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Resolution 1996-20 0 k - q6 iiiinpisll%ipartment Resolution for Maintenance " 9 Y treets and Hi hwa s� of Tra►_ _pbdation By Municipality Under the ilinois Highway Code BE IT RESOLVED,by the Mayor and City Council of the (Council or President and Board of Trustees) City of Yorkville , Illinois,that there is hereby (City,Town or Village) (Name) appropriated the sum of$ 31,989.00 of Motor Fuel Tax funds for the purpose of maintaining streets and Highways under the applicable provisions of the Illinois Highway Code,from January 1, 19_2L to December 31, 19 96 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. W I, Alts -Tar r,iPi,_„_P_ Allison Clerk in and forthe City M rs. (City,Town or Village) of 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 f 3 , 19 (Council or President and Board of Trustees) IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this f 3 day of A.D. 19 . (SEAL) � " Clerk ' ( ity,Town or Village) APPROVED 19— Department of Transportation District Engineer SLR 4123(Rev.6/87) IL 494-0354 Ends bcpatttll Municipal Estimate of of Transportation Maintenance Costs Period from January 1, 19,to December 31, 19 Municipality City of Yorkville i ' Estimated Cost of Maintenance Operations Maintenance Operation Material,Equipment or Labor Operation (No.-Description-Total Quantity) Item and Specification Reference Quantity Unit Amount Cost and Unit Cost Shouldering S f 2_ Ritiiminnns Pntrhing Bituminous 2,16n-no^ 3�Ab4-nn I_SnnyRamnvnl i ,n5A_no 4_ Straat Clirh Markin Wbite & Yellow marking 5_ Signs & Sign PnctS _ uun nn TT ('11ann I- pnotR 50 Fa 17-nn sqn-n R5n_nn Total Estimated Maintenance Cost 31,989.00 A, Submitted ' 19. 2 Approved , 19 y - Munic' Official tle District Engineer Submit Four(4) Copies to District Engineer BLR-8202(Rev.5190) 3TATI Of MUNIM MUNICIPAL ESTIMATE OF MAINTENANCE CO Most I of 2) LOCATION SURFACE MAINTENANCE OPERATION STREET FROM TO �TYPE G LENGTH WIDTH NO. DESCRIPTION QUANTITY C,raval 7900 T T Ara?Raga;--r 147- 1 SpAl ;alt fnr Doicing-- 360 T pnuoti CaCl for Deicing 3000 Ga Various Streets Seal Coat & BituminouE Street Signs 100 Ea Paved Round Post 40 Ea U Channel 50 Ea Submit Four (4) copies to District Engineer Form BLR 591(2 of 2) (Rev. 8-75) STATE OF ILLINOIS SPECIAL PROVISIONS THE FOLLOWING SPECIAL PROVISIONS SUPPLEMENT THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", ADOPTED JULY 1, 1988, THE LATEST EDITION OF THE "ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" IN EFFECT ON THE DATE OF INVITATION FOR PIDS, THE "STANDARD . SPECIFICATIONS FOR TRAFFIC CONTROL ITEMS ', ADOPTED APRIL 1, 1989, AND THE "SUPPLEMENTAL SPECIFICATIONS AND MIMEOGRAPHED SPECIAL PROVISIONS" INDICATED ON THE CHECK SHEET INCLUDED HEREIN WHICH APPLY TO AND GOVERN THE CONSTRUCTION OF SECTION 23 -00000-!)0 - Gnir , I N 1ri<tr IN z-- COUNTY, AND IN /CASE OF CONFLICT WITH ANY PART OR PARTS OF SAID SPECIFICATIONS, THE SAID SPECIAL PROVISIONS SHALL TAKE PRECEDENCE AND SHALL GOVERN , 7/89 a CHECK SHEET FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted December 2, 1991 This Check Sheet contains a listing of SUPPLEMENTAL SPECIFICATIONS and frequently used RECURRING SPECIAL PROVISIONS, BRIDGE SPECIAL PROVISIONS and TRAFFIC CONTROL ITEMS. SUPPLEMENTAL SPECIFICATIONS The SUPPLEMENTAL SPECIFICATIONS listed below supplement the "Standard Specifications for Road and Bridge Construction", adopted July 1 , 1988. All SUPPLEMENTAL SPECIFICATIONS are applicable to and included, by reference, in all contracts advertised and awarded by the Department. Std. Spec. PAGE N0. Sec. ERRATA Standard Specifications for Road and Bridge Construction (Adop. 7-1 -88) (Rev. 12-2-91 ). . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . v 101 Definition of Terms (Rev. 6-1-90) . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . 1 105 Control of Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 2 107 Legal Relations and Responsibility to Public. . 3 108 Failure to Complete the Work on Time (Rev. 12-2-91 ) . . . . . . . . . . . . . . . . . . . . . 4 202 Roadway Excavation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . 5 208 Granular Embankment, Special . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . .. . . . . . . . . . . . 6 212 Subgrade (Rev. 12-2-91 ). . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . ... . . . . . . . . . . 7 217 Final Shaping Trimming, and Finishing. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 8 218 Stabilized Subbase. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . 0 . . . . . . .. . . . . . . . . . . . 9 301 Aggregate Base Course (Rev. �12-2-91 ). . . . . . . 10 406 Bituminous Concrete Binder and Surface Course, Class I (Rev. 12-2-91 ) . . . 11 408 Portland Cement Concrete Pavement (Rev. 12-2-91 ). . . . . . . . . . . . . . . . . . . . . . . . 13 409 Continuously Reinforced Portland Cement Concrete Pavement. . . . . . . . . . . . . . . 15 410 Portland Cement Concrete Shoulders (Rev. 12-2-91 ). . . . . . . . . . .. . . . . . . . . . . . 16 501 Removal of Existing Structures. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 18 503 Concrete Structures (Rev. 12-2-91 ) . . . . . . . . . . 0000 . 19 504 Concrete For Structures And Incidental Construction (Rev. 12-2-91 ) . . . . . . 21 505 Precast Concrete Structures. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 22 507 Steel Structures (Rev. 12-2-91 ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 509 Cleaning and Painting Metal Structures. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 511 Pipe Culverts (Rev. 12-2-91 ). . . . . . . . . . . . . 090 . 6 . . . . . . . . . . . . . .. . . . . . . . . . . . 27 512 Reinforcement Bars. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . 28 513 Test Piles. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . 29 601 Riprap. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 603 Storm Sewers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•.. . . . . . . . . . . . . . . . 31 6u7 Pipe Drains and Pipe Underdrains (Rev. 12-2-91 ). . . . . . . . ... . . . . . . . . . . . . . . . 32 612 Catch Basin, Manhole, Inlet and Valve Vault Construction Adjustment and Reconstruction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 620 Pavement Patching (Rev. 12-2-91 ) . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 632 Delineators. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 1 of 4 5528I/1 i t Std. Spec. PAGE NO. Sec. 648 Traffic Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . 37 653 Open Graded Asphalt Friction Course. . . . . .. . . . . . . . .. .... . .. . . . . . .. . . . . . . . 38 654 Gabions and Slope Mattress. . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . 39 659 Lime Stabilized Soil Mixture (Rev. 12-2-91 ). . . . . . .. .... . ... . . . . .. . . . . . . . 42 674 Bituminous Curb. . . . .. . . . . . . . . . . . . . . . . . . .. . . . . .. .. . . . . .. .. . ... . . . . . . . . . . . 46 675 Fabric For Ground Stabilization. . . . . . . . . . . ... . . . . .. .. .. .. . . . . 994. . . . 4 . . . 47 676 Silt Filter Fence. . . . . . . . . . . . 49 . . . . . . . . . . . . . 677 Removal and Replacement of Preformed Elastomeric Compression Joint Seal on Jointed PC Concrete Pavement. . .. .. .. .. . . . . . . . . . . . . . . . 50 678 Sluice Gate.. . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .... . . . ... . .. .. . . . . . . . . . . . . . 51 703 Fine Aggregates (Rev. 12-2-91 ) . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . 52 704 Coarse Aggregate (Rev. 12-2-91 ). . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . 53 705 Stone , Concrete Blocks and Broken Concrete for Erosion Protection, Sediment Control and Rockfill (Rev. 12-2-91 ).. . . . . .. . . . . . . . . . . . . . . . 54 707 Concrete Masonry Units. . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . .. . ... . . .. . . . . . . . 55 ;09 Drain Pipe and Tile (Rev. 12-2-91 ). . . . . . . . . . . . . . . .. .. . . .. . . . . . . . .. . . . . . . 56 710 Metals (Rev. 12-2-91 ) . . . . . . . . . . . . . . . . .. . . .. ... . . . .. .. .. .. . . .. . . . . . . . . . . . 57 712 Paint Materials and Mixed Paints. . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 60 715 Preformed Expansion Joint Filler. . . . . . . .. . .. . .. . . .. . .. . . . . . . . . . .. . . . 9999 61 718 Miscellaneous Materials (Rev. 12-2-91 ). