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Resolution 2001-15 Resola,-,,n for Maintenance of 0. V of fflinvois Depar&kmit Streets and Highways by Municipality Tlra 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 $38,960.00 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from May 1, 2001 to April 30, 2002 BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above. BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above, submit to the Department of Transportation, on forms furnished by said Department , a certified statement showing expenditures from and balances remaining in the account(s)for this period; and BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this resolution to the district office of the Department of Transportation, at OTTAWA , Illinois. I, DEBORAH K. SIMMONS Clerk in and for the UNITED CITY (City,Town or Village) YORKVILLE , County of KENDALL hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the MAYOR AND CITY COUNCIL at a meeting on April 26, 2001 (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this 26TH day of APRIL (Q�_rJBCa In �. YORKVILLE Clerk (City,Town or Village) APPROVED Cole De ent of Transportation District ineer 'i ffw10LS Municipal Estimate of Of Transportafion Maintenance Costs Period from 05/01/2001 to 04/30/2002 Municipality UNITED CITY OF YORKVILLE Estimated Cost of Maintenance Operations Material. Eauioment or Labor Maintenance Operation Quantity Unit Operation (No.-Description-Total Quantity) Item and Specification Reference and Unit Cost Cost Cost 1. GRAVEL PATCHING GRAVEL OR CRUSHED STONE 2600 TONS 3.80 9880.00 9.880.00 2. BITUMINOUS PATCHING BITUMINOUS COLD PATCH 40 TONS 72.00 2880.00 BITUMINOUS HOT PATCH 200 TONS 35.00 7000.00 9,880.00 3. SNOW REMOVAL BULK ROCK SALT 300 TONS 29.00 8700.00 CALCIUM CHLORIDE 1000 GAL 0.50 500.00 9,200.00 4. SIGNS&SIGN POSTS VARIOUS STREET SIGNS 175 SIGNS 40.00 7000.00 SIGN POSTS 200 POSTS 15.00 3000.00 10,000.00 ✓ Total Estimated Maintenance Cost $38,960.00 Submitted 04/26/2001 Approved /n �y Municipal Official Title rict Enginee Submit Four(4)Copies to Dstrict Engineer Illinois Department of Transportation Municipal Maintenance Operations Location Surface Maintenance Operation Existing Street From To Type Length Width No. Description Quantit 1 \/ARI(ll I.q STRFFTS SFAl MAT R rPA\/FI Rwr)i II nFRC BITUMINOU PAVED REPAIR ROAD BASE 2600 TON 2. VARIOUS STREETS SEAL COAT & POT HOLE REPAIR 40 TON BITUMINOU PAVED LARGE AREA REPAIRS 200 TON 3. VARIOUS STREETS SEAL COAT & SALT FOR DE-ICING 300 TON BITUMINOU PAVED CACL FOR DE-ICING 1000GAL 4. VARIOUS STREETS SEAL COAT & STREET SIGNS 175 SIGN BITUMINOU PAVED STREET SIGN POSTS 200 POST Submit Four(4) copies to District Engineer 1 BLR f )Rev.8/96) y 1 �./ Ilhanspix Lamm Special Provisions The following Special Provisions supplement the"Standard Specifications for Road and Bridge Construction",Adopted January 1, 1997 , the latest edition of the"Manual on Uniform Traffic Control Devices for Streets and Highv�ays", 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 2001-00000-00-GM , and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govem. I - 1 - CHECK SHEET FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISK U � Adopted January 1,2001 This sheet contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS and SAL AGENCY SPECIAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adopt. 1-1-1997) (Rev. 1-1-2001) SUPPLEMENTAL SPECIFICATIONS Std. Spec. Sec. Page No. 102 Bidding Requirements and Conditions . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . 1 103 Award and Execution of Contract . . . . . . . . . . . . . . . . . I . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 2 104 Scope of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . 3 107 Legal Regulations and Responsibility to Public . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 4 108 Prosecution and Progress . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 109 Measurement and Payment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 202 Earth and Rock Excavation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 251 Mulch . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 252 Sodding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 253 Planting Woody Plants . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 280 Temporary Erosion Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . 13 281 Riprap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . 15 311 Granular Subbase . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 312 Stabilized Subbase . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 355 Bituminous Base Course . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 `12 Aggregate Surface Course . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 403 Bituminous Surface Treatment(Class A-1,A-2,A-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 404 Bituminous Surface Road Mix(Class B) . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 405 Bituminous Surface Plant Mix(Class B) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 406 Bituminous Concrete Binder and Surface Course Class I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 420 Portland Cement Concrete Pavement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 Q Pavement Patching . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 1-445 Open Graded Asphalt Friction Course . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 481 Aggregate Shoulders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 483 Portland Cement Concrete Shoulders . