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Resolution 2002-20 ��.0-c1O►.� a doa. av Illinois Yt(Y1PJ'lt Resolution for Maintenance of Streets and Highways by Municipality Of TransportalU0n 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 $47,103.00 of Motor Fuel Tax funds for the purpose of maintaining MAI 1 streets and highways under the applicable provisions of the Illinois Highway Code from-asw�w - 2002 to&=L r 2003 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. Clerk in and for the (City,Towh or Village), Cl County of hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the -�� \ ` at a meeting on 3 CA, (Councir or President and Board of Trustees) � Dffie IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) Clerk (City,Town 4r Village) APPROVED Date Department of Transportation District Oineer GE BLR 4123(Rev.6/2000) I1inois Depadmertt Municipal Estimate of ' of Transportation Maintenance Costs PerFI 1d from 05/01/2002 to 04/30/2003 Municipality United City of Yorkville Estimated Cost of Maintenance Operations Material. EauiDment or Labor Maintenance Operation Quantitv Unit Operation (No.-Description-Total Quantity) Item and Specification and Unit Cost Cost Cost 1. Bituminus Patchina Bifuminus Cold Patch 96 Ton 73.00 7008.00 7.008.00 Class 1 Surface Courst 85 ton 35.00 2975.00 2,975.00 2. Signs and Posts Various Street Signs 150 signs 45.00 6750.00 6,750.00 Si n_Posts 150 Ea 15.00 2250.00 2,250.00 3. Snow Removal Bulk Rock Salt 800 Ton 33.90 27120.00 27,120.00 ' Liquid Calcium Chloride 1000 Gal 1.00 1000.00 1,000.00 �f- ok�N�lr60 /-je.m 5ti Au c�v j 7" of T sic FJiO G "Ti�-�-G , Total Estimated Maintenance Cost 1 $47,103.00- Submitted Director O F- I,Pt t bLt(.G MU209official Title "'ir,`� .S District E g' eer Gr Submit Four(4) Copies to District Engineer BLR 8202(Rev.7/01) R Illinois Department of Transportation Division of Highways/ District 3 v--i 700 East Norris Drive/Ottawa, Illinois/61350-0697 Telephone 815/434-6131 August 8, 2002 Ms. Jacquelyn Milschewski City Clerk 800 Game Farm Road Yorkville, IL 60560 CITY-MFT Yorkville Section 02-00000-00-GM Dear Ms. Milschewski: The resolution adopted by the City Council of Yorkville on July 9, 2002 appropriating $47,103.00 of Motor Fuel Tax funds for the maintenance of streets and highways in the city from May 1, 2002 to April 30, 2003 was approved today. The municipal estimate of maintenance costs for $47,103.00 and the material proposal were 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 $47,103.00 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 maintenance period 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 Eric Dhuse, Director of Public Works. Sincerely, James J. Jereb District Engineer By:dames R. Threadgill III �E District Local Roads & Streets Engineer cc: Eric Dhuse, Director of Public Works Debra Baxter, MFT Auditor RETURN WITH BID PROPOSAL SUBMITTED BY Contractors Name Street P.O.Box City State Zip Code STATE OF ILLINOIS J COUNTY OF1Q�1 L E OL M61-n G i-17V O O L (Insert name of City,Village, own or Road District) Lt_ N W L D ESTIMATE OF COST,SPECIFICATIONS, PLANS, MATERIAL PROPOSAL,CONTRACT PROPOSAL, Z m CONTRACT AND CONTRACT BOND. Z W O (Strike out that which is not applicable) W = U ~ O Z Z FOR THE IMPROVEMENT OF W 4--tY � VAM06 STREET NAME OR ROUTE NO. "�O SECTION NO. ) U � .� TYPE OF FUNDS W Z c— TO BE CONSTRUCTED UNDER Z THE PROVISIONS OF W 0 THE ILLINOIS HIGHWAY CODE m �Submitt �t Approved/Passed APPROVED DEPARTMENT OF TRANSPORTATION Highway Commissione Mayor resident of Board of Trustees For County and Road District Projects Only Date S g O Z Submitted/Approved tivl� I L"L�— Distric ineer County Engineer/Superintendent of Highways t 4-6 '*-.0" 1 61 IL 494-0328 BLR 5701 (Rev.4/2000) r CHECK SHEET FOR RECURRING SPECIAL PROVISIONS Adopted January 1,2002 The foil—Ang RECURRING SPECIAL PROVISIONS and RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS indicated by an"X" are E Able 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)......................................... 1 2 Subletting of Contracts(Federal Aid Contracts)(Eff. 1-1-88)(Rev. 5-1-93).................................................................................. 3 3 EEO(Eff. 7-21-78)(Rev. 11-18-80)............................................................................................................................................ 4 4 Specific Equal Employment Opportunity Responsibilities Non Federal-aid Contracts(Eff. 3-20-69)(Rev. 1-1-94)......................... 15 5 Required Provisions-State Contracts(Eff.4-1-65) (Rev. 4-1-93)................................................................................................ 21 6 R.R. Protection Liability Form (Eff. 7-1-58)(Rev. 9-29-67).......................................................................................................... 26 7 Asphalt Quantities and Cost Reviews(Eff. 7-1-88)...................................................................................................................... 42 8 National Pollutant Discharge Elimination System Permit(Eff 7-1-94)........................................................................................... 43 9 Haul Road Stream Crossings, Other Temporary Stream Crossings, and In-Stream Work Pads(Eff. 1-2-92)(Rev. 1-1-98)........... 44 10 Construction Layout Stakes Except for Structure"(Eff. 1-1-99)(Rev. 1-1-02)............................................................................... 45 11 Construction Layout Stakes(Eff. 5-1-93) (Rev. 1-1-02)..................................:............................................................................ 48 12 Use of Geotextile Fabric for Railroad Crossing(Eff. 1-1-95)(Rev. 1-1-97)................................................................................... 51 13 Asphaltic Emulsion Slurry Seal and Fibrated Asphaltic Emulsion Slurry Seal (Eff. 8-1-89) (Rev. 2-1-97)....................................... 53 14 Bituminous Surface Treatment Half-Smart(Eff. 7-1-93)(Rev. 1-1-97)......................................................................................... 59 15 Quality Control/Quality Assurance of Bituminous Concrete Mixtures(Eff. 1-1-00) (Rev. 1-1-02)................................................... 65 16 Subsealing of Concrete Pavements (Eff. 11-1-84)(Rev. 2-1-95)................................................................................................. 84 17 Bituminous Surface Removal(Cold Milling)(Eff. 11-1-87)(Rev. 10-15-97).................................................................................. 88 18 Resurfacing of Milled Surfaces(Eff. 10-1-95).............................................................................................................................. 90 19 PCC Partial Depth Bituminous Patching(Eff. 1-1-98)................................................................................................................... 91 20 Patching with Bituminous Overlay Removal (Eff. 10-1-95)(Rev. 7-1-99)...................................................................................... 93 21 Epoxy Coating on Reinforcement(Eff. 4-1-97)(Rev. 7-15-97)..................................................................................................... 95 22 Protective Shield System(Eff.4-1-95) (Rev. 8-1-95)................................................................................................................... 96 ''3 Polymer Concrete(Eff.8-1-95)(Rev. 11-1-99)............................................................................................................................ 97 Controlled Low Strength Material(CLSM)(Eff. 1-1-90)(Rev. 1-1-00).......................................................................................... 99 25 Pipe Underdrains(Eff. 9-9-87)(Rev. 1-1-98).............................................................................................................................. 104 26 Guardrail and Barrier Wall Delineation(Eff. 12-15-93)(Rev. 1-1-97)........................................................................................... 105 27 Bicycle Racks(Eff.4-1-94)(Rev. 1-1-97).................................................................................................................................... 110 28 Give em a Brake Sign(Eff. 8-1-89)(Rev. 8-1-91)........................................................................................................................ 112 29 Portable Changeable Message Signs(Eff. 11-1-93)(Rev.2-1-96)............................................................................................... 113 30 Direction Indicator Bamcades(Eff. 7-1-99)................................................................................................................................. 114 31 Night Time Inspection of Roadway Lighting(Eff.5-1-96)............................................................................................................. 115 32 X Aggregate Gradation Control System (Eff. 7-1-95)...................................................................................................................... 116 33 English Substitution of Metric Bolts(Eff. 7-1-96)......................................................................................................................... 