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62 719 Highway Lighting Materials. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 65 802 Bituminous Equipment (Rev. 12-2-91 ). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 803 Portland Cement Concrete Equipment (Rev. 12-2-91 ). . . ... . . . . . . . . . . . . . . . . . 70 RECURRING SPECIAL PROVISIONS The following RECURRING SPECIAL PROVISIONS and BRIDGE SPECIAL PROVISIONS indicated by an "X" are applicable to this contract and are included by reference: CHECK SHEET # PAGE NO. 1 R. R. Protection Liability Form (Eff. 6-10-58) (Rev. 9-29-67). . . . . . . . . . . 71 2 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . 81 3 State Required Contract Provisions - All Federal -aid Construction Contracts (Eff. 2-1-69) (Rev. 10-1 -63). . . . . . . . . . . . . . . . 82 4 Specific Equal Employment Opportunity Responsibilities - Non-Federal -aid Contracts (Eff. 3-20-69) (Rev. 10-15-75) . . . . . . . . . . . 83 5 Required Provisions - State Contracts (Eff. 4-1-65) (Rev. 12-2-91 ) . . . 87 6 Sand Module Impact Attenuators (Eff. 10-15-76) (Rev. 12-2-91 ). . . . . . . . . . . . 90 7 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . 91 8 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . . . . . . . 92 9 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . .•.. . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . 93 10 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . .. 94 11 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . .. 95 12 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 96 13 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97 2 of 4 5528I/2 CHECK SHEET # PAGE NO. 14 Calcium Nitrite Corrosion Inhibitor (Eff. 3-1-80) (Rev. 6-1-90). . . . . . . . . . 98 15 Reserved. . . 99 16 Hot Weather�Concreting�(Eff. 10-1-86) (Rev. 7-1-88). . . . . . . . . . . . . . . . . . .. . . 100 17 Bituminous Stabilized Mixture (Hot-Mix Recycling) (Eff. 5-1 -80) (Rev. 12-2-91 ). . . . . . . . . . . . . . . . . .. .... . .... .. ...... . . . . .. . . . .. . . . . . . . 101 18 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . ..: . .. .. ... . . .. .. .. .. . .. . . . . . . . . . . . . . . . 103 19 Erosion Control (Eff. 10-1-83) (Rev. 10-1-86). . . . . . .. . . . . . . . . . . . . . . . . . . . . 104 20 Erosion Control Plan (Eff. 10-1 -83). .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 106 21 Knitted Straw Mat (Eff. 8-1-87) . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 107 22 Flap Gates (Eff. 7-1 -88) . . . . . . . . . . . .: .. .. . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . 108 23 Reserved. . . . . . . . . . . . . . . . . . . . . . . . .. ... .. .. . . . . . . . . ... .. . . . .. . . . . . . . . . . . .. . 110 24 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . 111 25 Domestic Source for Steel (Eff. 3-1-85). . * * . .. 112 26 Relief Joint (Eff. 5-1 -86) . . . . . . . . . .. .. . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . 113 27 Glare Screen Blades (Eff. 8-1-81 ). . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . 114 28 Fabric Formed Concrete Revetment Mats (Eff. 11-15-79) (Rev. 7-1-88). . . . .. 115 29 Use of Fly Ash in Portland Cement Concrete (Eff. 3-1-86) (Rev. 12-2-91 ). . 117 30 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . 118 31 Pavement Rehabilitation by the Heat-Scarify-Overlay Method (Eff. 4-1 -84). 119 32 Single Pass Asphalt Repaving (Eff. 4-1-84). *. . . 120 33 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . .. . . . ... . .. . . . . . . . . . . . . . . . .. . . 122 34 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123 35 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . 124 36 Traffic Bar rier�Terminal Type 3B (G.R.E.A.T. System) (Eff. 10-1 -86) . . . . . . 125 37 Slipfonned Parapet Wall (Eff. 11 -22-82) (Rev. 6-1 -90). . . . . . . . . . . . . . . . . . . . 125 38 Insertion Lining of Pipe Culverts (Eff. 6-1-84) (Rev. 12-2-91 ). . . . . . . . . . . 128 39 Use of Geotechnical Fabric for French Drains (Eff. 4-15-82) (Rev. 7-1 -88) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 130 40 Measurement of Pavement Marking Quantities (Eff. 7-1-87 ). . . . . . . . . . . . . . . . . 131 41 Reserved. . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 132 42 Reserved. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 133 43 Geocomposite�Wall Drain (Eff. 11 -1 -86). . . . . . . . . . . . . . . . . . 134 44 Haul Road Stream Crossings (Eff. 1 -1-88). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 135 45 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 136 46 Portland Cement Concrete Patching Mixture (Eff. 10-1 -84) (Rev. 5-1 -86) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 137 47 Asphalt Quantities and Cost Reviews (Eff. 7-1-88). . . . . . . . . . . . . . . . . . . . . . . . 139 48 Crack Sealing Bituminous Pavement (Eff. 2-15-88) (Rev. 6-1-90). . . . . . . . . . . 140 49 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 141 50 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 51 Filter Fabric For Use With Riprap (Eff. 4-1-88) (Rev. 12-2-91 ). . . . . . . . . . . 143 52 Crack and Joint Sealing Portland Cement Concrete Pavement (Eff. 2-15-88) (Rev. 12-2-91 ). . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 146 53 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 148 54 Unexpected�Regulated*Substances (Eff. *9-1 -89) . . 149 55 Bituminous Concrete Binder and Surface Course Class I (Eff. 11-1 -88). . . . . 150 56 Maintenance Bridge 'dashing (Eff. 3-1 -89) (Rev. 7-1 -89) . . . . . . . . . . . . . . . . . . . 151 3of4 5528I/3 CHECK SHEET # PAGE NO. 57 Differing Site Conditions , Suspensions of Work and Significant Changes in the Character of Work (Eff. 5-1 -88). . . . ... . . . . . . . . . . . . . . . . 152 58 Temporary Traffic Control Devices (Eff. 12-2-91 ). . . . . . . . . . . .. . . . . . . . . . . . . . 154 59 Pavement Surface Test With Profilograph and 16-foot Straightedge (Eff. 3-1-91 ). . .. . . . . . . . . . . . . . . . ... . . . . . .. . . . . . . . .... . . . . . . . . . . . . ... . 155 60 Structural Steel Tubing for Bridge Rail (Eff. 6-1-90). .. .. . . . .. . . . . . . . . .. . 158 61 Rumble Strips (Eff. 10-1-90). . .. . . . . . . ... . . . 0 . . . . .. .. .. . . . . 0 .. . . . . . . . . ... . 159 62 Erosion Control Fiber Blanket (Eff. 3-1-91 ) (Rev. 4-15-91 ). . . . . . . . . . . .. . . . 160 63 Temporary Easements (Eff. 12-2-91 ). . . ... . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . BRIDGE SPECIAL PROVISIONS BSP-1 Bridge Seat Sealer (Eff. 7-1-71 ) .(Rev. 10-1-83). a 066 *004 ** 4 too * @ of 044 0 163 BSP-2 Portland Cement Mortar Fairing Course (Eff. 1 -2-80). . . . . .. . . . . . . . . .. . . 164 BSP-3 Concrete Joint Sealer (Eff. 7-1-71 ).. . ... . . . . . . .. . . ... . . . .. . . . . . . . . . . . 165 BSP-4 Elastic Joint Filler (Eff. 7-1-71 ) (Rev. 10-1-86). ....... . . . . . .. . . . . .. 167 8SP-5 Reserved. . . . . . . . . . . . . . . . .. . . . . .. . . .. .. . . . . . . .. . . .. .. . ... ... . . . . . . . . . . . 168 BSP-6 Waterproofing Membrane System (Eff. 4-15-74) (Rev. 12-2-91 ). . . . . . .. . .. 169 BSP-7 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . 175 BSP-8 Sand Backfill (Vaulted Abutments) (Eff. 7-1 -71 ) (Rev. 12-2-91 ) . . . . . . . . 176 BSP-9 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . ... ... . . . . . . . . . . . . . . 177 BSP-10 Temporary Bridge Rail (Eff. 1 -2-80). . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 178 BSP-11 Epoxy Grouting of Anchor Rods and Bars (Eff. 7-1-73) (Rev. 12-2-91 ). . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .. .. ... . . . . . . . . . . . . . 179 BSP-12 Reserved. . . 180 BSP-13 Bituminous Density Test on Bridge Decks (Eff. 2-15-78)� (Rev. 6-1 -90). . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . 181 BSP-14 Epoxy Crack Sealing (Eff. 10-1 -83) (Rev. 6-1 -90) . . . . . . . . . . . . . . . . . . . . . . 182 BSP-15 Epoxy Mortar Repair (Eff. 10-1 -83) (Rev. 6-1 -90). . . . .. . . . . . . . . . . . . . . . . 183 BSP-16 Reserved. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 184 4 of 4 5528I/4 State of Illinois ( DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR EMPLOYidENT PRACTICES In addition to all other labor requirements set forth in this proposal and in the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation, during the performance of this contract, the contractor for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees as follows: 1. SELECTION OF LABOR The Contractor shall comply with all Illinois statutes pertaining to the selection of labor. 