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 501 Removal of Existing Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 502 Excavation for Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 503 Concrete Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 505 Steel Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 506 Cleaning and Painting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59 507 Timber Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64 512 Piling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . 65 540 Box Culverts 66 543 Insertion Lining of Pipe Culverts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . 67 582 Bituminous Concrete Surfacing on Bridge Decks . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . 69 601 Pipe Drains, Underdrains and French Drains . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 606 Concrete Gutter,Curb, Median,and Paved Ditch . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71 611 Treatment of Existing Field Tile Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 661 Bituminous Shoulder Curb . . . . . . . . . . . . . . . . . . . . . . . . 73 669 Removal and Disposal of Regulated Substances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74 701 Work Zone Traffic Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 84 703 Work Zone Pavement Marking . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86 761 Raised Reflective Pavement Markers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 783 Pavement Marking and Marker Removal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 810 Underground Raceways . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89 813 Junction and Pull Boxes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 814 Handhole . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91 851 Paint Existing Traffic Signal Equipment . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . 92 i SUPPLEMENTAL SPECIFICATIONS (CONTINUED) St&Spec. Sec. Page No. 665 Breakaway Devices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93 1001 Portland Cement or Blended Hydraulic Cement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 1003 Fine Aggregates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 100a Coarse Aggregate . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97 10 Stone, Concrete Blocks and Broken Concrete for Erosion Protection, Sediment Control, and Rockfill . 98 10* Metals 99 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1009 Bituminous Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 1020 Portland Cement Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 1040 Drain Pipe,Tile,Tubing, Drainage Mat, and Wall Drain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105 1050 Poured Joint Sealers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 107 1052 Neoprene Expansion Joint . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 108 1060 Waterproofing Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109 1061 Waterproofing Membrane System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110 1062 Reflective Crack Control System . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111 1080 Fabric Materials . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 112 1081 Materials For Planting . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 113 1085 Electric Materials . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 116 1090 Sign Base . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 117 1091 Sign Face . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 118 1095 Pavement Markings 119 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1096 Pavement Markers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120 1101 General Equipment . . . . . . . . 121 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1103 Portland Cement Concrete Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122 Il The following RECURRING SPECIAL PROVISIONS and RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISION indicated'by an"X'are applicable to this contract and are included by reference: CHECK SHEET PAGE NO 1 R.R. Protection Liability�n (Eff.6-10-58) (Rev. 9-29-67) S.,-/.................................................. 123 ct 2 State Required Contra .t✓rovisions All Federal-aid Construction Contracts (Eff.2-1-69) (Rev. 10-1-83) ..... 134 3 Specific Equal Employment Opportunity Responsibilities NonFederal-aid Contracts(Eff. 3-20-09)(Rev. 1-1-94) ..... 136 4 Required Provisions-State Contracts(Eff.4-1-65) (Rev.4-1-93) ........................................................... 140 Asphalt Quantities and Cost Reviews(Eff. 7-1-88) ................................................................................... 143 Subletting of Contracts(Federal-aid Contracts) (Eff. 1-1-88) (Rev. 5-1-93) ............................................ 144 National Pollutant Discharge Elimination System Permit(Eff.7-1-94) ...................................................... 145 8 Grading and Shaping Ditches(Eff.5-1-93) ............................................................................................... 146 9 Earthwork(Eff.7-1-94) (Rev.2-1-95) ............................................:.......................................................... 147 10 Construction Layout Stakes Except for Bridges (Eff. 1-1-99) (Rev. 7-1-99) ............................................. 148 11 Construction Layout Stakes(Eff. 5-1-93) (Rev.8-1-93) ......................................................................... 150 12 Controlled Low-Strength Material (CLSM) (Eff. 1-1-90) (Rev. 1-1-00) ..................................................... 152 13 Use of Geotextile Fabric for Railroad Crossing (Eff. 1-1-95) (Rev. 1-1-97) ................................................. 155 14 Erosion Control Fiber Blanket(Eff. 3-1-91) (Rev. 7-1-96) ......................................................................... 