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Resolution 1999-21 Illinois Departrr It Resolution for Main )nce of Streets and Highways of Transportab%,. By Municipality wader the Illinois Highway Code RESOLUTION NO. 194q —,U BE IT RESOLVED,by the MAYOR AND CITY COUNCIL of the (Council or President and Board of Trustees) UNITED CITY of Y(1RKyTT T F , Illinois,that there is hereby (City,Town or Village) (Name) appropriated the sum of$ 35,230.'00 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code,from jaAida tc1, 19 MAY 1, 1999 t0 APRIL 30, 2000. BE IT FURTHER RESOLVED,that only those streets, highways,and operations as listed and described on the ap- proved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connec- tion with this resolution,are eligible for maintenance with Motor Fuel Tax funds during the period as specified above. BE IT FURTHER RESOLVED, that the Clerk shall, as soon as practicable after the close of the period as given above, submit to the Department of Transportation, on forms furnished by said Department, a certified statement showing expenditures from and balances remaining in the account(s) for this period; and BE IT FURTHER RESOLVED,that the Clerk shall immediately transmit two certified copies of this resolution to the district office of the Department of Transportation,at OTTAWA ,Illinois. Mr. oQ}6tnA Clerk in and forthe d did I, Mi ss - . Mrs. (City,Town or Vi ape) of ,County of hereby certify the foregoing to be a true,perfect and complete copy of a resolution adopted by the at a meeting on 19�• (Council or President and Board of Trustees) IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this-9-2th _day of A.D. 19 A. (SEAL) A,_�_.. Clerk (City,Town or Village) APPROVED 19— Department of Transportation District Engineer SLR 4123(Rev.6/87) IL 494-0354 Illinois Departmei Municipal Estimate of of Transportation Maintenance Costs Period from Municipality UNITED CITY OF YORKVILLE MAY 1 `1999 to APRIL 30 2000 — Estimated Cost of Maintenance Operations Material,Equipment or Labor Operation Maintenance Operation Quantity Unit Amount Cost (No.-Description-Total Quantity) Item and Specification Reference and Unit Cost j rwAV'FT PATrTNTNC DA[717T nn r'RUSNFTI . TnNF 00.00 7600.00 7 BITUMINOUS PATCHING BITUMINOUS COLD PATCH 40 TONS 72.00 BITUMINOUS HOT PATCH 200 TONS 35.00 7000.00 9880.00 I_REmniTAL tons 29.00 8700.00 rAYrTTTM rRIORIDE, 9000 GAL, .40 a 800.00 9500.00 4. STGN & STGN POSTS VARIOUS 8250-nn Total Estimated Maintenance Cost 35,230.00 bmitted ' 19 Approved ' 19 By Municipal Official Title District Engineer Submit Four(4) Copies to District Engineer BLR-8202(Rev.5/90) • ♦ _ •e lu ►•�. •• 1 111 �.� . •: 1 / : 1_ 111 C Illinois (apartment Special Provisions (vD of Transportation The following Special Provisions supplement the"Standard Specifications for Road and Bridge Construction", Adopted -7 , the latest edition of the"Manual on Uniform Traffic Control Devices for Streets and Highway", drid 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 y7—U — -G✓yl and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. BLR 5709(Rev.2/97) CHECK SHEET FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted January 1, 1997 This Check Sheet contains a listing of SUPPLEMENTAL SPECIFICATIONS and frequently used RECURRING SPECIAL PROVISIONS. `- SUPPLEMENTAL SPECIFICATIONS PAGE NO. ,ltd•S°ec. RECURRING SPECIAL PROVISIONS The following RECURRING SPECIAL PROVISIONS indicated by an'X'are applicable to this contract and are included by reference: CHECK SHEET# A N 1 R.R.Protection Liability Form(Eff.6-10-58)(Rev.9-29-67) ................... 2 State Required Contract Provisions All Federal-aid Construction 10 Contracts(Eff.2-1-69)(Rev. 10-1-83) ....................................... 3 Specific Equal Employment Opportunity Responsibilities 11 NonFederal-aid Contracts(Eff.3-20-69)(Rev. 1-1-94) 15 4 Required Provisions-State Contrails(Eff.415)(Rev.41-9 18 5 Asphalt Quantities and Cost Reviews(Eff.7-1-88) ................................ 6 Subletting of Contracts(Federal Aid Contracts) 19 (Eff. 1-1-88)(Rev.5-1-93) .......................................................... 7 National Pollutant Discharge Elimination System Permit(Eff.7-1-94) .... 20 21 8 Grading and Shaping Ditches(Eff.5-1-93) .............•••°•°••°•°°......•...... 22 9 Earthwork(Eff.7-1-94)(Rev.2-1-95) ...................................................... 10 Construction Layout Stakes Except for Structures 23 (Eff.5-1-93)(Rev.8-1-93) ............................................................ 25 11 Construction Layout Stakes(Eff.5-1-93)(Rev.8-1-93) 12 Controlled Low-Strength Material(CLSM) 27 (Eff. 1-1-90)(Rev. 1-1-97) ............................................................ 13 Use of Geotextile Fabric for Railroad Crossing 30 (Eff. 1-1-95)(Rev. 1-1-97) .......................................................... 