117 34 English Substitution of Metric Reinforcement Bars(Eff. 4-1-96)(Rev.7-15-97)............................................................................ 118 35 Polymer Modified Emulsified Asphalt(Eff.5-15-89)..................................................................................................................... 120 36 Corrosion Inhibitor(Eff. 3-1-90)(Rev.7-1-99)............................................................................................................................. 122 RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS LRS 1 Cooperation With Utilities(Eff. 1-1-99) (Rev. 1-1-02).................................................................................................................. 125 LRS 2 Fumished Excavation(Eff. 1-1-99)(Rev. 1-1-02)........................................................................................................................ 127 LRS 3 X Construction Zone Traffic Control (Eff. 1-1-99)............................................................................................................................ 128 LRS4 Flaggers in Work Zones(Eff. 1-1-99).......................................................................................................................................... 129 LRS 5 Construction and Maintenance Signs(Eff. 1-1-99)...................................................................................................................... 130 LRS 6 Bidding Requirements and Conditions for Contract Proposals(Eff. 1-1-02).................................................................................. 131 LRS 7 X Bidding Requirements and Conditions for Material Proposals(Eff. 1-1-02).................................................................................. 137 LRS 8 Failure to Complete the Work on Time(Eff. 1-1-99).................................................................................................................... 143 LRS 9 Bituminous Surface Treatments(Eff. 1-1-99).............................................................................................................................. 144 LRS 10 Reflective Sheeting Type C(Eff. 1-1-99)(Rev. 1-1-02)............................................................................................................... 145 LRS 11 X Employment Practices(Eff. 1-1-99)............................................................................................................................................ 146 L' 2 X Wages of Employees on Public Works(Eff. 1-1-99).................................................................................................................... 148 LRdi3X Selection of Labor(Eff. 1-1-99).................................................................................................................................................. 149 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 02-00000-00-GM and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. AGGREGATE SURFACE COURSE Aggregate Surface Course, CA-7 and CA-10 shall be the material used for street repair work performed by the 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 F ineer. 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 weighing in trucks furnished by the Village at the plant in quantities required. ISP 02-23 Page 1 of 2 Coarse Aggregate for Bituminous Courses Effective: November 1, 2000 Revised: January 1, 2001 Replace Article 1004.03(a) of the Standard Specifications with the following: (a) Description. The coarse aggregate for bituminous courses shall be according to the following table. s A Seal or Gravel Cover Crushed Gravel Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag Crushed Concrete B Gravel Crushed Gravel Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Concrete `' ► A or B and Crushed Gravel And IL-25.0 or Crushed Stone Superpave IL-19.0 Crushed Sandstone Binder Crushed Slag (ACBF) I C Crushed Gravel And Surface Crushed Stone Superpave Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag except when used as leveling binder Gravel — only when used in Class I Type 3CL or Superpave IL-9.5L I D Crushed Gravel and Surface Crushed Stone (other than Limestone) Superpave Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag Limestone may be used in Mixture D if blended by volume in the following coarse aggregate percentages: • Up to 25% Limestone with at least 75% Dolomite • Up to 50% Limestone with at least 50% any aggregate listed for Mixture D except Dolomite • Up to 75% Limestone with at least 25% Crushed Slag (ACBF) or Crushed Sandstone ISP 02-23 Page 2 of 2 I E Crushed Gravel and Surface Crushed Stone (other than Limestone and Dolomite) Superpave Crushed Sandstone No Limestone. Dolomite may be used in Mixture E if blended by volume in the following coarse aggregate percentages: • Up to 75% Dolomite with at least 25% Crushed Sandstone, Crushed Slag (ACBF), or Crushed Steel Slag. When Crushed Slag (ACBF) or Crushed Steel Slag are used in the blend, the blend shall contain a minimum of 25% to a maximum of 75% of either Slag by volume. • Up to 50% Dolomite with at least 50% of any aggregate listed for Mixture E. If required to meet design criteria, Crushed Gravel or Crushed Stone (other than Limestone or Dolomite) may be blended by volume in the following coarse aggregate percentages: • Up to 75% Crushed Gravel or Crushed Stone (other than Limestone or Dolomite) with at least 25% Crushed Sandstone, Crushed Slag (ACBF), or Crushed Steel Slag. When Crushed Slag (ACBF) or Crushed Steel Slag are used in the blend, the blend shall contain a minimum of 25% to a maximum of 50% of either Slag by volume. I F Crushed Sandstone and Surface No Limestone. Superpave Crushed Gravel or Crushed Stone (except Limestone) may be used in Mixture F if blended by volume in the following coarse aggregate percentages: • Up to 50% Crushed Gravel or Crushed Stone with at least 50% Crushed Sandstone, Crushed Slag (ACBF), or Crushed Steel Slag. When Crushed Slag (ACBF) or Crushed Steel Slag are used in the blend, the blend shall contain a minimum of 50% to a maximum of 75% of either Slag by volume ISP 02-25 Page 1 of 1 Gradation for Fine and Coarse Aggregates Effective: April 1, 2001 Revised: ,January 1, 2002 Add the following note to the tables titled "Fine Aggregate Gradations" in Article 1003.01(c) of the Standard Specifications: "G/ Any aggregate produced under the Department's current Policy Memorandum, 'Aggregate Gradation Control System (AGCS)', shall meet the gradation requirements set under the AGCS program." Add the following note to the tables titled "Coarse Aggregate Gradations" in Article 1004.01(c) of the Standard Specifications: "°/ Any aggregate produced under the Department's current Policy Memorandum, 'Aggregate Gradation Control System (AGCS)', shall meet the gradation requirements set under the AGCS program." ISP 02-47 Page 1 of 1 Type III Barricades Effective: November 1, 2000 Revise the third paragraph of subparagraph (b) of Article 702.03 to read: "Barricade and wing barricade rails shall be no heavier than 25 mm (1 inch) thick lumber or plywood. The width of the rails shall be 200 to 300 mm (8 to 12 inches). Light weight weather resistant materials such as plastic, fiberglass, or sheet aluminum may be used. The face of the barricade rails may be sloping or vertical. Nominal lumber dimensions shall not be used to satisfy barricade component dimensions." ISP 02-56b Page 1 of 9 ERRATA for the 2002 Standard Specifications Effective: January 1, 2002 Revised: August 1, 2002 Page vi Change "SECTION 501. BITUMINOUS TREATED EARTH SURFACE..." to "SECTION 501. REMOVAL OF EXISTING STRUCTURES...". Page x Change the heading "WIRE AND CABLE" to "LIGHTING, WIRE AND CABLE". Page x Change the heading "CONTROLLER" to "LIGHTING CONTROLLER". Page xi Change the heading "POLE AND TOWER" to "LIGHTING POLE AND TOWER". Page xi Change "SECTION 830. METAL POLES..."to "SECTION 830. LIGHT POLES...". Page xi Change the heading "FOUNDATION AND BREAKAWAY DEVICES" to "LIGHTING FOUNDATION AND BREAKAWAY DEVICES". Page xi Change the heading "SIGNAL MAINTENANCE" to "TRAFFIC SIGNAL MAINTENANCE". Page xi Change the heading "CONTROLLERS" to "TRAFFIC SIGNAL CONTROLLERS". Page xii Change the heading "CONTROL EQUIPMENT' to "TRAFFIC SIGNAL CONTROL EQUIPMENT'. Page xii Change the heading "WIREWAY AND CONDUIT SYSTEM" to "TRAFFIC SIGNAL WIREWAY AND CONDUIT SYSTEM". Page xii Change the heading "WIRE AND CABLE" to "TRAFFIC SIGNAL WIRE AND CABLE". Page xii Change the heading "POST AND FOUNDATION" to "TRAFFIC SIGNAL POST AND FOUNDATION". Page xii Change the heading "SIGNAL HEAD" to "TRAFFIC SIGNAL HEAD". Page xii Change the heading "DETECTION" to "TRAFFIC SIGNAL DETECTION". Page xii Change the heading "MICELLANEOUS" to "TRAFFIC SIGNAL MICELLANEOUS". Page xiii Change the heading "REMOVAL AND RELOCATION" to "TRAFFIC SIGNAL REMOVAL AND RELOCATION". Page 12 Article 104.07(d). In the third line of the sixth paragraph change "(B-AC)" to "(B-A-C)". Page 13 Article 104.07(d). In the third line of the ninth paragraph change "(B-AC)" to "(B-A-C)". Page 30 Article 107.16. In the second sentence of the first paragraph delete "Legal Regulations and Responsibility to Public". Page 34 Article 107.22(b). In the fifth line of the first paragraph change "Illinois Department of Conservation" to "Illinois Department of