156 15 Bituminous Surface Removal (Coldmilling) (Eff. 11-1-87) (Rev. 10-15-97) ................................................. 158 16 Bituminous Surface Treatments Half-Smart(Eff. 7-1-93) (Rev. 1-1-97) ................................................. 160 17 Subsealing of Concrete Pavements(Eff. 11-1-84) (Rev. 2-1-95) ........................................................... 164 18 Asphaltic Emulsion Slung Seal and Fibrated Asphaltic Emulsion Slurry Seal(Eff. 8-1-89)(Rev. 02-01-97) ............... 166 19 Polymer Modified Emulsified Asphalt(Eff. 5-15-89) .................................................................................. 171 20 Reserved ................................................................................................................................................... 173 21 Reserved ...........................................................................................................................I...................... 173 22 Reserved ............................................................................. ............. 173 ........................................................ 23 Patching with Bituminous Overlay Removal (Eff. 10-1-95) (Rev. 7-1-99) ................................................. 174 24 Haul Road Stream Crossings, Other Temporary Stream Crossings, and In-Stream Work Pads .................... 175 (Eff. 1-2-92)(Rev. 1-1-98) 25 Protective Shield System (Eff.4-1-95) (Rev.8-1-95) ................................................................................ 176 26 Pipe Underdrains(Eff.9-9-87)(Rev. 1-1-98) ......................................................................................... 177 27 Reserved ............................................................................................................................................... 178 28 Reserved ............................................................................................................................................... 178 29 Traffic Barrier Terminal Type 3B (QuadGuard) (Eff. 10-1-86) (Rev.10-15-97) ........................................... 179 30 Reserved .......................................:.......................................................................................... 180 31 Give em a Brake Sign(Eff.8-1-89)(Rev.08-1-91) ................................................................................... 181 32 Portable Changeable Message Signs(Eff. 11-1-93) (Rev.2-1-96) .......................................................... 182 ^3 Reserved ................................................................................................................................................... 183 X Aggregate Gradation Control System (Eff. 7-1-95) .................................................................................. 184 35 Traffic Barrier Terminal Type 3 or 3A(Eff. 10-1-96) ................................................................................... 185 36 Bicycle Racks(Eff.4-1-94) (Rev. 1-1-97) ..................................................................................................... 186 37 Reserved ...................................................................................................................................... 188 38 Guardrail and Barrier Wall Delineation(Eff. 12-15-93) (Rev. 1-1-97) ........................................................ 189 39 Reserved ....................................................................................................................................... 192 40 Epoxy Coating on Reinforcement(Eff.4-1-97) (Rev. 7-15-97) ......:........................................................... 193 41 Resurfacing of Milled Surfaces(Eff. 10-1-95) ............................................................................................. 194 42 Reserved ..................................................................................................................................................... 195 43 EEO(Eff. 7-21-78) (Rev. 11-18-80) .......................................................................................................... 196 44 Corrosion Inhibitor(Eff.3-1-90) (Rev.7-1-99) ............................................................................................. 203 45 Night Time Inspection of Roadway Lighting (Eff. 5-1-96) ........................................................................ 204 46 PCC Partial Depth Bituminous Patching(Eff. 1-1-98) ........................................................................... 205 47 Reserved ..................................................................................................................................... 207 48 Reserved ...................................................................................................................................... 207 49 Reserved ..................................................................................................................................... 207 50 Quality Control/Quality Assurance of Bituminous Concrete Mixtures(Eff. 1-1-00) (Rev. 1-1-01) ...................... 208 51 Direction Indicator Barricades(Eff.7-1-99) .......................................................................................... 221 RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS LRS 1 Proposal Guaranty(Eff. 1-1-99) ....................................................................................................... 223 LRS 2 Cooperation With Utilities(Eff. 1-1-99) .............................................................................................: 224 LRS 3 Failure to Complete the Work on Tim(Eff. 1-1-99) ............................................................................... 