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16th Street Resurfacing Project
GENERAL NOTES AT NO ADDITIONAL COST INTO RESIDENTIAL AND COMMERCIAL DRIVEWAYS. THE CONTRACTOR SHALL CLEAN ANY AFFECTED DRIVEWAYS 28. DURING PRIMING OPERATIONS, THE CONTRACTOR SHALL PROTECT VEHICLES FROM TRACKING PRIME STORM SEWERS. 27. CONTRACTORS TO VERIFY MINIMUM PIPE SLOPE OF POSITIVE DRAINAGE IS ACHIEVED ON ALL PROPOSED 9:00 AM AND 3:00 PM. ONE LANE IN EACH DIRECTION SHALL BE OPEN TO TRAFFIC AT ALL TIMES. 26. LANE RESTRICTIONS ON 16TH STREET WILL ONLY BE PERMITTED BETWEEN THE HOURS OF BE PAID FOR AS HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT. 25. ALL AGGREGATE DRIVEWAY APRONS SHALL BE REPLACED WITH HOT-MIX ASPHALT. THIS WORK WILL LOCATIONS UNLESS OTHERWISE NOTED IN THE PLANS OR DIRECTED BY THE ENGINEER. 24. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL PAVEMENT MARKINGS IN THEIR EXISTING THREE (3) DAY CURING PERIOD FOR CURB AND GUTTER AND PCC DRIVEWAYS. REPLACED FOR RESIDENTS / BUSINESSES THAT HAVE TWO DRIVEWAYS. THE CONTRACTOR MUST ALLOW A CURB AND GUTTER IS GREATER THAN TWO (2) INCHES. ONLY ONE DRIVEWAY AT A TIME MAY BE TEMPORARY ACCESS IS REQUIRED WHENEVER THE DIFFERENCE BETWEEN THE MILLED SURFACE AND THE INSTALLED THE SAME DAY EXCAVATION AND / OR HMA SURFACE / PAVEMENT REMOVAL OCCURS. PROVIDE SUCH ACCESS, UTILIZING CRUSHED STONE, OR CRUSHED GRAVEL. TEMPORARY RAMPS SHALL BE ACTUAL CONSTRUCTION ADJACENT THERETO. TEMPORARY RAMPS SHALL BE CONSTRUCTED AS NEEDED TO 8. ACCESS TO PRIVATE DRIVEWAYS AND ROADWAYS SHALL BE PROVIDED AT ALL TIMES EXCEPT DURING INDEX 9-11DETECTOR LOOP PLAN 8STRIPING PLAN 7ROADWAY PLANS 6REMOVAL PLANS 5CONSTRUCTION DETAILS 4TYPICAL SECTIONS 3SUMMARY OF QUANTITIES 2GENERAL NOTES 1TITLE SHEET SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\Detector Loop Replacement Plans\NOTES_010150(LOOPS).SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =9/17/2020 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 12500' 2COOK F.A.U. XXXX WBL WBL 1119-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG SUMMARY OF QUANTITIES SUMMARY OF QUANTITIES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\Detector Loop Replacement Plans\SOQ(LOOPS)_010150.SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =9/17/2020 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 3COOK F.A.U. XXXX WBL WBL 1119-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG 5' TO 13' MEDIAN22' TO 48'24' TO 30' 5' TO 13' MEDIAN22' TO 48'24' TO 30' ~ ~ 16TH ST STA 10+00 TO 13+25 EXISTING TYPICAL SECTION 16TH ST STA 10+00 TO 13+25 PROPOSED TYPICAL SECTION 12.5' TO 18'12.5' TO 18' ~ 16TH ST STA 6+16.73 TO 8+13.40 EXISTING TYPICAL SECTION 12.5' TO 18'12.5' TO 18' ~ 16TH ST STA 6+16.73 TO 8+13.40 PROPOSED TYPICAL SECTION TYPICAL SECTIONS 8 8 8 8 8 8 8 8 8 88 8 13 13 13 2 4A 2 4A 2 2 6 6 LEGEND 1 3 5 6 7 8 9 10 2 4 12 13 14 11 4A 6A 4A 4A 4A 4A 6A 6A 111 1411 7 7 7 7 7 7 7 7 7 7 7 7 AGGREGATE SUBGRADE IMPROVEMENT, 12" HMA SURFACE COURSE "D" N70 SPECIAL 2" HMA LEVELING BINDER, 1" CLASS D PATCH 8", IV PCC SIDEWALK, 5" ROADWAY ITEM AC-TYPE VOIDS HOT-MIX ASPHALT SURFACE COURSE, HOT-MIX ASPHALT BINDER COURSE, HOT-MIX ASPHALT MIXTURE REQUIREMENTS PG58-28* PG58-22/ PG58-28* PG58-22/ IL-19.0 N70 4% @ 70 GYR 4% @ 70 GYR MIX "D", (IL-9.5mm) N70 PG58-28* PG58-22/ 4% @ 70 GYRCLASS D PATCH, 8" N70 INDICATES ITEM TO BE DETERMINED IN FIELD BY ENGINEER AGGREGATE BASE 2" ALL COMMERICIAL DRIVEWAY ENTRANCES) - (ADDITIONAL 3" THICKNESS INCIDENTAL) COMB CURB AND GUTTER REM & REPL 12", TYPE B6.12 (AT COMB CURB AND GUTTER REM & REPL 9", TYPE B6.24 SOLID MEDIAN SB 6.12 REM & REPL, (16" PCC) MEDIAN REM AND REPL 4" EXISTING AGGREGATE SHOULDER EXISTING PCC PAVEMENT EXISTING HMA BINDER COURSE HMA SURFACE REMOVAL 3" PCC SURFACE REMOVAL 2" AND VAR. REMOVAL AND DISPOSAL OF UNSUITABLE MATERIALS MIN. 2% SLOPE MIN. 2% SLOPE MIN. 2% SLOPEMIN. 2% SLOPEEXISTING ROWEXISTING ROWEXISTING ROWEXISTING ROWEXISTING ROWEXISTING ROWEXISTING ROWEXISTING ROW2% MIN. MATCH EX. SLOPE, 2% MIN. MATCH EX. SLOPE, SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\Detector Loop Replacement Plans\TYP(LOOPS)_010150.SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =9/17/2020 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 25' 4COOK F.A.U. XXXX WBL WBL 1119-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG 4"(SEE NOTE 3) OR APRON TO BE REMOVED EXISTING DRIVEWAY (P.C.C. DRIVEWAYS ONLY) EXPANSION JOINT FILLER ƒ" PREFORMED PAVEMENT (SEE NOTE 1) PROPOSED DRIVEWAY (SEE NOTE 4) PROPOSED SIDEWALK (P.C.C. DRIVEWAYS ONLY) EXPANSION JOINT FILLER ƒ" PREFORMED SAW CUT FULL DEPTH PAVEMENT EXIST. DRIVEWAY A A PLAN 5', TYP.VARIESAND GUTTER EXISTING CURB PARKWAY SIDEWALK PROPOSED (SEE NOTE 1) PAVEMENT PROPOSED DRIVEWAY PAVEMENT EXISTING DRIVEWAY 1' MIN VARIES TYP. 3'& VARIES18', TYP.1' MIN.VARIES 5'CONCRETE CURB AND GUTTER EXISTING COMBINATION 8.0% MAX.2.0% MAX. CONSTRUCTION DETAILS 1. 2. 12" 6" * SAWCUT * SAWCUT WITH SUBBASE GRANULAR MATERIAL, TYPE B 4" * 4" EARTH EXCAVATION AND REPLACEMENT NEW CURB MEETS EXISTING DOWEL BARS (18" LONG) - WHERE * 2 - #6 EPOXY COATED SMOOTH NOT TO SCALEVARIES6" MIN REMOVAL AND REPLACEMENT-(SPECIAL) COMBINATION CONCRETE CURB & GUTTER, (TO BE POURED SEPARATELY) * PROPOSED P.C.C. BASE COURSE, 8" * PROPOSED PAVEMENT REMOVAL BIT. SURFACE VARIESBASE COURSE EXISTING P.C.C./HMA REMOVAL AND REPLACEMENT - (SPECIAL) * INCLUDED IN COST OF: COMBINATION CONCRETE CURB & GUTTER TYPICAL DRIVEWAY DETAIL DEPTH SHALL BE INCREASED TO 12". AT ALL COMMERCIAL/INDUSTRIAL DEPRESSED CURB LOCATIONS, GUTTER BE PAID FOR THIS WORK. MUST BE RUBBED FINISH. NO ADDITIONAL COMPENSATION WILL OF THE CURB. WITH PROPER MORTAR CEMENT, THE TOP 4" CONTRACTOR SHALL ENSURE NO HONEY COMBING THE BACK NOTES: 6' 6' 6' 3' 3' 1' 6'6'9'10' DUAL LEFT TURN BAYS 6' 3' 1' 6' "FAR OUT" DETECTION 10'-CT 1" UD (2) 8'-CT 1" UD (2) 6' 4'-CT 1" UD (2) 9' DETECTOR LOOP LAYOUT DETAIL DETECTOR LOOP LAYOUT DETAIL2"MIN. AGGREGATE BASE COURSE, TYPE B (INCIDENTAL TO P.C.C. SIDEWALK) P.C.C. SIDEWALK 5 INCH, SPECIAL DETAIL 5'-0" 2.0% MAX.5" SHALL BE 2% OR AS OTHERWISE SHOWN. 6. FOR EXISTING SIDEWALK REMOVAL AND REPLACEMENT, CROSS SLOPE OAK BROOK STANDARDS. 5. SIDEWALK CONSTRUCTION SHALL CONFORM WITH VILLAGE OF SHALL BE BARRICADED OR BACKFILLED WITHIN 24 HOURS. 4. WHEN FORMS ARE REMOVED FROM THE SIDEWALK EITHER THE SIDEWALK PROPOSED SIDEWALK DRIVEWAYS. DRIVEWAYS SHALL BE SAWCUT AT THE LIMITS OF THE 3. IN LOCATIONS WHERE SIDEWALK IS REMOVED AND REPLACED THROUGH SIDEWALK, 5 INCH, SPECIAL) TO A CONCRETE DRIVEWAY. (PAID FOR AS PORTLAND CEMEMNT CONCRETE 2. THICKNESS SHALL BE INCREASED TO 7" WHERE SIDEWALK IS ADJACENT SHALL BE INCIDENTAL TO THE P.C.C. SIDEWALK 5 INCH, SPECIAL. 1. ALL REQUIRED EARTH EXCAVATION TO CONSTRUCT P.C.C. SIDEWALK NOTES: 6"1"6"SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\Detector Loop Replacement Plans\DET_010150(LOOPS)_1.dgn wbloftusUSER NAME = PLOT SCALE = PLOT DATE =9/17/2020 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 272' 5COOK F.A.U. XXXX WBL WBL 1119-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG 0 40 80 120 SCALE IN FEET MATCH LINE 11+80548 SY PCC SURFACE MILLING 777 SY PCC SURFACE MILLING, 2" AND VAR. 2" AND VAR. 1353 SY PCC SURFACE MILLING STA 6+16.73 PROJECT LIMIT: - CLASS D PATCHES TO BE DETERMINED BY ENGINEER IN FIELD DETERMINED BY THE ENGINEER IN FIELD 9" DEPTH RESIDENTIAL, 12" DEPTH COMMERCIAL LOCATION TO BE - VARIOUS COMB. CONC. CURB AND GUTTER REMOVAL AND REPLACEMENT PCC MILLING PAVEMENT PATCHING REMOVAL HMA SURFACE DRIVEWAY REMOVAL MEDIAN REMOVAL LEGEND 60 SF MEDIAN REMOVAL 115 SF MEDIAN REMOVAL REMOVAL PLAN 16TH ST STA. 13+25 PROJECT END STA 8+13.4 TO STA 10+00 OMISSION LIMIT:WAS RESURFACED IN MAY 2020PAVEMENT BEYOND STA 13+25 11+00 10+00 9+00 8+00 7+00 6+00 16TH ST KINGERY HWYHMA PCC SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\Detector Loop Replacement Plans\REM_010150_16TH A.dgn wbloftusUSER NAME = PLOT SCALE = PLOT DATE =9/17/2020 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 20' 6COOK F.A.U. XXXX WBL WBL 1119-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG 13+0012+00 16TH ST HMA 11+00 10+00 9+00 8+00 7+00 6+00 16TH ST KINGERY HWYHMA PCC SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\Detector Loop Replacement Plans\PLN_010150_16TH A.dgn wbloftusUSER NAME = PLOT SCALE = PLOT DATE =9/17/2020 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 20' 7COOK F.A.U. XXXX WBL WBL 1119-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG 13+0012+00 16TH ST HMA MATCH LINE 11+80115 SF MEDIAN REPLACEMENT 2" SURFACE 777 SY HMA SURFACE PAVING 2" SURFACE 1353 SY HMA SURFACE PAVING ADJ ADJ, SP ADJ ADJ, SP ADJ DETECTOR LOOPS DETECTOR LOOPS RAMP NOSE (TYP) 60 SF MEDIAN REPLACEMENT 2" SURFACE 548 SY HMA SURFACE PAVING STA 13+25.23 PROJECT LIMIT: LEGEND 2430 R4-7 PAVEMENT PATCHING RESURFACING HOT-MIX ASPHALT PROPOSED DRIVEWAY PROPOSED PCC SW MEDIAN REPLACEMENTMATCH LINE STA. 11+806'6'10' 9' (typ.) 9' (typ.)6'10'6'ROADWAY PLAN & DETECTOR LOOPS 16TH ST2' (typ.)2' (typ.)10' LOCATION LOOPS PLAN SHOWING EXACT SIZE AND SEE SHEET 9 FOR ORIGINAL DETECTOR NOTE: 6' TYP. TYP. 6' TYP. 6' 0 40 80 120 SCALE IN FEET MATCH LINE 11+801 6 12 12 4 4 5 6 2 13 13 13 13 9 8 STRIPING PLAN 16TH ST 6 MATCH LINE 11+80ONLYONLYONLYONLYONLYONLYONLY11+00 10+00 9+00 8+00 7+00 6+00 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\Detector Loop Replacement Plans\PMK_010150_16TH A.dgn wbloftusUSER NAME = PLOT SCALE = PLOT DATE =9/17/2020 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 20' 8COOK F.A.U. XXXX WBL WBL 1119-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCGONLY13+0012+00 LEGEND 1 2 3 4 5 6 7 11 12 13 9 10 4" SKIP-DASH WHITE LINE (10' LINE, 30' SPACE) 4" SKIP-DASH YELLOW LINE (10' LINE, 30' SPACE) 4" WHITE EDGE LINE 4" YELLOW LANE LINE 4" DOUBLE YELLOW LINE 6" SKIP-DASH WHITE LINE (2' SKIP, 6' SPACE) 12" WHITE SOLID CHEVRON (<10' SPACING) 12" YELLOW SOLID DIAGONAL (20' SPACING) LETTERS AND SYMBOLS 24" SOLID WHITE STOP BAR LINE 12" SOLID LINES @ 3' C-C 6" WHITE LANE LINE 1 DETECTOR LOOP PLANS SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\Detector Loop Replacement Plans\LOOP_010150(LOOPS) - (2).SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =9/17/2020 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 9COOK F.A.U. XXXX WBL WBL 1119-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG DETECTOR LOOP PLANS SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\Detector Loop Replacement Plans\LOOP_010150(LOOPS) - (3).SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =9/17/2020 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 10COOK F.A.U. XXXX WBL WBL 1119-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG DETECTOR LOOP PLANS SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\Detector Loop Replacement Plans\LOOP_010150(LOOPS) - (4).SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =9/17/2020 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 11COOK F.A.U. XXXX WBL WBL 1119-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG IDOT STANDARDS SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\STDS_010150.SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =10/15/2019 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 16COOK F.A.U. XXXX WBL WBL 2519-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG IDOT STANDARDS SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\STDS_010150 - 2.SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =10/15/2019 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 17COOK F.A.U. XXXX WBL WBL 2519-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG IDOT STANDARDS SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\STDS_010150 - (3).SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =10/15/2019 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 18COOK F.A.U. XXXX WBL WBL 2519-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG IDOT STANDARDS SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\STDS_010150 - (4).SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =10/15/2019 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 19COOK F.A.U. XXXX WBL WBL 2519-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG IDOT STANDARDS SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\STDS_010150 - (5).SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =10/15/2019 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 20COOK F.A.U. XXXX WBL WBL 2519-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG IDOT STANDARDS SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\STDS_010150 -(8).SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =10/15/2019 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 23COOK F.A.U. XXXX WBL WBL 2519-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG IDOT STANDARDS SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\STDS_010150 -(9).SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =10/15/2019 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 24COOK F.A.U. XXXX WBL WBL 2519-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG IDOT STANDARDS SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. SHEET NO. OF SHEETS STA. TO STA. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FILE NAME N:\OAKBROOK\010150.00131\Civil\16TH STREET\STDS_010150 -(10).SHT wbloftusUSER NAME = PLOT SCALE = PLOT DATE =10/15/2019 = DATE DESIGNED CHECKED DRAWN - - - - REVISED - - - - REVISED REVISED REVISED 1' 25COOK F.A.U. XXXX WBL WBL 2519-00051-00-RS 9/18/19 CONTRACT NO. XXXXXOCG VILLAGE OF OAK BROOK 2020 STREET IMPROVEMENT PROJECT – 16TH STREET TABLE OF CONTENTS Title Notice to Bidders Bid Proposal Schedule of Prices Contractor Certifications Signatures Bid Bond Affidavit of Illinois Business Office Apprenticeship or Training Program Certification Affidavit of Availability Tab 1 Specifications Special Provisions Tab 2 Index for Supplemental Specifications and Recurring Special Provisions Check Sheet for Recurring Special Provisions District 1 Special Provisions Aggregate Subgrade Improvement (D-1) Traffic Control Plan (D-1) Maintenance of Roadways (D-1) Public Convenience and Safety (D-1) Status of Utilities (D-1) Completion Date Plus Working Days Friction Aggregate (D-1) Ground Tire Rubber (GTR) Modified Asphalt Binder (D-1) Reclaimed Asphalt Pavement and Reclaimed Asphalt Shingles (D-1) BDE Special Provisions IDOT Highway Standards Prevailing Wages Tab 3 Potentially Impacted Property (PIP) Evaluation – LPC 662/663 Forms Printed 9/16/2020 BLR 12200 (Rev. 01/08/14) NOTICE TO BIDDERS County DuPage Local Public Agency Oak Brook Section Number 20-00052-00-RS Route 16th Street (FAU 1448) Sealed proposals for the improvement described below will be received at the office of Village of Oak Brook, Office of Purchasing, 1200 Oak Brook Rd, Oak Brook, IL 60523 until 10:00 a.m. on October 5, 2020 Address Time Date Sealed proposals will be opened and read publicly at the office of Village of Oak Brook, Office of Purchasing, 1200 Oak Brook Rd, Oak Brook, IL 60523 at 10:00 a.m. on Address Time Date DESCRIPTION OF WORK Name 16th Street at IL-83 Resurfacing Project Length: 522 feet ( 0.10 miles) Location 16th Street at IL-83 Proposed Improvement Include PCC and HMA milling and HMA resurfacing, median removal and replacement, curb and gutter Removal and replacement, drainage structure repairs, detector loop replacement and landscape restoration 1.Plans and proposal forms will be available in the office of The Bidding Documents can be obtained through QuestCDN via the CBBEL website at www.cbbel.com/bidding-info or at www.questcdn.com for a $25 nonrefundable fee. Contact QuestCDN at info@questcdn.com for assistance in membership registration and downloading digital product information. A hardcopy of the plans may be viewed at CBBEL’s office located at 9575 W. Higgins Road, Suite 600, Rosemont, IL 60018. IDOT Pre-Qualification of HMA Plant Mix (Category 003) is required to bid. Minority and Women Owned Businesses (MBE/WBE) are encouraged to submit bids on this Project. Contact will be Orion Galey at (847) 823-0500 or ogaley@cbbel.com. Address 2. Prequalification If checked, the 2 low bidders must file within 24 hours after the letting an “Affidavit of Availability” (Form BC 57), in duplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County, Municipal and private work. One original shall be filed with the Awarding Authority and one original with the IDOT District Office. 3.The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals. 4. The following BLR Forms shall be returned by the bidder to the Awarding Authority: a.BLR 12200: Local Public Agency Formal Contract Proposal b.BLR 12200a Schedule of Prices c.BLR 12230: Proposal Bid Bond (if applicable) d.BLR 12325: Apprenticeship or Training Program Certification (do not use for federally funded projects) e.BLR 12326: Affidavit of Illinois Business Office October 5, 2020 Printed 9/16/2020 BLR 12200 (Rev. 01/08/14) 5.The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to the Contractor will be made only for the actual quantities of work performed and accepted or materials furnished according to the contract. The scheduled quantities of work to be done and materials to be furnished may be increased, decreased or omitted as hereinafter provided. 6.Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands all requirements for the performance of work. The bidder will be responsible for all errors in the proposal resulting from failure or neglect to conduct an in depth examination. The Awarding Authority will, in no case be responsible for any costs, expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder. 7.The bidder shall take no advantage of any error or omission in the proposal and advertised contract. 8.If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished by the Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents. When an envelope other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly indicate its contents. When sent by mail, the sealed proposal shall be addressed to the Awarding Authority at the address and in care of the official in whose office the bids are to be received. All proposals shall be filed prior to the time and at the place specified in the Notice to Bidders. Proposals received after the time specified will be returned to the bidder unopened. 9.Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before the time for opening proposals. Printed 9/16/2020 BLR 12200 (Rev. 01/08/14) PROPOSAL County DuPage Local Public Agency Oak Brook Section Number 20-00052-00-RS Route 16th Street (FAU 1448) 1.Proposal of for the improvement of the above section by the construction of PCC and HMA surface milling with HMA resurfacing, median improvements, curb and gutter removal and replacement, ADA compliant sidewalk installation, drainage structure repairs and landscape restoration a total distance of 522 feet, of which a distance of 522 feet, ( 0.10 miles) are to be improved. 2.The plans for the proposed work are those prepared by Christopher B. Burke Engineering, Ltd. and approved by the Department of Transportation on 3.The specifications referred to herein are those prepared by the Department of Transportation and designated as“Standard Specifications for Road and Bridge Construction” and the “Supplemental Specifications and Recurring SpecialProvisions” thereto, adopted and in effect on the date of invitation for bids. 4.The undersigned agrees to accept, as part of the contract, the applicable Special Provisions indicated on the “CheckSheet for Recurring Special Provisions” contained in this proposal. 5.The undersigned agrees to complete the work within 15 working days or by unless additional time is granted in accordance with the specifications. 6.A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals, will be required. Bid Bonds be allowed as a proposal guaranty. Accompanying this proposal is either a bid bond if allowed, on Department form BLR 12230 or a proposal guaranty check, complying with the specifications, made payable to: Treasurer of Village of Oak Brook The amount of the check is Five Percent (5%) of Base Bid ( ). 7. 