11. EQUAL EMPLOY14ENT OPPORTUNITY During the performance of this contract, the contractor agrees as follows: (1) That it wilt not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, ancestry, age, marital status, physical or mental handicap or unfavorable discharge from military service, and further that it will examine all job classifications to determine if minority persons or women are underutilized and will take appropriate affirmative action to rectify any such underutilization. (2) That, if it hires additional employees in order to perform this contract or any portion hereof, it will determine the availability of minorities and women in the area(s) from., w•'iich it may reasonably recruit and it will hire for each job classification for which employees are hired In such a way that minorities and women are not underutilized. (3) That, in all solicitations or advertisements for employees placed by it or on its behalf, it will state that all applicants will be afforded equal opportunity without discrimination because of race, color, religion, sex, national origin, ancestry, age, marital status, physical or mental handicap or unfavorable discharge from military service. (4) That it will send to each labor o-eanization or representative of workers with which it has or Is bound by a collective bargaining o.- other agreement or understanding, a notice advising such labor organization or representative of the contractor's obligations under the Illinois Human Rights Act and the Department's Rules and Regulations. If any such labor organization or representative fails or refuses to cooperate with the contractor in its efforts to comply with such Act and Rules and Regulations, the contractor will promptly so notify the Illinois Department of Human Rights and the contracting agency and will recruit employees from other sources when necesse-y to fulfill its obligations thereunder. (5) That it will submit reports as required by the Department of Human Rights Rules and Regulations, furnish all relevant information as may from time to time be requeste.' by the Department or the contracting agency, and in all respects comply with the Illinois Human Rights Act and the Department's Rules and Regulations. (6) That it will permit access to all relevant books, records, accounts and work sites by personnel of the contracting agency and the Illinois Department of Human Rights for purposes of Investigation to ascertain compliance with the Illinois Human Rights Act anc the Department's Rules and Regulations. (7) That it will include verbatim or by reference the provisions of this clause in every subcontract so that such provisions will be bindin, upon every such sc'•contrector. In the same manner as with other provisions of this contract, the contractor will be liable for com;,liance with applicable provisions of this clause by all its subcontractors; and further it will promptly notify the contracting agency and the Illinois_ (x;-artment of Human Rights in the evert any subcontractor fails or refuses to con",ly thc:re:ilh. In addition, the Con1r6c1or will not utilize any Subcontractor declared by the Illinois Hurrn Fights Corr.ission to be ineligible for contracts or subcontracts with the StaiL of Illir,cis or any of its political subcivisions o� r,rinicipal corporations. Lk 120 (kf-v. 1-&S) State of Illinois Department of Transportation Division of Highways Springfield r SPECIFICATIONS FCR' BIlu. CUS xM -n r FCR V'_kzT.—KiKjCE IISi L" SIY M ASFELLT TYPE Serial Number: M 17-79 (Revised April. 1, 1979) 1, D=SC2=LjcH. nose specifications cover coarse--graded and fine-graded bitu- Mi cue Mixture-3 for use in aaiataining sill a.rea.s on flex4ble and rigid type pavicents. The bituminous premix shall be composed of mineral aggregate uni- formly coated with eaulsi ied asphalt M-300 or SS-1, or i=vertad emulsified asphalt CaA7-2 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, rake' or other hand tools, and shall readily compact by hand tamping, hand or power rot it^g,.cr under the action of traffic at the ati_ting tcxparatuza or at temperatures as lov as 40' F., i=&diately after preparation or over a period of several months in a stockpile. The mixture shall r—_.iin in place when used to patch vet or dry pavements and shall be stable under normal traffic conditions. 2. ,TTAT 4 Control of the materials shall be in accordance with the general :quirexnts of Section 106 of the e•.=ent Standard Specifications for Road and uridga Construction. At the discretion of the Engineer, a CicaCf-five pound sa_^pla of the aggregate(s) , a one-quart ma=ple of the bituminous =terial and a one-Pint sznpla of the additive shall be sub=ittad to the Bureau of MateriAls a-nd Ysysical Research, 3-26 East Ash Street, Springfield, Illinois , for checking the dosagt rate a=d cc_pat_bil,itq of the additive with the other ingredient t c r isle. . (a} Assrre�atr. 1. Coarse 3sgregate shall c'-silt of c--,:shed stone, crushed gravel, or chits, of Class C qu-21ity or better, as defined in Article 704.01 of the above cited Sta:dard Specifications. 2. Fans Aggregate shall consist of sand, stone sand , store screenings or chats of Class B quality or better, as defined in Article 703.01 Of the above cited Star?ard Spe-ificatiens. (b) Additive 1. '.has C3.1.E-2 is used, an a=t.-stripping additive approved by the* Department shill be required. The additive shall be added to the bitL=J= LLs m.ateri.2l at the dosage rate (0.8 to 1.5 percant by weight of total liquid) reco=c=ded by t1%9 Engineer and shall be thoroughly = xed for at least four (4) hours prior to being incorporated into the nix. A list of approved additive: is available on request. (c) Bit7a�mieous Yaterial The bit=incus materials used shall be either e=jjsifid asphalt HFZ-300, SS-1, or is-rerted e=ossified asphalt CHAS-2. 1. F7uli3ifed asphalt EFr-300 shall conform to the requirements given in Specifications for DWulsified Asphalt gpv_-60, ET-90, E--E-1S0, a.rd H1E-300, Serial No. : K 87. M=„l.ifid apshalt EFE-300 shall be for=.Llatcd to possess the characteristics required to produce a xlxtsra conforming to the requirements Of this spe_cificatioa. 2. E-uLsifid asphalt SS-1 shall conforms to the require-ments given in Article 713.09, M=,l .ifie- Asphalt, of the Standard Specifi- cations. 3. Inverted anulsd!iad asphalt CBAE-2 shall conform to the following requireme-nts: Flash Point (Cleveland open cup) 'F. - - - _ - 175+ Viscosity, S..ybolt Furol a 140- F. (SgC) 100 - 300 Water C.ontant I by weight - - - - - - - 3 - 9 Asphalt Content x by weight - - - - - - - _ - - - 63 min. Solvent Content 2 by veight - - 12 _ 2S Test on Distillation Residue Penetration at 77' F., 100 g., S sec. - - - 120 - 300 Ductility at 77'F., S cm/min. , c. - - - - _ — - - 100 min. Soluble in Carbon Tetrachloride, x - _ 98 min. h'�scibiL+ty with eater - - - - - - - - - - - - - - - Nome 3. INS?ECiION. The Eng±=ee: or his a.uthor'�d representativa shall have access at airy tuns to all parts of the punt in order to verify veights or proportions and character of =.aterials used in the preparation of the mixts 11 re. The --ru- .facturer sha afford such facilities as may be required for making inspection At the plant and for coL'ezting and forvar•?'_ng sat-plecr .of the bit=i=cus mixture to the Depart--ent. _ 4' PLANT '�� EQ�'-`�'�Z. Storage facilities =d all er�ui, ..Int �d in the prep- aration of the Mixtsrd shill be approvd by th.a Department. An approved drier shall be a-7ailabla for aurfacs drying the agZ-.egate when needed. The r,.aterial.s for indiv7idus-1 batches shill be me-asured accurately either by vo1L:a or weight, ca arirw�i methods and aqui�ent. A batch t3pa mixer of approved design and P ty shill be uzd in mixing the ingredient nararials. Eoraever, apprrval for the use of a cvut'^"^us IIiTar may be given if it can be shc%-a that .sat:sfactorj results vials be obtained. S. PR?