226 LRS 4 X Employment Practices(Eff. 1-1-99) ................................................................................................ 227 LRS 5 X Wages of Employees on Public Works(Eff. 1-1-99) .............................................................................. 228 LRS6 x Selection of Labor(Eff. 1-1-99) ...................................................................................................... 229 LRS 7 Borrow Excavation(Eff. 1-1-99) ...................................................................................................... 230 1 RS 8 Bituminous Surface Treatments(Eff. 1-1-99) ....................................................................................... 231 39 X Construction Zone Traffic Control(Eff. 1-1-99) ................................................................................. 232 `ef4S 10 Flaggers in Work Zones(Eff. 1-1-99) ................................................................................................ 233 LRS 11 Reflective Sheeting Type C (Eff. 1-1-99) .......................................................................................... 234 LRS 12 Construction and Maintenance Signs(Eff. 1-1-99) ............................................................................... 235 iii ISP 01-56 Page 1 of 1 GRADATION FOR FINE AND COARSE AGGREGATES Effective: April 1, 2001 Add the following note to the tables titled "Fine Aggregate Gradations" in Article 1003.01 (c) of the Standard Specifications: 5/ Any aggregate produced under the Departments 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 Gradation 1/" in Article 1004.01 (c) of the Standard Specifications: "9/ 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. u 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. 7rese specifications cover coarse-graded and fine-graded bituminous mixtures for use in maintaining small areas an flexible and rigid type pavements. The bituminous premix shall be comccsed of mineral acgregate uniformly coated with emulsified asphalt HFE-300 or SS-1, or inverted emulsified asphalt CSA=-2 plus additive and prepared cold as further described below. The mixtures shall be capable of being loaded into trucks by either hand shovels or power loading_equipment, shall be sufficiently workable for placing with shovels, rakes or other hand tools, and shall readily compact by hand tamping, hand or power rolling, or under the action of traffic at the mixing temperature or at temperatures as low as 40 0F., immediately after preparation or over a period of several months in a stockpile. The mixture shall remain in .dace when used to patch wet or dry pavements and shall be stable under normal traffic conditions. 2. MATERIALS- Contrcl of the materials shall be in accordance with the general requirements of Section 106 cf 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 cf the additive shall be submitted to the Bureau of i'viaterials and Physical Research, 126 East Ash Street, Springfield, Illinois, for checking the dosage rate and compatibility of the additi've with the other ircredient materials. (a) Acareaate 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 Standart, Specifications. 2. Fine Accregate shall consist of sand, stone sand, stone screenings or chats of Class 6 quality or better, as defined in Article 703.01 of the above cited Standard Specifications. (b) Additivg 1. When CSAE-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 G e Engineer and shall be thoroughiy mixed for at least four(4) hours prior to being incorporated into the mix. A list of apprc•red additives is available an request. Serial Number. M 17-95 (c) sift:7.-Cus Material The :.:7.-minous materials used shall be either emulsified asphalt HFE-300, SS-1, or inve-1 emulsified asphalt CBAE-2. 1. E.-:�isined asphalt HFE-300 shall conform to the requirements given in Article 709.07 of t:`e standard Specificafions. Emulsified asphalt HFE-300 shall be formulated to possess the characteris'cs required to produce a mixture conforming to the requirements of t`:s specific2acn. 2. E ulsified asphalt SS-1 shall conform to the requirements given in Article 709.07, of. the S:amdard Specifications. 3. lr.•:erted emulsified asphalt CBAE-2 shall conform to the following requirements: Flash Point(Cleveland open cup) ° F.---------- 175+ Viscosity. Saybclt Furol @ 140° F. (SEC) ------- 100 -300 Water Content 1,,10 by weight------------------ 3-9 Asphalt Content% by weight----------------- 65 min. Solvent Content% by weight------------------ 12-25 Test on Distillation Residue Penetration at 77a F. , 100 g. , 5 sec. ------------ 120-300 Ductility at 77° F. , 5 crn/min. , cm- -------------- 100 min. Soluble in Carbon Tetrachloride, % -------------- 98 min. Miscibiiitywithwater------------------------None 3. INSPECTION. Tr;e Engineer or his authorized representative shall have access at any time to all parts of t,`;e plant in order tc verify weights or proportions and character of materials used in the preparation of the mixture. The mar;:;-Zcturer shalt afford such facilities as may be required for making inspection at the plant and for ccllectirc and forwarding samples of the bituminous mixture to the Department 4. PLANT AND EQU7::MENT. Storage facilities and all equipment used in the preparation of the mixture shall be approved by -e,Cepartrient An approved drier shall be available for surface drying the aggregate when nee =-r. The materials for individual batches shall be measured accurately either by volume or weight, by _z;roved methods and equipment. A batch type mixture of approved design and capacity shall be use :r mixing u e ingredient materials. However, approval for the use of a continuous mixer may be given if can be shown that satisfactory results will be obtained. 