8. In the event that one proposal guaranty check is intended to cover two or more proposals, the amount must be equal to the sum of the proposal guaranties, which would be required for each individual proposal. If the proposal guaranty check is placed in another proposal, it will be found in the proposal for: Section Number 20-00052-00-RS . The successful bidder at the time of execution of the contract be required to deposit a contract bond for the full amount of the award. When a contract bond is not required, the proposal guaranty check will be held in lieu thereof. If this proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed that the Bid Bond or check shall be forfeited to the Awarding Authority. 9.Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between the product of the unit price multiplied by the quantity, the unit price shall govern. If a unit price is omitted, the total price will be divided by the quantity in order to establish a unit price. 10.A bid will be declared unacceptable if neither a unit price nor a total price is shown. 11.The undersigned submits herewith the schedule of prices on BLR 12200a covering the work to be performed under this contract. 12.The undersigned further agrees that if awarded the contract for the sections contained in the combinations on BLR 12200a, the work shall be in accordance with the requirements of each individual proposal for the multiple bid specified in the Schedule for Multiple Bids below. will RETURN WITH BID County Local Public Agency Section Route Total Item No.Items Unit Quantity Total 1 Supplemental Watering Unit 5 2 Inlet Filters Each 10 3 Bituminous Materials (Tack Ct)Pound 4000 4 Mix for Cracks, Jts, & Flgwys Ton 10 5 HMA Leveling Binder Ton 40 6 HMA Surface Cse, Mix D, N70 Ton 485 7 HMA Removal 2"Sq Yd 300 8 Frame & Lids,Type 1, Closed Lid Each 3 9 Concrete Median SB6.12 Sq Ft 300 10 Short Term Pavt Marking Foot 1000 11 Short Term Pavt Marking Rem Sq Ft 333 12 Temp Paint Pavt Mkg- Line 4"Foot 1000 13 Sign Panel,Type 1 Sq Ft 6 14 Remove Sign Panel, Type 1 Sq Ft 6 15 Thermo Pavt Marking- L and S Sq Ft 400 16 Thermo Pavt Marking- Line 4"Foot 1000 17 Thermo Pavt Marking- Line 6"Foot 800 18 Thermo Pavt Marking- Line 12"Foot 40 19 Thermo Pavt Marking- Line 24"Foot 120 20 Detector Loop Replacement Foot 600 21 Washout Basin L Sum 1 22 Temp Access (Comm Entr)Each 3 23 Concrete Median Removal Sq Ft 300 24 Catch Basin Ty C, 2' Dia, T24 Fr Each 2 25 Frames & Lids to be Adj, Spl Each 4 26 Traffic Control & Protection, Stand L Sum 1 20-00052-00-RS Oak Brook Schedule for Multiple Bids Sections Included in Combinations Unit Price Combination Letter Bidder's Proposal for making Entire Improvements Schedule for Single Bid A bid will be declared unacceptable if neither a unit price nor total price is shown. DuPage (For complete information covering these items, see plans and specifications) SCHEDULE OF PRICES FAU 344 (16th Street) Printed 9/16/2020 Page 1 of 4 BLR 12200a (Rev. 01/24/19) RETURN WITH BID Item No.Items Unit Quantity TotalUnit Price Bidder's Proposal for making Entire Improvements 27 Traffic Control & Protection, Stand L Sum 1 28 Changeable Message Board Cal Day 14 29 Telescoping Sign Support Each 1 30 PCC Driveway Rem and Repl Sq Yd 90 31 Drainage Structure to be Adj Each 5 32 Drainage Structure to be Recon Each 1 33 Drainage Structure to be Rem Each 2 34 PCC Surface Rem, 2" and Var Sq Yd 3614 35 HMA Driveway Rem & Repl Sq Yd 70 36 Com Curb & Gutter Rem & Repl Foot 500 37 Sodding Sq Yd 200 38 Class D Patch 8"Sq Yd 600 END SCHEDULE OF PRICES BID TOTAL = Printed 9/16/2020 Page 2 of 4 BLR 12200a (Rev. 01/24/19) Printed 9/16/2020 BLR 12200 (Rev. 01/08/14) CONTRACTOR CERTIFICATIONS County DuPage Local Public Agency Oak Brook Section Number 20-00052-00-RS Route 16th Street (FAU 1448) The certifications hereinafter made by the bidder are each a material representation of fact upon which reliance is placed should the Department enter into the contract with the bidder. 1.Debt Deliquency. The bidder or contractor or subcontractor, respectively, certifies that it is not delinquent in the payment of any tax administered by the Department of Revenue unless the individual or other entity is contesting, in accordance with the procedures established by the appropriate revenue Act, its liability for the tax or the amount of tax. Making a false statement voids the contract and allows the Department to recover all amounts paid to the individual or entity under the contract in a civil action. 2.Bid-Rigging or Bid Rotating. The bidder or contractor or subcontractor, respectively, certifies that it is not barred from contracting with the Department by reason of a violation of either 720 ILCS 5/33E-3 or 720 ILCS 5/33E-4. A violation of Section 33E-3 would be represented by a conviction of the crime of bid-rigging which, in addition to Class 3 felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States which contains the same elements as this offense shall be barred for 5 years from the date of conviction from contracting with any unit of State or local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to contract and that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a director, officer or a high managerial agent in behalf of the corporation. A violation of Section 33E-4 would be represented by a conviction of the crime of bid-rotating which, in addition to Class 2 felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States which contains the same elements as this offense shall be permanently barred from contracting with any unit of State or local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to contract and that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a director, officer or a high managerial agent in behalf of the corporation. 3.Bribery. The bidder or contractor or subcontractor, respectively, certifies that it has not been convicted of bribery or attempting to bribe an officer or employee of the State of Illinois or any unit of local government, nor has the firm made an admission of guilt of such conduct which is a matter of record, nor has an official, agent, or employee of the firm committed bribery or attempted bribery on behalf of the firm and pursuant to the direction or authorization of a responsible official of the firm. 4.Interim Suspension or Suspension. The bidder or contractor or subcontractor, respectively, certifies that it is not currently under a suspension as defined in Subpart I of Title 44 Subtitle A Chapter III Part 6 of the Illinois Administrative Code. Furthermore, if suspended prior to completion of this work, the contract or contracts executed for the completion of this work may be cancelled. Printed 9/16/2020 BLR 12200 (Rev. 01/08/14) SIGNATURES County DuPage Local Public Agency Oak Brook Section Number 20-00052-00-RS Route 16th Street (FAU 1448) (If an individual) Signature of Bidder Business Address (If a partnership) Firm Name Signed By Business Address Inset Names and Addressed of All Partners (If a corporation) Corporate Name Signed By President Business Address President Insert Names of Officers Secretary Treasurer Attest: Secretary { { Printed 9/16/2020 BLR 12230 (Rev. 07/01/05) Local Agency Proposal Bid Bond RETURN WITH BID Route County Local Agency Section 16th Street (FAU 1448) DuPage Oak Brook 20-00052-00-RS PAPER BID BOND WE as PRINCIPAL, and as SURETY, are held jointly, severally and firmly bound unto the above Local Agency (hereafter referred to as “LA”) in the penal sum of 5% of the total bid price, or for the amount specified in the proposal documents in effect on the date of invitation for bids whichever is the lesser sum. We bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly pay to the LA this sum under the conditions of this instrument. WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said PRINCIPAL is submitting a written proposal to the LA acting through its awarding authority for the construction of the work designated as the above section. THEREFORE if the proposal is accepted and a contract awarded to the PRINCIPAL by the LA for the above designated section and the PRINCIPAL shall within fifteen (15) days after award enter into a formal contract, furnish surety guaranteeing the faithful performance of the work, and furnish evidence of the required insurance coverage, all as provided in the “Standard Specifications for Road and Bridge Construction” and applicable Supplemental Specifications, then this obligation shall become void; otherwise it shall remain in full force and effect. IN THE EVENT the LA determines the PRINCIPAL has failed to enter into a formal contract in compliance with any requirements set forth in the preceding paragraph, then the LA acting through its awarding authority shall immediately be entitled to recover the full penal sum set out above, together with all court costs, all attorney fees, and any other expense of recovery. IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this day of Principal (Company Name) (Company Name) By: By: (Signature and Title) (Signature and Title) (If PRINCIPLE is a joint venture of two or more contractors, the company names, and authorized signatures of each contractor must be affixed.) Surety By: (Name of Surety) (Signature of Attorney-in-Fact) STATE OF ILLINOIS, COUNTY OF I,, a Notary Public in and for said county, do hereby certify that (Insert names of individuals signing on behalf of PRINCIPAL & SURETY) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instruments as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of My commission expires (Notary Public) ELECTRO Electronic bid bond is allowed (box must be checked by LA if electronic bid bond is allowed) The Principal may submit an electronic bid bond, in lieu of completing the above section of the Proposal Bid Bond Form. By providing an electronic bid bond ID code and signing below, the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the LA under the conditions of the bid bond as shown above. (If PRINCIPAL is a joint venture of two or more contractors, an electronic bid bond ID code, company/Bidder name title and date must be affixed for each contractor in the venture.) Electronic Bid Bond ID Code (Company/Bidder Name) (Signature and Title) Date Printed 9/16/2020 BLR 12325 (Rev. 4/1/07) Affidavit of Illinois Business Office County DuPage Local Public Agency Village of Oak Brook Section Number 20-00052-00-RS Route 16th Street (FAU 1448) State of ) ) ss. County of ) I, of , , (Name of Affiant) (City of Affiant) (State of Affiant being first duly sworn upon oath, states as follows: 1.That I am the of . officer or position bidder 2.That I have personal knowledge of the facts herein stated. 3.That, if selected under this proposal,, will maintain a (bidder) business office in the State of Illinois which will be located in County, Illinois. 4.That this business office will serve as the primary place of employment for any persons employed in the construction contemplated by this proposal. 5.That this Affidavit is given as a requirement of state law as provided in Section 30-22(8) of the Illinois Procurement Code. (Signature) (Print Name of Affiant) This instrument was acknowledged before me on the day of , . (SEAL) (Signature of Notary Public) Printed 9/16/2020 BLR 12325 (Rev. 4/1/07) Apprenticeship or Training Program Certification Route 16th Street (FAU 1448) Return with Bid County DuPage Local Agency Village of Oak Brook Section 20-00052-00-RS All contractors are required to complete the following certification: For this contract proposal or for all groups in this deliver and install proposal. For the following deliver and install groups in this material proposal: Illinois Department of Transportation policy, adopted in accordance with the provisions of the Illinois Highway Code, requires this contract to be awarded to the lowest responsive and responsible bidder. The award decision is subject to approval by the Department. In addition to all other responsibility factors, this contract or deliver and install proposal requires all bidders and all bidders’ subcontractors to disclose participation in apprenticeship or training programs that are (1) approved by and registered with the United States Department of Labor’s Bureau of Apprenticeship and Training, and (2) applicable to the work of the above indicated proposals or groups. Therefore, all bidders are required to complete the following certification: I.Except as provided in paragraph IV below, the undersigned bidder certifies that it is a participant, either as an individual or as part of a group program, in an approved apprenticeship or training program applicable to each type of work or craft that the bidder will perform with its own employees. II.The undersigned bidder further certifies for work to be performed by subcontract that each of its subcontractors submitted for approval either (A) is, at the time of such bid, participating in an approved, applicable apprenticeship or training program; or (B) will, prior to commencement of performance of work pursuant to this contract, establish participation in an approved apprenticeship or training program applicable to the work of the subcontract. III.The undersigned bidder, by inclusion in the list in the space below, certifies the official name of each program sponsor holding the Certificate of Registration for all of the types of work or crafts in which the bidder is a participant and that will be performed with the bidder’s employees. Types of work or craft that will be subcontracted shall be included and listed as subcontract work. The list shall also indicate any type of work or craft job category for which there is no applicable apprenticeship or training program available. Printed 9/16/2020 BLR 12325 (Rev. 4/1/07) IV.Except for any work identified above, any bidder or subcontractor that shall perform all or part of the work of the contract or deliver and install proposal solely by individual owners, partners or members and not by employees to whom the payment of prevailing rates of wages would be required, check the following box, and identify the owner/operator workforce and positions of ownership. The requirements of this certification and disclosure are a material part of the contract, and the contractor shall require this certification provision to be included in all approved subcontracts. The bidder is responsible for making a complete report and shall make certain that each type of work or craft job category that will be utilized on the project is accounted for and listed. The Department at any time before or after award may require the production of a copy of each applicable Certificate of Registration issued by the United States Department of Labor evidencing such participation by the contractor and any or all of its subcontractors. In order to fulfill the participation requirement, it shall not be necessary that any applicable program sponsor be currently taking or that it will take applications for apprenticeship, training or employment during the performance of the work of this contract or deliver and install proposal. Bidder: By: (Signature) Address: Title: TAB 1 Page 1 of 1 BLR 11310 (Rev. 7/05) Printed on 9/13/2019 1:57:42 PM Special Provisions The following Special Provisions supplement the “Standard Specifications for Road and Bridge Construction”, Adopted , the latest edition of the “Manual on Uniform Traffic Control Devices for Streets and Highways”, and the “Manual of Test Procedures of Materials” in effect on the date of invitation of bids, and the Suppleme ntal Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of , and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. April 1, 2016 16th Street MFT Project TAB 2 ii INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted January 1, 2019 This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adopted 4-1-16) (Revised 1-1-19) SUPPLEMENTAL SPECIFICATIONS Std. Spec. Sec. Page No. 106 Control of Materials ................................................................................1 107 Legal Regulations and Responsibility to Public ......................................2 403 Bituminous Surface Treatment (Class A-1, A-2, A-3) .............................3 404 Micro-Surfacing and Slurry Sealing ........................................................4 405 Cape Seal ..............................................................................................15 406 Hot-Mix Asphalt Binder and Surface Course ..........................................25 420 Portland Cement Concrete Pavement ....................................................26 424 Portland Cement Concrete Sidewalk ......................................................28 442 Pavement Patching ................................................................................29 502 Excavation for Structures .......................................................................30 503 Concrete Structures ...............................................................................32 504 Precast Concrete Structures ..................................................................35 542 Pipe Culverts ..........................................................................................36 586 Sand Backfill for Vaulted Abutments ......................................................37 602 Catch Basin, Manhole, Inlet, Drainage Structure, and Valve Vault Construction, Adjustment, and Reconstruction ......................................39 630 Steel Plate Beam Guardrail ....................................................................40 631 Traffic Barrier Terminals .........................................................................43 670 Engineer’s Field Office and Laboratory ..................................................44 701 Work Zone Traffic Control and Protection ..............................................45 704 Temporary Concrete Barrier ...................................................................46 780 Pavement Striping ..................................................................................48 781 Raised Reflective Pavement Markers ....................................................49 888 Pedestrian Push-Button ..........................................................................50 1001 Cement ...................................................................................................51 1003 Fine Aggregates .....................................................................................52 1004 Coarse Aggregates ................................................................................53 1006 Metals .....................................................................................................56 1020 Portland Cement Concrete .....................................................................58 1043 Adjusting Rings ......................................................................................60 1050 Poured Joint Sealers ..............................................................................62 1069 Pole and Tower ......................................................................................64 1077 Post and Foundation ..............................................................................65 1096 Pavement Markers .................................................................................66 1101 General Equipment ................................................................................67 iii 1102 Hot-Mix Asphalt Equipment ....................................................................68 1103 Portland Cement Concrete Equipment ...................................................70 1105 Pavement Marking Equipment ...............................................................72 1106 Work Zone Traffic Control Devices .........................................................74 Check Sheet for Recurring Special Provisions BLR 11300 (Rev. 10/16/19)Page 1 of 2Printed 09/16/20 The Following Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are Included By Reference: Recurring Special Provisions Check Sheet #Page No. 1 Additional State Requirements for