Natural Resources". Page 35 Article 107.22(c). In the seventh line of the first paragraph change "Illinois Department of Conservation" to "Illinois Department of Natural Resources". Page 35 Article 107.22(c)(2). In the first line of the second paragraph change "Department of Conservation" to "Department of Natural Resources". Page 40 Article 107.30. In the third line of the third paragraph change "tp" to "to". I Page 46 Article 108.04. In the fourth line of the first paragraph change "40 days" to "ten days". `"' Page 71 Article 202.03. In the fourth line of the fifth paragraph change "sight" to "site". ISP 02-56b Page 2 of 9 Page 81 Article 205.04(a). In the first line of the second paragraph change "0.5 sq m" to "0.2 sq m". Page 81 Article 205.04(a). In the last line of the fourth paragraph change "205.06" to "205.05". Page 81 Article 205.04(b). In the last line of the first paragraph change "205.06" to "205.05". Page 98 Article 250.07. Change the last CLASS - TYPE listing in the first column from "4 Native Grass 4, 6/" to "4 Native Grass 6/, 8/". Page 130 Article 282.03. Delete the first three sentences of the first paragraph. Page 140 Article 301.05. In the second line of the first paragraph change "Type 8" to "Type B". Page 144 Article 302.08. In the first sentence of the second paragraph change "not than" to "not less than". Page 171 Article 312.31. In the seventh line of the second paragraph change "relative durability" to "minimum relative dynamic modulus of elasticity". Page 183 Article 352.18(a). Revise the first paragraph to read, "Per square meter (square yard) for PROCESSING SOIL-CEMENT BASE COURSE, of the thickness specified." Page 185 Article 353.07. Change "420.10(g)" to "420.10(f)". Page 185 Article 353.11. In the third line of the second paragraph change "(160 ft)" to "(16 ft)". Page 246 Article 406.23. In the fifth and sixteenth lines of the fifth paragraph change "1102.01(x)(13)" to "1102.01(a)(9)". Page 257 Article 420.02(d). Change "1050" to "1050.01, 1050.02". Page 257 Article 420.02. Delete "(g) Preformed Elastomeric Compression Joint Seals for Concrete......1053.01". Page 301 Article 442.10. In the first line of the second paragraph change "extend" to "extent". Page 302 Article 442.10. In the first sentence of the last paragraph change "Class A, Class B, or Class B (Hinge Jointed)" to "Class A or Class B". Page 321 Article 450.02(b). Add Article "1051.09" for Preformed Expansion Joint Filler. Page 338 Article 501.05. Revise the fifth paragraph to read "Removal of existing pipe culverts will be paid for at the contract unit price per meter (foot) for PIPE CULVERT REMOVAL, which price shall include any headwalls or aprons attached to the culvert." Page 338 Article 501.05. Revise the sixth paragraph to read "Removal of existing slope wall will be paid for at the contract unit price per square meter (square yard) for SLOPE WALL REMOVAL." Page 363 Article 503.17(e)(1). Delete the last sentence of the first paragraph. I Page 380 Article 504.06(c)(6). In the second and sixth lines of the fifth paragraph change "4 °C (40 °F)" to "22 °C (40 °F)" Page 395 Article 505.04(f)(2). Delete the last sentence of the ninth paragraph. Page 395 Article 505.04(f)(2). Add the following paragraph after the ninth paragraph, "The fastening systems shall meet the following requirements:". Page 406 Article 505.04(q)(1). Change subparagraph "(a)" and "(b)" to "a." and "b." respectively. Page 425 Article 506.04(d). In the first line of the first paragraph change "wither" to"either". ISP 02-56b Page 3 of 9 Page 426 Article 506.04(k). In the first and fourth lines of the first paragraph change "must" to "shall". Page 459 Article 512.18(1). In the second line of the first paragraph change "TEST PILES" to "TEST PILE". Page 485 Article 542.03. In the material list for Class D pipes, change the reference for Corrugated Polyethylene (PE) Pipe with a Smooth Interior from "Article 1040.23" to "Article 1040.22". Page 490 Article 542.03, Table IB (English). In the fifth column change the eight occurrences of "0.07" to "0.079", the seven occurrences of "0.10" to "0.109" and the four occurrences of "0.13"to "0.138". Page 492 Article 542.03, Table IC (English). In the third column change the seven occurrences of "0.10" to "0.105', the two occurrences of "0.13" to "0.135" and the two occurrences of "0.16"to "0.164". Page 499 Article 542.03, Table IIIB (English). Revise the table to read: PIPE CULVERTS(ENGLISH) TABLE—IIIB:PLASTIC PIPE PERMITTED FOR THE RESPECTIVE DIAMETERS OF PIPE AND FILL HEIGHTS OVER THE TOP OF THE PIPE Nominal Type 3 Fill Height:Greater than 10 ft and not Exceeding 15 ft Type 4 Fill Height:Greater than 15 It not Exceeding 20 It Diameter pVC CPVC PVCPW PVCPW PE PEPW PVC CPVC PVCPW PVCPW (�n') -794 -304 -794 • -304 10 X NA NA X NA X NA NA 12 X X X X X NA X X X X 15 X X X X NA NA X X X X 18 X X X X X X X X X X 21 X X X X NA X X X X X 24 X X X X X X X X X X 30 X X X X X X X X X X 1 36 X X X X X X X X X X Page 500 Article 542.03, Table IIIC (English). Revise the table to read: PIPE CULVERTS(ENGLISH) TABLE-IIIC:PLASTIC PIPE PERMITTED FOR THE RESPECTIVE DIAMETERS OF PIPE AND FILL HEIGHTS OVER THE TOP OF THE PIPE Type 5 Fill Height:Greater Than 20 ft Type 6 Fill Height:Greater than 25 ft Type 7 Fill Height:Greater than Nominal Not Exceeding 25 ft Not Exceeding 30 ft 30 ft,Not Exceeding 35 ft Diameter PVC CPVC PVCPW PVCPW PVC CPVC PVCPW PVCPW PVC (�n) -794 -304 -794 -304 10 X NA NA X NA NA X 12 X X X X X X X X X 15 X X X X X X 18 X X X X X X 21 X X X X X X 24 X X X X X X 30 X X X 36 X X X ISP 02-56b Page 4 of 9 Page 505 Article 542.04(h). Add the following paragraphs after the first paragraph: " For PVC and PE pipe culverts with diameters 600 mm (24 in.)or smaller, a mandrel drag shall be used for deflection testing. For PVC and PE pipe culverts with diameters over 600 mm (24 in.), deflection measurements other than by a mandrel shall be used. Where the mandrel is used, the mandrel shall be furnished by the Contractor and pulled by hand though the pipeline with a suitable rope or cable connected to each end. Winching or other means of forcing the defection gauge through the pipeline will not be allowed. The mandrel shall be of a shape similar to that of a true circle enabling the gauge to pass through a satisfactory pipeline with little or no resistance. The mandrel shall be of a design to prevent it from tipping from side to side and to prevent debris build-up form occurring between the channels of the adjacent fins or legs during operation. Each end of the core of the mandrel shall have fasteners to which the pulling cables can be attached. The mandrel shall have nine various sized fins or legs of appropriate dimension for various diameter of pipes. Each fin or leg shall have a permanent marking that states its designated pipe size and percent of deflection allowable. The outside diameter of the mandrel shall be 95 percent of the base inside diameter, where the base inside diameter is: (1) For all PVC pipe and Profile Wall PE pipe: as defined using ASTM D 3034 methodology. (2) For all other PE pipe: the average inside diameter based on the minimum and maximum tolerances specified in the corresponding ASTM or AASHTO material specifications. If the pipe is found to have a deflection greater than that specified, that pipe section shall be removed, replaced and retested." Page 508 Article 542.04(g). Delete the first four paragraphs appearing on the page. Page 579 Article 606.14. In the third line of the second paragraph change "mm (4 in.)" to "MM (4 INCH)". �-' Page 582 Article 609.07. In the third line of the first paragraph change "TYPE C or D INLET BOX STANDARD 609006" to "TYPE B, C or D INLET BOX STANDARD 609006". Page 599 Articles 638.02(a) and 638.02(d). Change "1086" to "1085". Page 635 Article 701.03. Revise the first paragraph to read: "Equipment. Equipment shall be according to the following Articles of Section 1100- Equipment:". Page 650 Article 701.06(g). Delete the second paragraph. Page 652 Article 701.08(a). In the third line of the first paragraph change "TARAFFIC" to "TRAFFIC". Page 652 Article 701.08(a). In the seventh line of the first paragraph change "401411" to 701411". Page 652 Article 701.08(a). In the ninth line of the first paragraph change "AT THE LOCATION SPECIFIED" to ", at the location specified". Page 655 Article 702.03(b). Delete the last sentence of the second paragraph. Page 661 Article 703.04. In the eighth line of the first paragraph change "four degree" to " 45 degree". Page 693 Article 780.10. Revise the second sentence of the ninth paragraph to read "The bond shall be executed prior to acceptance and final payment of the non-pavement marking items and shall be in full force and effect until final performance inspection and performance acceptance of the epoxy, thermoplastic, preformed thermoplastic, and preformed plastic pavement markings." Page 693 Article 780.10. In the twelveth line of the ninth paragraph change "thermoplastic" to "pavement marking". ISP 02-56b Page 5 of 9 Page 696 Article 781.03(a). In the last sentence of the second paragraph change "ASTM C 881, Type IV, Grade 2 or 3" to "AASHTO M 237'. Page 715 Article 806.03. In the last sentence of the first paragraph change "the top of the grounding electrode" to "100 mm (4 in.) below the exothermic connection". Page 