5. PREPARATION C=MIXTURE. At the time of mixing, the aggregate shall not contain enough moisture to cause drifting of the e^ulsion from the aggregates. The aggregate and bituminous material shall be measured secarately a-d accurately by weight or volume. When a batch type mixer is used, the agcregates shall be added to the mixer and mixed thoroughly. The bituminous material shall then be added and mixing cc,.,-ued for a period of at least 30 seconds or longer if necessary to produce a hcrrceenecus mixture:n which all partic:es 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 . . -Z - u Serial Number. M 17-95 6. COMPOSITION C=MIXTURE. The ingredients shall be combined in such a manner as to produce a r;,ix'�,j re which when _:sc arged shall be workable. The mixture shall conform to the following composition limits by weight: C,-ushed Crushed Gravel or Chats Gravel Gi2duation ct ExtraC- Aggregate: (100°/x) 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 --- 3ia inch E4-78 90-100 — 95-100 No. 4 32-45 65-86 50-75 50-85 No. 10 22-34 28-50 30-60 35-65 No. 200 0-5.0 0-6.0 0-10.0 0-10.0 Residual Bitumen (Includes Additive) 4.0-5.0 5.0-6.0 4.0-5.0 5.0-6.0 7. LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC. The laws to be observed; permits and licenses; patented dev:cas. materials and processes, and responsibility for damage claims, shall be in ac=rdance with the requirements of Section 107 of the above cited Standard Specifications. SAFETY NC—,=- Inverted emulisined asphalt CSAE-2 is a combustible liquid and should be handled as a azardcus material. All local, city, county, state and federal regulations in handling a t.a=ardcus liquid should be followed. Fcr-- !X-1 Effective Se_:=tuber .1995 `/I his scecification supe�s_des 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. T.ase 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 rte 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 Specificaucns. 2. Fine Accregate 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 Specifica"cns. (b) Additive The additive shall be an anti-stripping additive approved by the Department The additive stall 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 accroved additives is available on request. (c) Bituminous :Materials The bitumincus material used shall be either liquid asphalt MC-250 or MC-800 conforminc to the requirements of Article 709.09. Medium Curing Liquid Asphalt. of the above cited Standard Specifications. The Engineer reserves the right to specify the grade to be used. Serial Number. M 19-95 1 INSPECTION. The Engineer or his authorized representative-shall have access at any tame to all parts cl `e plant in order to verity weights or proportions and character of materials used in the preparation of the mixture. The manufacturer shall afford such facilities as may be required fcr making inspection at the plant and for collecting and forwarding samples of the Eituminous mixtur-es to the Department. 4. PLANT AND EQUIPMENT. Storage facilities and all equipment used in preparation of the mixture shall be a pproved by the Department. An approved deer shall be available for surace drying the aggregated when needed. The materials for individual batches shall be measured accurately either cy 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 fcr 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 net more than'l.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 determired 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 �/8" to No. 10 (8" to No. 200 1/2" 100 100 — — 3,8" 60-90 — 100 100 No. 4 0-25 30-55 20-50 25-45 No. 10 0-15 20-50 0-15 15-30 No. 40 -- 5-20 — 5-15 No. 200 0-6.0 0-5.0 0_�5.0 0-6.0 Residual Bitumen, (inc;udes Additive)°!z 3.0-5.0 4.0-7.0 3.0-5.0 3.5-7.0 u -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 �/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, (Inc;udes 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 j there shall be no variation from the same without the Engineer's approval. It is u e 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; pe snits and licenses: patented devices, materials, and the processes; and responsibility for day;age claims, shalt be in accordance with the requirements of Section 107 of the above cited Standard Specifications. Fcr-:; LX-1 Effective Se.ctember 1, 1995 This s-ecification sucersedes Serial Number M 19-81, effective January 1, 1981 -3- N%. State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of Local Roads and Streets SPECIFICATION FOR ROCK SALT references :o Sections or Articles in this s-oecification shall be construed to mean a specific Section or Article of the Standard C=ecificatior_s for Road and Bridge Construction, adopted by the artment of _ransportatior_. =S_.P.IPTION . _ is item shall consist of furnishing rock salt (sodium c'-_7 oride) _: bins or stockpiles at location designated in the Proposal. Y,_2-_ERIALS _ Ma_erial shall meet the requirements of Article 1013 . 02 e' the Standard Specifications except that the gradation shall be as =.,:lows: Passing 12.5 rr.. (1/2 inch) sieve . . . . . . . . . . . . . . . . . 100 =assing _9 .5 mm (3/8 inch) sieve . . . . . . . . . . . . 95 to 100% Passing 4 .75 =. (No. 4) sieve . . . . . . . . . . . . . . 20 to 90 -assing 2 .36 trr:: (No. 8) sieve . . . . . . . . . . . . . . 10 to 600 Passing 600 micron (No. 30) sieve . . . . . . . . . . . . 