Federal-Aid Construction Contracts 83 2 Subletting of Contracts (Federal-Aid Contracts)86 3 EEO 87 4 Specific EEO Responsibilities Non Federal-Aid Contracts 97 5 Required Provisions - State Contracts 102 6 Asbestos Bearing Pad Removal 108 7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 109 8 Temporary Stream Crossings and In-Stream Work Pads 110 9 Construction Layout Stakes Except for Bridges 111 10 Construction Layout Stakes 114 11 Use of Geotextile Fabric for Railroad Crossing 117 12 Subsealing of Concrete Pavements 119 13 Hot-Mix Asphalt Surface Correction 123 14 Pavement and Shoulder Resurfacing 125 15 Patching with Hot-Mix Asphalt Overlay Removal 126 16 Polymer Concrete 128 17 PVC Pipeliner 130 18 Bicycle Racks 131 19 Temporary Portable Bridge Traffic Signals 133 20 Work Zone Public Information Signs 135 21 Nighttime Inspection of Roadway Lighting 136 22 English Substitution of Metric Bolts 137 23 Calcium Chloride Accelerator for Portland Cement Concrete 138 24 Quality Control of Concrete Mixtures at the Plant 139 25 Quality Control/Quality Assurance of Concrete Mixtures 147 26 Digital Terrain Modeling for Earthwork Calculations 163 27 Reserved 165 28 Preventive Maintenance - Bituminous Surface Treatment (A-1)166 29 Reserved 172 30 Reserved 173 31 Reserved 174 32 Temporary Raised Pavement Markers 175 33 Restoring Bridge Approach Pavements Using High-Density Foam 176 34 Portland Cement Concrete Inlay or Overlay 179 35 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 183 36 Longitudinal Joint and Crack Patching 186 BLR 11300 (Rev. 10/16/19)Page 2 of 2Printed 09/16/20 The Following Local Roads And Streets Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are Included By Reference: Local Roads And Streets Recurring Special Provisions Check Sheet #Page No. LRS 1 Reserved 189 LRS 2 Furnished Excavation 190 LRS 3 Work Zone Traffic Control Surveillance 191 LRS 4 Flaggers in Work Zones 192 LRS 5 Contract Claims 193 LRS 6 Bidding Requirements and Conditions for Contract Proposals 194 LRS 7 Bidding Requirements and Conditions for Material Proposals 200 LRS 8 Reserved 206 LRS 9 Bituminous Surface Treatments 207 LRS 10 Reserved 208 LRS 11 Employment Practices 209 LRS 12 Wages of Employees on Public Works 211 LRS 13 Selection of Labor 213 LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks 214 LRS 15 Partial Payments 217 LRS 16 Protests on Local Lettings 218 LRS 17 Substance Abuse Prevention Program 219 LRS 18 Multigrade Cold Mix Asphalt 220 TRAFFIC CONTROL PLAN (DISTRICT 1) Effective: September 30, 1985 Revised: January 1, 2007 Traffic Control shall be according to the applicable sections of the Standard Specifications, the Supplemental Specifications, the “Illinois Manual on Uniform Traffic Control Devices for Streets and Highways”, any special details and Highways Standards contained in the plans, and the Special Provisions contained herein. Special attention is called to Article 107.09 of the Standard Specification and the following Highway Standards, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions and Special Provisions contained herein, relating to traffic control. The Contractor shall contact the District One Bureau of Traffic at least 72 hours in advance of beginning work. STANDARDS: 701301-04, 701501-06, 701701-10, 701801-06, 701901-08. DETAILS: Traffic Control and Protection for Sideroads, Intersections and Driveways (TC- 10) District One Typical Pavement Marking (TC-13) SPECIAL PROVISIONS: Maintenance for Roadways, Work Zone Traffic Control, and Flaggers in Work Zones. MAINTENANCE OF ROADWAYS (DISTRICT 1) Effective: September 30, 1985 Revised: November 1, 1996 Beginning on the date that work begins on this project, the Contractor shall assume responsibility for normal maintenance of all existing roadways within the limits of the improvement. This normal maintenance shall include all repair work deemed necessary by the Engineer, but shall not include snow removal operations. Traffic control and protection for maintenance of roadways will be provided by the Contractor as required by the Engineer. If items of work have not been provided in the contract, or otherwise specified for payment, such items, including the accompanying traffic control and protection required by the Engineer, will be paid for in accordance with Article 109.04 of the Standard Specifications. PUBLIC CONVENIENCE AND SAFETY (DIST 1) Effective: May 1, 2012 Revised: July 15, 2012 Add the following to the end of the fourth paragraph of Article 107.09: “If the holiday is on a Saturday or Sunday, and is legally observed on a Friday or Monday, the length of Holiday Period for Monday or Friday shall apply.” Add the following sentence after the Holiday Period table in the fourth paragraph of Article 107.09: “The Length of Holiday Period for Thanksgiving shall be from 5:00 AM the Wednesday prior to 11:59 PM the Sunday After” Delete the fifth paragraph of Article 107.09 of the Standard Specifications: “On weekends, excluding holidays, roadways with Average Daily Traffic of 25,000 or greater, all lanes shall be open to traffic from 3:00 P.M. Friday to midnight Sunday except where structure construction or major rehabilitation makes it impractical.” STATUS OF UTILITIES (D-1) Effective: June 1, 2016 Revised: January 1, 2020 Utility companies and/or municipal owners located within the construction limits of this project have provided the following information regarding their facilities and the proposed improvements. The tables below contain a description of specific conflicts to be resolved and/or facilities which will require some action on the part of the Department’s contractor to proceed with work. Each table entry includes an identification of the action necessary and, if applicable, the estimated duration required for the resolution. UTILITIES TO BE ADJUSTED Conflicts noted below have been identified by following the suggested staging plan included in the contract. The company has been notified of all conflicts and will be required to obtain the necessary permits to complete their work; in some instances, resolution will be a function of the construction staging. The responsible agency must relocate, or complete new installations as noted below; this work has been deemed necessary to be complete for the Department’s contractor to then work in the stage under which the item has been listed. Pre-Stage STAGE / LOCATION TYPE DESCRIPTION RESPONSIBLE AGENCY DURATION OF TIME Stage 1 STAGE / LOCATION TYPE DESCRIPTION RESPONSIBLE AGENCY DURATION OF TIME Stage 2 STAGE / LOCATION TYPE DESCRIPTION RESPONSIBLE AGENCY DURATION OF TIME No conflicts to be resolved (or if there are conflicts they are to be listed as noted above) Pre-Stage: ________ Days Total Installation Stage 1: ________ Days Total Installation Stage 2: ________ Days Total Installation The following contact information is what was used during the preparation of the plans as provided by the owner of the facility. Agency/Company Responsible to Resolve Conflict Name of contact Address Phone e-mail address AT&T (DISTRIBUTION) Steve Larson 1000 Commerce Drive, Floor 1, Oak Brook, IL 60523 (630) 573- 5450 g11629@att.com COMCAST Martha Gieras 688 Industrial Drive, Elmhurst, IL 60126 (224) 229- 5862 martha_gieras@cable.comcast.com COMED Lisa Argast 2 Lincoln Center, Oakbrook Terrace, IL 60181 (630)576- 7094 PlanSubmittalsandMap Requests@exeloncorp.com DUPAGE COUNTY DIVISION OF TRANSPORTATION William Eidson 421 N. County Farm Road, 2nd Floor, Wheaton, IL 60187 (630) 407- 6900 william.eidson@dupageco.org DUPAGE WATER COMMISSION Ken Niles 600 E. Butterfield Road, Elmhurst, IL 60126 (630) 516- 1932 niles@dpwc.org MCI – VERIZON Dean Boyers 2400 N. Glenville Drive, Richardson, TX 75082 (972) 729- 6322 investigations@verizon.com NICOR GAS Bruce Koppang 1844 Ferry Road, Naperville, IL 60563 (630) 388- 3046 bkoppang@aglresources.com WOW INTERNET & CABLE Paul Flinkow 1674 Frontenac Road, Naperville, IL 60563 (630) 536- 3139 Paul.flinkow@wowinc.com The above represents the best information available to the Department and is included for the convenience of the bidder. The days required for conflict resolution should be taken into account in the bid as this information has also been factored into the timeline identified for the project when setting the completion date. The applicable portions of the Standard Specifications for Road and Bridge Construction shall apply. AGGREGATE SUBGRADE IMPROVEMENT (D-1) Effective: February 22, 2012 Revised: April 1, 2016 Add the following Section to the Standard Specifications: “SECTION 303. AGGREGATE SUBGRADE IMPROVEMENT 303.01 Description. This work shall consist of constructing an aggregate subgrade improvement. 303.02 Materials. Materials shall be according to the following. Item Article/Section (a) Coarse Aggregate ........................................................................................... 1004.07 (b) Reclaimed Asphalt Pavement (RAP) (Notes 1, 2 and 3) ..................................... 1031 Note 1. Crushed RAP, from either full depth or single lift removal, may be mechanically blended with aggregate gradation CS 01 but shall not exceed 40 percent by weight of the total product. The top size of the Coarse RAP shall be less than 4 in. (100 mm) and well graded. Note 2. RAP having 100 percent passing the 1 1/2 in (37.5 mm) sieve and being well graded, may be used as capping aggregate in the top 3 in. (75 mm) when aggregate gradation CS 01 is used in lower lifts. When RAP is blended with any of the coarse aggregates, the blending shall be done with mechanically calibrated feeders. The final product shall not contain more than 40 percent by weight of RAP. Note 3. The RAP used for aggregate subgrade improvement shall be according to the current Bureau of Materials and Physical Research Policy Memorandum, “Reclaimed Asphalt Pavement (RAP) for Aggregate Applications”. 303.03 Equipment. The vibratory machine shall be according to Article 1101.01, or as approved by the Engineer. The calibration for the mechanical feeders shall have an accuracy of ± 2.0 percent of the actual quantity of material delivered. 303.04 Soil Preparation. The stability of the soil shall be according to the Department’s Subgrade Stability Manual for the aggregate thickness specified. 303.05 Placing Aggregate. The maximum nominal lift thickness of aggregate gradation CS 01 shall be 24 in. (600 mm). 303.06 Capping Aggregate. The top surface of the aggregate subgrade shall consist of a minimum 3 in. (75 mm) of aggregate gradations CA 06 or CA 10. When Reclaimed Asphalt Pavement (RAP) is used, it shall be crushed and screened where 100 percent is passing the 1 1/2 in. (37.5 mm) sieve and being well graded. RAP that has been fractionated to size will not be permitted for use in capping. Capping aggregate will not be required when the aggregate subgrade improvement is used as a cubic yard pay item for undercut applications. When RAP is blended with any of the coarse aggregates, the blending shall be done with mechanically calibrated feeders. 303.07 Compaction. All aggregate lifts shall be compacted to the satisfaction of the Engineer. If the moisture content of the material is such that compaction cannot be obtained, sufficient water shall be added so that satisfactory compaction can be obtained. 303.08 Finishing and Maintenance of Aggregate Subgrade Improvement. The aggregate subgrade improvement shall be finished to the lines, grades, and cross sections shown on the plans, or as directed by the Engineer. The aggregate subgrade improvement shall be maintained in a smooth and compacted condition. 303.09 Method of Measurement. This work will be measured for payment according to Article 311.08. 303.10 Basis of Payment. This work will be paid for at the contract unit price per cubic yard (cubic meter) for AGGREGATE SUBGRADE IMPROVEMENT or at the contract unit price per square yard (square meter) for AGGREGATE SUBGRADE IMPROVEMENT, of the thickness specified. Add the following to Section 1004 of the Standard Specifications: “ 1004.07 Coarse Aggregate for Aggregate Subgrade Improvement. The aggregate shall be according to Article 1004.01 and the following. (a)Description. The coarse aggregate shall be crushed gravel, crushed stone, or crushed concrete. The top 12 inches of the aggregate subgrade improvement shall be 3 inches of capping material and 9 inches of crushed gravel, crushed stone or crushed concrete. In applications where greater than 36 inches of subgrade material is required, rounded gravel, meeting the CS01 gradation, may be used beginning at a depth of 12 inches below the bottom of pavement. (b)Quality. The coarse aggregate shall consist of sound durable particles reasonably free of deleterious materials. Non-mechanically blended RAP may be allowed up to a maximum of 5.0 percent. (c)Gradation. (1)The coarse aggregate gradation for total subgrade thicknesses of 12 in. (300 mm) or greater shall be CS 01. COARSE AGGREGATE SUBGRADE GRADATIONS Sieve Size and Percent Passing Grad No. 8” 6” 4” 2” #4 CS 01 100 97 ± 3 90 ± 10 45 ± 25 20 ± 20 COARSE AGGREGATE SUBGRADE GRADATIONS (Metric) Grad No. Sieve Size and Percent Passing 200 mm 150 mm 100 mm 50 mm 4.75 mm CS 01 100 97 ± 3 90 ± 10 45 ± 25 20 ± 20 (2)The 3 in. (75 mm) capping aggregate shall be gradation CA 6 or CA 10. FRICTION AGGREGATE (D-1) Effective: February 22, 2012 Revised: April 1, 2016 Revise Article 1004.03(a) of the Standard Specifications to read: “1004.03 Coarse Aggregate for Hot-Mix Asphalt (HMA). The aggregate shall be according to Article 1004.01 and the following. (a) Description. The coarse aggregate for HMA shall be according to the following table. Use Mixture Aggregates Allowed Class A Seal or Cover Allowed Alone or in Combination 5/: Gravel Crushed Gravel Carbonate Crushed Stone Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag Crushed Concrete HMA Low ESAL Stabilized Subbase or Shoulders Allowed Alone or in Combination 5/: Gravel Crushed Gravel Carbonate Crushed Stone Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag1/ Crushed Concrete HMA High ESAL Low ESAL Binder IL-19.0 or IL-19.0L SMA Binder Allowed Alone or in Combination 5/ 6/: Crushed Gravel Carbonate Crushed Stone2/ Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Concrete3/ Use Mixture Aggregates Allowed HMA High ESAL Low ESAL C Surface and Leveling Binder IL-9.5 or IL-9.5L SMA Ndesign 50 Surface Allowed Alone or in Combination 5/: Crushed Gravel Carbonate Crushed Stone2/ Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag4/ Crushed Concrete3/ HMA High ESAL D Surface and Leveling Binder IL-9.5 SMA Ndesign 50 Surface Allowed Alone or in Combination 5/: Crushed Gravel Carbonate Crushed Stone (other than Limestone)2/ Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag4/ Crushed Concrete3/ Other Combinations Allowed: Up to... With... 25% Limestone Dolomite 50% Limestone Any Mixture D aggregate other than Dolomite 75% Limestone Crushed Slag (ACBF) or Crushed Sandstone HMA High ESAL E Surface IL-9.5 SMA Ndesign 80 Surface Allowed Alone or in Combination 5/ 6/: Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag No Limestone. Other Combinations Allowed: Up to... With... Use Mixture Aggregates Allowed 50% Dolomite2/ Any Mixture E aggregate 75% Dolomite2/ Crushed Sandstone, Crushed Slag (ACBF), Crushed Steel Slag, or Crystalline Crushed Stone 75% Crushed Gravel2/ or Crushed Concrete3/ Crushed Sandstone, Crystalline Crushed Stone, Crushed Slag (ACBF), or Crushed Steel Slag HMA High ESAL F Surface IL-9.5 SMA Ndesign 80 Surface Allowed Alone or in Combination 5/ 6/: Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag No Limestone. Other Combinations Allowed: Up to... With... 50% Crushed Gravel2/, Crushed Concrete3/, or Dolomite2/ Crushed Sandstone, Crushed Slag (ACBF), Crushed Steel Slag, or Crystalline Crushed Stone 1/ Crushed steel slag allowed in shoulder surface only. 2/ Carbonate crushed stone (limestone) and/or crushed gravel shall not be used in SMA Ndesign 80. In SMA Ndesign 50, carbonate crushed stone shall not be blended with any of the other aggregates allowed alone in Ndesign 50 SMA binder or Ndesign 50 SMA surface. 3/ Crushed concrete will not be permitted in SMA mixes. 4/ Crushed steel slag shall not be used as leveling binder. 5/ When combinations of aggregates are used, the blend percent measurements shall be by volume.” 6/ Combining different types of aggregate will not be permitted in SMA Ndesign 80.” GROUND TIRE RUBBER (GTR) MODIFIED ASPHALT BINDER (D-1) Effective: June 26, 2006 Revised: April 1, 2016 Add the following to the end of article 1032.05 of the Standard Specifications: “(c) Ground Tire Rubber (GTR) Modified Asphalt Binder. A quantity of 10.0 to 14.0 percent GTR (Note 1) shall be blended by dry unit weight with a PG 64-28 to make a GTR 70-28 or a PG 58-28 to make a GTR 64-28. The base PG 64-28 and PG 58-28 asphalt binders shall meet the requirements of Article 1032.05(a). Compatible polymers may be added during production. The GTR modified asphalt binder shall meet the requirements of the following table. Test Asphalt Grade GTR 70-28 Asphalt Grade GTR 64-28 Flash Point (C.O.C.), AASHTO T 48, °F (°C), min. 450 (232) 450 (232) Rotational Viscosity, AASHTO T 316 @ 275 °F (135 °C), Poises, Pa∙s, max. 30 (3) 30 (3) Softening Point, AASHTO T 53, °F (°C), min. 135 (57) 130 (54) Elastic Recovery, ASTM D 6084, Procedure A (sieve waived) @ 77 °F, (25 °C), aged, ss, 100 mm elongation, 5 cm/min., cut immediately, %, min. 65 65 Note 1. GTR shall be produced from processing automobile and/or light truck tires by the ambient grinding method. GTR shall not exceed 1/16 in. (2 mm) in any dimension and shall contain no free metal particles or other materials. A mineral powder (such as talc) meeting the requirements of AASHTO M 17 may be added, up to a maximum of four percent by weight of GTR to reduce sticking and caking of the GTR particles. When tested in accordance with Illinois modified AASHTO T 27, a 50 g sample of the GTR shall conform to the following gradation requirements: Sieve Size Percent Passing No. 16 (1.18 mm) 100 No. 30 (600 µm) 95 ± 5 No. 50 (300 µm) > 20 Add the following to the end of Note 1. of article 1030.03 of the Standard Specifications: “A dedicated storage tank for the Ground Tire Rubber (GTR) modified asphalt binder shall be provided. This tank must be capable of providing continuous mechanical mixing throughout by continuous agitation and recirculation of the asphalt binder to provide a uniform mixture. The tank shall be heated and capable of maintaining the temperature of the asphalt binder at 300 °F to 350 °F (149 °C to 177 °C). The asphalt binder metering systems of dryer drum plants shall be calibrated with the actual GTR modified asphalt binder material with an accuracy of ± 0.40 percent.” Revise 1030.02(c) of the Standard Specifications to read: “(c) RAP Materials (Note 5) ………………………………………………..…..1031” Add the following note to 1030.02 of the Standard Specifications: Note 5. When using reclaimed asphalt pavement and/or reclaimed asphalt shingles, the maximum asphalt binder replacement percentage shall be according to the most recent special provision for recycled materials. HOT-MIX ASPHALT BINDER AND SURFACE COURSE (D-1) Effective: November 1, 2019 Revised: February 2, 2020 Description. This work shall consist of constructing a hot-mix asphalt (HMA) binder and/or surface course on a prepared base. Work shall be according to Sections 406 and 1030 of the Standard Specifications, except as modified herein. Materials. Revise Article 1004.03(c) to read: “ (c)Gradation. The coarse aggregate gradations shall be as listed in the following table. Use Size/Application Gradation No. Class A-1, A-2, & A-3 3/8 in. (10 mm) Seal CA 16 or CA 20 Class A-1 1/2 in. (13 mm) Seal CA 15 Class A-2 & A-3 Cover Coat CA 14 HMA High ESAL IL-19.0; Stabilized Subbase IL-19.0 CA 11 1/ SMA 12.5 2/ CA 134/, CA 14, or CA 16 SMA 9.5 2/ CA 133/4/ or CA 163/ IL-9.5 CA 16, CM 134/ IL-9.5FG CA 16 HMA Low ESAL IL-19.0L CA 11 1/ IL-9.5L CA 16 1/ CA 16 or CA 13 may be blended with the CA 11. 