. b. The name of the manufacturer, name of the product, net weig.'t, and percent- age of calcium chloride guaranteed by the manufacturer shall be legibly narked on each container except it the case of b•..?k shi=eats where this information shall be shun on the invoice. 5. ALT::=,ATL MATERIAL. Unless otherwise specified in the r-opcsal, the total quantity of calcium chloride shall be based on using Type 1, regular flake calcium chloride having a guaranteed anhydrous calcium chloride content, *by. weight; -of 77 per cent. Veen the Proposal per-its alternate types of calcium chloride, the bids shall be cc=-erred on the basis of the guaranteed anhydrous chloride content, using ratio of 94 for Type 2 to 77 for Tyree 1. 6. COt-Gr UTrAT10N OF 3=S. In computing the le w bid on cal c iu=, cil oride f-o.b. destination, when bids are received for alternate for---.s, the gr r anteed Percentages of anhydrous chlor4 de of 77 for calcilz:_, c_^.lcr ide Ty_e 1 and 94 for calci= chloride Type 2 wii l li be az_l=ed (1) to both t^e unit bid price f.o.b. poi at of origin and to the fre_g_t rate per tcn from roi=t of origin to desti: ticn, when the bid is submitted in that m_.:rier; or (2) to the unit bid price °er f.o.b. destination delivery, w1hie: the bid is submitted in that ranner. 7. lo=HCD OF t ASu?. "^;T. Calc-4= chloride shall be meas-_ed by weight' t:e u-:. of meas,:. e=e:t being the ten. F rt�-�.-�r+ T' a l.o ^1 Will 1je pa 4d °cr at the contract unit price per 8. P.�SIS Or r.�t._.+ he -:.t_ri� i - tcn for -Pa—mishi^.g and Trans-crv;.ng Calci,,= C-Icride. Effective June 3, 1957 (This s_ecif ication sL'_erseaes Serial Nu::.-er M 33-5-) Fc.-a L`!-1 FLANG ED CIL\N E PR'O?ZRTT'=S VEIGIET DMENSIONS All E_1 X-NA\IS Y-YA;SIS Pri1 FOOT• {{ ,.A,. I ..R.. ..0.. ..D,. IN= I (1n41 S fIn'1�1 I (In"1 S ('•^"I I - I 1.56= i 3.12S 1.2=0 .635 .743 .233 .259 .551 .353 I _ t 4.00 1.750 3.500 1.E71 .719 1.190 .500 .560 11.190 1.090 Gove:rt:b Section ' I � ' Signpost ! ! ( Hex. head, f(cnge bolt Grid (ocknut 4 req`d: • T t!',is c j D� J i��J I• f :j - j 1.10 j;� f `-� natciner spccer strap 1" for 2.3 lb./ 1.12" for 4.0 lb. Bcsepcst °•� I _f i _ I• T 31-11 C�+ fr co:j J IL ( t i jo i,o I i I d Moll joy% - p �!Oil -- l j , • - _ 1 11 1.R- �I4 — 2" I n _t •� t Ilol' �� f'. i I 1 �_ :.6_• 1 I I 5 S sCE P'-'S T S,G�I POST HE X. HEAD-I\TEG?�L �L�,;N;G : TAB`? - S?aCER ST0.�^-,? COLT AND LOCr;NU T DESIG,� D--- ='?iL5 FOR *=iAL POSTS P:;D iir2'J; Air\—c i • I I 1121 ROAD gr "- CONSTRUCTION Et)D O g I NEXT X MILES CONSTRUCTION I � I ---------- ............ I I G20-1(01.6036 G20-2(01-6024 I U U This slonlno Is required for ON projects dyer I min. 3200 m(2 mllesl or more In length. T e A m x 1 m m x Type A (121 ROAD CONSTRUCTION NEXT X MILES sign shall flasher 16) �I l61 Rl1 16) flasher RII-4 be placed 150 a(5001)In advance of project. as ROAD ROAD CaotAD aoas asua 1 CLOSED 10 To END CONSTRUCTION sign shall be erected Tw+u TRAFflt TMU TAWFIC at the of the job unless another job Is within Edge of 3200 a 12 mllesl. shoulder Pavement Pavement WORK LIMIT SIGNING ROAD CLOSED TO ALL TRAFFIC ROAD CLOUD TO ALL TNIIU TRAFFIC Reflectorized striping may be omitted on the Refleatorized stripping shall appear on both bock side of the barricades. The barricades shall sides of the borrloodes. The barricades ahoy be to the edge of the.Moulders except when bs to the edge of the pavement except otherwise directed by the Engineer or shown on when otherwise directed by the Engineer or the detailed construction plans. shown on the detailed