°AP.ATION OF ?MX-,JRE. At the t' .x of nixing, the aggregata shall rot con- taim enough moisture to cause drifting of the emulsion from the aggregates. Tha aggregates and bituminous material shall be =ansurad separately mad accuratay by weight or vol=e. When, a batch type mixer is used, the aggregates shall be added to the mixer and mind thorovg'.zly. Tha bitter{-h+ tutorial shall then be • added and =king continued for a period of at laast 30 seconds or longer if Sc"';arT to product a hmog�ous m xturetin 6-hi ch all particles of the agy�-a- acs are coated uri.orr1y. For szfat7 rem cc.s, w-he-a inverted emulsified uphatt E'2 used, the tcparzt-srs of the agg-ra"a=te Est not exceed 173' F. Sar!Al Number: • 'S 17-79 ' f 6. CON-OSITION OF `.'iZMUIRZZ. The ingredients shall be ee:abinad in such a canner as to produce a rsi=rars which when discharged shall be workable. The mixture t shall ccnfor= to tha follows,g composition 1.init3 by we Crushed Stone Crushed. Gravel or Chat3 Gravel Gradation of Eat acted Asg-:egata: (1002) Coarse Fina Binder Mixture Su:-face N-fixture Percent Passing Slaves Surface ".fixture Surface Mixture 3/4 inch -- 100 1/2 inch 75-94 100 95-100 3/8 inch 64-78 90-100 95-100 No. 4 32-45 65-86 50-73 50-83 No. 10 22-34 28-50 30-60 35-63 No. 200 0-5.0 0-6.0 0-10.0 0-10.0 Residual Bitumea _(Includes Additive) 4.0-5.0 S 0-6 0 4.0-5.0 50-6 0 7. LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC. the laws to be observed; permit3 zed licenses; patented devices, materials and processes; and rasponsibility for daaage elai:as, shall be in accordance with the requirements of Section 107 of the above cited Sta.adard Specifications. SAYE•rY NOTE: Inverted e=lsified Asphalt CBAE-2 i-s a combustible liquid and should be handled as a hazardous material. All local, cit3, county, state and federal reg-al2tien_s in hxadl.ing a hazardous liquid should be followed. LY-1 Effactive April 1, 1979 _nis specification supar3edea Serial Nu^ er K 17-77, affactive .`SaT 1, 1977. - - 3 - State of Illinois Department of Transportation Division of Righways Springfield SPECIFICATIONS FOR BIM, T-NOUS MIXTURE FOR MAR7T_tkNCE USE MEDIUM CURING LIQUID ASPHALT TYPE , Serial Number: M 19-81 (Revised January 1, 1981) 1. DESCRIPTION. These specifications cover bituminous mixtures for use in maintaining small areas on flexible and rigid type pavements. 2. Y_kTERIALS. 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. �� r (a) AQ—g._ t 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) Additive Tl'ie additive shall be an anti-stripping additive approved by the Depart- ment. 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 mic. A list of approved additives is available on request. (c) Eit=inous Materials The bituminous material used shall be either liquid asphalt MC-250 or MC-800 confor-....ing to the requirements of Article 713.11, Medium Curing Liquid Asphalt, of the above cited Standard Specifications. The Engineer reser,-res the right to specify the grade to be used. 1 j Serial Number: M 19-31 r 3• IN SP CTI0;7, The Engineer or his authorized representati at any time to all parts of ve shall have access the plant in order to verify weights or proportions and character of materials used in the preparation of the mixture. The manufac- turer 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, PL- ;T LM EQUIP=­,Y'T• Storage facilities and all equipment used in the prep- aration 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 mixer 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- satis- factory results will be obtained. 5• PREPARATION OF E• The aggregate shall be surface dry at the time of mixing and shall contain not more than 1.5 percent moisture by weight which do not conform to this requirement shall be dried by natural or•artificiale5 means before being used in the mixture. The mixture at the time of mining shall have a temperature above 150° F. and below the flash point material. The bitumino of the bituminous us material shall be'heated to such a temperature that it will be workable when used in preparation of the mixture. 6. M-TOSITION OF M?' L' g, The De artyent shall < of the mixture to be used. The ingredients shag-1 be the type (gradation) mixture meeting the a g" 11 be combined to produce a approval of the Department and confo—ng to one of the following coupositicn limits, by wee zt as Bete_ mixture. 'g' r=inEd by tests of the prepared Gradation of Extracted Aggregate (1001) Percent Passing Sieve Nc^:_nal Size 1/2" 1/2" to No. 4 112" to PIo. 10 3/8" to No. 10 3/8" to No, 200 3/811 60-900 100 -- No. 10 0-25 55-30 100 25_00 0-15 20-50 Nc. 40 _ 0-'.'-5 15-30 No. 200 5-20 0-6.0 0-5.0 5-15 0-6.0 0-6.0 Residual Bitt:...en, (Includes Additive): 3.0-5.0 4,0-1.0 3.0-5.0 . 3.5-7.0 -2- Serial NLnber: M 19-51 Gradation of E_xtracted Aggregate (1001) 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)7' 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 pro- portions of the ingredient materials have been set there shall be no variation from the same without the Engineer's approval. It is the responsibility of 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; pernits and licenses; patented devices, materials, and the processes; and re- sponsibility for daWage claims, shall be in accordance with the requirements of Section 107 of the above cited Standard Specifications. Fer Effective January 1, 19E1 (T,-,is sPec_ficat;cn supersedes Serial 117=be- M 19-79, effective April 1, 1979) . State of Illinois DEPARTi•tENT OF TRANSPORTATION Bureau of Local Roads and Streets SPEC IFI CAT 1011 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. CESCRIPTION. 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 718.03 of the Standard Specifications except that the gradation shall be as follows: Passing 3/8 inch sieve . . . . . . . . . . . . . . 1000 Passing No. 4 sieve . . . . . . . . . . . . . . . 20 to 800 Passing No. 8 sieve . . . . . . . . . . . . . . . 10 to 500 - Passing No. 30 sieve . . . . . . . . . . . . . . . 0 to 100 Vendors will be expected to furnish Rock Salt that compiles with the above sieve analysis. However, the following tolerances will be allowed for samples taken at the destinations: 3/8 inch sieve . . . . . . . . . . . . . . . . . . . Minus 50 No. 4 sieve . . . . . . . . . . . . . . . . Plus 50 No. 8 sieve . . . . . . . . . . . Plus 50 No. 30 sieve . . . . Plus 20 METHOD OF MEASUREMENT. Rock Salt wi11 be measured by the ton. BASIS OF PAYMENT. This work will be paid for at the contract unit price per ton for ROC✓. SALT based on the sodium chloride content. Payment will be in accordance with the following schedule: NaCl Content 960 to 1000 Net Bid price per ton. NaCl Content 950 to 960 Bid price less 10.50 per ton. NaCI Content 940 to 950 Bid price less 12.00 per ton. NaCl Content 90% to 940 Bid price less $4.00 per ton. M,ateria! with less than 901 sodiuc. chloride wl11 be rejected. LR 72f� Wev. 1-69) — State of Illinois Department of Transportation -'' SPECIFICATIONS -f 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 gation 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 regular work days and working hours, except when special arrange-ments have been made in advance with the District Engineer to whom the shipment is directed. All bulk Sodium Chloride that is delivered by motor trucks is to be transported in dump trucks or in self-unloading vehicles. It shall be the responsibility of the vendor to unload the Sodium Chloride in storage bins or stockpiles as directed by the District Engineer, All releases will be for amounts that rill either make a full truck lot (20 tons) or a full carload lot (40 tons) . Vendors will not be expected to haul partial loads or ship in less than carload lots. 5. PACKING AND MARKING. Vendors who hold purchase orders for delivery of Sodium Chloride in bans shall furnish a sturdy multiwall kraft paper bao, the contents of which shall not exceed 100 pounds of Sodium ChloridF. The name of the manufacturer and the net weio_ht shall be shown on the outside of each bag. -L- II . MATERIAL REQUIREMENTS v 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 mm) sieve, . . . . . . . . . 100% Passing a 3/8 inch (9.5 mm) sieve, . . . . . . . .. . 95 to 100% Passing a No. 4 (4.75 mm) sieve. . . . . . . . . . . . . 20 to 90% Passing a No. 8 (2.36 mm) sieve. . . . . . . . . . . . . 10 to 60% Passing a No. 30 (600 um) sieve. .. . . . . . . . . . . 