728 Change the heading "WIRE AND CABLE" to "LIGHTING, WIRE AND CABLE". Page 728 Article 816.03(a). Revise the first sentence of the first paragraph to read, "The unit duct shall be installed according to the NEC, directly from the reels on which the unit duct was shipped, in continuous spans from terminal to terminal without splicing the duct or cables." Page 730 Article 817.03. Revise the third sentence of the sixth paragraph to read, "The cable shall be installed in continuous spans between terminal points and splicing will only be permitted in pole handholes or junction boxes on bridge structures above grade." Page 734 Article 821.07. Revise the third paragraph to read, "The mounting shall provide the correct position of the luminaire as recommended by the manufacturer and shall be able to withstand assigned loading according to AASHTO. The sign lighting installation shall include all aluminum conduit, fittings, attachment hardware, cable and a disconnect switch with a lockable exterior handle mounted within reach from the walkway". Page 735 Change the heading "CONTROLLER" to "LIGHTING CONTROLLER". Page 735 Article 825.01. Revise the first sentence of the first paragraph to read "This work shall consist of furnishing and installing an electrical control cabinet with control device(s), distribution equipment, foundation, grounding and wiring for control of roadway lighting." Page 738 Change the heading "POLE AND TOWER" to "LIGHTING POLE AND TOWER". Page 738 Change "SECTION 830. METAL POLES" to " SECTION 830. LIGHT POLES". Page 741 Change the heading "FOUNDATION AND BREAKAWAY DEVICES" to "LIGHTING FOUNDATION AND BREAKAWAY DEVICES". Page 745 Article 837.03(b). In the fourth line of the first paragraph change "503.07(a)" to "503.07'. Page 754 Change the heading "SIGNAL MAINTENANCE" to 'TRAFFIC SIGNAL MAINTANENCE". Page 756 Change the heading "CONTROLLERS" to 'TRAFFIC SIGNAL CONTROLLERS". Page 758 Change the heading "CONTROL EQUIPMENT" to 'TRAFFIC SIGNAL CONTROL EQUIPMENT". Page 761 Change the heading "WIREWAY AND CONDUIT SYSTEM" to 'TRAFFIC SIGNAL WIREWAY AND CONDUIT SYSTEM". Page 762 Change the heading "WIRE AND CABLE" to 'TRAFFIC SIGNAL WIRE AND CABLE". Page 770 Change the heading "POST AND FOUNDATION" to 'TRAFFIC SIGNAL POST AND FOUNDATION". Page 773 Change the heading "SIGNAL HEAD" to "TRAFFIC SIGNAL HEAD". Page 774 Article 880.03. In the fourth line of the second paragraph change 'optic all" to"optically". Page 776 Change the heading "DETECTION" to 'TRAFFIC SIGNAL DETECTION". Page 786 Article 1001.06. Delete the second paragraph. u Page 798 Article 1004.01(c). In the fifth line of the second table, Coarse Aggregate Gradations (English), delete "8±4", the percent of CA 1 passing of the No. 200 sieve. ISP 02-56b Page 6 of 9 u Page 798 Article 1004.01(c). In the sixth line of the second table, Coarse Aggregate Gradations (English), add "8±4" for the percent of CA 2 passing the No. 200 sieve. Page 799 Article 1004.01(c). In notes 4/, 5/, and 6/, replace the four occurrences of" " with Page 814 Article 1006.04(b). In the third line of the first paragraph change "A 769M" to "A 709W and "A 769" to "A 709". Page 815 Article 1006.09. Delete the paragraph after the table. Page 820 Article 1006.25. In the fourth line of the second paragraph change "toinstallation" to "to installation". Page 822 Article 1006.27(b). In the first line of the second paragraph change "ASTM F 669" to "ASTM F 1043". Page 847 Article 1009.05. Delete the last sentence of the first paragraph. Page 864 Article 1020.04. Revise Table 1 to read: TABLE 1.(CONT'D)CLASSES OF PORTLAND CEMENT CONCRETE AND MIX DESIGN CRITERIA Mix Design Mix Design Class Slump, Compressive Strength, Flexural Strength, Air Coarse Aggregate Of mm kPa kPa Content, Gradations Permitted Concrete Days Days 3 1 14 28 3 1 14 BD 50-100 Min. Min. 5.0-8.0 CA-7,CA-11 or 27,500 4650 CA-14 PC 25-75 Min. 5.0-8.0 CA-7,CA-11, 31,000 CA-14 or 25-75 Min. 5.0-8.0 CA-7&CA-16 27,500 PS 25-75 Min. 5.0-8.0 CA-7,CA-11, 34,500 CA-14 or CA-7&CA-16 Pv 20-40 Ty.III Min. Ty.III Min. 5.0-8.0 CA-5&CA-7, Cem. 24,000 Cem. 4500 CA-5&CA-11, Min. Min. CA-7,CA-11 or 24,000 4500 CA-14 PP 100 Max. 4.0-7.0 CA-7,CA-11, CA-13,CA-14, or CA-16 MS 50-100 Min. Min. 5.0-8.0 CA-3&CA-7, 24,000 4500 CA-3&CA-11, CA-5&CA-7, CA-5&CA-11, CA-7 or CA-11 SI 50-100 Min. Min. 5.0-8.0 CA-7,CA-11 24,000 4500 or CA-14 RR 50-100 4.0-7.0 CA-7,CA-11 or CA-14 SC 75-125 Min. Min. N/A CA-3&CA-7, 24,000 4500 CA-3&CA-11, CA-5&CA-7, CA-7&CA-11, CA-7 or CA-11 SH 2O-40 Min. Min. 5.0-8.0 CA-5&CA-7, 18,500 3500 CA-5&CA-11, CA-7,CA-11,or CA-14 Page 865 Article 1020.04. In the second and third columns of Table 1, add "Pile Encasement" and "512" respectively to the Class SI Concrete section. ISP 02-56b Page 7 of 9 Page 866 Article 1020.04. Revise Table 1 to read: TABLE 1.(CONT-0)CLASSES OF PORTLAND CEMENT CONCRETE AND MIX DESIGN CRITERIA Mix Design Mix Design Class Slump, Compressive Strength, Flexural Strength, Air Coarse Aggregate of In. psi psi Content, Gradations Permitted Concrete Da s Da s 70 3 1 14 28 3 1 14 BD 2-4 Min. Min, 5.0-8.0 CA-7,CA-11 or 4000 675 CA-14 PC 1-3 Min. 5.0-8.0 CA-7,CA-11, 4500 CA-14 or 1-3 Min. 5.0-8.0 CA-7&CA-16 4000 Ps 1-3 Min. 5.0-8.0 CA-7,CA-11 5000 CA-14 or CA-7&CA-16 Pv 3/4- Ty. III Min. Ty.III Min. 5.0-8.0 CA-5&CA-7, 1 1/2 Cem. 3500 Cam. 650 CA-5&CA-11, Min. Min. CA-7,CA-11 or 3500 650 CA-14 PP 4 Max. 4.0-7.0 CA-7,CA-11, CA-13,CA-14, or CA-16 MS 2-4 Min. Min. 5.0-8.0 CA-3&CA-7, 3500 650 CA-3&CA-11, CA-5&CA-7, CA-5&CA-11, CA-7 or CA-11 SI 24 Min. Min. 5.0-8.0 CA-7,CA-11 3500 650 or CA-14 RR 2-4 4.0-7.0 CA-7,CA-11 or CA-14 sc 3-5 Min. Min. N/A CA-3&CA-7, 3500 650 CA-3&CA-11, CA-5&CA-7, CA-7&CA-11, CA-7 or CA-11 SH 3/4- Min. Min. 5.0-8.0 CA-5&CA-7, 1 1/2 2700 500 CA-5&CA-11, CA-7,CA-11,or CA-14 Page 872 Article 1020.06. Revise the second paragraph to read, "When fly ash, ground granulated blast furnace slag, high-reactivity metakaolin, or microsilica are used as part of the cement in a concrete mix, the water/cement ratio will be based on the total cementitious material contained in the mixture." Page 887 Article 1020.13(d)(4). Revise the second sentence of the first paragraph to read, "On non- traffic surfaces which receive protective coat according to Article 503.19, a linseed oil emulsion curing compound meeting the requirements of Article 1022.01 will be permitted between April 16 and October 31 of the same year, provided it is applied with a mechanical sprayer meeting the requirements of Article 1101.09(b)." Page 932 Article 1067.01(a)(1). Revise the first paragraph to read, "The lamp socket shall be mogul type, glazed porcelain, one piece rolled threads with stationary socket lead connectors that will not move during lamp insertion and removal. It shall be provided with a grip or suitable device to hold the lamp against vibration. The rating of the socket shall exceed the lamp starting voltage, or starting pulse voltage rating." Page 933 Article 1067.01(a)(5)a. Delete the last two sentences of the sixth paragraph. Page 934 Article 1067.01(a)(5)b. Revise the fifth sentence of the third paragraph to read, "Proper ignition shall be provided over a range of-15 percent to +5 percent of rated voltage." ISP 02-56b Page 8 of 9 Page 938 Article 1067.01(c)(1)a. In the first line of the second paragraph change "60 to 75 mm (2 3/8 to 3 in.)" to "50 to 60 mm (2 to 2 3/8 in.)". Page 945 Article 1067.01(f)(2)e. At the end of the first sentence of the first paragraph change "maximum voltage of 3,300 volts." to "rated voltage of 600 V.". Page 954 Article 1068.01(e)(2)h. In the third line of the first paragraph change "350" to "377", "520" to "560" in the fourth line and "illmination" to "illumination" in the fifth line. Page 960 Article 1069.01(b)(2)d. In the eleventh line of the first paragraph change "anit-sieze" to "anti-seize". Page 964 Article 1069.01(c)(1). In the fourth line of the second paragraph change "10" to "11". Page 967 Article 1069.01(c)(2)c.2. Revise the first sentence of the second paragraph to read "The davit arm shall have a 90 mm (3 1/2 in.) minimum inside diameter at the slip joint." Page 967 Article 1069.01(c)(2)c.2. In the fourth line of the second paragraph change "50 mm (2 in.)" to "60 mm (2 3/8 in.)". Page 969 Article 1069.01(c)(3)b.2. In the second line of the second paragraph revise "50 mm (2 in.)" to "60 mm (2 3/8 in.)". Page 972 Article 1069.01(e)(4). Revise the second sentence of the first paragraph to read, "Poles shall have a single piece shaft with a 250 mm (10 in.) minimum outside bottom diameter at ground line, tapering to a 130 mm (5 in.) minimum outside top diameter." Page 978 Article 1069.04(b). In the first line of the eighth paragraph change "door" to "pocket door'. �,- Page 981 Article 1069.04(d)(1). In the fourth line of the second paragraph change "Feferal" to "Federal". Page 981 Article 1069.04(d)(3). In the first line of the first paragraph change "Towrs" to "Towers". Page 988 Article 1070.01. In the table after the first paragraph, change the references for both Helix Screw and Pilot Point from "ASTM A635" and "ASTM A575", respectively, to "AASHTO M 270M, Grade 250 (M 270, Grade 36)". Page 988 Article 1070.02. Delete the second sentence of the first paragraph Page 988 Article 1070.02. In the first sentence of the second paragraph delete "hot dip". Page 1020 Article 