construction pions. Type A monodlrectlonol flashing light TYPICAL APPLICATIONS OF " m (6'►min. - a Il2'1 max. TYPE III BARRICADES CLOSING A ROAD 12,) 124) to L— - — .2 m mo 100x100(4x4) 14'1 nom. wood pas 2 Edge of 2.4'to min o pavement Tripod d (6'1 S a t or face E m min ,f of curb J.2 tv min, It-fill W N 141) 1.5 m15'Imin ll E 2 r v l Elevation of edge ovation of ad o@ e Paysd Moulder embedment El of pavemen of \ pavement TYPICAL SIGN INSTALLATIONS r r r 17r—� GENERAL NOTES Al When curb or paved shoulder are present this dimension shall be 600 mm 124'•1 to the face of Curb or Ls m l6'1 to the outside TYPE A TYPE D TYPE C edge of the paved Moulder. ROOF MOUNTED ROOF OR TRAILER UOLPTED TRAILER UOUNTED All heights shown sholl be meosured above the pavement surface. I As dimensions are In mllte,etees linches) ARROW BOARDS L"a" otherwise shown. DATE REVISIONS ®,.a,ewar,..n,,tvewor,a„w. -97 Renv^ Standard 2298-12, TRAFFIC CONTROL Revised construction DEVICES speed limit sign. Rev, hel ht abovo ov't ISheat I of 31 for TYP a arrow board, STANDARD 702001 Q N _ 16 n U2')max. Q A 1.2 m N'1 m A x QQ centerline, ,n of support _''1 ienpt Optlonol unstrlPed bottom roll �'6 100x100 TYPE lA BARRICADE TYPE I BARRICADE TYPE lI BARRICADE 14x" vS SOxSOxS(2x2x1 Angie o f! '50 SOO 12x2 x/,, tubing d SOx100 12x41 E _ 12 per support) 400 -1 a 1241 �_ 450 min. 1121 !3 11e) 300 Tubing welded I 1 1121 ,- -to base t51 IT! 150 150 I (61 16) I S\ IQ c / 200 ,BI Federal aortas C 160 171 Federal serles B Baee Steel plotes 1181 I g? (When I S m N specified) I � �� -- 1.6n 15'1 16'1 RT7�- 513 li 1 ' TYPICAL WOOO SUPPORT TYPICAL STEEL SUPPORT C, t20%:) - s—- t 1I& TYPE III BARRICADES E ` 430 min. lo(%l Dio. I 1 450x!40 Orange flaps / 'O ] holes I 118x181 1181 1\ N !1' STAFF FRONT SIDE REVERSE SIDE !t. 100-I50 14-61 FLAGGER TRAFFIC CONTROL SIGN ! of SvECIF1E01 DRUMS AND SAND MODULE T IMPACT ATTENUATORS u2) T 1el^ N dimensions are In mnh^etere Mcheal Q SZ ,'�„ l]I tr"" ath*rrlee shown. _E 141 Tom— �y m ®rwW,a,,,,„,,,„,,,,,a,,,, N g TRAFFIC CONTROL e Orange OfO^g° DEVICES ,w Al wrw.w ins M6 HIGH LEVEL WARNING DEVICE (Sheet ] of ]) r.no.ce mr # VERTICAL PANELS REFLECTORIZED CONES CONES STANDARD 702001 Illinois Department of Transportation Division of Highways/ District 3 700 East Norris Drive/Ottawa, Illinois/61350-0697 Telephone 815/434-6131 August 25, 2000 Ms. Deborah Simmons City Clerk 800 Game Farm Road Yorkville, IL 60560 CITY-MFT Yorkville Section 00-00000-00-GM Dear Ms. Simmons: The resolution adopted by the City Council of the city of Yorkville on April 13, 2000 appropriating $37,130.00 of Motor Fuel Tax funds for the maintenance of streets and highways in the city from May 1, 2000 to April 30, 2001 was approved today. The municipal estimate of maintenance costs for $37,130.00, the maintenance engineering statement, and 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 $37,130.00 of Motor Fuel Tax funds for this section has been approved and should appear on the city's next Motor Fuel Tax computer printout. Bids are required for purchases of materials if the expenditures exceed $10,000 during any calendar year either (1) for the same type of material, or (2) from any one vendor if the purchase includes the placement or incorporation of the material. One copy of the approved maintenance papers has been forwarded to Joe Wywrot, City Engineer. Sincerely, James J. Jereb District Engineer r/ By: J es R. Threadgill III Distri Local Roads & Streets Engineer cc: Debra Baxter, MFT Auditor Joe Wywrot, City Engineer