2/ The coarse aggregates used shall be capable of being combined with stone sand, slag sand, or steel slag sand meeting the FA/FM 20 gradation and mineral filler to meet the approved mix design and the mix requirements noted herein. 3/ The specified coarse aggregate gradations may be blended. 4/ CA 13 shall be 100 percent passing the 1/2 in. (12.5mm) sieve.” Revise Article 1004.03(e) of the Supplemental Specifications to read: “(e) Absorption. For SMA the coarse aggregate shall also have water absorption ≤ 2.0 percent.” HMA Nomenclature. Revise the “High ESAL” portion of the table in Article 1030.01 to read: “High ESAL Binder Courses IL-19.0, IL-9.5, IL-9.5FG, IL-4.75, SMA 12.5, Stabilized Subbase IL-19.0 Surface Courses IL-9.5, IL-9.5FG, SMA 12.5, SMA 9.5” Revise Article 1030.02 of the Standard Specifications and Supplemental Specifications to read: “1030.02 Materials. Materials shall be according to the following. Item Article/Section (a) Coarse Aggregate ................................................................................................. 1004.03 (b) Fine Aggregate ...................................................................................................... 1003.03 (c) RAP Material .............................................................................................................. 1031 (d) Mineral Filler ............................................................................................................... 1011 (e) Hydrated Lime ....................................................................................................... 1012.01 (f)Slaked Quicklime (Note 1) (g) Performance Graded Asphalt Binder (Note 2) ........................................................... 1032 (h)Fibers (Note 3) (i)Warm Mix Asphalt (WMA) Technologies (Note 4) Note 1. Slaked quicklime shall be according to ASTM C 5. Note 2. The asphalt binder shall be an SBS PG 76-28 when the SMA is used on a full-depth asphalt pavement and SBS PG 76-22 when used as an overlay, except where modified herein. The asphalt binder shall be a SBS PG 76-22 for IL-4.75, except where modified herein. The elastic recovery shall be a minimum of 80. Note 3. A stabilizing additive such as cellulose or mineral fiber shall be added to the SMA mixture according to Illinois Modified AASHTO M 325. The stabilizing additive shall meet the Fiber Quality Requirements listed in Illinois Modified AASHTO M 325. Prior to approval and use of fibers, the Contractor shall submit a notarized certification by the producer of these materials stating they meet these requirements. Reclaimed Asphalt Shingles (RAS) may be used in Stone Matrix Asphalt (SMA) mixtures designed with an SBA polymer modifier as a fiber additive if the mix design with RAS included meets AASHTO T305 requirements. The RAS shall be from a certified source that produces either Type I or Type 2. Material shall meet requirements noted herein and the actual dosage rate will be determined by the Engineer. Note 4. Warm mix additives or foaming processes shall be selected from the Department’s Qualified Producer List, “Technologies for the Production of Warm Mix Asphalt (WMA)”.” Mixture Design. Revise Article 1030.04(a)(1) of the Standard Specifications and the Supplemental Specifications to read: High ESAL, MIXTURE COMPOSITION (% PASSING) 1/ Sieve Size IL-19.0 mm SMA 12.5 SMA 9.5 IL-9.5mm IL-4.75 mm min max min max min max min max min max 1 1/2 in (37.5 mm) 1 in. (25 mm) 100 3/4 in. (19 mm) 90 100 100 1/2 in. (12.5 mm) 75 89 80 100 100 100 100 3/8 in. (9.5 mm) 65 90 100 90 100 100 #4 (4.75 mm) 40 60 20 30 36 50 34 69 90 100 #8 (2.36 mm) 20 42 16 24 4/ 16 324/ 34 5/ 52 2/ 70 90 #16 (1.18 mm) 15 30 10 32 50 65 #30 (600 µm) 12 16 12 18 #50 (300 µm) 6 15 4 15 15 30 #100 (150 µm) 4 9 3 10 10 18 #200 (75 µm) 3 6 7.0 9.0 3/ 7.5 9.5 3/ 4 6 7 9 3/ #635 (20 µm) ≤ 3.0 ≤ 3.0 Ratio Dust/Asphalt Binder 1.0 1.5 1.5 1.0 1.0 1/ Based on percent of total aggregate weight. 2/ The mixture composition shall not exceed 44 percent passing the #8 (2.36 mm) sieve for surface courses with Ndesign = 90. 3/ Additional minus No. 200 (0.075 mm) material required by the mix design shall be mineral filler, unless otherwise approved by the Engineer. 4/ When establishing the Adjusted Job Mix Formula (AJMF) the percent passing the #8 (2.36 mm) sieve shall not be adjusted above the percentage stated on the table. 5/ When establishing the Adjusted Job Mix Formula (AJMF) the percent passing the #8 (2.36 mm) sieve shall not be adjusted below 34 percent. Revise Article 1030.04(b)(1) of the Standard Specifications to read: “(1) High ESAL Mixtures. The target value for the air voids of the HMA shall be 4.0 percent, for IL-4.75 it shall be 3.5 percent and for Stabilized Subbase it shall be 3.0 percent at the design number of gyrations. The voids in the mineral aggregate (VMA) and voids filled with asphalt binder (VFA) of the HMA design shall be based on the nominal maximum size of the aggregate in the mix and shall conform to the following requirements. VOLUMETRIC REQUIREMENTS High ESAL Voids in the Mineral Aggregate (VMA), % minimum Voids Filled with Asphalt Binder (VFA), % Ndesign IL-19.0; Stabilized Subbase IL- 19.0 IL-9.5 IL-4.751/ 50 13.5 15.0 18.5 65 – 78 2/ 70 65 - 75 90 1/ Maximum draindown for IL-4.75 shall be 0.3 percent. 2/ VFA for IL-4.75 shall be 72-85 percent.” Revise the table in Article 1030.04(b)(3) to read: “VOLUMETRIC REQUIREMENTS, SMA 12.5 1/ and SMA 9.5 1/ Ndesign Design Air Voids Target % Voids in the Mineral Aggregate (VMA), % min. Voids Filled with Asphalt (VFA), % 80 4/ 3.5 17.0 2/ 75 - 83 16.0 3/ 1/ Maximum draindown shall be 0.3 percent. The draindown shall be determined at the JMF asphalt binder content at the mixing temperature plus 30 °F. 2/ Applies when specific gravity of coarse aggregate is ≥ 2.760. 3/ Applies when specific gravity of coarse aggregate is < 2.760. 4/ Blending of different types of aggregate will not be permitted. For surface course, the coarse aggregate can be crushed steel slag, crystalline crushed stone or crushed sandstone. For binder course, coarse aggregate shall be crushed stone (dolomite), crushed gravel, crystalline crushed stone, or crushed sandstone. Add to the end of Article 1030.05 (d) (2) a. of the Standard Specifications: “During production, the Contractor shall test SMA mixtures for draindown according to AASHTO T305 at a frequency of 1 per day of production.” Revise the last paragraph of Article 1102.01 (a) (5) of the Standard Specifications to read: “IL-4.75 and Stone Matrix Asphalt (SMA) mixtures which contain aggregate having absorptions greater than or equal to 2.0 percent, or which contain steal slag sand, shall have minimum surge bin storage plus haul time of 1.5 hours.” Quality Control/Quality Assurance (QC/QA). Revise the third paragraph of Article 1030.05(d)(3) to read: “ If the Contractor and Engineer agree the nuclear density test method is not appropriate for the mixture, cores shall be taken at random locations determined according to the QC/QA document "Determination of Random Density Test Site Locations". Core densities shall be determined using the Illinois Modified AASHTO T 166 or T 275 procedure.” Add the following paragraphs to the end of Article 1030.05(d)(3): “ Longitudinal joint density testing shall be performed at each random density test location. Longitudinal joint testing shall be located at a distance equal to the lift thickness or a minimum of 4 in. (100 mm), from each pavement edge (i.e. for a 5 in. (125 mm) lift the near edge of the density gauge or core barrel shall be within 5 in. (125 mm) from the edge of pavement). Longitudinal joint density testing shall be performed using either a correlated nuclear gauge or cores. a.Confined Edge. Each confined edge density shall be represented by a one- minute nuclear density reading or a core density and shall be included in the average of density readings or core densities taken across the mat which represents the Individual Test. b.Unconfined Edge. Each unconfined edge joint density shall be represented by an average of three one-minute density readings or a single core density at the given density test location and shall meet the density requirements specified herein. The three one-minute readings shall be spaced 10 ft (3 m) apart longitudinally along the unconfined pavement edge and centered at the random density test location. When a longitudinal joint sealant (LJS) is applied, longitudinal joint density testing will not be required on the joint(s) sealed.” Revise the second table in Article 1030.05(d)(4) and its notes to read: “DENSITY CONTROL LIMITS Mixture Composition Parameter Individual Test (includes confined edges) Unconfined Edge Joint Density, minimum IL-4.75 Ndesign = 50 93.0 – 97.4 % 1/ 91.0% IL-9.5FG Ndesign = 50 - 90 93.0 – 97.4 % 91.0% IL-9.5 Ndesign = 90 92.0 – 96.0 % 90.0% IL-9.5, IL-9.5L, Ndesign < 90 92.5 – 97.4 % 90.0% IL-19.0 Ndesign = 90 93.0 – 96.0 % 90.0% IL-19.0, IL-19.0L Ndesign < 90 93.0 2/ – 97.4 % 90.0% SMA Ndesign = 80 93.5 – 97.4 % 91.0% 1/ Density shall be determined by cores or by correlated, approved thin lift nuclear gauge. 2/ 92.0 % when placed as first lift on an unimproved subgrade.” Equipment. Add the following to Article 1101.01 of the Standard Specifications: “ (h) Oscillatory Roller. The oscillatory roller shall be self-propelled and provide a smooth operation when starting, stopping, or reversing directions. The oscillatory roller shall be able to operate in a mode that will provide tangential impact force with or without vertical impact force by using at least one drum. The oscillatory roller shall be equipped with water tanks and sprinkling devices, or other approved methods, which shall be used to wet the drums to prevent material pickup. The drum(s) amplitude and frequency of the tangential and vertical impact force shall be approximately the same in each direction and meet the following requirements: (1)The minimum diameter of the drum(s) shall be 42 in. (1070 mm); (2)The minimum length of the drum(s) shall be 57 in. (1480 mm); (3)The minimum unit static force on the drum(s) shall be 125 lb/in. (22 N/m); and (4)The minimum force on the oscillatory drum shall be 18,000 lb (80 kN).” Construction Requirements. Add the following to Article 406.03 of the Standard Specifications: “(j) Oscillatory Roller .................................................................................................. 1101.01” Revise the third paragraph of Article 406.05(a) to read: “ All depressions of 1 in. (25 mm) or more in the surface of the existing pavement shall be filled with binder. At locations where heavy disintegration and deep spalling exists, the area shall be cleaned of all loose and unsound material, tacked, and filled with binder (hand method).” Revise Article 406.05(c) to read. “ (c) Binder (Hand Method). Binder placed other than with a finishing machine will be designated as binder (hand method) and shall be compacted with a roller to the satisfaction of the Engineer. Hand tamping will be permitted when approved by the Engineer.” Revise the special conditions for mixture IL-4.75 in Article 406.06(b)(2)e. to read: “ e. The mixture shall be overlaid within 5 days of being placed.” Revise Article 406.06(d) to read: “ (d) Lift Thickness. The minimum compacted lift thickness for HMA binder and surface courses shall be as follows. MINIMUM COMPACTED LIFT THICKNESS Mixture Composition Thickness, in. (mm) IL-4.75 3/4 (19) - over HMA surfaces 1/ 1 (25) - over PCC surfaces 1/ IL-9.5FG 1 1/4 (32) IL-9.5, IL-9.5L 1 1/2 (38) SMA 9.5 1 3/4 (45) SMA 12.5 2 (51) IL-19.0, IL-19.0L 2 1/4 (57) 1/ The maximum compacted lift thickness for mixture IL-4.75 shall be 1 1/4 in. (32 mm).” Revise Table 1 and Note 3/ of Table 1 in Article 406.07(a) of the Standard Specifications to read: “TABLE 1 - MINIMUM ROLLER REQUIREMENTS FOR HMA Breakdown Roller (one of the following) Intermediate Roller Final Roller (one or more of the following) Density Requirement Binder and Surface 1/ V D , P 3/, T B , 3W, O T , O B P 3/, O T , O B V S , T B , T F, O T As specified in Articles: 1030.05(d)(3), (d)(4), and (d)(7). IL-4.75 and SMA 4/ 5/ T B, 3W, O T - - T F , 3W, O T Bridge Decks 2/ T B - - T F As specified in Articles 582.05 and 582.06. 3/ A vibratory roller (V D ) or oscillatory roller (O T or O B ) may be used in lieu of the pneumatic- tired roller on mixtures containing polymer modified asphalt binder.” Add the following to EQUIPMENT DEFINITION in Article 406.07(a) contained in the Errata of the Supplemental Specifications: “ O T - Oscillatory roller, tangential impact mode. Maximum speed is 3.0 mph (4.8 km/h) or 264 ft/min (80 m/min). O B - Oscillatory roller, tangential and vertical impact mode, operated at a speed to produce not less than 10 vertical impacts/ft (30 impacts/m).” Delete last sentence of the second paragraph of Article 1102.01(a) (4) b. 2. Add to the end of Article 1102.01 (a) (4) b. 2.: “As an option, collected dust (baghouse) may be used in lieu of manufactured mineral filler according to the following: (a.) Sufficient collected dust (baghouse) is available for production of the SMA mix for the entire project. (b.) A mix design was prepared based on collected dust (baghouse). Revise Article 1030.04 (d) of the Standard Specifications to read: “(d) Verification Testing. High ESAL, IL-4.75, and SMA mix designs submitted for verification will be tested to ensure that the resulting mix designs will pass the required criteria for the Hamburg Wheel Test (IL mod AASHTO T-324) and the Tensile Strength Test (IL mod AASHTO T-283). The Department will perform a verification test on gyratory specimens compacted by the Contractor. If the mix fails the Department’s verification test, the Contractor shall make the necessary changes to the mix and resubmit compacted specimens to the Department for verification. If the mix fails again, the mix design will be rejected. All new mix designs will be required to be tested, prior to submittal for Department verification and shall meet the following requirements: (1)Hamburg Wheel Test criteria. The maximum allowable rut depth shall be 0.5 in. (12.5 mm). The minimum number of wheel passes at the 0.5 in. (12.5 mm) rut depth criteria shall be based on the high temperature binder grade of the mix as specified in the mix requirements table of the plans. Illinois Modified AASHTO T 324 Requirements 1/ Asphalt Binder Grade # Repetitions Max Rut Depth (mm) PG 70 -XX (or higher) 20,000 12.5 PG 64 -XX (or lower) 10,000 12.5 1/ When produced at temperatures of 275 ± 5 °F (135 ± 3 °C) or less, loose Warm Mix Asphalt shall be oven aged at 270 ± 5 °F (132 ± 3 °C) for two hours prior to gyratory compaction of Hamburg Wheel specimens. Note: For SMA Designs (N-80) the maximum rut depth is 6.0 mm at 20,000 repetitions. For IL 4.75mm Designs (N-50) the maximum rut depth is 9.0mm at 15,000 repetitions. (2)Tensile Strength Criteria. The minimum allowable conditioned tensile strength shall be 60 psi (415 kPa) for non-polymer modified performance graded (PG) asphalt binder and 80 psi (550 kPa) for polymer modified PG asphalt binder. The maximum allowable unconditioned tensile strength shall be 200 psi (1380 kPa).” Production Testing. Revise first paragraph of Article 1030.06(a) of the Standard Specifications to read: “(a) High ESAL, IL-4.75, WMA, and SMA Mixtures. For each contract, a 300 ton (275 metric tons) test strip, except for SMA mixtures it will be 400 ton (363 metric ton), will be required at the beginning of HMA production for each mixture at the beginning of each construction year according to the Manual of Test Procedures for Materials “Hot Mix Asphalt Test Strip Procedures”. At the request of the Producer, the Engineer may waive the test strip if previous construction during the current construction year has demonstrated the constructability of the mix using Department test results.” Add the following after the sixth paragraph in Article 1030.06 (a) of the Standard Specifications: “The Hamburg Wheel test shall also be conducted on all HMA mixtures from a sample taken within the first 500 tons (450 metric tons) on the first day of production or during start up with a split reserved for the Department. The mix sample shall be tested according to the Illinois Modified AASHTO T 324 and shall meet the requirements specified herein. Mix production shall not exceed 1500 tons (1350 metric tons) or one day’s production, whichever comes first, until the testing is completed and the mixture is found to be in conformance. The requirement to cease mix production may be waived if the plant produced mixture demonstrates conformance prior to start of mix production for a contract. If the mixture fails to meet the Hamburg Wheel criteria, no further mixture will be accepted until the Contractor takes such action as is necessary to furnish a mixture meeting the criteria” Method of Measurement: Add the following after the fourth paragraph of Article 406.13 (b): “The plan quantities of SMA mixtures shall be adjusted using the actual approved binder and surface Mix Design’s G mb .” Basis of Payment. Replace the second through the fifth paragraphs of Article 406.14 with the following: “ HMA binder and surface courses will be paid for at the contract unit price per ton (metric ton) for MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS; HOT-MIX ASPHALT BINDER COURSE (HAND METHOD), of the Ndesign specified; HOT-MIX ASPHALT BINDER COURSE, of the mixture composition and Ndesign specified; HOT-MIX ASPHALT SURFACE COURSE, of the mixture composition, friction aggregate, and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT BINDER COURSE (HAND METHOD), of the Ndesign specified; POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, of the mixture composition and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, of the mixture composition, friction aggregate, and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, STONE MATRIX ASPHALT, of the mixture composition and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, of the mixture composition, friction aggregate, and Ndesign specified.” RECLAIMED ASPHALT PAVEMENT AND RECLAIMED ASPHALT SHINGLES (D-1) Effective: November 1, 2012 Revise: November 1, 2019 Revise Section 1031 of the Standard Specifications to read: “SECTION 1031. RECLAIMED ASPHALT PAVEMENT AND RECLAIMED ASPHALT SHINGLES 1031.01 Description. Reclaimed asphalt pavement and reclaimed asphalt shingles shall be according to the following. (a) Reclaimed Asphalt Pavement (RAP). RAP is the material resulting from cold milling or crushing an existing hot-mix asphalt (HMA) pavement. RAP will be considered processed FRAP after completion of both crushing and screening to size. The Contractor shall supply written documentation that the RAP originated from routes or airfields under federal, state, or local agency jurisdiction. (b)Reclaimed Asphalt Shingles (RAS). Reclaimed asphalt shingles (RAS). RAS is from the processing and grinding of preconsumer or post-consumer shingles. RAS shall be a clean and uniform material with a maximum of 0.5 percent unacceptable material, as defined in Central Bureau of Materials Policy Memorandum, “Reclaimed Asphalt Shingle (RAS) Sources”, by weight of RAS. All RAS used shall come from a Central Bureau of Materials approved processing facility where it shall be ground and processed to 100 percent passing the 3/8 in. (9.5 mm) sieve and 90 percent passing the #4 (4.75 mm) sieve. RAS shall meet the testing requirements specified herein. In addition, RAS shall meet the following Type 1 or Type 2 requirements. (1)Type 1. Type 1 RAS shall be processed, preconsumer asphalt shingles salvaged from the manufacture of residential asphalt roofing shingles. (2)Type 2. Type 2 RAS shall be processed post-consumer shingles only, salvaged from residential, or four unit or less dwellings not subject to the National Emission Standards for Hazardous Air Pollutants (NESHAP). 