31 14 Erosion Control Fiber Blanket(Eff.3-1-91)(Rev.7-1-96) 15 Bituminous Surface Removal(Cold Milling) 33 (Eff.11-1-87)(Rev.4-15-91) ....................................................... 35 16 Bituminous Surface Treatments Half-Smart(Eff.7-1-93) (Rev.1-1-97) .............................. ...................................:.....:...... 17 Subsealing of Concrete Pavements(Eff.11-1-84).(Rev.2-1-95) 18 Asphaltic Emulsion Slurry Seal and Fibrated Asphaltic Emulsion Slurry Seal(Eff.8-1-89)(Rev.10-1-90) •••••°°°°•°••°••°• 42 46 19 Polymer Modified Emulsified Asphalt(Eff.5-15- ................................. 48 20 Class A Patches(Eff.8-1-94) ................................................................... 49 21 Pavement Patching with Bituminous Surface Removal (Eff.10-1-94) .................................. 50 ............................................. 22 Surface Test Using The 5 m(16 ft.)Straightedge(Eff.11-1- ............ 51 23 Bituminous Surface Removal Over Patches(Eff.10-1-95) ....................... 24 Haul Road Stream Crossings,Other Temporary Stream Crossings, and In-Stream Work Pads(Eff.1-2-92)(Rev.6-30-94) 53 25 Protective Shield System(Eff.4-1-95)(8-1- ....................................... 54 ............................................ 26 Pipe Underdrains(Eff.9-9-87)(Rev.1-1- ... 55 27 Traffic Barrier Terminal Type 1 Special(Eff.8-1-94)(Rev.4-1-96) 56 ........... 28 Traffic Barrier Terminal Type 3 Special(Eff.8-1-94)(Rev.2-1-96 57 29 Traffic Barrier Terminal Type 36(G.R.E.A.T.SYSTEM)(Eff. 10-1 ..... 58 30 Sand Module Impact Attenuators(Eff. 10-15-76)(Rev.7-1- 60 31 Give em a Brake Sign(Eff.8-1-89)(Rev.08-1-91 .................................. 32 Portable Changeable Message Signs(Eff. 11-1-93)(Rev.2-1- .. 61 33 Calcium Nitrite Corrosion Inhibitor(Eff.3-1-80)(Rev.6-1-90) X ................................... 63 34 Aggregate Gradation Control System(Eff.7-1-95) State of Illinois Department of Transportation Division of Highways Springfield SPECIFICATIONS FOR BITUMINOUS MIXTURES FOR MAINTENANCE USE EMULSIFIED ASPHALT TYPE Serial Number. M 17-95 1. DESCRIPTION. These specifications cover coarse-graded and fine-graded bituminous mixtures for use in maintaining small areas on flexible and rigid type pavements. The bituminous premix shall be composed of mineral aggregate uniformly coated with emulsified asphalt HFE-300 or SS-1, or inverted emulsified asphalt CBAE-2 plus additive and prepared cold as further described below. The mixtures shall be capable of being loaded into trucks by either hand shovels or power loading equipment, shall be sufficiently workable for placing with shovels, rakes or other hand tools, and shall readily compact by hand tamping, hand or power rolling, or under the action of traffic at the mixing temperature or at temperatures as low as 40°F., immediately after preparation or over a period of several months in a stockpile. The mixture shall remain in place when used to patch wet or dry pavements and shall be stable under normal traffic conditions. 2. MATERIALS. Control of the materials shall be in accordance with the general requirements of Section 106 of the current Standard Specifications for Road and Bridge Construction. At the discretion of the Engineer, a twenty-five pound sample of the aggregate (s), a one-quart sample of the bituminous material and a one-pint sample of the additive shall be submitted to the Bureau of Materials and Physical Research, 126 East Ash Street, Springfield, Illinois, for checking the dosage rate and compatibility of the additive with the other ingredient materials. (a) Aggregate 1. Coarse Aggregate shall consist of crushed stone, crushed gravel, or chats, of Class C quality or better, as defined in Article 704.01 of the above cited Standard Specifications. 2. Fine Aggregate shall consist of sand, stone sand, stone screenings or chats of Class B quality or better, as defined in Article 703.01 of the above cited Standard Specifications. (b) AddiLv& 1. When CBAE-2 is used, an anti-stripping additive approved by the Department shall be required. The additive shall be added to the bituminous material at the dosage rate (0.8 to 1.5 percent by weight of total liquid) recommended by the Engineer and shall be thoroughly mixed for at least four(4) hours prior to being incorporated into the mix. A list of approved additives is available on request. Serial Number. M 17-95 (c) Bituminous Material The bituminous materials used shall be either emulsified asphalt HFE-300, SS-1, or inverted emulsified asphalt CBAE-2. 1. Emulsified asphalt HFE-300 shall conform to the requirements given in Article 709.07 of the Standard Specifications. Emulsified asphalt HFE-300 shall be formulated to possess the characteristics required to produce a mixture conforming to the requirements of this specification. 