0 to 10% Permissible Variations - A 5 percentage point tolerance on each sieve, except the 1/2 inch and 3/8 inch, shall be allowed for material sampled after delivery to the purchaser. The Department will reject any shipment of Sodium Chloride that is outside of these tolerance limits. The right is also reserved to reject any shipments of rock salt which are delivered in a frozen or caked condition or which contain free water. (b) Chemical Composition: The sodium chloride (NaCl ) content shall be not less than .J 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. (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 (NaCI ) 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. ii -2- (3) When sodium chloride (NaCl) content is less than 94.0 percent but is not less than 90.0 percent: Quoted price f.o.b. county or destination - Less $4.00 per ton. The right is also reserved to make a deduction for moisture by weight based on the per ton price of the Sodium Chloride. All penalty deductions shall be made on the basis of the sodium chloride (NaCl ) content and the moisture content as determined by the Illinois Department of Transportation. 7. BASIS OF PAYMENT. The Sodium Chloride will be paid for at the contract unit price per ton for furnishing and transporting Sodium Chloride to the Illinois Department of Transportation. Effective June 1 , 1986 (This specification supersedes Serial Number 36-85 issued October 1, 1985. ) State of Illinois Department of P.;blic Works and buildings Division of High-sys SPECIFICATIONS FOR CALCM-1 CaOR=, )E Serial Tu=ber: M 33-`7 1- DESCRIPTION. This specification covers furnishing and transperting calcium chloride. 2. SA1•T.L;G AID TEES _:,G. Calcil,:..- chloride shall be sampled and tested in accord- ance with the latest standard methods Of the American 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. MATMIAL. Calcium chloride shall neet the following requirements for chemical ccmposition and g_-adaticn. a. Calcium Chloride (Type 1, Re�.:,lar Flake Calcium Chloride) (1) Chemical Compositicn Calcium chloride, CaC12 (anhydrous), sin. per cent 77 . .. . .. . .. . ... ... . . . Total aL'Jali chlorides calculate,; . as Na21, Tax. per cent . . . . . . . . Total as 2 '12, . . . . . .... . .. . . . max. per cent O.5 Other imrur ties, •(not. including water) . . • . • . .• .•• . . . • . . rax. per cent ..� 1.0 . . . .. . . . . . . . . . . . . . . . . . . .. .. . .. . . 2 Gr ada i C_^.. Vnen tested by la:OraLp^J Sieves, It Shall =e et to i 0o e 'C III 1 � C.t;- Pas s i.g 3/0-4nch Sieve, per ctnt .. . . . . . . Passing> ;o. 4 sieve, rain.. per cent. . . . . . .. . . . .. . . 180 . . . . . . .. . .. . Pas si_ IIc. 20 sieve, max. per cent . . .. . . . . . . . ... . . . . . . 10 b. Ca''-c_ur (Type 2, C-ncentrated Fla: = 're�?E- Cr jam- Comic_...... C:acr= (1) Chemical Com_csition Calci-u'."_ chloride, CEC12 (a.Ij,rdrOUS) r_n. per cent c 1Tctal a''rali c.:_cr- es, dale I;.ll c BEd as NaCl, Max. per cent 5.0 Total m g^ESiY as %ISC12 . . . . . . . . ... .. . . . . . 4. ram. per cent . .. . . . , yI.• �� T� • 0.; O,,Ler i=: _ -ties, not includi:- :rate_ . . . . . . . . . . .. . . . . mx. per cent 1.0 (2) Gradaticr_. 'firen tested by labera}or•✓ sieves f ir-g i , it shall meet the I cllo�:- s rassi 3/2 -inch 3�C-inc sieve, for cent . . . . .. . . . 100 Passing, i�c. 4 sieve, Wi* . . . . . . ... . .. . . YGJs `,o. 20 sieve, =z. per cent . . . . . . . . . . .. .. .. . . . . 1^ ' , . 4. PACrCETG AND W.PKI1,G Page 2 a. The calcium chloride may be delivered in mcisti-reproof bars containing not more than 100 lb. each, or it ray be delivered in bulk in task _ ca rscoverer hopper cars, or covered trucks. b ,i � s i men is shall be used im✓e._a gel y ur on 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 on each container except in the case of bulk shipments where this information shall be shown on the invoice. 5. ALTr- UTL MATERIAL. Unless otherwise specified in the P:oposa_ total quantity of calcium chloride shall be based Oneusing Type 1, regular flake calcium chloride having a guaranteed anhydrous calcium content, 'by. weight; -of 77 per cent. chloride Tr'hen the Proposal permits alternate types of calcium r be compared on the basis of the � c-� chloride, the bids stall ratio of 1� guaranteed anhydrous chloride content, using 9 for Type 2 to 77 for Type 1. 6. CO;,itFUZATION OF B S. In cO=-using the low bid on calci= chloride f.o.b. destination, when bids are received for alternate fors, the guarantees percentages of anhydrous chloride of 77 for calcium chloride Type l and 94 for calcii = chloride Type 2 vi -1-1 t bid price 1- be ap e f.o.b plied (1) to both the unit . point of origin and to the freight rate ter tcn from point of Origin to destination, when the bid is submitted in that manner; or 2 unit bid price for f.o.b. destination deliver, when the bid is submitted to the that ma,-ner. �i��ed in Calcium chloride shall be =eas=e,; by weix Of *-e=s;.:r eme nt being the ton. + y 8. L"'srs of FA•_^f—E-,17, The 1 . aerial will be paid fcr at t,-.e cc:tract unit ID ton for Furnishing ce per hi^.g and Transpertng Calcium C dcride. Effect ive June 3, 1057 (This s_eci_ycation, supersedes Serial Number M 33 J-�Y) / FOB U-1 i ` State of Illinois •'`" � Department of Public Works and Buildings Division of Highways - Springfield SPECIFICATIONS FOR SIGN FACE rATERIALS Serial Number; M 49-65 1. DESCRIPTION. This specification provides for a reflectorized face on approved sign blanks by use of the Beads-On-Paint Principle. Color and message shall conform to the require!:pents of the Manual of Uniform Traffic Control Devices for Streets and Highways, effective May 1963. 2. MATERIALS. Sign blanks shall conform to the applicable portions of Article HS 13.1 or HS 13.2 of the State of Illinois Supplemental Specifications for Highway'Signing, effective March 1, 1963. The reflectorized sign face shall consist of at least two coats of high grade baking enamel and a coat of glass beads applied uniformly to the surface. The finished surface shell have the following minilmumn reflective values expressed in units of candle power per foot candle of incident light per square foot of reflective surface. Entrance Angle Divergence Angle Specific Brightness Degrees Degrees White Yellow Red 0 15 7.5 5.0 30 1/3 g 3.7 2.5 3. Se"2-TILES PLND T=1 IYZ- ;,Then requested by the Engineer,, the successful bidder or the ma_^.ufacturer shy furnish the Department the following sa=ples free of charge; For orders of 25 or less signs, one sale not less 24" x 24". For orders of more than 25 signs, two samples, size to be selected by the Depart:-ent. The manufacturer sh=all certify that ell sa ples submitted are representative of the lot purchased. A11 measur=eats of specific brightness shall be made in accordance with standard testing procedures of the Society of Automotive Engineers. At the discretion of the Engineer, samples shall be subjected to 60 cycles of the weathercmete_ now being used by the Department. The tested sample shall remain free of cracks, shrinkage, scaling, blisters, or other blemishes,; it shall shcw no visible darkening; and the specific brightness shall re main at no less than 80P of the values specified above, ugcn completion of the weathercmeter test. ` Failure of the tested sa_.::les in any of the requirements stated herein will be cause for rejection of the entire shi=ent. i -2- ' GETID AL R QUIRE=S. All signs shall be packed f or shipment in substantial containers. Sheets of heavy dry-wax Kraft paper shall be placed between adjacent signs. Any damage to the coating of the sign during shipment shall be cause for rejection. A 75-day period between receipt of the sample and issuance of the inspection report Will be required for the weatherometer test. Effective March 26, 1965 Form LX-1 _ - 'State of Illinoi s Department of Public Works and Euildings : Division of Highways - Springfield SPECIFICATI IL S FCR S=L HIG e.TAY SIGNS - Serial ITumber: 1,11 12-68 1. DESCRIPTION'. This specification covers the fabrication and finishing of steel signs for marking State highways. Tr-e signs shall be ma-nufactu-red ir. strict accord=ance writh the-requirements of these specifications and with the Corking drawings. MATERIALS 2. STr cL Sa::ETS. The steel used in fabricating the signs shall meet the re- quirements of the S,_,ecificatiors for GF-17razized Carbon-Steel S:-eels for Iway Signs, Serial 93-6°. 3• r A„J ;�L�LS. Tie rriyer . ` :r s�onJ saGli meet the requtreT�e::.,s o" the pe ;r• c r 7 - S el- . G Lv -:r u2r,c C'�rc-Gte rr�'l�j, A J C {_��, 1Qr Signs.,- � ^J r:ir �r•�no or ;g•- , Alkyd Type, Sarir-1 ;:u::ber: !; 97-6°. The enamels for sig�,s^snall aeet the re- q-uiremer,ts of the Specifications for Baking Sion Ene-mels, A!':—,yd ^=s Sera, Ifumber: IN 93-68. .,� ) rCTIC:; k• Sr.'