0 to 10% I nissible Variations - A 5 percentage point tolerance on each sieve, except th-e 12 .5 mm and 9 .5 mm (1/2 inch and 3/8 inch) shall be alowed for material sampled after delivery to the purchaser- , . ___- Department will reject any shipment of Rock Salt that is outside of these tolerance limits. The right is also reserved to reject any s* -:tments of rock salt which are delivered in a frozen or caked condition or which contain free water. _he sodium chloride (NaCl) content shall be not less than 96.0%. remissible Variation - A 0.5o tolerance in the content of sodium c"cride (NaCl) from the prescribed chemical composition shall be e Possible for samples taken at destination. Department reserves the right to accept delivery of Rock Salt w-c_1, 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 _e=vent. When such exceptions are allowed, payment will be adjusted. ..=.OD OF MEAS---=M- ENT _ Rock Salt will be measured by the metric ton -S OF PAYM=`.� This work will be paid for at the contract unit ize per met__: ton (ton) for furnishing and transporting ROCK SALT ed on the sc-'_um chloride content. Payment will be in accordance w..=- the folle-.:_ng schedule LR 663 ':=C1 Content 96o to 100% Net Bid price per ton. 17=---1 Content 95o to 96% Bid price less $0 .50 per metric tcn (ton) . ':=,:1 Content 94o to 95o Bid price less $2 .00 per metric tc__ (ton) . =C1 Content 90o to 94a Bid price less $4.00 per metric ton (tor_) . ,Material with less than 90% sodium chloride will be rejected. 2 LR 663 (Rev. 1-97) State of Illinois Departitient of Transport at ion `-' SPECIFICATIONS FOR SODIUM CHLORIDE (Rock Salt) Serial Humber: M 36-86 I. GENERAL REQUIREMENTS i . SCOPE. pis specification covers the furnishing, transporting, and inspectic� of Sodium Chloride (Rock Salt) intended for use as a ceicer and for road construction or maintenance purposes. SAMPLING AND TESTING. Unless otherwise provided, all materials shall be sampled and tested in accordance with the latest published st-andard 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 recog;:ized standardizing agencies shall be used. 3. INSPECTICS. 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 co ligation for the protection of the Sodium Chloride rests solely with t�,_ vendor. (Holder of the purchase order.) Cal iveries made by motor truck will be accepted only during the re_oular work days and working hours, except when special arrangements have been - r n ade in advance with the District Engineer to whom the shipment is directed. All bulk Sodiumm Chloride that is delivered by motor trucks is to be transported in dump trucks or in self-unloading vehicles. It shall be responsibility of the vendor to unload the Sodium Chloride in storage b,ns or stockpiles as directed by the District Engineer. Ail releases will be for amounts that will either make a full truck lot (20 tans) or a full carload lot (40 tons) . Vendors will not be expected to haul partial loads or ship in less than carload lots. PACKING AN MARKING. Venders who hold purchase orders for delivery or" Sodium '-hloride in bags shall furnish a sturdy multiwall kraft _cer bag, the contents of which shall not exceed 100 pounds of Sodium ine name of the manufacturer and the net weight shall be shown c7 the outside ct each bag. II . MATERIAL REQUIREMENTS _. �J SODIUM C:--ORIDE. These requirements cover Sodium Chloride obtained from na _ral deposits (Rock Salt) or produced by man (evaporated, Solar and of-'_-) . The Sodium Chloride shall meet the following physical and chemica r I equirements. . (a Physical Composition: Passing a 1/2 inch (12.5 nm) sieve, . . . . . . . . . 1001 Passing a 318 inch (9.5 mm) sieve, 95 to 10010 Passing a No. 4 (4.75 mm) sieve. . . . . . . . . . . . . 20 to 9010 Passing a No. 8 (2.36 mm) sieve. . . . . . . . . . . . . 10 to 6010 Passing a No. 30 (600 um) sieve. .. . . . . . . . . . . 0 to 101 Permiss;: e Variations - A 5 percentage point tolerance on each sieve, ex:ept the 112 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 cf 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) Chejtical Composition: The sodium chloride (NaCl) content shall be not less than 96.01. Permissible Variation - A 0.51 tolerance in the content of sodium chloride (SaCI) 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 Trade c,n 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.::. county or destination - Less X0.50 per ton. (2) When sodium. chloride (NaCl) content is less than 95.0 percent but is not less than 94.0 percent: Quoted price f.o.b. county or destination - Less X2.00 per ton. �-' -2- �.. (3) sodium chloride (NaCI ) content is less than 94.0 percent is not less than 90.0 percent: Quoted price f.o.b. county C-; destination - Less X4.00 per ton. The ric-t- is also reserved to make a deduction for moisture by weightrbased on the per ton price of the Sodium Chloride. All per.=ity deductions shall be made on the basis of the sodium chlorite (NaCI ) content and the moisture content as determined by the I I i.^.ois Department of Transportation. 7. BASIS C. PAYMENT. The Sodium Chloride will be paid for at the contrac_ unit price per ton for furnishing and transporting Sodium Chloride to t:- Illinois Department of Transportation. ective June 1 , 1980 (This specification supersedes Serial Number 36-85 issued October 1 , t State of Illinois Department of Transportation Division of Highways Springfield, Illinois SPECIFICATIONS FOR BREAKAWAY "U" METAL POSTS FOR SIGNS Serial Number: N 125-89 1 , DESCRIPT:CN: These soecifications cover breakway galvanized steel posts utilizinq separate uooer base post sections coupled with a retainer strap for use in erectinq highway signs. The posts and retainin- strap shall be "EZE-ERECT" manufactured by Franklin Steel Company or approved ecual . " The posts and method of couolinq shall be certified as meeting the reouire-_rts of FHWA notice N5040.20, dated July 14, 1976, with a' change in romentum of 750 pounds per second or less. Test data shall be furnished indicating that, in most instances, the base cost remains usable after the uooer post has been broken off. Th- test data shall ;;lso ndicate that the retaining strap re—ta.ns =,tachpd, to both the U6Ger and base oosts after impact, CauS :nc t`e uGGer post to fall unaer an ir'oactinq vehicle. MATERIALS - 2. POSTS: Posts shall be rolled from hick-streneth, hot-rolled steel C0nir0rrn nrq to ASTV Desiccation A . 