2. Emulsified asphalt SS-1 shall conform to the requirements given in Article 709.07, of. the Standard Specifications. 3. Inverted emulsified asphalt CBAE-2 shall conform to the following requirements: Flash Point(Cleveland open cup) ° F----------- 175 + Viscosity, Saybolt Furol @ 140° F. (SEC) - ------ 100 -300 Water Content % by weight------------------ 3-9 Asphalt Content% by weight----------------- 65 min. Solvent Content% by weight------------------ 12-25 Test on Distillation Residue Penetration at 77° F. , 100 g. , 5 sec. ------------ 120 -300 Ductility at 77° F. , 5 cm/min. , cm- -------------- 100 min. Soluble in Carbon Tetrachloride, % -------------- 98 min. Miscibility with water------------------------N,one 3. INSPECTION. The Engineer or his authorized representative shall have access at any time to all parts of the plant in order to verify weights or proportions and character of materials used in the preparation of the mixture. The manufacturer shall afford such facilities as may be required for making inspection at the plant and for collecting and forwarding samples of the bituminous mixture to the Department. 4. PLANT AND EQUIPMENT. Storage facilities and all equipment used in the preparation of the mixture shall be approved by the Department. An approved drier shall be available for surface drying the aggregate when needed. The materials for individual batches shall be measured accurately either by volume or weight, by approved methods and equipment. A batch type mixture of approved design and capacity shall be used in mixing the ingredient materials. However, approval for the use of a continuous mixer may be given if it can be shown that satisfactory results will be obtained. 5. PREPARATION OF MIXTURE. At the time of mixing, the aggregate shall not contain enough moisture to cause drifting of the emulsion from the aggregates. The aggregate and bituminous material shall be measured separately and accurately by weight or volume. When a batch type mixer is used, the aggregates shall be added to the mixer and mixed thoroughly. The bituminous material shall then be added and mixing continued for a period of at least 30 seconds or longer if necessary to produce a homogeneous mixture in which all particles of the aggregate are coated uniformly. For safety reasons, when inverted emulsified asphalt CBAE-2 is used, the temperature of the aggregate must not exceed 175°F. -2- Serial Number. M 17-95 6. COMPOSITION OF MIXTURE. The ingredients shall be combined in such a manner as to produce a mixture which when discharged shall be workable. The mixture shall conform to the following composition limits by weight: Crushed Stone. Crushed Gravel or Chats Gravel Graduation of Extracted Aggregate: (100%) Coarse Fine Binder Mixture Surface Mixture Surface Mixture Surface Mixture Percent Passing Sieves _ 3/4 inch 100 — 1/2 inch 75-94 100 95-100 — 64-78 90-100 — 95-100 No. 4 inch 32-45 65-86 50-75 50-85 No No. 10 22-34 28-50 30-60 35-65 No. 200 0-5.0 0-6.0 0-10.0 0-10.0 Residual Bitumen (Includes Additive) 4.0-5.0 5.0-6.0 4.0-5.0 5.0-6.0 7. LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC. The laws to be observed; permits and licenses; patented devices. materials and processes; and responsibility for damage claims, shall be in accordance with the requirements of Section 107 of the above cited Standard Specifications. SAFETY NOTE: Inverted emulisified asphalt CSAE-2 is a combustible liquid and should be handled as a hazardous material. All local, city, county, state and federal regulations in handling a hazardous liquid should be followed. Form LX-1 Effective September 1,1995 This specification supersedes Serial Number M 17-79, effective April 1, 1979. -3- State of Illinois Department of Transportation Division of Highways Springfield SPECIFICATIONS FOR . BITUMINOUS MIXTURE FOR MAINTENANCE USE MEDIUM CURING LIQUID ASPHALT TYPE Serial Number: M19-95 1. DECRIPTION. These specifications cover bituminous mixtures for use in maintaining small areas on flexible and rigid type pavements. 2. MATERIALS. Control of the materials shall be in accordance with the general requirements of Section 106 of the current Standard Specifications for Road and Bridge Construction. At the discretion of the Engineer, a twenty-five pound sample of the aggregate (s), a one-quart sample of the bituminous material and a one-pint sample of the additive shall be submitted to the Bureau of Materials and Physical Research, 126 East Ash Street, Springfield, Illinois, for checking the dosage rate and compatibility of the additive with the other ingredient materials. (a) AQQreaate 1. Coarse Aggregate shall consist of crushed stone, crushed gravel, or chats, of Class C quality or better, as defined in Article 704.01 of the above cited Standard Specifications. 