1079.02. Change second subparagraph "(b)" to "(c)". Page 1048 Article 1086.01(a)(7). Add the following to the end of the first paragraph, "Where installed in a heavy salt spray environment, the enclosure shall be stainless steel." Page 1094 Article 1095.05(k). Delete the second sentence of the fifth paragraph. Page 1165 In the subject Index change the following referenced page numbers: Aboriginal Records and Antiquities from "26" to "33". Backfill, for pipe drains from "657"to "561". Backfill, for pipe underdrains from "658" to "561". Backfill, for sight screens from "600, 604" to "601, 605". Backfill, for underground storage tanks from "616" to "626". ISP 02-56b Page 9 of 9 Page 1166 In the subject Index change the following referenced page numbers: Bolts, anchor from "368" to "356". Bolts, high strength steel from "422" to "393". Bolts, turned and ribbed from "421" to "393". Cable, road guard from '712" to"595". Chemical Adhesive from "1053" to "899". Concrete, collars from "595" to "512". Concrete, Materials, haul time from "874" to "880". Curb, bituminous shoulder from "727' to "605". Curb, concrete shoulder from '729" to "606". Page 1167 In the subject Index change the following referenced page numbers: Ditch, paved, removal from "303" to "283". Elastic Joint Sealer from "651" to "555'. Fence, chain link from "610" to "608". Fiberglass Fabric Repair System from "335' to "308". Fire Hydrant, moving from "632" to "538". Flaggers from '776" to "638". Foundations, concrete, for sign structures from "818" to "682". Gates, sluice from "688" to "580". Grout, epoxy, materials from "897' to "898". Guardrail, temporary from "801" to "665'. Page 1168 In the subject Index change the following referenced page number: Mulch from °96" to "104". �—` Page 1169 In the subject Index change the following referenced page numbers: Patching, class A, B, C & D from "228" to "288". Pavement Marking from "823" to "687'. Pole, metal light from "971"to "738". Page 1170 In the subject Index change the following referenced page numbers: Reinforcement Bars from "482" to "434". Rumble Strips, temporary from '791" to "653". Screen, chain link fence sight from '722" to "602". Screen, glare from 718" to "599". Page 1171 In the subject Index change the following referenced page numbers: Signs, construction from "1221" to "1042". Signs, maintenance of from "1225' to "1045'. Slope Wall from "494" to 442". Sodium Chloride, Material from "1012" to "860". Terminals, traffic barrier from '702" to "589". Page 1172 In the subject Index change the following referenced page numbers: Trench, for electrical work from "860" to "726". Vaults, valve from "665' to "566". Waiver of Legal Rights from "343" to "43". Waterproofing, railway structures from "634" to "539". LR 109 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR CONTRACT CLAIMS Effective: January 1, 2002 Revised: May 1, 2002 All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. 109.09 Contract Claims. Revise the second sentence of subparagraph (a) of Article 109.09 to read: "AII 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." LR 663 Page 1 of 2 State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of Local Roads and Streets SPECIAL PROVISION FOR CALCIUM CHLORIDE APPLIED Effective June 1, 1958 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 work consists of furnishing and applying to aggregate base or surface courses, a solution of calcium chloride. The same type of solution shall be used throughout the . work. Materials. Materials shall meet the requirements of the following Articles of Section 1000 - Materials: Item Article/Section (a) Water ................................................................................................... 1002 (b) Calcium Chloride - CaC12 (Note 1) .................................... 013.01 Note 1. Calcium chloride may be Type S (solid) or Type L (liquid). Type S may be Grade 1 (77%), Grade 2 (90%), or Grade 3 (94%). Type L may have chloride contents of 30 to 45%. The Engineer shall determine percent calcium chloride required. The Contractor shall provide the State with the appropriate mixing formula for Type S and water to achieve the required percentage. The Contractor shall supply the Type L at the percent calcium chloride specified. Equipment. A tank truck or spreader unit assembly, equipped with spray bars and nozzles shall be used. A positive displacement pump driven from a power source or from the wheels of the spreader/unit assembly shall be used to develop sufficient pressure at the spray bar nozzles to insure uniform distribution of the solution at the specified application rate. Spray bars of various lengths shall be used so that the solution may be applied in widths varying from 1.2 to 7.2 meters (4 to 24 feet). The motor vehicle shall be capable of maintaining a constant speed during the time of application. The tank truck or spreader/unit assembly shall be equipped with a suitable device, visible to the driver, to accurately determine the rate at which the solution is applied. Suitable charts shall be furnished to enable correlation of the vehicle speed and rate of application. When the tank truck is used to mix calcium chloride Type S with water, the pump and piping shall be so arranged that thorough mixing of the ingredients will be accomplished as rapidly as possible without excessive heating. LR 663 I Page 2 of 2 Certification. At the time of delivery, the supplier shall furnish the purchaser two copies of the delivery report that shall contain the following data: (a) The liters (gallons) at 25 °C (77 °F) and weight of solution delivered. (b) The specific gravity and temperature of the solution at the time of loading. (c) The percentage of calcium chloride in the solution. (d) The percentage of magnesium chloride and alkali chlorides contained in the solution Sampling and Testing. The first truck load shipped of a contract will be sampled at its destination by the purchaser's personnel. Random check samples representing 10% of the contract quantity shall be taken of subsequent loads. The samples shall be packaged in an 1 quart plastic container and sent with the certification data sheet to the Bureau of Materials and Physical Research, 125 East Ash Street, Springfield, IL 62704, for testing. CONSTRUCTION REQUIREMENTS General. The rate of application per square meter (square yard) and the quantity shown in the contract is based on the amount of chloride to be applied. The actual application rate shall be the rate shown in the contract divided by the decimal equivalent of the percent chloride. Application Rate. The rate of application shall be kg per square meter ( pounds per square yard) Note 2. The normal application rate is 0.68 kg per square meter (1.2 pounds per square yard). The specified application rate shall be between 0.45 to 0.84 kg per square meter (0.8 to 1.5 pounds per square yard). Application of Calcium Chloride Solution. The solution shall be applied to the base or surface course through the spray bars in not more than two applications. The entire surface shall be covered uniformly without excessive transverse or longitudinal overlap. The solution may be applied to irregular-shaped areas by means approved by the Engineer. Method of Measurement. Calcium chloride applied will be measured for payment by mass (weight) in metric tons (tons). The quantity of calcium chloride for which payment will be made will be the total mass (weight) multiplied by the decimal equivalent of the percent of anhydrous chloride. Basis of Payment. This work will be paid for at the contract unit price bid per metric ton (ton) for CALCIUM CHLORIDE APPLIED. LR 1013 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 j 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). 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: NaCl Content 96.0% to 100.0% Net Bid price per ton. NaCI 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). I STATE OF ILLINOIS - DEPARTMENT OF TRANSPORTATION Division of Highways - Bureau of Materials & Physical Research LIST OF "M" SPECIFICATIONS Effective February 1, 2002 Effective Serial No. Date Specification for M 4-87 03/01/87 Wood Lath Snow Fence M 14-96 04/15/96 RESCINDED M 16-95 09/01/95 REPLACED by Bureau of Operations T30-96, Specifications for Wood Sign Posts M X 17-02 02/01/02 Bituminous Mixture for Maintenance Use, Emulsified Asphalt Type M 19-02 02/01/02 Bituminous Mixture for Maintenance Use, Liquid Asphalt Type M 20-02 02/01/02 Bituminous-Sand Mixture for Maintenance Use M 21-87 08/16/87 REPLACED by AASHTO Specification M281, Steel Fence Posts and Assemblies, Hot Wrought M 26-96 09/01/96 REPLACED by Standard Specifications for Road and Bridge Construction, Article 1095.07, Glass Beads for Pavement Markings 1 31-95 09/01/95 RESCINDED 32-65 04/15/65 REPLACED by Standard Specifications for Road and Bridge Construction, Section 663, Calcium Chloride Applied M 33-57 06/03/57 REPLACED by AASHTO Specification M144, Calcium Chloride Type S, Grade 1, Class A (77% Flake) and Type S, Grade 3, Class B (94% Pellets) M 36-86 06/01/86 REPLACED by AASHTO Specification M143, Sodium Chloride, Type I, Grade 1 M 37-02 02/01/02 Cutting Edges for Grader Blades M 38-95 09/01/95 RESCINDED M 48-02 02/01/02 Bituminous Premix for Maintenance Use, Inverted Emulsified Asphalt CBAE-2 M 50-02 02/01/02 Cutting