1031.02 Stockpiles. RAP and RAS stockpiles shall be according to the following. (a)RAP Stockpiles. The Contractor shall construct individual, sealed RAP stockpiles meeting one of the following definitions. Additional processed RAP (FRAP) shall be stockpiled in a separate working pile, as designated in the QC Plan, and only added to the sealed stockpile when test results for the working pile are complete and are found to meet tolerances specified herein for the original sealed FRAP stockpile. Stockpiles shall be sufficiently separated to prevent intermingling at the base. All stockpiles (including unprocessed RAP and FRAP) shall be identified by signs indicating the type as listed below (i.e. “Non- Quality, FRAP -#4 or Type 2 RAS”, etc…). (1)Fractionated RAP (FRAP). FRAP shall consist of RAP from Class I, HMA (High and Low ESAL) or equivalent mixtures. The coarse aggregate in FRAP shall be crushed aggregate and may represent more than one aggregate type and/or quality, but shall be at least C quality. All FRAP shall be processed prior to testing and sized into fractions with the separation occurring on or between the #4 (4.75 mm) and 1/2 in. (12.5 mm) sieves. Agglomerations shall be minimized such that 100 percent of the RAP in the coarse fraction shall pass the maximum sieve size specified for the mixture composition of the mix design. (2)Restricted FRAP (B quality) stockpiles shall consist of RAP from Class I, HMA (High ESAL), or HMA (High ESAL). If approved by the Engineer, the aggregate from a maximum 3.0 in. (75 mm) single combined pass of surface/binder milling will be classified as B quality. All millings from this application will be processed into FRAP as described previously. (3)Conglomerate. Conglomerate RAP stockpiles shall consist of RAP from Class I, HMA (High and Low ESAL) or equivalent mixtures. The coarse aggregate in this RAP shall be crushed aggregate and may represent more than one aggregate type and/or quality, but shall be at least C quality. This RAP may have an inconsistent gradation and/or asphalt binder content prior to processing. All conglomerate RAP shall be processed (FRAP) prior to testing. Conglomerate RAP stockpiles shall not contain steel slag or other expansive material as determined by the Department. (4)Conglomerate “D” Quality (DQ). Conglomerate DQ RAP stockpiles shall consist of RAP from HMA shoulders, bituminous stabilized subbases or HMA (Low ESAL)/HMA (Low ESAL) IL-19.0L binder mixture. The coarse aggregate in this RAP may be crushed or round but shall be at least D quality. This RAP may have an inconsistent gradation and/or asphalt binder content. Conglomerate DQ RAP stockpiles shall not contain steel slag or other expansive material as determined by the Department. (5)Non-Quality. RAP stockpiles that do not meet the requirements of the stockpile categories listed above shall be classified as “Non-Quality”. RAP or FRAP containing contaminants, such as earth, brick, sand, concrete, sheet asphalt, bituminous surface treatment (i.e. chip seal), pavement fabric, joint sealants, plant cleanout etc., will be unacceptable unless the contaminants are removed to the satisfaction of the Engineer. Sheet asphalt shall be stockpiled separately. (b)RAS Stockpiles. Type 1 and Type 2 RAS shall be stockpiled separately and shall be sufficiently separated to prevent intermingling at the base. Each stockpile shall be signed indicating what type of RAS is present. However, a RAS source may submit a written request to the Department for approval to blend mechanically a specified ratio of Type 1 RAS with Type 2 RAS. The source will not be permitted to change the ratio of the blend without the Department prior written approval. The Engineer’s written approval will be required, to mechanically blend RAS with any fine aggregate produced under the AGCS, up to an equal weight of RAS, to improve workability. The fine aggregate shall be “B Quality” or better from an approved Aggregate Gradation Control System source. The fine aggregate shall be one that is approved for use in the HMA mixture and accounted for in the mix design and during HMA production. Records identifying the shingle processing facility supplying the RAS, RAS type, and lot number shall be maintained by project contract number and kept for a minimum of three years. 1031.03 Testing. FRAP and RAS testing shall be according to the following. (a)FRAP Testing. When used in HMA, the FRAP shall be sampled and tested either during processing or after stockpiling. It shall also be sampled during HMA production. (1)During Stockpiling. For testing during stockpiling, washed extraction samples shall be run at the minimum frequency of one sample per 500 tons (450 metric tons) for the first 2000 tons (1800 metric tons) and one sample per 2000 tons (1800 metric tons) thereafter. A minimum of five tests shall be required for stockpiles less than 4000 tons (3600 metric tons). (2) Incoming Material. For testing as incoming material, washed extraction samples shall be run at a minimum frequency of one sample per 2000 tons (1800 metric tons) or once per week, whichever comes first. (3) After Stockpiling. For testing after stockpiling, the Contractor shall submit a plan for approval to the District proposing a satisfactory method of sampling and testing the RAP/FRAP pile either in-situ or by restockpiling. The sampling plan shall meet the minimum frequency required above and detail the procedure used to obtain representative samples throughout the pile for testing. Before extraction, each field sample of FRAP, shall be split to obtain two samples of test sample size. One of the two test samples from the final split shall be labeled and stored for Department use. The Contractor shall extract the other test sample according to Department procedure. The Engineer reserves the right to test any sample (split or Department-taken) to verify Contractor test results. (b) RAS Testing. RAS shall be sampled and tested during stockpiling according to Central Bureau of Materials Policy Memorandum, “Reclaimed Asphalt Shingle (RAS) Sources”. The Contractor shall also sample as incoming material at the HMA plant. (1) During Stockpiling. Washed extraction and testing for unacceptable materials shall be run at the minimum frequency of one sample per 200 tons (180 metric tons) for the first 1000 tons (900 metric tons) and one sample per 1000 tons (900 metric tons) thereafter. A minimum of five samples are required for stockpiles less than 1000 tons (900 metric tons). Once a ≤ 1000 ton (900 metric ton), five-sample/test stockpile has been established it shall be sealed. Additional incoming RAS shall be in a separate working pile as designated in the Quality Control plan and only added to the sealed stockpile when the test results of the working pile are complete and are found to meet the tolerances specified herein for the original sealed RAS stockpile. (2) Incoming Material. For testing as incoming material at the HMA plant, washed extraction shall be run at the minimum frequency of one sample per 250 tons (227 metric tons). A minimum of five samples are required for stockpiles less than 1000 tons (900 metric tons). The incoming material test results shall meet the tolerances specified herein. The Contractor shall obtain and make available all test results from start of the initial stockpile sampled and tested at the shingle processing facility in accordance with the facility’s QC Plan. Before extraction, each field sample shall be split to obtain two samples of test sample size. One of the two test samples from the final split shall be labeled and stored for Department use. The Contractor shall extract the other test sample according to Department procedures. The Engineer reserves the right to test any sample (split or Department-taken) to verify Contractor test results. 1031.04 Evaluation of Tests. Evaluation of test results shall be according to the following. (a) Evaluation of FRAP Test Results. All test results shall be compiled to include asphalt binder content, gradation and, when applicable (for slag), G mm . A five test average of results from the original pile will be used in the mix designs. Individual extraction test results run thereafter, shall be compared to the average used for the mix design, and will be accepted if within the tolerances listed below. Parameter FRAP No. 4 (4.75 mm) ± 6 % No. 8 (2.36 mm) ± 5 % No. 30 (600 µm) ± 5 % No. 200 (75 µm) ± 2.0 % Asphalt Binder ± 0.3 % G mm ± 0.03 1/ 1/ For stockpile with slag or steel slag present as determined in the current Manual of Test Procedures Appendix B 21, “Determination of Reclaimed Asphalt Pavement Aggregate Bulk Specific Gravity”. If any individual sieve and/or asphalt binder content tests are out of the above tolerances when compared to the average used for the mix design, the FRAP stockpile shall not be used in Hot-Mix Asphalt unless the FRAP representing those tests is removed from the stockpile. All test data and acceptance ranges shall be sent to the District for evaluation. The Contractor shall maintain a representative moving average of five tests to be used for Hot-Mix Asphalt production. With the approval of the Engineer, the ignition oven may be substituted for extractions according to the ITP, “Calibration of the Ignition Oven for the Purpose of Characterizing Reclaimed Asphalt Pavement (RAP)” or Illinois Modified AASHTO T- 164-11, Test Method A. (b) Evaluation of RAS Test Results. All of the test results, with the exception of percent unacceptable materials, shall be compiled and averaged for asphalt binder content and gradation. A five test average of results from the original pile will be used in the mix designs. Individual test results run thereafter, when compared to the average used for the mix design, will be accepted if within the tolerances listed below. Parameter RAS No. 8 (2.36 mm) ± 5 % No. 16 (1.18 mm) ± 5 % No. 30 (600 µm) ± 4 % No. 200 (75 µm) ± 2.5 % Asphalt Binder Content ± 2.0 % If any individual sieve and/or asphalt binder content tests are out of the above tolerances when compared to the average used for the mix design, the RAS shall not be used in Hot-Mix Asphalt unless the RAS representing those tests is removed from the stockpile. All test data and acceptance ranges shall be sent to the District for evaluation. (c) Quality Assurance by the Engineer. The Engineer may witness the sampling and splitting conduct assurance tests on split samples taken by the Contractor for quality control testing a minimum of once a month. The overall testing frequency will be performed over the entire range of Contractor samples for asphalt binder content and gradation. The Engineer may select any or all split samples for assurance testing. The test results will be made available to the Contractor as soon as they become available. The Engineer will notify the Contractor of observed deficiencies. Differences between the Contractor’s and the Engineer’s split sample test results will be considered acceptable if within the following limits. Test Parameter Acceptable Limits of Precision % Passing:1/ FRAP RAS 1/2 in. 5.0% No. 4 5.0% No. 8 3.0% 4.0% No. 30 2.0% 4.0% No. 200 2.2% 4.0% Asphalt Binder Content 0.3% 3.0% G mm 0.030 1/ Based on washed extraction. In the event comparisons are outside the above acceptable limits of precision, the Engineer will immediately investigate. (d) Acceptance by the Engineer. Acceptable of the material will be based on the validation of the Contractor’s quality control by the assurance process. 1031.05 Quality Designation of Aggregate in RAP and FRAP. (a) RAP. The aggregate quality of the RAP for homogeneous, conglomerate, and conglomerate “D” quality stockpiles shall be set by the lowest quality of coarse aggregate in the RAP stockpile and are designated as follows. (1) RAP from Class I, HMA (High ESAL), or (Low ESAL) IL-9.5L surface mixtures are designated as containing Class B quality coarse aggregate. (2) RAP from HMA (Low ESAL) IL-19.0L binder mixture is designated as Class D quality coarse aggregate. (3) RAP from Class I, HMA (High ESAL) binder mixtures, bituminous base course mixtures, and bituminous base course widening mixtures are designated as containing Class C quality coarse aggregate. (4) RAP from bituminous stabilized subbase and BAM shoulders are designated as containing Class D quality coarse aggregate. (b) FRAP. If the Engineer has documentation of the quality of the FRAP aggregate, the Contractor shall use the assigned quality provided by the Engineer. If the quality is not known, the quality shall be determined as follows. Fractionated RAP stockpiles containing plus #4 (4.75 mm) sieve coarse aggregate shall have a maximum tonnage of 5,000 tons (4,500 metric tons). The Contractor shall obtain a representative sample witnessed by the Engineer. The sample shall be a minimum of 50 lb (25 kg). The sample shall be extracted according to Illinois Modified AASHTO T 164 by a consultant laboratory prequalified by the Department for the specified testing. The consultant laboratory shall submit the test results along with the recovered aggregate to the District Office. The cost for this testing shall be paid by the Contractor. The District will forward the sample to the Central Bureau of Materials Aggregate Lab for MicroDeval Testing, according to ITP 327. A maximum loss of 15.0 percent will be applied for all HMA applications. The fine aggregate portion of the fractionated RAP shall not be used in any HMA mixtures that require a minimum of “B” quality aggregate or better, until the coarse aggregate fraction has been determined to be acceptable thru a MicroDeval Testing. 1031.06 Use of FRAP and/or RAS in HMA. The use of FRAP and/or RAS shall be the Contractor’s option when constructing HMA in all contracts. (a) FRAP. The use of FRAP in HMA shall be as follows. (1) Coarse Aggregate Size (after extraction). The coarse aggregate in all FRAP shall be equal to or less than the nominal maximum size requirement for the HMA mixture to be produced. (2) Steel Slag Stockpiles. FRAP stockpiles containing steel slag or other expansive material, as determined by the Department, shall be homogeneous and will be approved for use in HMA (High ESAL and Low ESAL) mixtures regardless of lift or mix type. (3) Use in HMA Surface Mixtures (High and Low ESAL). FRAP stockpiles for use in HMA surface mixtures (High and Low ESAL) shall have coarse aggregate that is Class B quality or better. FRAP shall be considered equivalent to limestone for frictional considerations unless produced/screened to minus 3/8 inch. (4) Use in HMA Binder Mixtures (High and Low ESAL), HMA Base Course, and HMA Base Course Widening. FRAP stockpiles for use in HMA binder mixtures (High and Low ESAL), HMA base course, and HMA base course widening shall be FRAP in which the coarse aggregate is Class C quality or better. (5) Use in Shoulders and Subbase. FRAP stockpiles for use in HMA shoulders and stabilized subbase (HMA) shall be FRAP, Restricted FRAP, conglomerate, or conglomerate DQ. (b) RAS. RAS meeting Type 1 or Type 2 requirements will be permitted in all HMA applications as specified herein. (c) FRAP and/or RAS Usage Limits. Type 1 or Type 2 RAS may be used alone or in conjunction with FRAP in HMA mixtures up to a maximum of 5.0 percent by weight of the total mix. When FRAP is used alone or FRAP is used in conjunction with RAS, the percent of virgin asphalt binder replacement (ABR) shall not exceed the amounts listed below for a given N Design. Maximum Asphalt Binder Replacement (ABR) for FRAP with RAS Combination HMA Mixtures 1/ 2/ 4/ Maximum % ABR Ndesign Binder 5/ Surface 5/ Polymer Modified 3/ 30L 50 40 30 50 40 35 30 70 40 30 30 90 40 30 30 SMA 30 IL-4.75 40 1/ For Low ESAL HMA shoulder and stabilized subbase, the percent asphalt binder replacement shall not exceed 50 % of the total asphalt binder in the mixture. 2/ When the binder replacement exceeds 15 % for all mixes, except for SMA and IL-4.75, the high and low virgin asphalt binder grades shall each be reduced by one grade (i.e. 25 % binder replacement using a virgin asphalt binder grade of PG64-22 will be reduced to a PG58-28). When constructing full depth HMA and the ABR is less than 15 %, the required virgin asphalt binder grade shall be PG64- 28. 3/ When the ABR for SMA or IL-4.75 is 15 % or less, the required virgin asphalt binder shall be SBS PG76-22 and the elastic recovery shall be a minimum of 80. When the ABR for SMA or IL- 4.75 exceeds 15%, the virgin asphalt binder grade shall be SBS PG70-28 and the elastic recovery shall be a minimum of 80. 4/ When FRAP or RAS is used alone, the maximum percent asphalt binder replacement designated on the table shall be reduced by 10 %. 5/ When the mix has Illinois Flexibility Index Test (I-FIT) requirements, the maximum percent asphalt binder replacement designated on the table may be increased by 5%. 1031.07 HMA Mix Designs. At the Contractor’s option, HMA mixtures may be constructed utilizing FRAP and/or RAS material meeting the detailed requirements specified herein. (a)FRAP and/or RAS. FRAP and /or RAS mix designs shall be submitted for verification. If additional FRAP or RAS stockpiles are tested and found to be within tolerance, as defined under “Evaluation of Tests” herein, and meet all requirements herein, the additional FRAP or RAS stockpiles may be used in the original design at the percent previously verified. (b) RAS. Type 1 and Type 2 RAS are not interchangeable in a mix design. The RAP, FRAP and RAS stone specific gravities (G sb ) shall be according to the “Determination of Aggregate Bulk (Dry) Specific Gravity (G sb ) of Reclaimed Asphalt Pavement (RAP) and Reclaimed Asphalt Shingles (RAS)” procedure in the Department’s Manual of Test Procedures for Materials. 1031.08 HMA Production. HMA production utilizing FRAP and/or RAS shall be as follows. A scalping screen, gator, crushing unit, or comparable sizing device approved by the Engineer shall be used in the RAS and FRAP feed system to remove or reduce oversized and agglomerated material. If during mix production, corrective actions fail to maintain FRAP, RAS or QC/QA test results within control tolerances or the requirements listed herein, the Contractor shall cease production of the mixture containing FRAP or RAS and conduct an investigation that may require a new mix design. (a)FRAP. The coarse aggregate in all FRAP used shall be equal to or less than the nominal maximum size requirement for the HMA mixture being produced. (b) RAS. RAS shall be incorporated into the HMA mixture either by a separate weight depletion system or by using the RAP weigh belt. Either feed system shall be interlocked with the aggregate feed or weigh system to maintain correct proportions for all rates of production and batch sizes. The portion of RAS shall be controlled accurately to within ± 0.5 percent of the amount of RAS utilized. When using the weight depletion system, flow indicators or sensing devices shall be provided and interlocked with the plant controls such that the mixture production is halted when RAS flow is interrupted. (c)HMA Plant Requirements. HMA plants utilizing FRAP and/or RAS shall be capable of automatically recording and printing the following information. (1)Dryer Drum Plants. a.Date, month, year, and time to the nearest minute for each print. b.HMA mix number assigned by the Department. c.Accumulated weight of dry aggregate (combined or individual) in tons (metric tons) to the nearest 0.1 ton (0.1 metric ton). d.Accumulated dry weight of RAS and FRAP in tons (metric tons) to the nearest 0.1 ton (0.1 metric ton). e.Accumulated mineral filler in revolutions, tons (metric tons), etc. to the nearest 0.1 unit. f.Accumulated asphalt binder in gallons (liters), tons (metric tons), etc. to the nearest 0.1 unit. g.Residual asphalt binder in the RAS and FRAP material as a percent of the total mix to the nearest 0.1 percent. h.Aggregate RAS and FRAP moisture compensators in percent as set on the control panel. (Required when accumulated or individual aggregate and RAS and FRAP are printed in wet condition.) i.When producing mixtures with FRAP and/or RAS, a positive dust control system shall be utilized. j.Accumulated mixture tonnage. k.Dust Removed (accumulated to the nearest 0.1 ton (0.1 metric ton)) (2)Batch Plants. a.Date, month, year, and time to the nearest minute for each print. b.HMA mix number assigned by the Department. c.Individual virgin aggregate hot bin batch weights to the nearest pound (kilogram). d.Mineral filler weight to the nearest pound (kilogram). e.RAS and FRAP weight to the nearest pound (kilogram). f.Virgin asphalt binder weight to the nearest pound (kilogram). g.Residual asphalt binder in the RAS and FRAP material as a percent of the total mix to the nearest 0.1 percent. The printouts shall be maintained in a file at the plant for a minimum of one year or as directed by the Engineer and shall be made available upon request. The printing system will be inspected by the Engineer prior to production and verified at the beginning of each construction season thereafter. 