2. Fine Aggregate shall consist of sand, stone sand. stone screenings of chats of Class B quality or better, as defined in Article 703.01 of the above cited Standard Specifications. (b) Additive The additive shall be an anti-stripping additive approved by the Department. The additive shall be added to the bituminous material at the dosage rate (0.8 to 1.5 percent by weight of total liquid) recommended by the Engineer and shall be thoroughly mixed for at least four (4) hours prior to being incorporated into the mix. A list of approved additives is available on request. (c) Bituminous Materials The bituminous material used shall be either liquid asphalt MC-250 or MC-800 conforming to the requirements of Article 709.09. Medium Curing Liquid Asphalt,'ff the above cited Standard Specifications. The Engineer reserves the right to specify the grade to be used. Serial Number. M 19-95 3. INSPECTION. The Engineer or his authorized representative-shall have access at any time to all parts of the plant in order to verify weights or proportions and character of materials used in the preparation of the mixture. The manufacturer shall afford such facilities as may be required for making inspection at the plant and for collecting and forwarding samples of the bituminous mixtures to the Department. 4. PLANT AND EQUIPMENT. Storage facilities and all equipment used in preparation of the mixture shall be approved by the Department. An approved drier shall be available for surface drying the aggregated when needed. The materials for individual batches shall be measured accurately either by volume or weight, by approved methods and equipment. A batch type mixture of approved design and capacity shall be used in mixing the ingredient materials. However, approval for the use of a continuous mixer may be given if it can be shown that satisfactory results will be obtained. 5. PREPARATION OF MIXTURE. The aggregate shall be surfaced dry at the time of mixing and shall contain not more than"I.5 percent moisture by weight. Aggregates which do not conform to this requirement shall be dried by natural or artificial means before being used in the mixture. The mixture at the time of mixing shall have a temperature above 150° F. and below the flash point of the bituminous material. The bituminous material shall be heated to such a temperature that it will be workable when used in preparation of the mixture. 6. COMPOSITION OF MIXTURES. The Department shall specify the type (gradation) of the mixture to be used. The ingredients shall be combined to produce a mixture meeting the approval of the Department and conforming to one of the following composition limits, by weight, as determined by tests of the prepared mixture. Gradation of Extracted Aggregate (100%) Percent Passing Sieve Nominal Size 1/2" to No. 4 1/2" to No. 10 3/8" to No 10 3/8" to No. 200 1/2" 100 100 — 10 3/8" 60-90 — 100 100 No. 4 0-25 30-55 20-50 25-45 No. 10 0-15 20-50 0-15 15-30 No. 40 — 5-20 — 5-15 No. 200 0-6.0 0-5.0 0-6.0 0-6.0 Residual Bitumen, 3.5-7.0 (Includes Additive)% 3.0-5.0 4.0-7.0 3.0-5.0 -2- .Serial Number: M19-95 Gradation of Extracted Aggregate (100%) Percent Passing Sieve Nominal Size Alternate Alternate Alternate 1/2" to No. 200 3/8" to No. 10 3/8" to No. 200 1/2" 95-100 -- — 3/8" — 100 100 No. 4 50-75 20-65 25-65 No, 10 35-50 0-15 15-30 No. 40 5-25 -- 5-15 No. 200 0-5.0 0-6.0 0-5.0 Residual Bitumen, (Includes Additive)% 4.0-6.0 3.0-5.5 3.5-7.5 The percentage of bituminous material shall be determined by the Engineer. The right is reserved to make, at any time during the progress of the work, such changes in the proportions of bitumen and aggregate as the Engineer may consider necessary or desirable within the limits of the specifications. After the proportions of the ingredient materials have been set there shall be no variation from the same without the Engineer's approval. It is the responsibility the producer to produce a mixture conforming to the requirements of these specifications and satisfactory to the Department. 7. LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC. The laws to be observed; permits and licenses; patented devices, materials, and the processes; and responsibility for damage claims, shall be in accordance with the requirements of Section 107 of the above cited Standard Specifications. Form LX-1 Effective September 1, 1995 This specification supersedes Serial Number M 19-81, effective January 1, 1981 -3- State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of Local Roads and Streets SPECIFICATION FOR ROCK SALT All references to Sections or Articles in this specification shall be construed to mean a specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. DESCRIPTION . This item shall consist of furnishing rock salt (sodium chloride) in bins or stockpiles at location designated in the Proposal. MATERIALS . Material shall meet the requirements of Article 1013 .02 of the Standard Specifications except that the gradation shall be as follows : Passing 12 .5 mm (1/2 inch) sieve . . . 