Edges for Snow Plows M 97-61 01/03/61 RESCINDED M 98-68 08/01/68 RESCINDED M 102-61 01/03/61 RESCINDED M 107-74 10/01/74 RESCINDED M 119-02 02/01/02 Fast-Dry Black Pavement Marking Paint M 120-00 01/01/00 Bituminous Premix for Maintenance Use- Optimix, Sylcrete, UPM, QPR-2000, EZ Street- Proprietary Sources M 121-78 05/01/78 REPLACED by AASHTO Specification M144, Calcium Chloride, Type L, 32% 122-85 08/15/85 RESCINDED List of"M"Specifications Page 2 Effective Serial No. Date Specification for M 123-88 10/01/88 Fast-Dry Pavement Marking Paint, White and Yellow(Chlorinated Rubber Type) M 124-81 02/01/81 Tarpaulins M 125-89 11/16/89 RESCINDED M 126-95 09/01/95 Bituminous Mixes for Maintenance Use, Reinforced Fiber Mixture M 127-87 03/01/87 REPLACED by M 131-92 M 128-02 02/01/02 Rubber Cutting Edges for Snow Plows M 129-88 08/01/88 RESCINDED M 131-92 11/01/92 Polyethylene Plastic Mesh Snow Fence M 132-96 07/01/96 REPLACED by Check Sheet Special Provision entitled POLYMER CONCRETE M 133-96 02/02/96 Bituminous Premix for Maintenance Use, Instant Road Repair- Proprietary M 134-02 02/01/02 Bituminous Premix for Maintenance Use, SMP- Proprietary M 135-00 1 05/01/00 Fast-Dry Pavement Marking Paint—Black (Lead Free Waterborne Type) �' r H/RK/dg/Mspedst State of Illinois Department of Transportation Division of Highways Springfield SPECIFICATIONS FOR BITUMINOUS MIXTURES FOR MAINTENANCE USE EMULSIFIED ASPHALT TYPE Serial Number: M17-02 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 Penetrating Emulsified Asphalt 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 4 °C (40 °F), immediately after preparation or over a period of several months in a stockpile. The mixtures 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 according to the general requirements of Section 106 of the current Standard Specifications for Road and Bridge Construction. At the discretion of the Engineer, a u I 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 gravel of Class C quality or better, as defined in Article 1004.01 of the Standard Specifications for Road and Bridge Construction. 2. Fine Aggregate shall consist of sand, stone sand, or stone screenings* of Class B quality or better, as defined in Article 1003.01 of the Standard Specifications for Road and Bridge Construction. *The use of stone sand or stone screenings will increase in place stability, but reduce stockpile workability. Serial Number: M17-02 (b) Bituminous Material The bituminous materials used shall be either emulsified asphalt HFE-300, SS-1, or Penetrating Emulsified Asphalt. 1. Emulsified asphalt HFE-300 shall conform to the requirements given in Article 1009.07(c) 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 1009.07 (a), of the Standard Specifications. 3. Penetrating Emulsified Asphalt shall be prepared as specified in Article 403.07, except that the spraying (maximum-minimum) application temperature shall be between 60-88 °C (40-190 °F). Tests on Emulsion Min. Max. Viscosity, Saybolt Furol at 25 °C (77 °F), sec. 20 500 Sieve Test, % 0.10 Storage, 1 day, % 1 Float Test at 60 °C (140 °F), sec. 1200 Stone Coating Test 3 minutes, stone coated thoroughly Distillation Test: Residue from distillation test to 260 °C (500 °F), % 65+ Oil distillate, by volume, % 3 Characteristics of residue from distillation Test to 260 °C (500 °F) Penetration at 25 °C (77 °F), 100 g., 5 sec. 300+ 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 aggregates 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. -2 - Serial Number: M17-02 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 or Crushed Gravel Gravel Graduation of Extracted Aggregate: (100%) Coarse Fine Binder Mixture Surface Mixture Surface Mixture Surface Mixture Percent Passing Sieves 3/4 inch 100 -- — -- 1/2 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. 8 25-38 31-54 34-65 38-70 No. 200 0-5.0 0-5.0 0-5.0 0-5.0 Residual Bitumen (Includes Additive) 4.0-5.0 5.0-6.0 4.0-5.0 5.0-6.0 u Effective February 1, 2002 This specification supersedes Serial Number M17-95, effective September 1,;1995. RWH/dg/M 17-02 -3- L January 1, 2000 II fnTransportation is Department o Index of Standards by Standard Number 720 SIGNING STD. NO. DESCRIPTION 720001 Sign Panel Mounting Details 720006 Sign Panel Erection Details 720011 Metal Posts (signs, markers and delineators) 720016 Mast Arm Mounted Street Name 720021 Sign Panels, Extruded Aluminum Type 729001 Application of Type A and B Metal Posts L Sectlon modulus Axis A Axis B (minlmum) I . Steel 019 mm 3 (0.050 In.3) 1720 mm 310.105 In.31 1 19(ail Stainless I Stainless ` �� steel bona ] ] ] 3 1 steel ,I Aluminum 2A56 mm 10.150 In. 1 5161 mm 10.315 tn. 1 (bracket 11 I O O 1 ®�• 11 E A —1�1W 1 110 dla. I I ^ ODYIOnaI 1111 OD YlOn01—( %)7yaSS=K1 L to )dia. at 25(I)centers Sign Donal 900 1361 wide or less Sign panel 900 436)wide or lees Ityo.) 7 - V-/' SUPPORTING CHANNEL DETAILS 3.1 (11 ga.) mild steel. - hot-dlpDed galvanized See DETAIL B See DETAIL C See DETAIL C O GOP See DETAIL A See M6 dia, ETAIL A INI) See DETAIL A Sign panel over 900 (36)w(de Sign panel over 900 (36)wlda ROUTE MARKER ASSEMBLY WOOD OR TELESCOPING LIGHT OR SIGNAL STANDARDS STEEL POSTS BREAKAWAY STEEL Mounting TUBING POSTS Sign panel Post brocke+ (All sign panel sizes) AN dlmen•lon•or* in mDllel.f•r• (Inches) unle•• Oth•r.IN .horn. or DATE REVISIONS ®Iw.W.O000-,am oe,ro..wor,o�w., I-1-97 Renum Standord 319-6. SIGN PANEL MOUNTING DETAILS I "'"°'a " A DETAIL B 2-1-95 Moved G. N. to Specs. ' DETAIL _F�� DETAIL Addee metrlo. STANDARD 720001 S.S in (is,)to W LI n (20'1 Nonfreeways 151 .35 W .35 w 15 •2 .6 W .2 W t0.T m(35') NORTH JCT FfBeways �� DIVIDED III III III III III 39 xIDMAT 11 1 1 I I 1 1 I I III 111 III 111 all 1 1 I I I I 1 1 c m S.S m ll6'1 to 15.5 m(16•) to c E W L QLL 2 I I 1 1 1 1 I I 1 1 1 1 1 1 &UTILANE HIGHWAYS 1 1 1 1 LI 1 1 I I 1 1 !I POST SPACING FOR NON-FREEWAY SIGN PANELS S.S m(1611 to 6.1 m (2011 HAMBLM ~ Secondary 93° t l° o.� sign so N i i tl� -------- Ln -—-—-—-—-—-—-—-—-—- • In any area where parking Is likely to occur or where there ore obetructlons to vlew or where signs are located over 93' t 1° sidewalks. the hal,ght shall be of least TANGENT SECTION 2.1 m (T'I. TWO LANE RURAL HIGHWAYS 90° 1 11 d 600(24)Preferable ICT — ~ L. � 300 (121 min. I 40 �� L LIMIT 36 r YII 30 4 90° t 1° CURVE SECTION ~ N N y GROUND MOUNT SIGN POSITIONING N_ y M dimensions ore In millimeters (inches) MAN LOCATIONS Sidewalk Urds" otherwlee shown. DATE REVISIONS SIGN PANEL (9)low.aw>In°nt o/ o.woar ,Irlotkn TYPICAL INSTALLATIONS I-I-97 enum. Standard 2320-5. Signs in any area shall be erected to ERECTION DETAILS o uniform height above the edge of the 2-1- Rev. angle for around (Sheet l of 21 pavement. mounted signs on $jANDAR 006 tangent. ® Tap 0 0 `\ O N I A I P/tl A 16 1%)Hole c 2 I 1 ' Se �1 3 places E n I0 % W ill 1 (6) 235 did. '--'i� _Letters 1. D and H are I�a x Q Bose I E ' 1 P/tl 80 121 series D rolled. ° l+ N ?92 did. O 1O 01 �'� �,� NM 111/t) ' a lu PLAN x I ; Class 51 concrete I Q QI a (4%x 1 ' GAOUW M"T DETAIL I 1 7 r Ground�� E o^ ---ttt----- �� Top- 0 I I No. 10 (No. 3)Re-bors 0 I m 10 welded connectlona ' ' SPLICE DETAIL N 2 0 ( yl I 1 1 u.. SI x SI x var. f2 x 2 x vor.I S 0 ® 44 It 44 x 300 11-'4x IY4x 12) S0 I I $V 13 111 100 d1a• S T Q 57 x 57 x 1500(2'/4x 21/4x 60) (%21 (3y2) 141 /l al f2/21 121 I 300® Sleeve 0 (a) 64 x 64 It 1121 450 12%2x 2%2x 18) U2) dla. ® 57 x S1 x 900 (21/4x 21/4x 361 SECTION A-A 0 CONCRETE FOUNDATION © ease--+�•y Shim with stainless steel washers. FOR WOOD POSTS O 111/2) If necessary addlflonal washers may 4 be used for vertical alignment of PAVELENT mi"T DETAIL 11 4) 0 the post O 1 1 Y12x83 MOM Zinc ., l plated anchor bolt All bolt&YID 1%"l hex head zinc or cadmium plated. t 12/'' O Lock wosher TELESCOPING STEEL POST ASSERMBLY -1 !: A c M dlmtntlont art In mMsyf4lrt pnCMtl 'E uniesa OthWWI" thawn. LUIO %) Zinc plated n carriage t POST ASSEDBI.Y DETAIL ANC1t7A BOLT DETAIL SIGN PANEL l„, ERECTION DETAILS CAST IRON BASE FOR TELESCOPING (Sheet 2 of 21 EWNUR OF A APW4KO STEEL SIGN 150ST STANDARD 720006 �i o � I = I a T ? m u so ° x-- --- -- —x ° o i o = 12) ma m e t a o w m � U1;-W 0 0 i o � � e I �, I ° m � � U w c F�—�—� 6e'- h 4 1T T � o Lq L IC N e c I SECTION D-0 t # I SECTION E-E } A + 1.6T kq/m F 1 g 1 j !� Steel 11.12 IDs./ft.) t D J r a E• E F_ N 1 1 1 1 _ Toper ,Taper Toper optional - optional optional TYPE A TYPE B TYPE C GENERAL NOTES Dimensions shown for cross sections Sx-x are minimum. O b C mm kp/m f1n.31 llbe./f t.l All holes are 10 mm 13/8'9 diameter. Steel 78 32 37 3.651 2.98 S x-x Is the minimum section modulus about TYPE A 13Y,61 111'1 11�%KI <0.2231 12.001 the x-x axis of the poet as shown. For 69 11 I6 T,12 1.31 poets In which holes are punched or drilled 6 Aluminum 131 1 11 ) 11} 1 10,1 8 10.901 for more than hall their length. Sx-x shall be Computed for the net section. Steel 111 32 ]0 5.568 1.16 (3 ) (11 1 (11/2) (0.311) 13.001 TYPE B All dimsnston/ are in mMmeters pnCMSI Aluminum 116 1? 