1031.09 RAP in Aggregate Surface Course and Aggregate Wedge Shoulders, Type B.The use of RAP in aggregate surface course and aggregate shoulders shall be as follows. (a) Stockpiles and Testing. RAP stockpiles may be any of those listed in Article 1031.02, except “Non-Quality” and “FRAP”. The testing requirements of Article 1031.03 shall not apply. RAP used shall be according to the current Central Bureau of Materials Policy Memorandum, “Reclaimed Asphalt Pavement (RAP) for Aggregate Applications”. (b)Gradation. The RAP material shall meet the gradation requirements for CA 6 according to Article 1004.01(c), except the requirements for the minus No. 200 (75 µm) sieve shall not apply. The sample for the RAP material shall be air dried to constant weight prior to being tested for gradation.” BDE SPECIAL PROVISIONS For the July 31, 2020 and September 18, 2020 Lettings The following special provisions indicated by a “check mark” are applicable to this contract and will be included by the Project Coordination and Implementation Section of the BD&E. An * indicates a new or revised special provision for the letting. File Name # Special Provision Title Effective Revised 80099 1 Accessible Pedestrian Signals (APS) April 1, 2003 April 1, 2020 80274 2 Aggregate Subgrade Improvement April 1, 2012 April 1, 2016 80192 3 Automated Flagger Assistance Device Jan. 1, 2008 80173 4 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80426 5 Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 80241 6 Bridge Demolition Debris July 1, 2009 5026I 7 Building Removal-Case I (Non-Friable and Friable Asbestos) Sept. 1, 1990 April 1, 2010 5048I 8 Building Removal-Case II (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010 5049I 9 Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010 5053I 10 Building Removal-Case IV (No Asbestos) Sept. 1, 1990 April 1, 2010 80425 11 Cape Seal Jan. 1, 2020 80384 12 Compensable Delay Costs June 2, 2017 April 1, 2019 80198 13 Completion Date (via calendar days) April 1, 2008 80199 14 Completion Date (via calendar days) Plus Working Days April 1, 2008 80293 15 Concrete Box Culverts with Skews > 30 Degrees and April 1, 2012 July 1, 2016 Design Fills ≤ 5 Feet 80311 16 Concrete End Sections for Pipe Culverts Jan. 1, 2013 April 1, 2016 80277 17 Concrete Mix Design – Department Provided Jan. 1, 2012 April 1, 2016 80261 18 Construction Air Quality – Diesel Retrofit June 1, 2010 Nov. 1, 2014 80387 19 Contrast Preformed Plastic Pavement Marking Nov. 1, 2017 80029 20 Disadvantaged Business Enterprise Participation Sept. 1, 2000 March 2, 2019 80402 21 Disposal Fees Nov. 1, 2018 80378 22 Dowel Bar Inserter Jan. 1, 2017 Jan. 1, 2018 80405 23 Elastomeric Bearings Jan. 1, 2019 80421 24 Electric Service Installation Jan. 1, 2020 80415 25 Emulsified Asphalts Aug. 1, 2019 80423 26 Engineer’s Field Office and Laboratory Jan. 1, 2020 80388 27 Equipment Parking and Storage Nov. 1, 2017 80229 28 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80417 29 Geotechnical Fabric for Pipe Underdrains and French Drains Nov. 1, 2019 80420 30 Geotextile Retaining Walls Nov. 1, 2019 80304 31 Grooving for Recessed Pavement Markings Nov. 1, 2012 Nov. 1, 2017 80422 32 High Tension Cable Median Barrier Reflectors Jan. 1, 2020 80416 33 Hot-Mix Asphalt – Binder and Surface Course July 2, 2019 Nov. 1, 2019 80398 34 Hot-Mix Asphalt – Longitudinal Joint Sealant Aug. 1, 2018 Nov. 1, 2019 80406 35 Hot-Mix Asphalt – Mixture Design Verification and Production Jan. 1, 2019 Jan. 2, 2020 (Modified for I-FIT Data Collection) 80347 36 Hot-Mix Asphalt – Pay for Performance Using Percent Nov. 1, 2014 July 2, 2019 Within Limits – Jobsite Sampling 80383 37 Hot-Mix Asphalt – Quality Control for Performance April 1, 2017 July 2, 2019 80411 38 Luminaires, LED April 1, 2019 80393 39 Manholes, Valve Vaults, and Flat Slab Tops Jan. 1, 2018 March 1, 2019 80045 40 Material Transfer Device June 15, 1999 Aug. 1, 2014 80418 41 Mechanically Stabilized Earth Retaining Walls Nov. 1, 2019 80424 42 Micro-Surfacing and Slurry Sealing Jan. 1, 2020 80428 43 Mobilization April 1, 2020 80165 44 Moisture Cured Urethane Paint System Nov. 1, 2006 Jan. 1, 2010 80412 45 Obstruction Warning Luminaires, LED Aug. 1, 2019 80349 46 Pavement Marking Blackout Tape Nov. 1, 2014 April 1, 2016 80371 47 Pavement Marking Removal July 1, 2016 80389 48 Portland Cement Concrete Nov. 1, 2017 *80430 49 Portland Cement Concrete – Haul Time July 1, 2020 80359 50 Portland Cement Concrete Bridge Deck Curing April 1, 2015 Nov. 1, 2019 *80431 51 Portland Cement Concrete Pavement Patching July 1, 2020 *80432 52 Portland Cement Concrete Pavement Placement July 1, 2020 80300 53 Preformed Plastic Pavement Marking Type D - Inlaid April 1, 2012 April 1, 2016 3426I 54 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006 80157 55 Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006 80306 56 Reclaimed Asphalt Pavement (RAP) and Reclaimed Nov. 1, 2012 Jan. 2, 2020 Asphalt Shingles (RAS) 80407 57 Removal and Disposal of Regulated Substances Jan. 1, 2019 Jan. 1, 2020 80419 58 Silt Fence, Inlet Filters, Ground Stabilization and Riprap Filter Fabric Nov. 1, 2019 April 1, 2020 80395 59 Sloped Metal End Section for Pipe Culverts Jan. 1, 2018 80340 60 Speed Display Trailer April 2, 2014 Jan. 1, 2017 80127 61 Steel Cost Adjustment April 2, 2004 Aug. 1, 2017 80408 62 Steel Plate Beam Guardrail Manufacturing Jan. 1, 2019 80413 63 Structural Timber Aug. 1, 2019 80397 64 Subcontractor and DBE Payment Reporting April 2, 2018 80391 65 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80317 66 Surface Testing of Hot-Mix Asphalt Overlays Jan. 1, 2013 Aug. 1, 2019 80298 67 Temporary Pavement Marking April 1, 2012 April 1, 2017 80403 68 Traffic Barrier Terminal, Type 1 Special Nov. 1, 2018 80409 69 Traffic Control Devices - Cones Jan. 1, 2019 80410 70 Traffic Spotters Jan. 1, 2019 20338 71 Training Special Provisions Oct. 15, 1975 80318 72 Traversable Pipe Grate for Concrete End Sections Jan. 1, 2013 Jan. 1, 2018 80429 73 Ultra-Thin Bonded Wearing Course April 1, 2020 80288 74 Warm Mix Asphalt Jan. 1, 2012 April 1, 2016 80302 75 Weekly DBE Trucking Reports June 2, 2012 April 2, 2015 80414 76 Wood Fence Sight Screen Aug. 1, 2019 April 1, 2020 80427 77 Work Zone Traffic Control Devices Mar. 2, 2020 80071 78 Working Days Jan. 1, 2002 The following special provisions are in the 2020 Supplemental Specifications and Recurring Special Provisions. File Name Special Provision Title New Location(s) Effective Revised 80404 Coarse Aggregate Quality for Micro-Surfacing and Cape Seals Article 1004.01(b) Jan. 1, 2019 80392 Lights on Barricades Articles 701.16, 701.17(c)(2) & 603.07 Jan. 1, 2018 80336 Longitudinal Joint and Crack Patching Check Sheet #36 April 1, 2014 April 1, 2016 80400 Mast Arm Assembly and Pole Article 1077.03(b) Aug. 1, 2018 80394 Metal Flared End Section for Pipe Culverts Articles 542.07(c) and 542.11 Jan. 1, 2018 April 1, 2018 80390 Payments to Subcontractors Article 109.11 Nov. 2, 2017 The following special provisions have been deleted from use. File Name Special Provision Title Effective Revised 80328 Progress Payments Nov. 2, 2013 The following special provisions require additional information from the designer. The additional information needs to be submitted as a separate document. The Project Coordination and Implementation section will then include the information in the applicable special provision. •Bridge Demolition Debris •Building Removal-Case IV •Material Transfer Device •Building Removal - Case I •Completion Date •Railroad Protective Liability Insurance •Building Removal – Case II •Completion Date Plus Working Days •Training Special Provisions •Building Removal - Case III •DBE Participation •Working Days COMPENSABLE DELAY COSTS (BDE) Effective: June 2, 2017 Revised: April 1, 2019 Revise Article 107.40(b) of the Standard Specifications to read: “ (b) Compensation. Compensation will not be allowed for delays, inconveniences, or damages sustained by the Contractor from conflicts with facilities not meeting the above definition; or if a conflict with a utility in an unanticipated location does not cause a shutdown of the work or a documentable reduction in the rate of progress exceeding the limits set herein. The provisions of Article 104.03 notwithstanding, compensation for delays caused by a utility in an unanticipated location will be paid according to the provisions of this Article governing minor and major delays or reduced rate of production which are defined as follows. (1)Minor Delay. A minor delay occurs when the work in conflict with the utility in an unanticipated location is completely stopped for more than two hours, but not to exceed two weeks. (2)Major Delay. A major delay occurs when the work in conflict with the utility in an unanticipated location is completely stopped for more than two weeks. (3)Reduced Rate of Production Delay. A reduced rate of production delay occurs when the rate of production on the work in conflict with the utility in an unanticipated location decreases by more than 25 percent and lasts longer than seven calendar days.” Revise Article 107.40(c) of the Standard Specifications to read: “ (c) Payment. Payment for Minor, Major, and Reduced Rate of Production Delays will be made as follows. (1)Minor Delay. Labor idled which cannot be used on other work will be paid for according to Article 109.04(b)(1) and (2) for the time between start of the delay and the minimum remaining hours in the work shift required by the prevailing practice in the area. Equipment idled which cannot be used on other work, and which is authorized to standby on the project site by the Engineer, will be paid for according to Article 109.04(b)(4). (2)Major Delay. Labor will be the same as for a minor delay. Equipment will be the same as for a minor delay, except Contractor-owned equipment will be limited to two weeks plus the cost of move-out to either the Contractor’s yard or another job and the cost to re-mobilize, whichever is less. Rental equipment may be paid for longer than two weeks provided the Contractor presents adequate support to the Department (including lease agreement) to show retaining equipment on the job is the most economical course to follow and in the public interest. (3) Reduced Rate of Production Delay. The Contractor will be compensated for the reduced productivity for labor and equipment time in excess of the 25 percent threshold for that portion of the delay in excess of seven calendar days. Determination of compensation will be in accordance with Article 104.02, except labor and material additives will not be permitted. Payment for escalated material costs, escalated labor costs, extended project overhead, and extended traffic control will be determined according to Article 109.13.” Revise Article 108.04(b) of the Standard Specifications to read: “ (b) No working day will be charged under the following conditions. (1) When adverse weather prevents work on the controlling item. (2) When job conditions due to recent weather prevent work on the controlling item. (3) When conduct or lack of conduct by the Department or its consultants, representatives, officers, agents, or employees; delay by the Department in making the site available; or delay in furnishing any items required to be furnished to the Contractor by the Department prevents work on the controlling item. (4) When delays caused by utility or railroad adjustments prevent work on the controlling item. (5) When strikes, lock-outs, extraordinary delays in transportation, or inability to procure critical materials prevent work on the controlling item, as long as these delays are not due to any fault of the Contractor. (6) When any condition over which the Contractor has no control prevents work on the controlling item.” Revise Article 109.09(f) of the Standard Specifications to read: “ (f) Basis of Payment. After resolution of a claim in favor of the Contractor, any adjustment in time required for the work will be made according to Section 108. Any adjustment in the costs to be paid will be made for direct labor, direct materials, direct equipment, direct jobsite overhead, direct offsite overhead, and other direct costs allowed by the resolution. Adjustments in costs will not be made for interest charges, loss of anticipated profit, undocumented loss of efficiency, home office overhead and unabsorbed overhead other than as allowed by Article 109.13, lost opportunity, preparation of claim expenses and other consequential indirect costs regardless of method of calculation. The above Basis of Payment is an essential element of the contract and the claim cost recovery of the Contractor shall be so limited.” Add the following to Section 109 of the Standard Specifications. “ 109.13 Payment for Contract Delay. Compensation for escalated material costs, escalated labor costs, extended project overhead, and extended traffic control will be allowed when such costs result from a delay meeting the criteria in the following table. Contract Type Cause of Delay Length of Delay Working Days Article 108.04(b)(3) or Article 108.04(b)(4) No working days have been charged for two consecutive weeks. Completion Date Article 108.08(b)(1) or Article 108.08(b)(7) The Contractor has been granted a minimum two week extension of contract time, according to Article 108.08. Payment for each of the various costs will be according to the following. (a) Escalated Material and/or Labor Costs. When the delay causes work, which would have otherwise been completed, to be done after material and/or labor costs have increased, such increases will be paid. Payment for escalated material costs will be limited to the increased costs substantiated by documentation furnished by the Contractor. Payment for escalated labor costs will be limited to those items in Article 109.04(b)(1) and (2), except the 35 percent and 10 percent additives will not be permitted. (b) Extended Project Overhead. For the duration of the delay, payment for extended project overhead will be paid as follows. (1) Direct Jobsite and Offsite Overhead. Payment for documented direct jobsite overhead and documented direct offsite overhead, including onsite supervisory and administrative personnel, will be allowed according to the following table. Original Contract Amount Supervisory and Administrative Personnel Up to $5,000,000 One Project Superintendent Over $ 5,000,000 - up to $25,000,000 One Project Manager, One Project Superintendent or Engineer, and One Clerk Over $25,000,000 - up to $50,000,000 One Project Manager, One Project Superintendent, One Engineer, and One Clerk Over $50,000,000 One Project Manager, Two Project Superintendents, One Engineer, and One Clerk (2)Home Office and Unabsorbed Overhead. Payment for home office and unabsorbed overhead will be calculated as 8 percent of the total delay cost. (c)Extended Traffic Control. Traffic control required for an extended period of time due to the delay will be paid for according to Article 109.04. When an extended traffic control adjustment is paid under this provision, an adjusted unit price as provided for in Article 701.20(a) for increase or decrease in the value of work by more than ten percent will not be paid. Upon payment for a contract delay under this provision, the Contractor shall assign subrogation rights to the Department for the Department’s efforts of recovery from any other party for monies paid by the Department as a result of any claim under this provision. The Contractor shall fully cooperate with the Department in its efforts to recover from another party any money paid to the Contractor for delay damages under this provision.” 80384 CONSTRUCTION AIR QUALITY – DIESEL RETROFIT (BDE) Effective: June 1, 2010 Revised: November 1, 2014 The reduction of emissions of particulate matter (PM) for off-road equipment shall be accomplished by installing retrofit emission control devices. The term “equipment” refers to diesel fuel powered devices rated at 50 hp and above, to be used on the jobsite in excess of seven calendar days over the course of the construction period on the jobsite (including rental equipment). Contractor and subcontractor diesel powered off-road equipment assigned to the contract shall be retrofitted using the phased in approach shown below. Equipment that is of a model year older than the year given for that equipment’s respective horsepower range shall be retrofitted: Effective Dates Horsepower Range Model Year June 1, 2010 1/600-749 2002 750 and up 2006 June 1, 2011 2/100-299 2003 300-599 2001 600-749 2002 750 and up 2006 June 1, 2012 2/50-99 2004 100-299 2003 300-599 2001 600-749 2002 750 and up 2006 1/ Effective dates apply to Contractor diesel powered off-road equipment assigned to the contract. 2/ Effective dates apply to Contractor and subcontractor diesel powered off-road equipment assigned to the contract. The retrofit emission control devices shall achieve a minimum PM emission reduction of 50 percent and shall be: a)Included on the U.S. Environmental Protection Agency (USEPA) Verified Retrofit Technology List (http://www.epa.gov/cleandiesel/verification/verif-list.htm), or verified by the California Air Resources Board (CARB) (http://www.arb.ca.gov/diesel/verdev/vt/cvt.htm); or b) Retrofitted with a non-verified diesel retrofit emission control device if verified retrofit emission control devices are not available for equipment proposed to be used on the project, and if the Contractor has obtained a performance certification from the retrofit device manufacturer that the emission control device provides a minimum PM emission reduction of 50 percent. Note: Large cranes (Crawler mounted cranes) which are responsible for critical lift operations are exempt from installing retrofit emission control devices if such devices adversely affect equipment operation. Diesel powered off-road equipment with engine ratings of 50 hp and above, which are unable to be retrofitted with verified emission control devices or if performance certifications are not available which will achieve a minimum 50 percent PM reduction, may be granted a waiver by the Department if documentation is provided showing good faith efforts were made by the Contractor to retrofit the equipment. Construction shall not proceed until the Contractor submits a certified list of the diesel powered off-road equipment that will be used, and as necessary, retrofitted with emission control devices. The list(s) shall include (1) the equipment number, type, make, Contractor/rental company name; and (2) the emission control devices make, model, USEPA or CARB verification number, or performance certification from the retrofit device manufacturer. Equipment reported as fitted with emissions control devices shall be made available to the Engineer for visual inspection of the device installation, prior to being used on the jobsite. The Contractor shall submit an updated list of retrofitted off-road construction equipment as retrofitted equipment changes or comes on to the jobsite. The addition or deletion of any diesel powered equipment shall be included on the updated list. If any diesel powered off-road equipment is found to be in non-compliance with any portion of this special provision, the Engineer will issue the Contractor a diesel retrofit deficiency deduction. Any costs associated with retrofitting any diesel powered off-road equipment with emission control devices shall be considered as included in the contract unit prices bid for the various items of work involved and no additional compensation will be allowed. The Contractor's compliance with this notice and any associated regulations shall not be grounds for a claim. Diesel Retrofit Deficiency Deduction When the Engineer determines that a diesel retrofit deficiency exists, a daily monetary deduction will be imposed for each calendar day or fraction thereof the deficiency continues to exist. The calendar day(s) will begin when the time period for correction is exceeded and end with the Engineer's written acceptance of the correction. The daily monetary deduction will be $1,000.00 for each deficiency identified. The deficiency will be based on lack of diesel retrofit emissions control. If a Contractor accumulates three diesel retrofit deficiency deductions for the same piece of equipment in a contract period, the Contractor will be shutdown until the deficiency is corrected. Such a shutdown will not be grounds for any extension of the contract time, waiver of penalties, or be grounds for any claim. 