.TLES. The successful bidder, hereina"ter called the manufacturer, shall 4. 11 to the Derartxe:, a sazples free of charge. two weeks after the date of award of the purchase orce- the fC; ill`•�ct :r�r shell set =_side in his plait all steel sheets necessary to rro_uce the crder, and shall submit. preli�i 5a u�,;es of th- des'l;s and meta', Or, ',her: directed, shall r -o , DOtliy the DeFartment t:zat such desig_s and metal are ready for ins_ecticn. a) Steel ch_,}V Sari es shall be to%en as required in Sp_cificaticns fer Gal- vanized Ca_rbca-;,teel Sheets for ig�,::ay Seial ;ube :g : , ' 08. b) Fabricated Si€ns. rrelimina_ry ur-finished samples Cf each design of enbcssed Sig. ordercd shall be Submitted prior to the fabrication of the or?cr of sign - but arproval cf the dimensio.s and embcssing of the Preliminary sa.--.2les so sub- witted Sall not be co siacred as a g�:araz tee of accertps,ce on the completed signs. - C) PEiMer and Z::a-nels. Unless otherwise directed by the Depart -_^ Department, sples cf the primer and c:.::-e.sChall be b-.=tted -rior to ai.plicatic., to I-*-e _:gr-s in accorca^ With e thod t i,e n the VS r � � ;e «...(1 the .'..� 01 1 - '-�. i cC: 1Ca•,i^.^.� ::.GiCa�CC.�. 1- �r rr^*-til 3• Acceptance of t e pri_,=-r and enamel jQal; " .-- �� :el- eve th° =zz_2ufE Cr from his obliE;=tion u d'er the guarantee. Serial Nlimber M 12-69 2 i \ : 5• INSPECTI0.7. Inspection of signs is to ensure compliance with these specifi- cations. Such inspection, however, shall not operate as a waiver of nor in any way make invalid, the obligation of the manufacturer under the guarantee re- quired herein. The Department reserves the right to perform the inspection at the .plant during the fabrication and finishing of, the signs, or at the plant after manufacturer, or after delivery. If inspection is made during manufacturer, the Department's inspector shall have free entry at all ti.-es to such parts of the plant as concern the manufac- ture of the signs, and the manufacturer shall f:.LTnish free of charge all reascn- able facilities to assist him, in determining whether the signs meet the require- ments of these specifications. If inspection- is made at the plant after completion of the signs prior to shipment, the manufacturer shall arrange the signs in such a manner that they may be inspected conver_ieatly and rapidly. If stacked before inspection they shall be separated Irith heavy dry-wax kraft paper so that/ the :finish will not be -marred or scratched. The sheets of paper used shall have dimensions slightly in excess of those of the si&ns. If the Department elects to waive plant i^spection and to make inspection at the destinations specified in the shipping`in's'truct;on-, the manufacturer shall refinish or replace all rejected signs at his entire expense, including the cost of trarspor taticr. both ways and all har_dling costs. 2'A7 tTr AC 6. FAB?ICATIM7. For the various signs, the Department *o 11 furnish working dra»-ings which ti:ill show the gape of the :petal, the dimensions and location of all cony and design., the parts Of the copy and. design that are to be embossed, e diameter and loca ic-, of all bolt holes, . the diameter an' location of all holes for reflector buttons, the radius of the rounded corners, and the finish. colors for design., copy, and background. In ma-Ring the dies and Patterns, the ranufact:irer shall pro•ride the required allowances, so that the embossing conforms to the 11r_es and dim.ens:ons of the working drawings. In order'to provide some latitude for the " ' �rFw caused by the embossing proses-, the over-all dimensions of finished signs ma,'r vsy from the dimensions specified o. the drawings by not rnore than one-sixteenth inch per lineal foot of steel sheet. The details of the designs shall be raised from the bacfgrcur.d not less than or 0.100 inch nor - e•tran 0.125 inch. The finished embossing shall conform to the lines of the working, dra,,-inns, shall be clew and ever in outline, and shall be free from cracks and tears. The signs shall be free from wind, twist, or buckle and the background shall be substantially a plane surface. 7• FINISH. Tne faces, bac:;s and edges of the sins chall be coated thoro,,:-hly . and uniformly with one cot` of primer En! two coats 'of ena-,.cl by an acc°ptable CO=ercial meth-d. Each cent of tr.-er 2r.? er.anel shad be bae i Seraretel; at a maximum tem-perature of 2:C°F. for a zi^imuv time of 30 minutes. r..i^;- temperature of 225-F. will be perm; tted if tie bakir.E time is increased to one Serial nxnber M 12=59 — 3. hour. The ma,-lufacturer c.-ill be given reasona,ble latitude for thinning the Primer and en2.mels with an approved thinner, as he deems it necessary for his o e- Tne operations shall be controlled so that the flexible,P niforms. coatings entirely .� F-oisce touch, l le%:ible, uniform g s.re_y free from surface defects. . -The_ design color- oz.-the 'embossed.-signs-,shall be a li `-_-- other approved devices, and the equivalent of pP _ed-by means of rolls or applied. The design color shall be baked at a mzYium temperature tOfs26Olrbefor a minin= time of 30 minute-. A minimu.-a temperature of 2250F. x_11 be e_r a if the baking ti--e is increased to one hour. finished F »itte- ' cut and sharp. The lines of all letters a^. Tne design wall be clear free from blemishes of any kind. 3 details shall be true, regtular, and • GET ERAL R:QULRE.'• iZTS. . -- ----- - — — -- -- 8. RATE OF PRODUCTICN. Within one week after notification materials have been accepted, the manll,'act1roz�atherfabrica designs and and finishing of the signs. Production_ shall proceed dt a rate of not less than 300 signs for each •:;orki_^.g day a-nd shall cont4nue :rithout irate ��ttion until than order has been completed. _- _ 4• D 'i'IT-'IC . AT.TG_;. Dt:rirg fabrication, the r-Enu_fact:.r ' date of shipment, and the ru f de s na tee, the approximate the metal on the back " 0er °� the prrcn`s order sh,Gll be star.:pEd into �.k of each sign. It shall ll be st-'--ped in such a mz-iner that the irpression does not show on the front of t zhall be legible after the 'sign is finished. the sign and i 10. PACKI:1. All signs shall ed r c- eet b° pact. for shipment in � t t- al ..t - --- _ Sheets 'J. h°S'iy '�•?'y•-i:a;.1. ��rci't '�� � t 5.165 �'1 � c'.�.:�air?rs. .-- ir. S:1Ch ?Z^.^i°_r as to � Ft^Lr h$tl be t C,^.E'er between a:,4azent s;gnS gross weigh'. r prevent e t d�::=G° the e-a-.E1 cc:ti. 3'.2=i^.� zh--;:meet. ine b igh. C- L.y container o° signs shall be not more than 225 F:.•:.,s. 11. GU R.r2,=EE. The manufacturer shall years. � n' ,.^-itnc shall the Sif�'.^.5 for 2 e:10•.ai of ti:0 visibl a+� �J1_iltb'1� �• shall ensure that the bit_°d °-=1•'?:1e1 coati..^_�^ —ill not y f }, h t, it will re-:_ln E^tirel' free ^rC `. i blisters Or other b_eris:e$ Q?/r_ ti •I - � - a-.'.S, $h? i -,a^F Col i rG t,.e t::o year _r10 A- t o 4 scaling, by a11 bQS on or defac; of the sic ?�d that ir- .., Cih ..ha:s CefEC�S CB S°_ d shall re,inis;,ec? or re lzcea case of such fa:ham-cs, t^e si�-a p w=th*n " 4. t o a^.d at his e s=gn. a� he option of the maz ufaci•�rez- entire e�rense, :clild.-G the cost Of all handling e--1d trans-,ortaticn. Effective august 1 1�6P -- - -- - ---- ---- -- ----- (This s ' - - - --- Fecif= I cation-sur_rse^es Serial "Number: IM 12-so ;zsued February 10, 1050 . Form LX-1 _ -- — f. State of Illinois Department of Transportation Division of Highways Springfield, 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 strao for use in erectinq highway signs. The posts and retaining strap shall be "EZE-ERECT_" manufactured by Franklin Steel Company or approved equal . The posts and method of couplinq shall be certified as meeting the reouirements of FHWA Notice N5040.20, dated July 14, 1976, with a, change in momentum of 750 pounds per second or less. Test data shall be furnished indicating that, in most instances, the base post remains usable after the upper post has been broken off. The test data shall also ;ndi.cate that the retaining strap f remains attached to both the upper and base posts after impact, causing the upper post to fall unner an irnpactinq vehicle. MATERIALS 2. POSTS: Posts shall be rolled from hick-streneth, hot-rolled steel conforminq to ASTPI Desiccation A. 499, modified to 60,000 psi minimum tensile or eoual . 