1? N.552 1.93 unless othKrl" shorn. f4S 1 12111 l21 / 10.8881 (1.301 KBATE REVISIONS METAL POSTS FOR Renum Standard 2]50-1. SIGNS MARKERS & .ASSFO P.1L1��IM7 �DELINEATORS Added Metric. STANDARD 720011 w --A •� N E MAI N sT ° N 5 TH AV:,-] A N C STYLE tpl STYLE Q)1 ° \ 1— ° T N °1[ BURTON DRS LOCUST ST 40 �-. • 2500 5 N ° STYLE Cal STYLE td) 1 SUPPORTING CHANNELS W Arlington = SANGAMON ° DRIVE t LL ° of point RIVER ROAD LS m c of sign l51I STYLE le) When road classification only STYLE Ifl Is on the second line, It should not be abbrevlot ed. TYPICAL SIGN STYLES LETTER SIZE SIGN DIMENSIONS UPPER CASE UC / LC BORDER STYLE PRIMARY PRIMARY A 0 C D E F G N l 2 • 1 2 • o,b.d Vor. 450 40 150 150 - - - 1500 150/115 - IS MOUNTING LOCATION lie) (1.501 16) 16) - - - (601 - (6/4.5) - - 10.61 c,e Vor. 600 40 150 - - 175 100 1500 - ?SD 150/115 - 750 15 124) 11.501 16) - (7) (4) 1601 13DI l6/4.5) 13D1 (0.61 a,b,d Vor. 600 40 200 200 - - 2000 - - 200/150 - - Is 1241 11.50) (8) (B) - (8D) - (8/6) - (0.61 f Vor, 7SO 60 150 165 12S - 1500 1500 150/115 150/IIS - 20 GENERAL NOTES (30) (2.25) (6) (6.5) (5) (601 160) (6/4.5) (6/4.5) (0,81 All signs shah have o white reflectorized c,e Var, 7SO 60 200 - - 230 IIS 2000 - 1000 200/110 1000 20 legend and border on a green actor (30) 12.25) l81 - - (9) (4.51 180) - (41)1- (8/6) - (401 10.81 legend background. a,b,d Var, 750 60 250 250 2110 - - 2501) - 250/190 - 20 (30) (2.25) 1101 (10) 1101 IIODI UO/7.5) (0.8) The sign panels shall be mounted as c,e Var. 900 60 250 - - 260 125 2500 - 1250 250/190 1250 20 shown on Standard 720001 or as specified 1361 112.251 1101 - - (Il) (5) 1100) - (5D1 (10/7.5) - 150) 10.81 In the pions. f Var. 1000 TS 200 215 120 - 2000 2000 - 200/150 2001150 - 20 (40) (3.001 (8) (8.51 (7) (BD) (BD) (8/6) (8/6) (0.81 f Var. 1200 75 2S0 2SO 200 - 2500 2500 250/190 250/190 - 20 As dlelsnslons are In m6nmsters Rncnss) 1481 43.001 (10) (10) 18) 11001 (IOD) (10/1.5) (10/7.5) 10.61 ur"" otherwise shorn, • Supplemental Messages DATE REVISIONS ®hM,ol.Dwart—i at vmworwnon 1-1-97 Renum. Standard 2380-5 MAST ARM MOUNTED —� � STREET NAME SIGNS 2-1-96 Added GENERAL NOTE regarding sign colors. STANDARD 720016 I I B 152.4 t _1_ 161 C I Eo I aQ o I SJr9 ° o yy1�� 1.98 °n I °n 1.078) •' .� ) . N �N N O !I?�e,P 11.45 0 1 .. Sr .687) I I I1.13x22.23(.438x.8751 Slated hale 2.06 0 10.41 - L-5'64 _ I 1.0811 ,1 0t'a (.410) 1.2221 I . , 150 (6) PANEL ti o 304.8 i ^�°n 38 1121 , I 1.0151 I I 1 m_� .2SOr� – �.N.. 1 4125) '•�° C C Ln^' N� 17.4 �'m n,° I (.078) 1 I '�'-, °• I 5.49 Full Rod. I I 42161 � 10.41 m N i 152.4 1 1 4 4101 "+ (6) I 9,53(.375)Bott TYPE 8 SIGN PANEL II I 1 1 1 I , 3.18 �Qo O r v ni 1.125) 9 t P °' n v°i V 1 (.078) : 17,45 N ,�ry I , Molding �. 1.687) In _4111 6.71 3�g 42641 I ( a Full Rad. 1'J 4 SECTION C-C B 44101 TYPE C SIGN PANEL W SECTION A-A SECTION B-B A Provide two post Clips top and bottom. Alternate at Interior panel Joints on ground-mounted signs. and provide two clips at all panel Joints on over- head mounted signs. ° n 8 1.98 12 =7— 4.78 1.078) ~T 188) o 1.051 11, All dimensions are In millimeters (Inches) A m.. �' N m m unless otherwise shown, P DATE REVISIONS ®Innoi.Raoor�m�nt of�rmapPrta��on �� 1-1-00 New Standard SIGN PANELS ..PRnYEn •'• =om FACE OF SIGN PANEL SIGN MOLDING EXTRUDED ALUMINUM TYPE s.'NEF�2i1t–alas — Color shall match sign face (Sheet I of 21 AVPMVEO Imo material. ITo be rlvited to $ sign pone: at 600 124) 0.C.). STANDARD 720021 NY R IOO•ISO 14.61 wood post 04 10O1115Y1014.3.t/il Coly. steel or oluminum angle Past CII Peed _ as Shawn In Section B-B 19.81 19.05 9.65 1.781 1.75) 1.381 Wood post m — Aluminum sign face 0 f-J _ '�° AA'2 UI O( ,)Bolt with SIGN PANEL ATTACHMENT flat washer, lock TO WOOD POST = n^.} Note)washer antl nut _ Nut epulking with . ) /— 450 118)O.C. Imin. _ nylon locking ring. of 3 bolts to be used) 20.83 (.821_ 1D Y SECTION 0-D vl N t2 X51 1.39) / . 11.18 1.441 f, 10'591'591'1 ' NUT, BOLT AND WASHER ASSEMBLY f l0•yl IO.OiI , ( 2) m m ri� I 10 v N O 4L T ®111n.1.o..a....,,.,Irdw.r1.11a, � 10.21 - -- 41 1 ooil SIGN PANELS EXTRUDED ALUMINUM TYPE STAINLESS STEEL CLAMP DETAIL (sheet 2 of 2) STANDARD 720021 A M SIGN NO. AND TYPE OF POST 11 I I 11 DEPTH H FOR SIGN WIDTH (W) 11 11 II c IDI 300 .450 600 150 900 II 11 11 1121 (1 58) 124) 1301 (361 1.5 m 151-0 111 A A A A A me(3{61 Bolt 0 5W 1.1 m 15'-6') A A A A A ._O.SOW_. fsta3Il Lem 16'•0"1 A A A A B 1 �II� �� 2.0 m 16'-6") A A A A 8 1580 2.1 m 17'-0"l A A A A B 1� -. 2.7 m W-6"I A A A A B = min. = 2.4 m 18'-0"1 A A A A B I I' 2.6 m 18'-6'7 A A A B B 2.1 m 19'-0"1 A A A B Ground surface B 1 101%1 0 o. hole 1.5 m 15'-0 111 A A A A A A A 8 8 ®� 600 2.0 m 16'-6 1 A A A B B I I I I 11 (241 2.1 m 17'-0") A A A B B I I F F I I 11 F 2.3 m (7'-61 A A A B 8 11 r I I 11 T- c 2.4 m 18'-0"1 A A A B 2A 2.6 m l8'-6"1 A A B B 2A ryv_ 2.7-M (91-0-1 A A 8 8 2A II 11 it LI IJ Lt 1.5 m (5'-0") A A- A B B 1.6 m (5'-6") A A A B 2A 1.6 m (6'-01 A A A B 2A ONE POST INSTALLATION TWO POST INSTALLATION. 750 2.0 m (6'-6"1 A A A B zA 1301 2.1 m W-O.9 A A e B 2A DETAIL OF MOUNTING SIGN TO POST 2.3 m 1T-6') A A 8 8 2A NOTE: Minimum of 2 bolts per post required. 2.4 m (8'-0"1 A A 8 8 2A 2.6 m 11-16") A A B 2A 2A 2.7 m f9'-0"1 A A B 2A 2A W 0.7S 1.5 m 15'-0"1 A A B B 2A GENERAL NOTES 1.7 m 15'-6") A A B 8 2A v 1.8 m 16'-0") A A 8 8 2A DESIGN: Current AASHTO Standard 900 2.0 m 16' 6"1 A A B 2A 2A Specifications for Structural Supports (361 for.1 m 17'-0"1 A A B 2A 2A Highway Signs, Luminaires and o Traffic Signals. 5 2.3 m IT'-6") A A B 2A 2A 2.4 m 18'-0"1 A 8 B 2A 2A LOADING: for 95 km/h (60 mph) wind velocity 2.6 m (B'-6") A 8 8 2A 2B with 30% gust factor, normal to sign. For diamond shaped sign with side S as shown, 2, m (9'-0") A B 2A 2A 2B use required post size for a Sign with W o 0.7S SOIL PRESSURE: Minimum allowable loll and D = 1.45. 1,5 m 15'-O"l rA A B 2A 2A pressure 120 kPa (1.25 tsf). I.1 m (5'-6") 8 0 2A 2A See Standard 720011 for details of i. m 16'-0") 8 B 2A 2A Types A and B posts. 1.2 m m 161-6'9 B 2A •2A 2B (4'-0"l .I m W-0"I B 2A 2A 28 All dimensions are In mMmeters drKswal .3 m (7'-6') B 2A 2B 28 unless of 11" shown.m (8'- "l A 2.6 m t8'-6") B 20 2B 2B DATE REVISIONS APPLICATIONS OF TYPES ®tenet.o.oa:mM er ve,.oer:enon 2.7 m l9'-0"1 8 2A 2B 20 2B 1-1-97 Renum Standard 2363-2. A & B METAL POSTS 11110 .bue•v 1• IM7 �a (FOR SIGNS & MARKERS) 6-15-94 Moved G.N. to Specs Added Metric STANDARD 729001 ffF 00 min U. 121 R OAD CONSTRUCTNExT x uIG20-ItO1-6036 G20-2o(0)-6024 U 4 This signing Is required for °n protects over –�i11 300 min. 3200 m(2 miles) or more In length. Type A –..I SO max. I max eqx Type A (1 2) f boner 1 l61 �I f61 RII-2 1 t61 flasher I RII•4 ROAD CONSTRl1CT10N NEXT x MILES sign shah De 1 placed 150 m (500') In oovonce of project limits. 1 ROAD e0A0 CLOUD ROAD CLOS(O ENO CONSTRUCTION sign shosba erected CLOSED TWUT TRAFFIC THW TRAFFIC at the of the Job unless another Job 13 within 1 Edge of 3200 m(2 miles) . _.. .... ..•. :..:..•.::•...::•.; shoulder Pavement Pavement WORK LIMIT SIGNING ROAD CLOSED TO ALL TRAFFIC ROAD CLOSED TO ALL TNRU TRAFFIC Re flectorl2ed striping may be omitted on the Reflectorized striping shoe appear on both bock aide of the borrlcodea.The barricades stun aides of the bdrrlcooes.The barricades shoe be to the edge of tro shoulders except when be to the edge of the pavement except o thew wise directed Dy the Engine of Or shorn On when otnarwlse directed by the Engineer or The detailed construction plans. shorn on the detailed construction plans. - Type A monoolrectionol flashing light TYPICAL APPLICATIONS OF • .a m (6'1 min — 3.6 m ll2'1 max., TYPE III BARRICADES CLOSING A ROAD o 6 min. E (24) 124) 0 > � ----+ 3.0 m max. O 100x100 (4x4) ° nom,wood Dos c Edv: of UO'1 m min o E pavement Tripod c E E or fore E l8"1 a of curb 1.5 m min. - W °. ; –•_ rap'�_ 1.5 m (5'1 min.11 dg Elevatlon of edge E = Paved shoulder l( Elevation Of edge d0 g _r embedment Of pavement _ ry of pavement J TYPICAL SIGN INSTALLATIONS e= E= L GENERAL NOTES °• f when curb Or paved shoulder ore present ry ry this dimension sholbe 600 mm (24'1 to the face of curb or 1.8 m l6'1 to the outside TYPE A TYPE 8 TYPE C edge of the paved shoulder. ROOF MOUNTED ROOF DR.TRAILER MOUNTED TRAILER MOUNTED AShalghts shown shonbe measured above the pavement Surface. Ahdlmensfona ore In millimeters (Incnasi ARROW BOARDS utveas otharwise shown. DATE REVISIONS ®(.<..o.a>.r. �.aw...a. 1.1-01 Added the word limits in TRAFFIC CONTROL wor Limit Signing de t. DEVICES Removed tubular morkar, (Sheet 1 of 31 (, .Zfax'E�SCSAI6.S 6 1-1-00 Ray.max,trlp°d sign xxx - offset 6 END CONST• STANDARD 01-02 sl n number. Type A onaalrectlool 150- flashi m n ng light t36) I 16-121 .6 m t 2.A m ^� t69 169 When Workers Present YaEN I !