80261 DISPOSAL FEES (BDE) Effective: November 1, 2018 Replace Articles 109.04(b)(5) – 109.04(b)(8) of the Standard Specifications with the following: “ (5) Disposal Fees. When the extra work performed includes paying for disposal fees at a clean construction and demolition debris facility, an uncontaminated soil fill operation or a landfill, the Contractor shall receive, as administrative costs, an amount equal to five percent of the first $10,000 and one percent of any amount over $10,000 of the total approved costs of such fees. (6)Miscellaneous. No additional allowance will be made for general superintendence, the use of small tools, or other costs for which no specific allowance is herein provided. (7)Statements. No payment will be made for work performed on a force account basis until the Contractor has furnished the Engineer with itemized statements of the cost of such force account work. Statements shall be accompanied and supported by invoices for all materials used and transportation charges. However, if materials used on the force account work are not specifically purchased for such work but are taken from the Contractor’s stock, then in lieu of the invoices, the Contractor shall furnish an affidavit certifying that such materials were taken from his/her stock, that the quantity claimed was actually used, and that the price and transportation claimed represent the actual cost to the Contractor. Itemized statements at the cost of force account work shall be detailed as follows. a.Name, classification, date, daily hours, total hours, rate, and extension for each laborer and foreman. Payrolls shall be submitted to substantiate actual wages paid if so requested by the Engineer. b.Designation, dates, daily hours, total hours, rental rate, and extension for each unit of machinery and equipment. c.Quantities of materials, prices and extensions. d.Transportation of materials. e.Cost of property damage, liability and workmen’s compensation insurance premiums, unemployment insurance contributions, and social security tax. (8)Work Performed by an Approved Subcontractor. When extra work is performed by an approved subcontractor, the Contractor shall receive, as administrative costs, an amount equal to five percent of the total approved costs of such work with the minimum payment being $100. (9) All statements of the cost of force account work shall be furnished to the Engineer not later than 60 days after receipt of the Central Bureau of Construction form “Extra W ork Daily Report”. If the statement is not received within the specified time frame, all demands for payment for the extra work are waived and the Department is released from any and all such demands. It is the responsibility of the Contractor to ensure that all statements are received within the specified time regardless of the manner or method of delivery.” 80402 EMULSIFIED ASPHALTS (BDE) Effective: August 1, 2019 Revise Article 1032.06 of the Standard Specifications to read: “1032.06 Emulsified Asphalts. Emulsified asphalts will be accepted according to the current Bureau of Materials Policy Memorandum, “Emulsified Asphalt Acceptance Procedure”. These materials shall be homogeneous and shall show no separation of asphalt after thorough mixing, within 30 days after delivery, provided separation has not been caused by freezing. They shall coat the aggregate being used in the work to the satisfaction of the Engineer and shall be according to the following requirements. (a) Anionic Emulsified Asphalt. Anionic emulsified asphalts RS-1, RS-2, HFRS-2, SS-1h, and SS-1 shall be according to AASHTO M 140, except as follows. (1) The cement mixing test will be waived when the emulsion is being used as a tack coat. (2) The Solubility in Trichloroethylene test according to AASHTO T 44 may be run in lieu of Ash Content and shall meet a minimum of 97.5 percent. (b) Cationic Emulsified Asphalt. Cationic emulsified asphalts CRS-1, CRS-2, CSS-1h, and CSS-1 shall be according to AASHTO M 208, except as follows. (1) The cement mixing test will be waived when the emulsion is being used as a tack coat. (2) The Solubility in Trichloroethylene test according to AASHTO T 44 may be run in lieu of Ash Content and shall meet a minimum of 97.5 percent. (c) High Float Emulsion. High float emulsions HFE-90, HFE-150, and HFE-300 are medium setting and shall be according to the following table. Test HFE-90 HFE-150 HFE-300 Viscosity, Saybolt Furol, at 122 °F (50 °C), (AASHTO T 59), SFS 1/ 50 min. 50 min. 50 min. Sieve Test, No. 20 (850 µm), retained on sieve, (AASHTO T 59), % 0.10 max. 0.10 max. 0.10 max. Storage Stability Test, 1 day, (AASHTO T 59), % 1 max. 1 max. 1 max. Coating Test (All Grades), (AASHTO T 59), 3 minutes stone coated thoroughly Distillation Test, (AASHTO T 59): Residue from distillation test to 500 °F (260 °C), % 65 min. 65 min. 65 min. Oil distillate by volume, % 7 max. 7 max. 7 max. Characteristics of residue from distillation test to 500 °F (260 °C): Penetration at 77 °F (25 °C), (AASHTO T 49), 100 g, 5 sec, dmm 90-150 150-300 300 min. Float Test at 140 °F (60 °C), (AASHTO T 50), sec. 1200 min. 1200 min. 1200 min. 1/ The emulsion shall be pumpable. (d) Penetrating Emulsified Prime. Penetrating Emulsified Prime (PEP) shall be according to AASHTO T 59, except as follows. Test Result Viscosity, Saybolt Furol, at 77 °F (25 °C), SFS 75 max. Sieve test, retained on No. 20 (850 µm) sieve, % 0.10 max. Distillation to 500 °F (260 °C) residue, % 38 min. Oil distillate by volume, % 4 max. The PEP shall be tested according to the current Bureau of Materials Illinois Laboratory Test Procedure (ILTP), "Sand Penetration Test of Penetrating Emulsified Prime (PEP)". The time of penetration shall be equal to or less than that of MC-30. The depth of penetration shall be equal to or greater than that of MC-30. (e) Delete this subparagraph. (f) Polymer Modified Emulsified Asphalt. Polymer modified emulsified asphalts, e.g. SS-1hP, CSS-1hP, CRS-2P (formerly CRSP), CQS-1hP (formerly CSS-1h Latex Modified) and HFRS-2P (formerly HFP) shall be according to AASHTO M 316, except as follows. (1) The cement mixing test will be waived when the polymer modified emulsion is being used as a tack coat. (2) CQS-1hP (formerly CSS-1h Latex Modified) emulsion for micro-surfacing treatments shall use latex as the modifier. (3) Upon examination of the storage stability test cylinder after standing undisturbed for 24 hours, the surface shall show minimal to no white, milky colored substance and shall be a homogenous brown color throughout. (4) The distillation for all polymer modified emulsions shall be performed according to AASHTO T 59, except the temperature shall be 374 ± 9 °F (190 ± 5 °C) to be held for a period of 15 minutes and measured using an ASTM 16F (16C) thermometer. (5) The specified temperature for the Elastic Recovery test for all polymer modified emulsions shall be 50.0 ± 1.0 °F (10.0 ± 0.5 °C). (6) The Solubility in Trichloroethylene test according to AASHTO T 44 may be run in lieu of Ash Content and shall meet a minimum of 97.5 percent. (g) Non-Tracking Emulsified Asphalt. Non-tracking emulsified asphalt NTEA (formerly SS- 1vh) shall be according to the following. Test Requirement Saybolt Viscosity at 77 °F (25 °C), (AASHTO T 59), SFS 20-100 Storage Stability Test, 24 hr, (AASHTO T 59), % 1 max. Residue by Distillation, 500 ± 10 °F (260 ± 5 °C), or Residue by Evaporation, 325 ± 5 °F (163 ± 3 °C), (AASHTO T 59), % 50 min. Sieve Test, No. 20 (850 µm), (AASHTO T 59), % 0.3 max. Tests on Residue from Evaporation Penetration at 77 °F (25 °C), 100 g, 5 sec, (AASHTO T 49), dmm 40 max. Softening Point, (AASHTO T 53), °F (°C) 135 (57) min. Ash Content, (AASHTO T 111), % 1/ 1 max. 1/ The Solubility in Trichloroethylene test according to AASHTO T 44 may be run in lieu of Ash Content and shall meet a minimum of 97.5 percent The different grades are, in general, used for the following. Grade Use SS-1, SS-1h, RS-1, RS-2, CSS-1, CRS-1, CRS-2, CSS-1h, HFE-90, SS-1hP, CSS-1hP, NTEA (formerly SS-1vh) Tack Coat PEP Prime Coat RS-2, HFE-90, HFE-150, HFE-300, CRS-2P (formerly CRSP), HFRS-2P (formerly HFP), CRS-2, HFRS-2 Bituminous Surface Treatment CQS-1hP (formerly CSS-1h Latex Modified) Micro-Surfacing Slurry Sealing Cape Seal” 80415 EQUIPMENT PARKING AND STORAGE (BDE) Effective: November 1, 2017 Replace the first paragraph of Article 701.11 of the Standard Specifications with the following. “ 701.11 Equipment Parking and Storage. During working hours, all vehicles and/or nonoperating equipment which are parked, two hours or less, shall be parked at least 8 ft (2.5 m) from the open traffic lane. For other periods of time during working and for all nonworking hours, all vehicles, materials, and equipment shall be parked or stored as follows. (a) When the project has adequate right-of -way, vehicles, materials, and equipment shall be located a minimum of 30 ft (9 m) from the pavement. (b) When adequate right-of -way does not exist, vehicles, materials, and equipment shall be located a minimum of 15 ft (4.5 m) from the edge of any pavement open to traffic. (c) Behind temporary concrete barrier, vehicles, materials, and equipment shall be located a minimum of 24 in. (600 mm) behind free standing barrier or a minimum of 6 in. (150 mm) behind barrier that is either pinned or restrained according to Article 704.04. The 24 in. or 6 in. measurement shall be from the base of the non-traffic side of the barrier. (d) Behind other man-made or natural barriers meeting the approval of the Engineer.” 80388 HOT-MIX ASPHALT – BINDER AND SURFACE COURSE (BDE) Effective: July 2, 2019 Revised: November 1, 2019 Description. This work shall consist of constructing a hot-mix asphalt (HMA) binder and/or surface course on a prepared base. Work shall be according to Sections 406 and 1030 of the Standard Specifications, except as modified herein. Materials. Add the following after the second paragraph of Article 1003.03(c): “ For mixture IL-9.5FG, at least 67 percent of the required fine aggregate fraction shall consist of either stone sand, slag sand, steel slag sand, or combinations thereof meeting FA 20 gradation.” Revise Article 1004.03(c) to read: “ (c) Gradation. The coarse aggregate gradations shall be as listed in the following table. Use Size/Application Gradation No. Class A-1, A-2, & A-3 3/8 in. (10 mm) Seal CA 16 or CA 20 Class A-1 1/2 in. (13 mm) Seal CA 15 Class A-2 & A-3 Cover Coat CA 14 HMA High ESAL IL-19.0 CA 11 1/ SMA 12.5 2/ CA 13, CA 14, or CA 16 SMA 9.5 2/ CA 13 or CA 16 3/ IL-9.5 CA 16 IL-9.5FG CA 16 HMA Low ESAL IL-19.0L CA 11 1/ IL-9.5L CA 16 1/ CA 16 or CA 13 may be blended with the CA 11. 2/ The coarse aggregates used shall be capable of being combined with stone sand, slag sand, or steel slag sand meeting the FA/FM 20 gradation and mineral filler to meet the approved mix design and the mix requirements noted herein. 3/ The specified coarse aggregate gradations may be blended.” HMA Nomenclature. Revise the “High ESAL” portion of the table in Article 1030.01 to read: “High ESAL Binder Courses IL-19.0, IL-9.5, IL-9.5FG, IL-4.75, SMA 12.5, SMA 9.5 Surface Courses IL-9.5, IL-9.5FG, SMA 12.5, SMA 9.5” Mixture Design. Revise the table in Article 1030.04(a)(1) and add SMA 9.5 and IL-9.5FG mixture compositions as follows: “HIGH ESAL, MIXTURE COMPOSITION (% PASSING) 1/ Sieve Size SMA 12.5 5/ SMA 9.5 5/ IL-9.5FG min.max.min.max.min.max. 1 in. (25 mm) 3/4 in. (19 mm)100 100 1/2 in. (12.5 mm)90 99 95 100 100 3/8 in. (9.5 mm)50 85 70 95 90 100 #4 4.75 mm)20 40 30 50 60 75 #8 (2.36 mm)16 24 4/ 20 30 45 60 #16 (1.18 mm)21 25 40 #30 (600 m)18 15 30 #50 (300 m)15 8 15 #100 (150 m)6 10 #200 (75 m)8.0 11.0 3/ 8.0 11.0 3/ 4.0 6.5 #635 (20 m)≤ 3.0 ≤ 3.0 Ratio of Dust/Asphalt Binder 1.0 1/ Based on percent of total aggregate weight. 2/ The mixture composition shall not exceed 44 percent passing the #8 (2.36 mm) sieve for surface courses with Ndesign = 90. 3/ Additional minus No. 200 (0.075 mm) material required by the mix design shall be mineral filler, unless otherwise approved by the Engineer. 4/ When establishing the adjusted job mix formula (AJMF) the percent passing the #8 (2.36 mm) sieve shall not be adjusted above 24 percent. 5/ When the bulk specific gravity (Gsb) of the component aggregates vary by more than 0.2, the blend gradations shall be based on volumetric percentage.” Revise the table in Article 1030.04(b)(1) to read: “VOLUMETRIC REQUIREMENTS, High ESAL Ndesign Voids in the Mineral Aggregate (VMA), % minimum Voids Filled with Asphalt Binder (VFA),%IL-19.0 IL-9.5 IL-9.5FG IL-4.75 1/ 50 13.5 15.0 18.5 65 - 78 2/ 70 65 – 75 3/90 1/ Maximum draindown for IL-4.75 shall be 0.3 percent. 2/ VFA for IL-4.75 shall be 76-83 percent. 3/ VFA for IL-9.5FG shall be 65-78 percent.” Revise the table in Article 1030.04(b)(3) to read: “VOLUMETRIC REQUIREMENTS, SMA 12.5 1/ and SMA 9.5 1/ ESALs (million)Ndesign Design Air Voids Target, % Voids in the Mineral Aggregate (VMA), % min. Voids Filled with Asphalt (VFA), % 10 50 4.0 16.0 75 – 80 > 10 80 4.0 17.0 75 – 80 1/ Maximum draindown shall be 0.3 percent.” Quality Control/Quality Assurance (QC/QA). Revise the third paragraph of Article 1030.05(d)(3) to read: “ If the Contractor and Engineer agree the nuclear density test method is not appropriate for the mixture, cores shall be taken at random locations determined according to the QC/QA document "Determination of Random Density Test Site Locations". Core densities shall be determined using the Illinois Modified AASHTO T 166 or T 275 procedure.” Add the following paragraphs to the end of Article 1030.05(d)(3): “ Longitudinal joint density testing shall be performed at each random density test location. Longitudinal joint testing shall be located at a distance equal to the lift thickness or a minimum of 4 in. (100 mm), from each pavement edge (i.e. for a 5 in. (125 mm) lift the near edge of the density gauge or core barrel shall be within 5 in. (125 mm) from the edge of pavement). Longitudinal joint density testing shall be performed using either a correlated nuclear gauge or cores. a. Confined Edge. Each confined edge density shall be represented by a one-minute nuclear density reading or a core density and shall be included in the average of density readings or core densities taken across the mat which represents the Individual Test. b. Unconfined Edge. Each unconfined edge joint density shall be represented by an average of three one-minute density readings or a single core density at the given density test location and shall meet the density requirements specified herein. The three one-minute readings shall be spaced 10 ft (3 m) apart longitudinally along the unconfined pavement edge and centered at the random density test location. When a longitudinal joint sealant (LJS) is applied, longitudinal joint density testing will not be required on the joint(s) sealed.” Revise the second table in Article 1030.05(d)(4) and its notes to read: “DENSITY CONTROL LIMITS Mixture Composition Parameter Individual Test (includes confined edges) Unconfined Edge Joint Density, minimum IL-4.75 Ndesign = 50 93.0 – 97.4 % 1/ 91.0% IL-9.5FG Ndesign = 50 - 90 93.0 – 97.4 % 91.0% IL-9.5 Ndesign = 90 92.0 – 96.0 % 90.0% IL-9.5, IL-9.5L, Ndesign < 90 92.5 – 97.4 % 90.0% IL-19.0 Ndesign = 90 93.0 – 96.0 % 90.0% IL-19.0, IL-19.0L Ndesign < 90 93.0 2/ – 97.4 % 90.0% SMA Ndesign = 50 or 80 93.5 – 97.4 % 91.0% 1/ Density shall be determined by cores or by correlated, approved thin lift nuclear gauge. 2/ 92.0 % when placed as first lift on an unimproved subgrade.” Equipment. Add the following to Article 1101.01 of the Standard Specifications: “ (h) Oscillatory Roller. The oscillatory roller shall be self-propelled and provide a smooth operation when starting, stopping, or reversing directions. The oscillatory roller shall be able to operate in a mode that will provide tangential impact force with or without vertical impact force by using at least one drum. The oscillatory roller shall be equipped with water tanks and sprinkling devices, or other approved methods, which shall be used to wet the drums to prevent material pickup. The drum(s) amplitude and frequency of the tangential and vertical impact force shall be approximately the same in each direction and meet the following requirements: (1)The minimum diameter of the drum(s) shall be 42 in. (1070 mm); (2)The minimum length of the drum(s) shall be 57 in. (1480 mm); (3)The minimum unit static force on the drum(s) shall be 125 lb/in. (22 N/m); and (4)The minimum force on the oscillatory drum shall be 18,000 lb (80 kN).” CONSTRUCTION REQUIREMENTS Add the following to Article 406.03 of the Standard Specifications: “(j) Oscillatory Roller ................................................................................................ 1101.01” Revise the third paragraph of Article 406.05(a) to read: “ All depressions of 1 in. (25 mm) or more in the surface of the existing pavement shall be filled with binder. At locations where heavy disintegration and deep spalling exists, the area shall be cleaned of all loose and unsound material, tacked, and filled with binder (hand method).” Revise Article 406.05(c) to read. “ (c) Binder (Hand Method). Binder placed other than with a finishing machine will be designated as binder (hand method) and shall be compacted with a roller to the satisfaction of the Engineer. Hand tamping will be permitted when approved by the Engineer.” Revise the special conditions for mixture IL-4.75 in Article 406.06(b)(2)e. to read: “ e. The mixture shall be overlaid within 5 days of being placed.” Revise Article 406.06(d) to read: “ (d) Lift Thickness. The minimum compacted lift thickness for HMA binder and surface courses shall be as follows. MINIMUM COMPACTED LIFT THICKNESS Mixture Composition Thickness, in. (mm) IL-4.75 3/4 (19) - over HMA surfaces 1/ 1 (25) - over PCC surfaces 1/ IL-9.5FG 1 1/4 (32) IL-9.5, IL-9.5L 1 1/2 (38) SMA 9.5 1 1/2 (38) SMA 12.5 2 (51) IL-19.0, IL-19.0L 2 1/4 (57) 1/ The maximum compacted lift thickness for mixture IL-4.75 shall be 1 1/4 in. (32 mm).” Revise Table 1 and Note 3/ of Table 1 in Article 406.07(a) of the Standard Specifications to read: “TABLE 1 - MINIMUM ROLLER REQUIREMENTS FOR HMA Breakdown Roller (one of the following) Intermediate Roller Final Roller (one or more of the following) Density Requirement Binder and Surface 1/ VD, P 3/, TB, 3W, OT, OB P 3/, OT, OB VS, TB, TF, OT As specified in Articles: 1030.05(d)(3), (d)(4), and (d)(7). IL-4.75 and SMA 4/ 5/TB, 3W , OT -- TF, 3W, OT Bridge Decks 2/TB -- TF As specified in Articles 582.05 and 582.06. 