3. RETAINER STRAP : The straQ shall he fabricated from AISI 1020 steel . 4 . BOLTS AND NUTS: Bolts shall he 3/8 -16 UN'C x 2 inches long, hex head, flanged bolts, ASTt A 354, Grade BD (Grade 8) . Nuts shall he hex head, f1ar,�F,� lnck nut, 3/8 -16 UNC, ASTN A. 563; Grade D. FABRICATION Af4D 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 ShnY,n on the attached draw r; fnr the type, or types. of Qosts Spec i f i ed. Nn v a r ' anr,P W' l l he ,,I In'.ed n') the posts' cross Section Pxcept a,, nnted here•n. 6. LF',GTH: The lencth of ar'd 2. 50-pound upper GOSts shall he 8 s Dec ;f Fd. The lencth ^f the c .00-pound base posts shall be 3 '6" , and the lencth of the 2. 50-pouna base posts shall be 4 '0" Serial Number: M 125-89 Page 2 of 2 with tolerances of + 1 .0" on the lower posts and 1.5" on the upper - 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 upper post shall be punched with 7/16" diameter holes, 1" centers, full length, with the first hole 1" from the top of the post and the last hole 112" from the bottom of the post. 9. GALVANIZING: The posts and reta'ninq straps shall be galvanized to conform to ASTM A 123. The weight of the galvanizinq shall averaqe 2.0 ounces per square foot of actual surface and shall be not less than 1 .6 ounces. All eal_vanizinq shall be done after fabrication and punchinq has been completed. Bolts and nuts shall be mechanically qalvanized to ASTM B 695, . Class 25. 10. WORKMANSHIP AND FINISH: The posts shall be symmetrical and well formed. They shall he free froT, injurious defects which will impair their strenqth or appearance. The zinc coatinq on the steel posts shall be free from such imperfections as lumps, hlisters, uncoated spots, dross, and flux. All holes and sheared ends shall be commercially free of hurrs. 11 . TENSION TESTS: The tensile properties of the metals shall be deter-.ined in accordance with AST!' � 370. 12. SA.�-'PLES AND INSPECTION : The vendor shall furnish, free of char0e, all full-sire specimens nP( PSSarV for GPrforminp the tests. All posts shall he �nspectpo by the Ge�,artment of Transportation for compliance with the cc)Pc if irat'ons . The 'nspection may be perfOrT.ei) U"vvr, the f;;rn' Shr Costs SuhSPouPnt to delivery or at the glace of manufa.turP, at thr- nption of the Department of Trar!soortation. Any inspector representino the Department shall have free entry to the parts of the manufacturer' s plant which rnncPrn the prnduCt"nn of the pn,,ts. 13. PE,)ECTION : Failure of the pr)stS to r,',Pet any of the reouirements Of. these spec4f ications will he cause for rejection. 14 , PAC G1NG: Posts shall he securely bundled with 4 or more steel straps and shall weigh aporoO mately 2,600 pounds per bundle. This specification s effective Nove--;�er 16, 1959, and supersedes Serial r,j--:her N 125-83, dated July 1983. FLANGED CIL%NXCL PRIO?ERTMES �ti'EIGIIT DCdE\SIONS AttE1 X-X AXIS Y-Y AXIS l P Ma FOOT* „A„ ( „R., C, "D" IN2 I (in4) S mn3)- I (1n4) S Or.31 I \ I • I 2:Fl0 1 1.56: 1 3.125 1.250 .625 .748 .2233 .219 .551 E-`-30 4.00 1.750 3.500 1.E71 .719 1_190 -500 .5F0 1 1.190 I • +3 }� I + Govera[rg Section I I Signpost *- I P. I I Hex. head flange bo!t Grid locknut 49re 'd: I E ! D .iF�' I 'I' c' I 1 ��14 y� • B / Y Retainer ' l spccer s`rcp-��l� :•�� I r•_i / Basepcst Cb Oil CD 1" for 2.5 Ib 1.12" for 4.0 lb. moll °ii = 0 211 --T 5 SE POST Sfvi! KS T L25' I H-X. HEAD -INTEGR;,L rL�^,NGL TAINE� - SPACER STRAP BOLT AND LOCKNLI t i +! DESIGN DETAILS FOR BR.—ti Y * -T,1L POSTS ri;D i r� r?;r I •�♦ �y'�1� �-".7 �!�� ir•' 1 K.,^"+9 f"��� T" ,� ��+ R j;...;y J.,i�j ^r �� ,�.I •W. j�� 1� �j1'�rA }*I.IV� V 00 A.w AOw Mt+10h 1 w7o-7a1 0. <' \ wio 7.101 Cale..rr 7e IT •«ten 1.7.0 n.AaM1h.wY W70•la1 W7o 110 11� M Y.•,.Y.h ...hw, W.- I I I I _.--rr rlr.•Ir I M..r.rN.vr —__.'_. 700.__ 70P--�.r 100 ^'I �rY Mrw.w hr.sw •y p•MUK1 I I + {I I ,_ a InryIO.Trry II--.cAD[{�� t �'ON/WAY/ONI "of O"RATION� U' 00 f ' /. F"ft.OR TIM n.A..CADn 1� �� /I 1 I T -TVrymuRecaou J I =..A too I {ov7W ,ot „ 1111-3 .D. e.. .o.ro Irr7r Th•cl —e .vP Uthth ~� r�,,o" D ,•o,tc,{ A.e.e en wee 71a w7t- w70�1a W7671r �'^� Ww. 'p1 w7o71a OR Arno ' W 'rte CroOM�O V*C~T1c07N rf70.7.101 W711101 W7o 110. SYMBOLS 1 otea..Iti..sl•�r...h.e.l aeer.. GENERAL NOTES O w.o.hrm W ir.vw P«t"M«d IImH V 7.M.P.N.r To wrMrhe Hen. i.R it.warp.PS,.tlao I..silo—d"to~a DO A M r.d):DO 1'M. •A.II Here mhnlmvm s.mh,.wn,.I Ie m.er Ie In p e+o.ue soP..r.l o"d doe.n c..d 10 m «,ReHhc polK tl.w•ell N«storm Wro Me. sl IM fne.n.r,){hn•Y)f.w n U•a«t.s.psN IMn11 I.)D M P.H.r Iw• 7TD.7307,I+pn.,,Men reeYrr•d.M•11 he nel•n.d At 700 N. 1«1.NI—4-0 1N11 h.V•.mMlmvm dlmew.lan of 7611.by 36 •Pac'^e �, 1.r.1...Nasal D.r.er typ p i.rllherl sec«erY..MltlenN Raioon yell N ►eeNlenal .o M to 7.All•l.re Mell M.«I Iweun,M If the el«Yr.Iwe o.e.ed.Iphrr MH ,pu4,••.d.11r«t H hMlc. 0 ..eeew Wh.w 1—cMVY{y V/1•r,p.rp.d eoA,O.•eIKA the Ilw.N..yN'1..-1•.e.IK.I.wn., ..pn.encrucn on.nw•wh.1 Peds.lrl.n rH.w.y.U ..P l shell be 7.R U..wor.r..M M,h.Prbl.v too..w the pa-1 eAl•t.dwhne 7 Y.nlcw.r O..r....�1n Ir.w..•Ivm poel movnl.d rIU U.OOnvn w.l 1.. U.n 7 if soar•tlt•ed"of U. wvA hay.,•ROAD CONS TAUCTfON AW AD r ROAD WORK AHf AC. I rose,•, •Ipu~.N In•1•Il.d 700 n N.d r.nce w1 he Ware p.•.r.a In•wis, p 01Kl.d wltn con••p o.rrleed.•. I /.,,lessa b rum.rint liesel,1r/NRi NMh4.hell M mod M Ilea 0 nr•N 1a Mehl.ar.00nt i.F,.Mrhp lights It be mod a each..r«d In Adv.•Ke of tM whr. KI w dhilnp wwYr.o/WAM«rd In.I.IIW eoevo U.Ihr.t trre.•i,h•M 1 Th.neeer• .h.11 M In.Ipnl.1.ean enrer r M di,act commYwc.tlen .sch.r.« a1 NI 1...... Wren na rrr.•h•o..N—f--f ,M Ilepps,.w.11—1 be r.w.=It 1he ftwe".r,r.-1 p..enl.in.Fl.Odr..prw,N11 M i C—l. 11en oPS,r1.n• ..0 M c.ntlr.W le eM H.M,I—, 1«rne .—od r—.d. Oe oppo•.h•I.ns aDM to R.nic. 10.1ry14µhel elm.n.len.m.v be *-led to ft,nw c—Aliao. TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES FOR 11.1—on721h..eldrM. HIGHWAY CONSTRUCTION OR CONTRACT MAINTENANCE TWO LANE TWO WAY TRAFFIC.UNDIVIDED URBAN, 1 - DAY DR NIGHT OPERATION f^1•..•.o.e.�.•.7.�w�. Where,of MY lltwe,MY vohlefe,equip—al,wrYr.r 1MI1 ac• 1l vllf..MO•MCh M Me P.vom.nt h.eulrhni Me elmure of M.tral .,�,,,�. 7 arse., tee• Oe lens In.n ree whavo the ponod{Peed 01111 1640101,11'W r less, ' CASE U-1 ARROW BOARDS TYPICAL APPLICATIONS OF TYPE 0 BARRICADES CLOSING A ROAD �• -� )--n pOOF MOV«T T SrOf\\2 . 1-- —tr• MAS T"TAY / -1 T'a'..AX. TYPE A TYPE• TYPE C ROAD ItOOE MODNTEO HOOF OR TRA411ft MOUNTED T"LER MOUNTED CLOSED i Avow beard• shell conform to ArIw- 719.22 of IM Stendwd 1 ii t i.o\t N SvacAicetM.M.On road{ with somewfe of t6 mile•per hoot awed above,TrPe C"two we to be used fur sR opw.1—2e I.grs oe Pawrwt nhM.w dh.•uon ad TV"p I.rnis mey M used far o0•/.Iwn{loss then 24 h—.In it_.l—Type w.0w C wits mar M"{.d for NI ROAD CLOSED TO ALL TRAFFIC .p•.'__,_d.wl lh spesds Ms.tlwl lS Toile{past hwe.Arrow tweed••#.t rwt M u"d to dvect pewlne rove.-to I—."sad by Mllec lOeM.d sOprp..hey W—tied oR'Ow.Nq OaHic. on the baob swf.of Ihe be twool.s.The bwe Kad..atoll M to IM wife.of the sheelOer. .,c.pt when othathNi.e TYPICAL SIGN INSTALLATIONS d=1.a by the 1p.1a-a.e or shown M the",.,led cM.IIYCIgrI pWU. ... /Sf[NOIf 11 f w • WORK LIMIT SIGNING +MAw IIIt Illl IIIh,,��� 1 R0A0 L---- �— PAVlr1NI -4 L-- w« Cp61NUCI0N CND • ••• Nor- a I.ct wp(q M>l> u rw t7EEY CONSTRUCTION toct W 1stl NO\es �- w cow. Ipp M , � P..trf«[ 7...ANOn Ic,w w•rf jL_. C_.•J I; Will lift"Is w..i wly.l01 _ lit n +oif n _ �s.u.sm wlh• --L_—" The NEXT X MILES sepplewlenlal plat• - awn CLoslo SOsO QoRO mall e.I,wl•Md o.qw In.Ist war..wp 0 INRV fau(IC INRU IRL(flE r spn M IM{Mies o1 aN P,.l.cts weer S Yl« ala.."OI Of(OVA OF IAVI rlNI _ __ two nil••w b"m The ENO CONSTRUC- EMUEOMENT T40H SW shM Nso be—1611 Mw IM and OI these prol.cl•,ehle{s..Other of l•ct 1•wlihle 3 wh.e•Oeyo.d the•.d P .1 IM lee. AvIMNr 1. S N.iMwnun\o lace of ter►. i. Two pmts.h.N M V,N la«RM Re.a1w Man 16.4.N. w—.M.h.�yn\Ml—II.M.uRw«w.IM Rp1hp CLOSED f0 All TMU TMfE1C 2 Nt«rot•d.••o•.•eN r r..•I•n.I.n..I M p«...•IIN ..ec..d• 7 11 ..steep ro M..•w In.n 7-,•' veh.n wNee.IN bI 1M fwR..•w.N/w•Iw•.IS shell W srpOd^MI M—ee I«WON.epp«l.M y W.c•NKN «eb,bnl.sl—erNNs. p«NM to M• eoN.hNl be sloped down 1-4 N, M/lectorllW a V.pwhe f1.•N app.w M 1 Ada 2 N.N pw.ry.rib.weh.w 200 It w.e..wc.b pepsin'°{"It"w both files of tar ICadeL The tae Ma wen Iswel—w ll psd..Inan..er«nsnl u hYNr la 7. 