=250(10) R2-1101 10)-3624 WOKERS Strobe light (Black on oron") PRESENT x Typlcol 1.2 m SPEED 14') sign Speed Limit IS LIMIT 8- E R2-1-36A6 E ! (9bck on .hlta) w 4 • 6150 Fine Ulnlmum Fromes snollbe no heavier thorn 1161 W21-110TA-]616 Sm f6[ IOOxIOO 14x,1 (nom.dim.)wood or (Black on .slid MIN" SOx50z3 t2x2xl 5OxSOx5t2x2z eo) steel tubing or Edge of ) steal angles pavement RI9Id 75(3) p - avc Di"a Pavement �Q - -------- , CONSTRUCTION SPEED LIMIT SIGN WOOD OR METAL SUPPORTS PvC PIPE SUPPORTS 6001 WING BARRICADES A t2A) ml l]1 v ----------- ------------ .Oo O o �\ ----------- ----;------- b -� — ----- Weep holes- S v N^m-' 8 m B m } 6 m ---------0- / d t25'I I t25') I t2� _Constructlon advance z° 0 mt 60 m= 610 mkt worning signs 12001 ft'2'-00''')1 1200') 4A 0 4 One or two PLAN 6 m piece base L5 m � 1259 �- IIt 'S'' FLEXIBLE- DELINEATORS >✓il Face may be stepped '— - - -— Or smOOth I I Traffic n I A6 almenalons ore In mllllmetera (Inches) L0,9631 Otherwise shown. w.,.ow....,.,o-......,.u.. .. - I EDOxy channel, 90 t ® 1312, TRAFFIC CONTROL TYPICAL INSTALLATION DEVICES SECTION A-A ISneet 2 of 1) ,,, TEMPORARY RUMBLE STRIPS STANDARD 7- 1-02 °o 3.6 m (12'1 max. 8 g_ 1.2 m Wl min. S 4 p 6pp N 6pp g ry ��ti �iZA Q4)mT� (?41 ml`L g E N to N_ b 1�• o � o t5• g_, o T 1---_Centernne l n n 1 } a} Suppar} , } tr g°— „p length bnq th Ootlonoltnstr1pe0 615•°,tf�. bottom roll Nkr x100 TYPE IA BARRICADE TYPE 1 BARRICADE TYPE II BARRICADE x" 50:50x5 12:2x1 Angle or 50xSOx3 12x2x/�l Tubing C 0x100 l2x4l E per aupoor tl 00 E — — (241 00 r ^ 450 m ,121 (1800 Tubing .elaeo I ITS 21 -to base 1 1T1 ISO iS0 161 161 N 200 181 Fedsrdserlog C nv 180 171 Fatleralserles 8 —`^= 3 (yyl 450 Base ' n N Steelplates (181 y specified) 1.5 m 1.8 m 1S'I 1l l6'1 513 400 (201/=I IS TYPICAL WDOO SUPPORT TYPICAL STEEL SUPPORT TYPE 111 BARRICADES E E ' 101%) ofa� I 1 O 3 Holes I 4SOx450 Orange flags 450 min. T:181 ,181 g� STAFF FRONT SIDE REVERSE SIDE a X100.150(4-61 FLAGGER TRAFFIC CONTROL SIGN a DRUMS AND SAND MODULE _ E IMPACT ATTENUATORS 300 g E (121 y ^ N m Ay dimensions are In millimeters flnanas) n unless Other vise Sha++n. (4) g 8;; TRAFFIC CONTROL orange Dr onge DEVICES HIGH LEVEL WARNING DEVICE (Sheet 3 of 31 xiol = VERTICAL PANELS REFLECTORIZED CONES CONES STANDARD ' 01-02 r R21-410l-+e O rt.e or R20-IIDI-+e so+o or sye lR,n rc.o wa.s W20-To(01-+e W20-+(01-+8 W20-1(01-+e CD tIF 1 ' m J l l l _J \ O m IM1 '1 �= Type I or Type 1 Barricades• "One ray / one lone operation+ 100' --_--— —_—__—— — — _ I — 0000 TYDe I or Type barricades __ -_ tlo �. m I Q m 130 m max_I �i1p Type ■ barricades i�E tIt r y� T T (100 11 OSE E g RII-2 so.o tIE tIE sow ` or aru�o .del "°'° nAOae 1120-3 01-48 "K'e W21-+(0)-+9 R20-+101-+8 R20-1101-+e For or molntervonce and a Dr O,c atY R20-Tal01-Ie w'eu'aw For oporored Rzo-NOl-+e •20-1101-+8 Ord siderood closures For R21-+(0)-+8 contract construction projects SIGN SPACING GENERAL NOTES Posted Speed Sign Spacing SYMBOLS 55 16+ m 15001 ilE Cones of e m 125'1 centers for 75 m SO-+5 115 m (350) QSO'I. Additional cones may be placed Rork area U5 60 m 1200'1 of 15 m 150'1 centers. When drums or ® 7Yoe I or Type II barricades are used. m. Refer to SIGN SPACING the Interval between devices may O Cone. drum or barricade TABLE for distances. be doubled. lnat redulred for moving ooeratlonsl Where. at Onytlme, ploy Or night, any a Sign on portable or permanent support vet Cie, sa encroach workers Or their activities encroach M the pavement reaulring the closure of one traffic Flogger with traffic control sign lone In on urban area All dimensions Ore In millimeters (Incheel Barricade or drum with flashing light unless otherwise shown. Type 111 Dorrlcade with flashing lights DATE REVISIONS 1-1-99 Rev. borr. or drum w/ URBAN LANE CLOSURE a —flashing light ' m• ` add 2L, 2W UNDIVIDED Type 111 borr. s m. i.cvcT.Tar[w w.a I-I-9e Added +e" aimenalon to R sign deslQnatlons. STANDARD 7^' Ol-02 Kendall County Prevailing Wage for August 2002 Page 1 of 5 Kendall County Prevailing Wage for August 2002 Trade Name RG TYP C Base FRMAN *M-F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT-GEN ALL 28. 000 28.750 1.5 1.5 2. 0 3.580 2.970 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 33.190 35. 030 2. 0 2. 0 2. 0 3.700 4.650 0. 000 0.150 BRICK MASON BLD 30. 150 32.150 1.5 1.5 2.0 4.550 5.080 0.000 0.120 CARPENTER ALL 31.200 32.700 1.5 1.5 2. 0 4. 600 4.400 0.000 0.440 CEMENT MASON ALL 29.000 31.900 2. 0 1.5 2.0 4.550 7.110 0.000 0.050 CERAMIC TILE FNSHER ALL 23. 850 0. 000 2.0 1.5 2.0 4.250 3.700 0.000 0.210 COMMUNICATION TECH BLD 28.610 30.110 1.5 1.5 2. 0 4. 850 5.440 0.000 0.570 ELECTRIC PWR EQMT OP ALL 26. 460 33.040 1.5 1.5 2.0 2. 450 6. 610 0.000 0.130 ELECTRIC PWR GRNDMAN ALL 20.750 33. 040 1.5 1.5 2. 0 2.450 5. 190 0.000 0. 100 ELECTRIC PWR LINEMAN ALL 31.290 33.040 1.5 1.5 2.0 2.450 7. 820 0. 000 0.160 ELECTRIC PWR TRK DRV ALL 21.390 33. 040 1.5 1.5 2.0 2.450 5.350 0. 000 0. 110 ELECTRICIAN BLD 34.670 38.140 1.5 1.5 2.0 4.850 7.970 0.000 0.690 ELEVATOR CONSTRUCTOR BLD 33.585 37.780 2.0 2. 0 2.0 4.425 2.610 2.020 0. 000 FENCE ERECTOR ALL 31.490 33.060 2.0 2.0 2.0 4.690 11.28 0.000 0.250 GLAZIER BLD 27. 800 28.800 1.5 2.0 2. 0 4.540 7.800 0.000 0.200 HT/FROST INSULATOR BLD 29.050 30. 800 1.5 1.5 2.0 5.370 7.360 0.000 0.230 IRON WORKER ALL 31.490 33. 060 2.0 2.0 2. 0 4. 690 11.28 0.000 0.250 LABORER ALL 28. 000 28.750 1.5 1.5 2.0 3.580 2.970 0. 000 0.170 LATHER BLD 31.200 32.700 1.5 1.5 2.0 4.600 4.400 0.000 0.440 MACHINIST BLD 30.610 32.360 2. 0 2. 0 2.0 3.200 2.600 2.110 0. 000 MARBLE FINISHERS ALL 23. 000 0. 000 1.5 1.5 2.0 3.600 3. 800 0. 000 0.240 MARBLE MASON BLD 26.780 28.280 1.5 1.5 2.0 4.300 6.600 0.000 0.230 MILLWRIGHT ALL 31.200 32.700 1.5 1.5 2. 0 4.600 4.400 0. 000 0.440 OPERATING ENGINEER BLD 1 33. 850 37.850 2. 0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER BLD 2 32.550 37. 850 2.0 2. 0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER BLD 3 30.000 37.850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER BLD 4 28.250 37.850 2.0 2.0 2.0 5. 400 4.250 1.700 0.500 OPERATING ENGINEER HWY 1 32. 050 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 2 31.500 36. 050 1.5 1.5 2. 0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 3 29.450 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 4 28. 050 36.0501.5 1.5 2. 0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 5 26. 850 36. 050 1.5 1.5 2. 0 5.400 4.250 1.700 0.500 ORNAMNTL IRONWORKER ALL 31.490 33.060 2.0 2.0 2.0 4.690 11.28 0.000 0.250 PAINTER ALL 29. 660 30.660 1.5 1.5 2.0 4.150 3.700 0.000 0.300 PAINTER SIGNS BLD 25. 150 28.240 1.5 1.5 1.5 2.600 2.010 0.000 0. 000 PILEDRIVER ALL 31.200 32.700 1.5 1.5 2. 0 4.600 4.400 0. 000 0. 440 PIPEFITTER BLD 32.100 34.100 1.5 1.5 2.0 4.300 5. 950 0. 000 0.800 PLASTERER BLD 29. 090 30. 090 1.5 1.5 2. 0 4. 000 5.100 0. 000 0. 400 PLUMBER BLD 32. 100 34. 100 1.5 1.5 2. 0 4.300 5.950 0.000 0. 800 ROOFER BLD 30.850 32.850 1.5 1.5 2.0 3.950 2.380 0.000 0.320 SHEETMETAL WORKER BLD 31.740 33. 490 1.5 1.5 2. 0 4.450 5.760 0. 000 0.340 SIGN HANGER BLD 26. 070 27.570 1.5 1.5 2.0 3. 800 3.550 0. 000 0. 000 SPRINKLER FITTER BLD 30. 040 31.540 1.5 1.5 2.0 3.400 2. 900 0.000 0.150 STEEL ERECTOR ALL 31. 490 33. 060 2.0 2.0 2.0 4. 690 11.28 0. 000 0.250 STONE MASON BLD 30. 150 32.150 1.5 1.5 2.0 4.550 5. 080 0.000 0.120 TELECOM WORKER ALL 22. 900 24. 400 1.5 1.5 2. 0 3. 000 2.650 1.430 0.000 TERRAZZO MASON BLD 27.500 29.000 2.0 1.5 2 .0 4.500 6.350 0.000 0.160 TILE MASON BLD 29.130 31.130 2. 0 1.5 2. 0 4.250 4.450 0. 000 0.400 TRUCK DRIVER ALL 1 27.550 28.100 1.5 1.5 2.0 4.325 3. 075 0. 000 0. 000 TRUCK DRIVER ALL 2 27.700 28.100 1.5 1.5 2. 0 4.325 3. 075 0.000 0. 000 TRUCK DRIVER ALL 3 27. 900 28.100 1.5 1.5 2.0 4.325 3. 075 0. 000 0. 000 TRUCK DRIVER ALL 4 28. 100 28.100 1.5 1.5 2.0 4.325 3. 075 0.000 0.000 TUCKPOINTER BLD 29. 650 30.650 1.5 1.5 2.0 3. 660 4.500 0. 000 0.260 ,I http://www.state.il.us/agency/idol/CM/EVENMO/K-ENDALLx.htm 8/5/2002 Kendall County Prevailing Wage for August 2002 Page 2 of 5 Legend: M-F>8 (Overtime is required for any hour greater than 8 worked \� each day, Monday through Friday. OSA (Overtime is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health & Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) Explanations KENDALL COUNTY The following list is considered as those days for which holiday rates of 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 from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos 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. COMMUNICATIONS TECHNICIAN Construction, installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) , telephone, security, and data inside wire, interconnect, terminal equipment, central offices, PABX and equipment, micro waves, V-SAT, 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. 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. hnp://www.state.If,us/agency/idol/CMJEVENMO/KENDALLx.htm 8/5/2002 Kendall County Prevailing Wage for August 2002 Page 3 of 5 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. 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. ) . http-//WwW.State.il.us/agency/idol/CM/EVENMO/KENDALLx.htm 8/5/2002 Kendall County Prevailing Wage for August 2002 Page 4 of 5 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 pusher - two engineers) ; Tractor with Boom; Tractaire with Attachments; Trenching Machine; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole; Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines; Wheel Excavator; Widener (APSCO) . Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front 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. http://www.state.1l.us/agency/idol/CN4/EVENMO/KENDALLx.htm 8/5/2002 ` Kendall County Prevailing Wage for August 2002 Page 5 of 5 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. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If there is no such definition on file, the Bureau of Labor Statistics SIC list will be used. 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. Further, if no such neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 618/993-7271 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape �- plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. L http://www.state.il.us/agency/idol/CM/EVENMO/KENDALLx.htm 8/5/2002