499, imndif led to 60,000 psi m=nicum tensile or eoual . 3. RETAINER STRAP : The strap shall he fabricated from AISI 1020 steel . 8-LTS A .; PUTS : Bolts shall he 3/8 -16 UNC x 2 inches long, hex head, fla-c,d halts, ASTM A 354 , Grade BO (Grade 8) . Nuts shall he hrx h,=.a f 1 arz�; lnck nut, 3/8 -16 UNC, AST!w! A 563; Grade D. FA°RICATION V;0 FINIS!4 5. CROSS SECTION: The cross section of the posts shall be a flanged channel , t nom4nal dimensions of which shall conform to those Shn*,:n on :^e attachPr1 drawiri fnr the tvGF, or types. Of posts SGec : f :er. :;o var 'ar,rP k; i1 rF 3110-. r7d nl the posts ' CrOSS Section Fx_e!,t as nntF; herP'r-. LFt,JT,y ler+_th of L Q;1-GO'i�d aid 2 . 50-Gound ucoer costs shall hE as SG:: ': ' Pd. The broth ^f the 4 .00-Gound b'Se pnStS Shall be 3 '6" , arc :he 1E,cth of the 2. 50-Gourd base oostS shall hp 4 '0" Serial Number: N 125-89 Page 2 Of-2 - with t:' e -anc es of + 1 .0" on the lower posts and 1 .5" on the upper . costs. 7. WEIGHT : The weight of the costs , per foot of length, may have a tclera;-__ of t 3.5 percent. 8. P UN C H I N2 The base cost shall be punched with 7/16" diameter holes , ; ' centers, 18 holes, with the first hole l" from the top. The base cost shall be pointed. The uec_- post shall be punched with 7/16" diameter holes, 7" centers, 'ull Iength, with the first hose 1 " from the too of the cost and _he last hole 112" from the bottom of the cost. 9. GALVANI%:'i'G The costs and retair.inq straps shall be galvanized to conic-m to ASTM A 123. The weight of the galvanizing shall average 2.0 ounces per square foot of actual surface and shall be not less than 1 .8 ounces. All calvanizinq shall be done after fabricat :n and ounchinq has been completed. bolts art nuts shall be mechanically galvanized to ASTM 8 695, . Class 25. 10. WORKMANS- ? Ai0 FINISH: The posts steallibe symmetrical and well formed. They shall he free fro-r, injurious defects which will inoal L r strength or appearance. The zinc coating on the steel pc:=s shall be free from such imperfections as lumps, hlisters, uncoated spots, dross, And flux. All holes and sheared Ends Sham be co'Tercially free of hurry . 11 . TENSIO,. ';STS: The tensile properties of the metals shall be deter—, i n=-C in accordance with AST-: ; 370. j2. SAMPLES rat} I-NSPECTION: The vendor shall furnish, free of charae, all ftJll-S : IF SOeC'menC nPCPeCa y for oerforning tr,E tests. A11 Losts Sha l l I)r ;nsoectP(-, by the Department of Transoortat ion for C0r'pi ia Cc with the sopcif :r.at ons. The insoection may be Uer ucor• the f::rr sb rf c-t)StS S'1hSF0UPnt to delivery or at ire L,1a:= of e^?rufaetl:rp, at thr- nation of the Department of 7rarSOor_-a' inn. any insopetor reoresertin0 the de0artment Shall have fret Entry to the parts of the rnanufacturer's . plant which rinncPrn t'e urnduct'nn of the UnSts. l3. r ,I:CTICN: Failure n` the a��StS to cPEt any Of the reaUire'�entS nf• these 5-,E: icat '•onS wi 11 he cacus,= for re.iection. PGr Gi PoSts Shall he securely bundled witr 4 or more Steel straps a,-_ shall weigh acrorox4mately 2,000 ooundS per bundle. :s Spec :fica _ ion is effpctivP N0vE-i.Er 16 , 19 69, and suuersedes __ ai f. ,- �Er i 5-53 , Cated July 198 State of Tiz ols D_=7art=eMt Of blic wor-ks and Highvays S=C=-T(:ATTONS FCR CALC=---! Cz--- OR=- :); Serial Nu::�-,er: M 33-57 Di -E-SCR I 1 10N. T-h-is szecf-ficaticn covers fur-ruishL=Z ana transpertiz2s cSicit= chloride. G. G Calciv_-_ &20ride shall be sa=uled and tested in.accord- a=ce with the latest sta=-_;:arA_ met"'cds of the A=er±caz Society far T'esting ;uteri alls. Lf the material is sa=iled after delivery, a I L 3 Per cem, r_-in ca :Cant� O_f CaC12 from the cnemical cc==- sit-&. *Oa Pre- scribed in ce'an 3 snail- be permissible. 3. MAT=RZAL. Calciu= cO_oride shaEl meet the foIlc-.:i recu4-e=ents for che—ical* cc=asition a,--,-; gradatica. a. Calciu= Chloride (Ty 7e 1, Reg-..:Iar FlaAe Caic--*,,= Chlo'r-4de) Ch.e=-;*Cal CC==osit.-6cr_ Callc±,= -!-*-l-_rfde, CaC12 (ar-hycircus --in. -Der cent, . .. . . . . ... . . . . . . . . . . . .. . . . . .. . .. . .. .. .. . . . 17 T,c+a" aL--ali ch-lorides calv-0-ated as NaCl, =.a_x. per cent . . . .. . . . .. . . . . . . . . . . . . .. ... . . . . . . 2.0 Total as =x. zer ce::1. . . . . . . .. . . . . . . . . . . . . . .. . . . . . . ... . . . . . . . . . . 0. Ci (act. incivair-3 -water) --=x. 'per cent. . .. . . . . . . ... .. . . . . . . . . . . . . . . . ... . . . .. . . . . . 1.0 (2) -'c:: U-nen tested by la'Zoratcry sie-tes, C�-a� !-ee' _ass:mz 3/8-4=c` Szeve, per c*.1': . . . . . . . . . . . . . . . . . . . .. . . e . . .. . . . . .. .. .. . . .. . Z.as S-:.nz ix:). 4 s-;*e•,r , =Ln. per ce::t . . . GJ FS s s i=z Nc. 20 sievej per cent, . . .. . . . . . . . . . . . . . . . . C a c 4- C?o T 7e 2, C=c e=t:-a t e,-z -7 1 F=-'I I et C= c t.h Cr a a C a I c C"r—I C -d (1) calcf= ch.1crie-E, CaC12 (a=.hydrous), G. =4z. -cer ce=t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . il?ZEC z asI�ac_; =ax. per cent . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . 5.0 Tot-ai as AYESCIZ 0 __x. re:- ce-t . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (::at ir-cludi-1-.-water) x. Der ce= . .. . . . . . . . . . . . .* . ..... . . . . . . . . . . . .... .. . . . . . 1.0 (2) tasta(i by la"tcrato-zi, s-e-.res, it shaIll meet -;::z c'- sfv.re, ;;a:" Cent . . . . . . . . . . . . . . . . . . . . z 'C. 4 sieve, min. 'oer ce::t. . . . . . . . . . . . . . . .. . . N . . . . .. . . . . . 