1000 Passing .9 .5 mm (3/8 inch) sieve . . . . . . . . . . . . 95 to 100% Passing 4 .75 mm (No. 4) sieve . . . . . . . . . . . . . . 20 to 90% Passing 2 .36 mm (No. 8) sieve . . . . . . . . . . . . . . 10 to 600 Passing 600 micron (No. 30) sieve . . . . . . . . . . . . 0 to 100 Permissible Variations - A 5 percentage point tolerance on each sieve, except the 12 .5 mm and 9 .5 mm (1/2 inch and 3/8 inch) shall be allowed for material sampled after delivery to the purchaser. The Department will reject any shipment of Rock Salt that is outside of these tolerance limits. The right is also reserved to reject any shipments of rock salt which are delivered in a frozen or caked condition or which contain free water. The sodium chloride (NaCl) content shall be not less than 96 .0%. Permissible Variation - A 0 .5% tolerance in the content of sodium chloride (NaCl) from the prescribed chemical composition shall be permissible for samples taken at destination. The Department reserves the right to accept delivery of Rock Salt which, according to analysis by the Department, has a sodium Chloride (NaCl) content of less than 96 .0 percent, but is not less than 90.0 percent_ when such exceptions are allowed, payment will be adjusted. METHOD OF MEASUREMENT Rock Salt will be measured by the metric ton (ton) . BASIS OF PAYMENT _ This work will be paid for at the contract unit price per metric ton (ton) for furnishing and transporting ROCK SALT based on the sodium chloride content. Payment will be in accordance with the following schedule LR 663 (Rev. 1-97) NaCl Content 96% to 100% Net Bid price per ton. NaCl Content 95% to 96% Bid price less $0 .50 per metric ton (ton) . NaCl Content 94% to 95% Bid price less $2 .00 per metric ton (ton) . NaCl Content 90% to 94% Bid price less $4 .00 per metric ton (ton) . Material with less than 90% sodium chloride will be rejected. 2 LP,663 (Rev. 1-97) State of Illinois Department of Transportation. SPECIFICATIONS FOR SODIUM CHLORIDE (Rock Salt) Serial Number: M 36-86 I . GENERAL REQUIREMENTS 1 . SCOPE. This specification covers the furnishing, transporting, and inspection of Sodium Chloride (Rock Salt) intended for use as a deicer and for road construction or maintenance purposes. 2. SAMPLING AND TESTING. Unless otherwise provided, all materials shall be sampled and tested in accordance with the latest published standard methods of the American Society for Testing Materials, and revisions thereof, in effect on the date of the invitation for bids, where such standard methods exist. In case there are no ASTM Standards which apply, applicable standard methods of the American Association of State Highway Transportation Officials, or of the Federal Government or of other recognized standardizing agencies shall be used. 3. INSPECTION. The Department reserves the right to make inspection and tests of the Sodium Chloride, either at the origin of the shipment, at barge unloading points, or at destination, whichever is most convenient for the Department. 4. DELIVERY. Sodium Chloride transported in open trucks or in open top railroad cars shall be covered to provide protection against the weather. The ootTgation for the protection of the Sodium Chloride rests solely with the vendor. (Holder of the purchase order.) Deliveries made by motor truck will be accepted only during the rea_ular work days and working hours, except when special arrangements have been made in advance with the District Engineer to whom the shipment is directed. All bulk Sodium; Chloride that is delivered by motor trucks is to be transported in dump trucks or in self-unloading vehicles. It shall be the responsibility of the vendor to unload the Sodium Chloride in storage bins or stockpiles as directed by the District Engineer. All releases will be for an;ounts that will either make a full truck lot (20 tons) or a full carload lot (40 tons) . Vendors will not be expected to haul partial loads or ship in less than carload lots. 5. PACKING AND PARKING. Venders who hold purchase orders for delivery of Sodium Chloride in bias shall furnish a sturdy multiwall kraft paper bag, the contents of which shall not exceed 100 pounds of Sodium Chloride . The name of the manufacturer and the net weight shall be shown on the outside of each bag. II . MATERIAL REQUIREMENTS .- 1 ' • '{ 6. SODIUM CHLORIDE. These requirements cover Sodium Chloride obtained from natural deposits (Rock Salt) or produced by man (evaporated, Solar and other) . The Sodium Chloride shall meet the following physical and chemical requirements. . (a) Physical Composition: Passing a 1/2 inch (12.5 ff.q) sieve, 100% Passing a 3/8 inch (9.5 mm) sieve, . . . . . . . . . . 95 to 100% Passing a No. 4 (4.75 rrm) sieve. . . . . . . . . . . . . 