11.pwrw•d by the fnR•n•«.eke —,M e..d to eup be h,wades 1h.11 DR 10 LM c T OE the seer•t a.Y tiro Olwup the WWKt. pore s•pIS whw.pw 1.«.wwpr,c NCN.11 u.N.tMY ps—shl. .Icept when Otherwise 4. Siawe ea t•e^awwr se.p•rt.slh.11 M wNhw 20-OI. .IhNI rot•.c..e M•sleet lurN d•+.yn of TYp.111 s«el. d..tl•d by the Eng—os shw ft M eMKal ppellNln. cad.e•NsheN►.w.P.sl«MM.ft-'"'k the detailed COn I—IWn plan., a. YVw—W c«.c•.'.,•1•M.w b...ca well ro\be--d end..w•y.b rN to tIM.e1...I•s oNw d.«..•nA ©.•...o...-r... ..ee. "" .cee-t shespe�IPetacece. «.n•epp«l.e TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES --- HIGHWAY CONSTRUCTION AND CONTRACT MAINTENANCE w..r___3e•na____- SHEET t OF 2 'n ___ STANDARD 2298-9 0 i FLEXIBLE DELINEATORS WINGBARRICADES 1 1VIICAI N'faR Iq. fT•,ia• uP• N:n.loshall a twwr r Th.(Irip. M•D a q•« wi".titt-1 Ma w c.alR. to- tihp w d•.rPr•0 Is hw rsrd«r.p•I.d q. ..n«t«ued wMts.Nopnq devmwrd at tf•low«d the.iN er1 rrrrral - Vn•act.w r«w•1.M yprrglrl Iro{rlrow � I ffi.Vnll y...The r.n«Y,•M.,hnq Mao m..t 1k•r.er«I.nMY of -loop.,Ornap t•'ho irrrpocl+•q.=.r - Ai-cfp 711.17 w 715.15 N.M Stwrd Sip oih lf•M. th.Irrs,•. Th.y MW e•,11.cA.d 10 N. p,r.m.n1 w:1n.p,Y m«Irwq lM r« L Sw Mp m.y a w«W en tn.I.p Ir t.W,.L No oll+«11pM sl 1_ i 7 m.nd,uon.w U•d.hw.Nr u rw.nul«Iw«, r_ w«glrU w.11a NbwW. _ Th.V,.N.lads.nll riot O.p 41"VAth wl N.,pwovN of eN fnPn.«. + 71' q �u h.11 ...it dWnq vW 4rMw tOOf O/IAV(MtRI _tI-u1R 1•"t w•MII M rnprntM i t I .kpv ere lop r W M ere.rd.n.rNl hank. Th.I.".MNI O.wMp w ctlr w MV. Sarnc.d.rW..h.11 a wood Yre thrckr er•n 1'I..h.•t.Illnwwn,q...k I«O r.n•c10-i,N o-anp w Iwo r.11K1P I o-1+0rg1Y.. ,RAVE(fRAll of 111,).1-1.1RA.t. ritW wort•swf m..lrp IM r.o-ir.m«rl. •.," $poclll(•Irerr.. _ u,•d o pYerrN Ih. Y•Y w/OO'M el I « fOf R Ir M715.17 W M. Th. bek 1« 2 Nwn •od r n.t.l h.rrkW.m.Y M r.1 LfIqS3l110 AMi, •Ipe it. K to M pn pt Il. 1 i a hr. aa) c nH Th.luk.."IN b* r.mer.hl.Irorw i.{•YAi lh,hottem ww W,r "it, fweedr.V.W.w k• gi&to Nn.h-. /\\ tM .,1•permit I+wd r•pbc«n•M.An +«In.n=inarw by(roar..M Na•. I 11; 1 t• 1: k «Ny d-19.d%.bwa+Mll h. OAK Olt yrp.n.EC!{Aqq 011rw Iignt wwpnl d••i P.,m•v 1h wW••ie.lM--M w tM Enq.r•« r,Vl,<•d wra to,u.p,n,.on of w«h.Klr !! I• r} mq a+v •rrd on• .cn non «hmq AYh«gnu MOwn.IrNl s•m..wW,so•.N•p.r•m«rt,W«.. � fl •I IF t" , a.♦on•.cn.ew.•Igre•W.1 e.•EnPn..r. ....m.of M,• _ {•^c r.conlr.ct«.«..rpplr«MNI net a Mo.•rr on.n. - I --- -- - 1•c,p,rl, 1 y 5«nc ,..h pert•r•,IrrpW w rwl.1d.n � �I .( YIrcllron m.A mp m.y D•wKW oM.en o.►•ch M6.of ltr•h.nk.d. 11r .w1., tl .L'_.-' .000 OR.1 TAL SUPPORTS IVC I1IL sore IS TYPICALOESIGRS TEMPORARY RUMBLE STRIPS, CONSTRUCTION SPEED LIMIT SIGN - - - - - - - - - - - - - - - -- —-------- ,q. . L- _d•.tr wn norh3 Ssu f• 1 O a•Ton. ^ OLAC.oR OAA [(ERS 1 10'.1(. IM lrgn 11141 re+y Ift-O.1-11.—d d IM ll, l WOR .n.• 4 •• cplwm to AIW.I1{7]of IM Slr .Sp«1I 1- - .+ 1.7.:-__ _ ___ ________.. .___- • r • AHEAD A..rgn,,n,Y D•• m nq 1M r,rµ,m,nl•of • � A11Kb!I{ / o•1MC151r+nd«d Sp.cdre,lron.. tM.rPr. Z nrr� .n.. rr., Lq'` • �__.cOR.I•yflaM ADVAMC[ frROOt L10RT wf fllwlu f{ »-- 1. 7r > SPEED m.r h.lerno,»a en.,wqb pan.l w.w.r...D sa.x \no! ?w= �. 700 IM..... r•1m1 ro.rn.cw..r...a loo.p•,d r.rrrq.yn.w,. — — — — — — — — — — — — — — — — — LIMIT nn O O �� >_i. - _{ I a r...tw Inrwgn,r«.q.w rlP.n•rr•..,..e I,c.ry rn.,yn. _T F__T_ 7 'r__t rlr Irgnl..«rn«.Imp..n.roy.n w rrK,no..c.m r.rnp,..nw 1 1 1 1 1 a rl,.sr 1r. TYPICAL INSTALLATION +M r«.of 111 .1':- • .rdK+la hgnt.n,.a A r.AFFIt 1 1 1 1 1 1 swee�ir�•••maln.nl o.r.,..�.ln.'.gn.�,.lw Ir Soo'«I le we 1 1 1 1 1 1 WHEN .r .e1.rN q •a 1 1 1_L_L L_ Iv l.w 3s1{ p.ei,w«m«nr,n.a n«yro h n.r—.D«e tls•n o.17 FLASHING n ee.p r.Y,V'n«rveyl.l o-.p.a.na w awal po.n.••d pen T +o .n1n•marmn.n ruM Gp,cny 1 M 3u00fN I I •,Ir 1 1 ln.M.•mq/MNI pMy M u.Id•,W.pcdrW«.n.n p ��TYF/IC I wowd k1111.frgrrwr iM R.Mmq l.gnl„nNI M,CV•M•d P{'t Th,—Alit•trlp.h•R M Mock M ct0w W loon”N Nuh.t—gM form"pwyc.rOon.1.. 7q•u1N. R _ p ONIr.r1yn•rer.«s.,.w.>«y rn a W,.d 1.,r•blKwrt 1e orr M MW M d owyl.c.er1•trucllow We Iwo Mrw.l.an tl.wd«.iM la M,bOtr w ll I op.n b uaMC. tM.MN 1nu1,no-.,.nNr 13 YPII a 1 p rep«.p..Yk.nd•q•. iM dr•nnN,.h..M.nt«eerVr.etW.t low«rn«.1.e...en.t. I ( 1; YPH p.b.V lM.wmN pe.re].tre.d ml wlrrcMwr nloV+r.AI {.OY.C.IARMt(i p«mlt.p.AY b IIOw hom w M,rrrrN 10 er oth«.Th«•MNI M.11••.t w....y 1re1N )--- I - J -(_ N orlw 1 Vnrf.IM wynra in,.o•tw r.W __^� tlrerrrl en.r Oe1Ir M.«rw.Ia 1M p»«,wf«. Mo"anM 1M w.I M.Ir:p w•t I.1 w tMSV/r 6-d{nq.dip.1 I'm.tllp N wit—t Nr VrY Mtwpn er,.Y1p w Dr•pe,r. _ p,II'7 _ L�'i b Ilv rormN p,l.d+D«d iwr.l a Mro�,3 rM..pr roVr 17..rrrr.rao•trip.Mn•rropert•/•W d S.r70o pennd+-71K,MW M M r!rmin•6 sy p«hp A-A ..Yip s...e..sp,n w N.on.r..c1r 1Vgn.«tic.uy eurYerrW nwlow m.w sy1nWN k.ri.-mt. Oi.rrr«r.0 rrrGr w.wNl errcWr,,,w(1 25— fh,load.l.•Y DETAIL OF nUMSIE ST-3 Nr Ph ,O..0. W Ott .p 11.-0 N A. Ywhw MNI W m e..comp..a,ron Ire.t h.•h,p,« -w i—ap.r.rr•n.,.Mlarm.Y«r of ey•Yrp,w.e ce.r.liW I,1«lw.. _ ®�w.•......n,.,-w... Il.o.tr+p.•I,.IIh•p1•e,dwl.ww.nw e«wy.twr«.w,tn.Y•mslan.. D.y TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES .n.11 N.a.a.W a tn.pyrn,nl w.u.n•.nor•.m..1:nq M•r•Wrrrrnwrd•YW W HIGHWAY CONS TRUCT ION AND CONTRACT MAINTENANCE fM rVmao.trlp sr.rrlrlMrrw. T ------ f — g�j� Olhr.irlrRr d..rgn•.1.1 W-:it •pprpvN e1.wN Yr. tn.Erroirrrr«. SHE i 2 Of 2 � } -- STANDARD 2298-9 TYPE 1 sARNICADEf TYPE If BARRICADES OENERAkL NOTES • yrl\ aY•wr rr r M..wa IM.�«•w.r.w �N..Y� J 1\.'.r r..ln•R MNr.•r.r.w....M.r W r.�r w-"- '.l..y r'• - \_•`�L 1i T_I 77T I a.4ai\-Y.•.v FO riT 1I- 71-TM---.. —X I)11" -a r.Y.`W«w Y r..,..Sn.00r..c.u.r.«..r•... «.r..+.S..»..r...<.w..N...cY..wrw.»r...r r•......M.«N»<.A•+.««Y....w...w«m..r..i»..x..».q.1.•.C.r n.w....««w.1K«.1.•lxr w.r w<I.. .«.......aI..Y...w t..• &OT TO. AAA t M Y.n.<rt..r..«..rl r✓+..J M•r...«.r..r.«.r..N..wn.«.. .•A...«vr ter.......rr r.rl•.....�ti r..'. r..wN rrwa.n....• h..a.......r..r.«.N f..e.r�.�r.w r .K 1...a Yrxr�•...w.•.........wM.a w..x..�.•..«w-wra...I.w •..wr...a+r N«�r r�✓r I..w«�.wW.r s.w rw w...r«1 r•..nr/•A�.�V O..r...rw Yr.t.O•<«wpa.r•.Nr/ s.rr�.w•r...r. «<.a w ..ur..aw.^ru«vN.0 a rw.w .a.v..r.+.w...w.r•s TY►E 111 6ARAKADES ..w. ­­614 � «»r.w...r.«)«................... �^��x�w•'...w w�....w... 3114--l-04-1 IT 1. ,., T ......•.w.o« w .w« ' 1Ar•.may,. «i.......... r F 7'•F to-'II/i+q <.�.. r y.�w.� w Mr .. _l •'YIII. Y.rN TO wlwuoeo 3"4 ...<..«'«y„ 'x.. l�l....;••�•..e..� .�)�<.x..w)..< r ClM1lMtNl p SN/'OPT f u ww...r... -.. x ..T..x.......,..a . .r« 1 1 SAM 1/i d •1/S°sneL PaATEi ' • »ar.w««. l/NGT N r_ \/w.N � � ...a....w..... r.........r.w..•a»....ww�««............. TYFKAL WOOD SUPPORT TYPICAL STEEL SUPPORT «M.M M•x........ x w..N.< M. M. 17.W..Fw...l<«<»».. r Y.<.r •w•w r.y... ....• ..p..w..sN....... HIGH LEVEL WARNING DEVICE «..w.s.«.n... .....•.. w M 4 Y.N.Sw..p. ••MpN r sM1.... DRUMS r.....w.... r.~..+rrr.<«•y»....<...v.,..e,.1.e�•i..•.r..mw+.«.... .r lr'.lr DRAM"NAGS VERTICAL PANELS I,..1 �.. ,.. CONES •- a."IF e..rw w••.x raw....r.r.rnw..�...,.«nr r«.«w«..m..«r T .w M1r.r.n...•..n.r.n..N.wr.. .xw.. wr m.�rw..r+�wrr Y I _ ..r�..wr.- .x�«o.w....n.,aw c«....�.......,ew.i..... IS SIFE NOTE/.FOR SUPPORT OR �+«.•••••^••«......r xr..+r«....o.«r w...rw r.x.m..r MOUI/TING REGIAREMENTf �+•r"^'^+.rr m a..aw..,..,.....v..x.x�..,.r.� DESIGN Of TRAFFJC LONTROI DEVICES FOR T HIGHWAY CONSTRUCTION AND C_ -RACY MAIN]ENANCE Q, STANDARD _99-13 �1 i — t nosAA,t,.Ha c h .lo....sorts. (I otn..olA 7ha„t I A D STAFF FRONT SIDE REVERSE SIDE GENERAL NOTES , TM-{TOP"IK..hell cole..l of who 1•Ilw..nd 7. TM.l.H.1..11 conY.l.I h••N[len.I —1 by.cwp bold.•n.Id I•IMCIwu.d b ro—d bnf lD[.I.d 40 n.ft—1.Dol—.1 p•.—If All.. 7 TD.'•f LOW"IK•oleo cabal 01 be<. I.,—•Id Ne •..ro^• m.. W .d W..en wv w.d Dr l. bwdw M M wont.I•IIK Iw u.O boc.vwrd 1,9— All Ilelw W..lu.ell ]. AI•...al..b..fn bo—..bll b.11.1 aa.ol bl•c. f Th..gn.I..II W lun..led Dv lb conb.clw.4.w II W wd Dr Iti 14yyw in I..••of Il.a,w o .yvi••y d Tlr.qn blo[lb o1.T be Klodolel N Yep.rl lea of br.[.. lIV[o.l of lu.u.lrny.rd neinl.,,.�ry Ile. c.cW.. .loll W cun.dw.o✓•[• I l0 11..[ oKl•nd•o • f Tle pwlwn bl fM.YH.n 111.11 tlr.qn I.n.Iell.blcD odOi11a1W collpon..lwn wdl D..Ilow••d. Ire.pn caw,. f. All ca.. wd NHw. well—1 •pplK.bN l.dll•1 .1.Idwdc V~o.....r r,ww�• V% u .•.,t,• FLAOOER TRAFFIC CONTROL SIGN T rn it STANDARD 2300-3