10 20 sieve, =Z. Per cc-::t . . . . . . . . . . . . .. . . page a. The chloride may be delivered in =cistullreorcof bags containing not =:-e t-ta= 100 lb- esc-14, or it =-Y be delivered i= "c,—,Ik im ta.-L'-- cars., cC:,-,ere,: cars, or covered tx-ucks . B-LLk shizme::ts shall be used i=ala--e-ly U== a=rival at destination. b. T-he ra--e =' the manufacturer, name of the mroduc-;Cy net -,;ei;-h',, and percent- Page of -=-1c-iu= chloride guaranteed by the zanufact-,.:rer shall be legibly -!rkeia = each cc;ta-4-,I--r excert in the case of b•,.:.Ik shi=emts where this shalll be sha---a on the invoice. 5. 2'E M!'l-RIAL. Unless otLer-wise specified; -f-r, the the tct-al quantity of calcium chloride shall be based on using Type __dike c-=Ic--;= ch-1-cride having a guaranteed anhydrous calci= chloride con test, veighl.; -of 77 per cent. 'e- den the Frc7:.csa.1 per^'I is alter=p-te tymes of calcium chloride, the bids shall be c==ared cm the basis of the guaranteed anhydrous chloride content, using ratio of 94 f:::- The 2 to 77 for Type 1. 6. C 0 1:F�M A T, 10 LN C= 3 S in co=UI.-im.3 the lc-.r bid on calcium Chlcr--Cle f.o.b. destinaticn, vhem bids are received for alternate fors, the o--ranteec =ercenttzges of a--hYdr-ou.5 chloride of 77 for caIcil= c!llc-.ide T1.e I a=d c-:- for c —ilci,= c*-'Iorid`-- Tyne 2 vJ11 be ar=lfad (1) to both the w=it '--:.d 'or-`ce f.c.*.-. pol=t of origin amd to the frefght, rate -per ton If-= point of C i the bid is subb--itted in `-at mzn-rier; or (2) to the 7,gif= to des------M--ic=., 'Wher. ad in ,=--it bid -c--ice --Pcz- a b. des t--:L--a t:Lca deliver- »:.e r- the bid is slibmitt z* nt --z=er. 7- D OF Caic--*= cl-loride shat' -ca =eSs-..Lred by e? h1 t-`ee =--ft of =eSs-,:ze=e::t 'Cei:IE the tca. 8. r ur -ice Per :EA 5:S 0 =-:T.. T�-e —t e i 1. w 1 b e paid for r a t th- c c=t r a c -it P Chd c for Pur--lishi-ng ar:--: Trans-!,.c--�:ing Calci= a. E f'L a ct-f-TIr- Jt=e 3, --;57 (This szecificatt-4--m suzaz-seines Serial Plug�-er'M 334-54) IN CIL1N'\ 1PR'J?ZTITI=S \'S to All EA X-X AXIS Y-Y A. j OOT' •.A,. + ( G.. + D» I�= I (l :;1 S !InII-I i (1111'4 1 s _. 1 J (- l 1 —I J 950 1 I 1.0 3°50 3 50 3.:'S 1.-°0 .6:5 7;8 2co 5 . S.00 1.750 3.s::. 1. .719 50.3 .560 1.1 I : j Gore-:y See:toa ��l Y Signp osi r-t C--, Hex. i•;ead, `(:rae bclt , Grd (ockrut 4'rp-q'd. C) n��Girter spccer strop Bcse cst 1" for 2.5 lb./ 1.12" -or 4.0 lb. i P �� _ f J� i�o{I �; I •: C:1 J1 c: �! - 211 T ^ S r FU'-" GN KS I tn. .25 j L " c S S:`v, ""\. •,: �_� -- C 0 L ANC) LO t..rt,�� t _'_..=_S rG.. �.':�: ' " 2 TAL ?CS7S ._;D i:. 20 iA!'%1 \ t 1 ROAD.+.___ CON SIRIICIIoil Ut1 __t._,_�--�_— .�-�--�.,�.-� -•---�'^1_- � I IFYT X IA11fS r,O11SII111C.110N Ji I a ° I - Ii211 (IUF as 16 11111 11(11 1.1111 Thla alonino Is re0ulrod for oil projects Byer I min' 3200 3200 m 12 miles) or more In length. _Type A U-0-mm I l'{Q�4lL 1��141L Trps A (12) ROAD CONSTRUCTION NEXT X MILES sign &hall floslur t61 ll ( -RII- 1 flasher RII 4 be placed 150 to 1500'1 In advance of project. ROAD e0A!aou! 11140 0 ENO CONSTRUCTION Mon aholl be erected CLOSED 10 10 at the of the job unless another job Is within I Edge of Ttnu 1au11c Tleel tout((: 3200 n 12 mlleal.j j shoulder P avement 1 Pavement WORK LIMIT SIGNING P0A0 CLO= TO ALL IWFIC ROAD CLOSED TO ALL THRU TRAFFIC Reflectorlxed striping may be omitted on the Rofleatorlled strlpping shall appear on both back Aldo of the barricades. Tho borrlcodes shall sides of the barrloodea. The barrloades ano$ be to the edge at the•ahoulders except when ba to the edge of the pavement except otherwise dlrsoted by the Enolnasr or shown on when otherwise dlractsd by the Engineer or the detailed construction pions shown on the detailed construction plona. Type A monodlractionol flashing light 1.8 TYPICAL APPLICATIONS OF e m 112'1 mmox. TYPE III BARRICADES CLOSING A ROAD min 1 1 1241 ►— .2 n mom g IDOx1O0 (4x41 14'1 nom, wood pos 1 Edge Pavement t.4 a or too Tripod (`'ll a t a of ourb E n min 1 n min, 14'1 :.•:.: .... I.S nIS')min.1� Elevation of edge Elevation of edge 1\ 2 Paved shoulder embedment QQ of povamant of povemant CI 7E D v TYPICAL SIGN INSTALLATIONS T a r It GENERAL NOTES ;a a IN when curb or paved ahouldor are oroaont this almenaIon sholl bo 600 mm 124") to Ina !do of Curb or 1.0 m 16'1 to the outside TYPE A TYPED 1YPE C !doe of the paved shoulder. ROOF LoiNIED ROOF OR TRAILER LIOUNTED TRAILER SIOLINTEO }AU hetghte shown aholl be meosurad above the pavement aurfece. • As citm"lons are In nlelwetoes Ilnohes) ARROW BOARDS unless atherwise shown. DATE REM MS •97 Ronum, Standard TRAFFIC CONTROL Revised oonstruction DEVICES ,+ a sad limit 319A. ISheot I of ]I nascu�-tM� Rsv. het ht above ov't ,a ,„I for TYPE B arrow board. STANDARD 702GO1 _ 16 in 1121 max. m Wl min. ? �mio.i Ftu min I?��min, A e �1�1� �U b i4 R q Ix�-Cenlar Une -�/'1 of support�!\ V Optional unalrlpad �J Dollom roll 6 �L� TYPE IA BARRICADE TYPE 1 BARRICADE TYPE 11 BARRICADE tooxtoo llx�l 50x50x5 12x2x}S,1 Anoio o. e 50x50x3 12x2 x,,1 tuolnq .� 50x 100 l2x 11 l2 per support) too ■ 1211 ,a ID sy0 min. + 1121 Ile! / 1 300 Tuoing-to D000 e1JeJ I its 17's 151 Ill 150 150 a ti (6) . � 161 200 161 Federal aeries C (y I^ I 160 171 Federal series B p/el X50 eooe L 1 Steel plotea 1161 Q 3 !when spacitled) 15 m �� R� -- - — - - -- ' 1.6 n 15'1 _ t6'1 �I (20%2) iS^ fl 1 ' TYPICAL f000 SUPPORT TYPICAL STEEL UY Pt1RT TYPE III BARRICADES c 1 ■ to N Ma j. I ] hoica I 150x450 Orange }lope 250 min. 116x161 (lei Q STAFF FAIDNT SIDE REYMA SIDE IN+ 100.150 11-61 FLAGGER TRAFFIC CONTROL SIGN t OF SMINI0l MMS�NO SANO MODULE ITZ 8 IMPACT ATTE,NUATORS T I In AM dlmenalona ore In ,slelmetera Ilnc"Al ,� 1 sit "1�" 4 „ ICI urveaa otherrlte "Wfl. E m g� — TRAFFIC CONTROL Oronq, Orange DEVICES HIGH LEVEL WARNING DEVICE kneel 3 of 31 VERTICAL PANELS REFLECTORIZED CONES CONES STANDAFID 702001