20 to 90% Passing a No. 8 (2.36 mm) sieve. . . . . . . . . . . . . 10 to 60% Passing a No. 30 (600 um) sieve. . . . . . . . . . . . . 0 to 10% Permissible Variations - A 5 percentage point tolerance on each sieve, except the 1/2 inch and 3/8 inch, shall be allowed for material sampled after delivery to the purchaser. The Department will reject any shipment of Sodium Chloride that is outside of these tolerance limits. The right is also reserved to reject any shipments of rock salt which are delivered in a frozen or caked condition or which contain free water. (b) Chemical Composition: The sodium chloride (NaCl ) content shall be not less than 96.OA. Permissible Variation - A 0.51 tolerance in the content of sodium chloride (NaCl) from the prescribed chemical composition shall be permissible for samples taken at destination. (c) Exceptions and Penalties: The Department reserves the right to accept delivery of Sodium Chloride which, according to analysis by the Department has a sodium chloride (NaCl ) content of less than 96.0 percent, but is not less than 90.0 percent. When such reservation is applied, payment will be made on the following basis: (1 ) When sodium chloride (NaCl ) content is less than specification requirements, but is not less than 95.0 percent: Quoted price f.o.b. county or destination - Less $0.50 per ton. (2) When sodium chloride (NaCl') content is less than 95.0 percent but is not less than 94.0 percent: Quoted price f.o.b. county or destination - Less $2.00 per ton. �. -2- (3) When sodium chloride (NaCI ) content is less than 94.0 percent but is not less than 90.0 percent: Quoted price f.o.b. county or destination - Less X4.00 per ton. The right is also reserved to make a deduction for moisture by weight based on the per ton price of the Sodium Chloride. All penalty deductions shall be made on the basis of the sodium chloride (NaCl ) content and the moisture content as determined by the Illinois Department of Transportation. 7. BASIS OF PAYMENT. The Sodium Chloride will be paid for at the contract unit price per ton for furnishing and transporting Sodium Chloride to the Illinois Department of Transportation. Effective June 1 , 1986 (This specification supersedes Serial Number 36-85 issued October 1 , 1985. ) - t . State of Illinois ( Department of Transportation Division of Highways Sprinqfield, Illinois SPECIFICATIONS FOR BREAKAWAY "U" METAL POSTS FOR SIGNS Serial Number: M 125-89 1 . DESCRIPTION: These specifications cover breakway galvanized steel posts utilizinq separate upper base post sections coupled with a retainer strap for use in erectinq highway signs. The posts and retaining strap shall be "EZE-ERECT" manufactured by Franklin Steel Company or approved epual . - The posts and method of couolinq shall be certified as meetinq the repuirements of FHWA Notice N5040.20, dated July la, 1976, with a' chanqe in momentum of 750 pounds per second or less. Test data shall be furnished indicatinq that, in most instances, the base post remains usable after the upper post has been broken off. The test data shall also ;ndicate that the retaining strap I remains attaChPd to both the uC,Uer and base oostS after impact, Causing the uDDer post to fall under an ir,:pcCtinq vehicle. MATERIALS 2. POSTS: Posts shall be rolled fro-i hich-strencth, hot-rolled Steel con,forminq to AST ; Desiccation A . 499, mod if4ed to 60,000 psi minirnum tensile. or P_0ual . 3. RETAINER STRAP : The Strap Shall he fabricated from AISI 1020 steel . 4 . BOLTS AND PUTS: E01ts Shall he 3/8 -16 UNC x 2 inches long, hex head, flanged bolts, ASTM A 354 , Grade BO (Grade 8) . Nuts shall he hF-x head, fldn;)p�; lock nett, 3/8 -16 UNC, AST!; A 563; Grade D. FABRICATION AND FINISH 5. CROSS SECTION: The cross section of the posts shall be a flanged Channel , the nOm'nal dimensions of which Shall conform to those Shn;,.•n On the n:taChPrJ draw rr, for the tv�iP, or types, Of posts SGeC i f ' ed. :gin vnr ar,r a k' 1 1 hF 1 l o..Fd n� the GOStS' Cr055 Section Pxcebt as noted her P'n. 6. The lenc:th of 4. .0c)-00-jr-d- and 2. 50-pound upper posts Shall hF as specif pd. The lerc:h f the 4 .00-sound base posts Shall he 3 '6", and the ler,Cth Of th 2.50-wound base posts shall c- 4 '0" e Serial Number: M 125-89 Page 2 of-2 . r with tolerances of + 1 .0" on the lower posts and 1 .5" on the uooer posts. 7. WEIGHT : The weight of the Posts, per foot of length, may have a tolerance of + 3.5 percent. 8. PUNCHING: The base Post shall be punched with 7/16" diameter holes, 1" centers, 18 holes, with the first hole 1" from the top. The base post shall be pointed. The uooer post shall be Punched with 7/16" diameter holes, 1" centers, full length, with the first hole 1" from the too of the post and the last hole 112" from the bottom of the post. 9. GALVANIZING: The Posts and retaininq straps shall be galvanized to conform to ASTM A 123. The weight of the qalvanizinq shall averaqe 2.0 ounces per sauare foot of actual surface and shall be not less than 1 .8 ounces. All ealvanizinq shall be done after fabrication and ounchinq has been completed. Bolts and nuts shall be mechanically galvanized to ASTM B 695, . Class 25. 10. WORKMANSHIP AND FINISH: The oasts shall , be symmetrical and well formed. They shall he free from injurious defects which will impair their strength or appearance. The zinc coating on the steel posts shall be free fro.: such imperfections as lumps, hlisters, uncoated soots, dross, and flux. All holes and sheared ends Shall he coTnercially free of hurry . 11 . TENSIO;; TESTS: The tensile Prooerties of the metals shall be deterrined in accordance with AST!: A 370. 12. SAMPLES AND I'4SPECT1ON: The vendor shall furnish, free of charge, all 8111-S7P Soec'men5 nPCPSCary fnr cerfornina the tests. All cjnstS Sha11 hr, 'nSpeCtPr, by th.P ile:,artment of Transoortation for comoliance with the SDpCif ir:at-ons. The ;nsoection nay be Uerr�;r. ,eJ :;vvr• the f::rn°Sher' o�StS S!;hSPouPnt. to delivery Or a� the claCe of r,:anufnCtlJrP, At the option of the Department of Trar.SDortation. Any inspector reoreser.tina the Department shall have free entry to the parts of the r�anufacturer' s . plant which rnr:cPrn the ciroduct;nn of the vnStS. 13. r,'JHTION: Failure of the GnstS to M.Pet any of the reou'rements Of. these soec;f ications will hp cause for refection. la , PAS%;:;GiN;: Posts Shall he securely bundled with a or more steel straps and shall ,:Pigh acoroximately 2,000 pounds Per bundle. This scecif ;Cation is effPCt VC- Nove-:1-er 16, 1989, and supersedes Seriai -kj7;)Er V. 125-83, dated July 1983. ''` e •r - I •v• l 2 / State of I11inois , Department of Pablic Works and Buildings Division of Eigh'Vays S ECTICrTTONS FOR CALCIUM C._1 ORIOE Serial Nu=:oer: M -33-57 1. DESCRIPTION. This specification covers furnishing and transporting calcium chloride. 2. SAt' L'�G T?S?=�G• Calci= chloride shall be sa`:_aled and tested ir_•accord- a_nc°_ with the latest standard methods of the Amer±can Society for Testing Materials. If the material is sampled after delivery, a 3 per cent variation in content of CaC12 from the chemical composition pre- scribed in Section 3 shall be permissible. 3; MAi IAL. Calcium chloride shah meet the follo::i:g require=eats for chei mcal' composition and gradation. _ a. Calcium Chloride (Ty-pe 1, Reg:.lar Flake Calcium Chloride) (1) Chemical Composition CaIc-*= chioride, CaC12 (anhydrous), sin. per cent . .. . . . . .. . . . . . . . . .. . . . . . . .. .. . .. . .... .. . . . "j TCta'_ a'-:.'a'_i c:?orides calculated as Naci, zax. per cent. . . . . . . . . .. . . . . . . . . . . . . . . ... . . . . . . 2.0 Total r:agnes' as M&'-12, max. re= cent . . C.11 Other •(�C.++• inaclL'Cia� waT.+er) r.2x. uer cent, . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . ... . . 1.0 S t + t=e (2) Gr da-fc_^_. �+n er tested by la:oravo�/ sieves, i shal =p°-� i=-E ,Passim_ 3/8-_nc:, c_eve, -per ctat 100 Passing ;o. 4 sieve, m;n. per cent . . . . .. . . . .. .. . . .. . . . . 20 Pass'_=z No. 20 sieve, max. per cent . . . . . . . . . . . .. . . . . . . . 10 b. Ca'_c_L Chloride (TfCP 2, C_—nce ntratEd :la=-, P=_ 1 e t cr ct:_=: G an':.la- Calc:= C'.-_Icr:=°) (1) Chemical C=_;CsiLiG. Calc-;*-,= chloride, CaCl2 (.anhydrous), percent . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . c� 1^cta_ a�'�ali c',ic=ides, calc::�ated as IVaCI, max. per cent. . ..... . . . . . 5.0 Total =-gne i:-_ as ,•'-C max. per c_ . .. . • .. . . . . . . . . . . . . • c Other i urities, (not ircludi^r water) =-X. per cent . . . . . . . . . . . . . . . . . .•... . . . . . . . . .. . ...... ...0 . 1.0 Grada-ticn. tested by labcrator J sieves it shall Leet the fCl-loG- irr 3/2-iac` sie:•e, per ce i� 1C0 rays ^ • • • • •• • • • • • • • •• • • • • •. Pass: g 'IC. 4 sieve, min. per cent .. . . . . . . . . . . .... . . .. . 10 Pa s' No. 20 sieve, =z. per c°:t 10 4. PAC<I:TG AINDi IYARXEM Page 2 a. The calcium chloride may be delivered in mcistzreproof bags containing not more than 100 lb.. each, or it m=.y be delivered in balk in tar'f cars, covered hctzer cars, or covered ti-adks. BL: shi=fie is shall be used i—rediately u:oa arrival at destination. b. The name of the manufacturer, name of the product, net weight, and percent- age of calcium chloride guaranteed by the manufacturer shall be legibly marked en each container except it the case of bulk shi_=eats where this i^f ormation shall be shown on the invoice. 5. AL=TATE UAmEEIAL. Unless other-wise specified in the Proposal, the total quantity of calcium chloride shall be based on using Type 1, regular flake calcium ch-1cride having a guaranteed ar--ydrous calcium chloride content, 'by. ,weight; 'of 77 per cent. When the Proposal per^its alter- to types of calcium- ch.'cride, the bids s�iall be compared on the basis of the guaranteed anhydrous �oride content, using ratio of 94 for Type 2 to 77 for Type 1. 6. COZ EUEATION OF 3=S. In computing the lea bid on calcium- chloride f.o.b. desti^.aticn, when bids are received for alternate for s, the g,.:.==anteed percentages of anhydrous chloride of 77 for calciuj chloride Tare 1 and 94 for caic-4— c_1 or4 de Type 2 will be ap-•l ied (1) to both t e unit bid price f.o.b. point of origin and to the freight—;—ate _er ton from point of crigi n to des ti__ticn, ::hen the bid is sub=i tted in 4I.-.nat. �i per; or (2) to the unit bid price :°c= f_o.b. dent--natica delivery, whe. the bid is sifomitted in that ranger. 7. D'''ECD OF =- ,T. Calcium chloride shall be m-e_s :e; by w -t j of =easu.:e=e nt being the ton. 8. E;S_S OF rA": iT. The will be paid for t the contract unit price per G V V ton for r and Transpc:„ice Calci•.:.:, Chdcr_de. Effective Ju.-1e 3, 1957 (This s_ecification supersedes Serial Pjut-er M 33-51) Fc:-m- U-1 . FUvC,ED CIL\Nr:\ '-- rRfl7ERTTE'S ti'EtGttT DDIENSIONS All F--% Y-X AXIS Y-Y AXIS { 1 PM1 I � I FOOT. ,.A,. I ,.R., �,. (1n11 S (in'1'I I (tn'1 S (!^ t T;8 2SO .501 .353 I i . I � .233 { s0 1.56= 1 3.125 .6_5 ;_00 I I.T50 3.500 1.671 .719 1.190 500— .560 ! 1.190 1.0°-0 + Gove x(29 Sectton I i Signpost 1 1 I I it Hex. head, f onge bait, Gnd Iocknut 4 req'd X <iI 14 Y ti,l F Retainer spc:cer strap • - ' Bosepcst 1" for 2.5 1b./ 1.12" for 4.0 lb. i j - T I J; :-t—; A i; Cd ' co 40i; 0 F I i,o1l ii°:� — 2 I FF U n. S,-,S LE Pig S T S'v�! i'OS i HEX. HE�,D-I\TEGR^L\,Fr- ,�;G: _ BOLT AND LO.,r.i,�T ►. q FR - SFDACr_ STRAP "•=i«L POSTS ��;D i:��J �� DESIG0 DETAILS FOR BREALA:' Y . i r' �I min Qj) ROAD Q� CONSTRUCTION ENO ❑ g I NEXT X 1(ILES CONSTRUCTION ' / CA I hTh 020-1(01.6036 020-2(0)-6024 I This signing Is required for all protects gyer I min. 3200 is(2 miles) or more In length. max mx mx T (l2) flasher l6) II (6) R11- (6) fla her RII-4 ROAD CONSTRUCTION NEXT X MILES sign ahou be placed 150 m(500'1 In advance of protect. i ROAD ROAD sou& AW CLOUD END CONSTRUCTION sign &hall be erected CLOSED to 1T /J at the of the job unless another job la within Edge of 11f1U taunt 1xRU taAfilt 1 3200 is 12 miles). 1 shoulder •POVamant i Pavement WORK LIMIT SIGNING ROAD CLOSED TO ALL 71WFIC ROAD CLOSED TO ALL TNRLI TRAFFIC Reflectorizad striping may be omitted on the Refleatorized striping shall appear on both Dock aide of the barricades. The barricades sholl of the barricades. The barrloades shall be to the edge of the•shoulders except when be to the edge of the povement except otherwise directed by the Engineer or shown on when otherwise directed by the Engineer or the detailed construction pions. shown on the detailed construction dons. Type A monodlrectlonol flashing light TYPICAL APPLICATIONS OF " m 1121 max. TYPE Hf BARRICADES CLOSING A ROAD (24) min � lz4) L. . J $ rs mo g 100x100 (4x4) i d Edge of F4 nom. wood poa E pavement Tripod 2.4 1I �I o e a Or fats E n min I ,t of aurp 8 W N H .2 m min l5'1 _ 141 i 1.S nIs')min. Elevation of edge Elevation of edge 2 Paved shoulder embedment t of pavemen of pavement E r TYPICAL SIGN INSTALLATIONS E ■ ■ ■ L GENERAL NOTES a C et When curb or paved shoulder Ore Dreaent this dlmena[on sholl be 600 mm 124"1 to the loco of Curb or 1.0 m (611 to the outside TYPE A TYPE D TYPE C edge of the paved shoulder. ROOF IWO(NITE0 ROOF OR TRAILER 40UNTED TRAILER MOUNTED Au heights shown sholl be measured above the povement surface. N dimensions are In mi■meters finches) ARROW BOARDS unless otherwise shown. DATE REVISIONS -97 Renum, Standard 2298-12, TRAFFIC CONTROL Revised-construction DEVICES speed limit lt st sign. ISneat I of 31 Rev. height above av't w•nwm 1»t for TYPE 8 arrow board, STANDARD 702001 16 a 41211 max. m U'1 min. rq Q4)mTn r mrn e � ��\ �a Ol"•1 i r r-, _Cantarllne _ -n of support i f „ r m _„p enpt t'— length Optional unstriped 61,�,'��0� bottom roil �1 100x!00 TYPE 1A BARRICADE TYPE 1 BARRICADE TYPE 11 BARRICADE �+ (4x4) 5OxSOxS(WxN Angle SOxSOx3 12x2x/,1 tubing t S0x100 (2x4) E ( support) i . 1211 v+ 450 min, 1 1. 1121 fie) Tubing welded i , —to base 150 150(6I 200 181 Federal series C , 45o Boee 100 171 Federal series 8 i n Steal plates 118) I 8 A (When specified) I S m ( 10V2) iS (I 1 TYPICAL WOOD SUPPORT TYPICAL STEEL SUPPORT 6.1 (�+/u) TYPE 111 BARRICADES E i 10( 1 DIG ] holes J I 1 450x450 Orange flogs 450 min. (18x181 (18) Q* 1k STAFF FRONT SIDE REVERSE SIDE D 100.150 14-6) FLAGGER TRAFFIC CONTROL SIGN S1GN DRUMS AND SAND MODULE OF SPECIFIEDI — 8� i IMPACT ATTENUATORS a2) a� ,� In N Otxxwvslono ore In )xllMnefars tkict»sl (I) QQ a (3) uNeat otherrlse shorn. E � ko—!lad,D.o>1-1 of If— i4li 1 gTRAFFIC CONTROL Orange nge DEVICES HIGH LEVEL WARNING DEVICE (Sheet 3 of 7) x m� # VERTICAL PANELS REFLECTORIZEO CONES CONES STANDARD 702001