3/ A vibratory roller (VD) or oscillatory roller (OT or OB) may be used in lieu of the pneumatic-tired roller on mixtures containing polymer modified asphalt binder.” Add the following to EQUIPMENT DEFINITION in Article 406.07(a) contained in the Errata of the Supplemental Specifications: “ OT - Oscillatory roller, tangential impact mode. Maximum speed is 3.0 mph (4.8 km/h) or 264 ft/min (80 m/min). OB - Oscillatory roller, tangential and vertical impact mode, operated at a speed to produce not less than 10 vertical impacts/ft (30 impacts/m).” Basis of Payment. Replace the second through the fifth paragraphs of Article 406.14 with the following: “ HMA binder and surface courses will be paid for at the contract unit price per ton (metric ton) for MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS; HOT-MIX ASPHALT BINDER COURSE (HAND METHOD), of the Ndesign specified; HOT-MIX ASPHALT BINDER COURSE, of the mixture composition and Ndesign specified; HOT-MIX ASPHALT SURFACE COURSE, of the mixture composition, friction aggregate, and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT BINDER COURSE (HAND METHOD), of the Ndesign specified; POLYMERIZED HOT- MIX ASPHALT BINDER COURSE, of the mixture composition and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, of the mixture composition, friction aggregate, and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, STONE MATRIX ASPHALT, of the mixture composition and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, of the mixture composition, friction aggregate, and Ndesign specified.” 80416 MANHOLES, VALVE VAULTS, AND FLAT SLAB TO PS (BDE) Effective: January 1, 2018 Revised: March 1, 2019 Description. In addition to those manufactured according to the current standards included in this contract, manholes, valve vaults, and flat slab tops manufactured prior to March 1, 2019, according to the previous Highway Standards listed below will be accepted on this contract: Product Previous Standards Precast Manhole Type A, 4’ (1.22 m) Diameter 602401-05 602401-04 602401-03 Precast Manhole Type A, 5’ (1.52 m) Diameter 602402-01 602402 602401-03 Precast Manhole Type A, 6’ (1.83 m) Diameter 602406-09 602406-08 602406-07 Precast Manhole Type A, 7’ (2.13 m) Diameter 602411-07 602411-06 602411-05 Precast Manhole Type A, 8’ (2.44 m) Diameter 602416-07 602416-06 602416-05 Precast Manhole Type A, 9’ (2.74 m) Diameter 602421-07 602421-06 602421-05 Precast Manhole Type A, 10’ (3.05 m) Diameter 602426-01 602426 Precast Valve Vault Type A, 4’ (1.22 m) Diameter 602501-04 602501-03 602501-02 Precast Valve Vault Type A, 5’ (1.52 m) Diameter 602506-01 602506 602501-02 Precast Reinforced Concrete Flat Slab Top 602601-05 602601-04 The following revisions to the Standard Specifications shall apply to manholes, valve vaults, and flat slab tops manufactured according to the current standards included in this contract: Revise Article 602.02(g) of the Standard Specifications to read: “ (g) Structural Steel (Note 4) ....................................................................................... 1006.04 Note 4. All components of the manhole joint splice shall be galvanized according to the requirements of AASHTO M 111 or M 232 as applicable.” Add the following to Article 602.02 of the Standard Specifications: “ (s) Anchor Bolts and Rods (Note 5) ........................................................................... 1006.09 Note 5. The threaded rods for the manhole joint splice shall be according to the requirements of ASTM F 1554, Grade 55, (Grade 380).” Revise the second paragraph of Article 1042.10 of the Standard Specifications to read: “ Catch basin Types A, B, C, and D; Manhole Type A; Inlet Types A and B; Drainage Structures Types 1, 2, 3, 4, 5, and 6; Valve Vault Type A; and reinforced concrete flat slab top (Highway Standard 602601) shall be manufactured according to AASHTO M 199 (M 199M), except as shown on the plans. Additionally, catch basins, inlets, and drainage structures shall have a minimum concrete compressive strength of 4500 psi (31,000 kPa) at 28 days and manholes, valve vaults, and reinforced concrete flat slab tops shall have a minimum concrete compressive strength of 5000 psi (34,500 kPa) at 28 days.” 80393 MOBILIZATION (BDE) Effective: April 1, 2020 Replace Articles 671.02(a), (b), and (c) of the Standard Specifications with the following: “ (a) Upon execution of the contract, 90 percent of the pay item will be paid. (b) When 90 percent of the adjusted contract value is earned, the remaining ten percent of the pay item will be paid along with any amount bid in excess of six percent of the original contract amount.” 80428 PORTLAND CEMENT CONCRETE (BDE) Effective: November 1, 2017 Revise the Air Content % of Class PP Concrete in Table 1 Classes of Concrete and Mix Design Criteria in Article 1020.04 of the Standard Specifications to read: “TABLE 1. CLASSES OF CONCRETE AND MIX DESIGN CRITERIA Class of Conc. Use Air Content % PP Pavement Patching Bridge Deck Patching (10) PP-1 4.0 - 8.0” PP-2 PP-3 PP-4 PP-5 Revise Note (4) at the end of Table 1 Classes of Concrete and Mix Design Criteria in Article 1020.04 of the Standard Specifications to read: “ (4) For all classes of concrete, the maximum slump may be increased to 7 in (175 mm) when a high range water-reducing admixture is used. For Class SC, the maximum slump may be increased to 8 in. (200 mm). For Class PS, the maximum slump may be increased to 8 1/2 in. (215 mm) if the high range water-reducing admixture is the polycarboxylate type.” 80389 PORTLAND CEMENT CONCRETE – HAUL TIME (BDE) Effective: July 1, 2020 Revise Article 1020.11(a)(7) of the Standard Specifications to read: “ (7) Haul Time. Haul time shall begin when the delivery ticket is stamped. The delivery ticket shall be stamped no later than five minutes after the addition of the mixing water to the cement, or after the addition of the cement to the aggregate when the combined aggregates contain free moisture in excess of two percent by weight (mass). If more than one batch is required for charging a truck using a stationary mixer, the time of haul shall start with mixing of the first batch. Haul time shall end when the truck is emptied for incorporation of the concrete into the work. The maximum haul time shall be as follows. Concrete Temperature at Point of Discharge, °F (°C) Maximum Haul Time 1/ (minutes) Truck Mixer or Truck Agitator Nonagitator Truck 50 - 64 (10 - 17.5) 90 45 >64 (> 17.5) - without retarder 60 30 >64 (> 17.5) - with retarder 90 45 1/ To encourage start-up testing for mix adjustments at the plant, the first two trucks will be allowed an additional 15 minutes haul time whenever such testing is performed. For a mixture which is not mixed on the jobsite, a delivery ticket shall be required for each load. The following information shall be recorded on each delivery ticket: (1) ticket number; (2) name of producer and plant location; (3) contract number; (4) name of Contractor; (5) stamped date and time batched; (6) truck number; (7) quantity batched; (8) amount of admixture(s) in the batch; (9) amount of water in the batch; and (10)Department mix design number. For concrete mixed in jobsite stationary mixers, the above delivery ticket may be waived, but a method of verifying the haul time shall be established to the satisfaction of the Engineer.” 80430 REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (BDE) Effective: January 1, 2019 Revise Section 669 of the Standard Specifications to read: “SECTION 669. REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES 669.01 Description. This work shall consist of the transportation and proper disposal of contaminated soil and groundwater. This work shall also consist of the removal, transportation, and proper disposal of underground storage tanks (UST), their content and associated underground piping to the point where the piping is above the ground, including determining the content types and estimated quantities. 669.02 Equipment. The Contractor shall notify the Engineer of the delivery of all excavation, storage, and transportation equipment to a work area location. The equipment shall comply with OSHA and American Petroleum Institute (API) guidelines and shall be furnished in a clean condition. Clean condition means the equipment does not contain any residual material classified as a non-special waste, non-hazardous special waste, or hazardous waste. Residual materials include, but are not limited to, petroleum products, chemical products, sludges, or any other material present in or on equipment. Before beginning any associated soil or groundwater management activity, the Contractor shall provide the Engineer with the opportunity to visually inspect and approve the equipment. If the equipment contains any contaminated residual material, decontamination shall be performed on the equipment as appropriate to the regulated substance and degree of contamination present according to OSHA and API guidelines. All cleaning fluids used shall be treated as the contaminant unless laboratory testing proves otherwise. 669.03 Pre-construction Submittals. Prior to beginning this work, or working in areas with regulated substances, the Contractor shall submit a Regulated Substance Pre-Construction Plan (RSPCP) to the Engineer for review and approval using form BDE 2730. The form shall be signed by an Illinois licensed Professional Engineer or Professional Geologist. As part of the RSPCP, the qualifications of Contractor(s) or firm(s) performing the following work shall be listed. (a)On-Site Monitoring. Qualification for on-site monitoring of regulated substance work and on-site monitoring of UST removal requires either pre-qualification in Hazardous Waste by the Department or demonstration of acceptable project experience in remediation and special waste operations for contaminated sites in accordance with applicable Federal, State, or local regulatory requirements. Qualification for each individual performing on-site monitoring requires a minimum of one- year of experience in similar activities as those required for the project. (b)Underground Storage Tank. Qualification for underground storage tank (UST) work requires licensing and certification with the Office of the State Fire Marshall (OSFM) and possession of all permits required to perform the work. A copy of the permit shall be provided to the Engineer prior to tank removal. The qualified Contractor(s) or firm(s) shall also document it does not have any current or former ties with any of the properties contained within, adjoining, or potentially affecting the work. The Engineer will require up to 30 calendar days for review of the RSPCP. The review may involve rejection or revision and resubmittal; in which case, an additional 30 days will be required for each subsequent review. Work shall not commence until the RSPCP has been approved by the Engineer. After approval, the RSPCP shall be revised as necessary to reflect changed conditions in the field. CONSTRUCTION REQUIREMENTS 669.04 Contaminated Soil and/or Groundwater Monitoring. Prior to beginning excavation, the Contractor shall mark the limits of removal for approval by the Engineer. Once excavation begins, the work and work area involving regulated substances shall be monitored by qualified personnel. The qualified personnel shall be on-site continuously during excavation and loading of material containing regulated substances. The qualified personnel shall be equipped with either a photoionization detector (PID) (minimum 10.6eV lamp), or a flame ionization detector (FID), and other equipment, as appropriate, to monitor for potential contaminants associated with volatile organic compounds (VOCs) or semi-volatile organic compounds (SVOCs). The PID or FID meter shall be calibrated on-site and background level readings taken and recorded daily, and as field and weather conditions change. Any field screen reading on the PID or FID in excess of background levels indicates the potential presence of contaminated material requiring handling as a non-special waste, special waste, or hazardous waste. PID or FID readings may be used as the basis of increasing the limits of removal with the approval of the Engineer but shall in no case be used to decrease the limits. The qualified personnel shall document field activities using form BDE 2732 (Regulated Substances Monitoring Daily Record) including the name(s) of personnel conducting the monitoring, weather conditions, PID or FID calibration records, a list of equipment used on-site, a narrative of activities completed, photo log sheets, manifests and landfill tickets, monitoring results, how regulated substances were managed and other pertinent information. Samples will be collected in accordance with the RSPCP. Samples shall be analyzed for the contaminants of concern (COCs), including pH, based on the property's land use history, the encountered abnormality and/or the parameters listed in the maximum allowable concentration (MAC) for chemical constituents in uncontaminated soil established pursuant to Subpart F of 35 Ill. Adm. Code 1100.605. The analytical results shall serve to document the level of contamination. Samples shall be grab samples (not combined with other locations). The samples shall be taken with decontaminated or disposable instruments. The samples shall be placed in sealed containers and transported in an insulated container to the laboratory. The container shall maintain a temperature of 39 °F (4 °C). All samples shall be clearly labeled. The labels shall indicate the sample number, date sampled, collection location and depth, and any other relevant observations. The laboratory shall use analytical methods which are able to meet the lowest appropriate practical quantitation limits (PQL) or estimated quantitation limit (EQL) specified in "Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods", EPA Publication No. SW -846; "Methods for the Determination of Organic Compounds in Drinking Water", EPA, EMSL, EPA-600/4-88/039; and “Methods for the Determination of Organic Compounds in Drinking Water, Supplement III”, EPA 600/R-95/131, August 1995. For parameters where the specified cleanup objective is below the acceptable detection limit (ADL), the ADL shall serve as the cleanup objective. For other parameters the ADL shall be equal to or below the specified cleanup objective. 669.05 Contaminated Soil and/or Groundwater Management and Disposal. The management and disposal of contaminated soil and/or groundwater shall be according to the following: (a)Soil Analytical Results Exceed Most Stringent MAC. When the soil analytical results indicate that detected levels exceed the most stringent maximum allowable concentration (MAC) for chemical constituents in uncontaminated soil established pursuant to Subpart F of 35 Illinois Administrative Code 1100.605, the soil shall be managed as follows: (1)When analytical results indicate inorganic chemical constituents exceed the most stringent MAC but they are still considered within area background levels by the Engineer, the excavated soil can be utilized within the construction limits as fill, when suitable. If the soils cannot be utilized within the construction limits, they shall be managed and disposed of off-site as a non-special waste, special waste, or hazardous waste as applicable. (2)When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for a Metropolitan Statistical Area (MSA) County, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of off-site as “uncontaminated soil” at a clean construction and demolition debris (CCDD) facility or an uncontaminated soil fill operation (USFO) within an MSA County provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (3)When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for an MSA County excluding Chicago, or the MAC within the Chicago corporate limits, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of off-site as “uncontaminated soil” at a CCDD facility or an USFO within an MSA County excluding Chicago or within the Chicago corporate limits provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (4) When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for an MSA County excluding Chicago, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of off-site as “uncontaminated soil” at a CCDD facility or an USFO within an MSA County excluding Chicago provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (5) When the Engineer determines soil cannot be managed according to Articles 669.05(a)(1) through (a)(4) above, the soil shall be managed and disposed of off-site as a non-special waste, special waste, or hazardous waste as applicable. (b) Soil Analytical Results Do Not Exceed Most Stringent MAC. When the soil analytical results indicate that detected levels do not exceed the most stringent MAC, the excavated soil can be utilized within the construction limits or managed and disposed off-site as “uncontaminated soil” according to Article 202.03. However, the excavated soil cannot be taken to a CCDD facility or an USFO for any of the following reasons. (1) The pH of the soil is less than 6.25 or greater than 9.0. (2) The soil exhibited PID or FID readings in excess of background levels. (c) Soil Analytical Results Exceed Most Stringent MAC but Do Not Exceed Tiered Approach to Corrective Action Objectives (TACO) Residential. When the soil analytical results indicate that detected levels exceed the most stringent MAC but do not exceed TACO Tier 1 Soil Remediation Objectives for Residential Properties pursuant to 35 IAC 742 Appendix B Table A, the excavated soil can be utilized within the right-of-way or managed and disposed off-site as “uncontaminated soil” according to Article 202.03. However, the excavated soil cannot be taken to a CCDD facility or an USFO. (d) Groundwater. When groundwater analytical results indicate the detected levels are above Appendix B, Table E of 35 Illinois Administrative Code 742, the most stringent Tier 1 Groundwater Remediation Objectives for Groundwater Component of the Groundwater Ingestion Route for Class 1 groundwater, the groundwater shall be managed off-site as a special waste. The groundwater shall be containerized and trucked to an off-site treatment facility or may be discharged to a sanitary sewer or combined sewer when permitted by the local sewer authority. Groundwater discharged to a sewer shall be pre-treated to remove particulates and measured with a calibrated flow meter to comply with applicable discharge limits. A copy of the permit shall be provided to the Engineer prior to discharging groundwater to the sewer. All groundwater encountered within trenches may be managed within the trench and allowed to infiltrate back into the ground. If the groundwater cannot be managed within the trench it must be removed as a special or hazardous waste. The Contractor is prohibited from managing groundwater within the trench by discharging it through any existing or new storm sewer. The Contractor shall install backfill plugs within the area of groundwater contamination. One backfill plug shall be placed down gradient to the area of groundwater contamination. Backfill plugs shall be installed at intervals not to exceed 50 ft (15 m). Backfill plugs are to be 4 ft (1.2 m) long, measured parallel to the trench, full trench width and depth. Backfill plugs shall not have any fine aggregate bedding or backfill, but shall be entirely cohesive soil or any class of concrete. The Contractor shall provide test data that the material has a permeability of less than 10-7 cm/sec according to ASTM D 5084, Method A or per another test method approved by the Engineer. The Contractor shall use due care when transferring contaminated material from the area of origin to the transporter. Should releases of contaminated material to the environment occur (i.e., spillage onto the ground, etc.), the Contractor shall clean-up spilled material and place in the appropriate storage containers as previously specified. Clean-up shall include, but not be limited to, sampling beneath the material staging area to determine complete removal of the spilled material. The Contractor shall be responsible for transporting and disposing all material classified as a non-special waste, special waste, or hazardous waste from the job site to an appropriately permitted landfill facility. The transporter and the vehicles used for transportation shall comply with all federal, state, and local rules and regulations governing the transportation of non-special waste, special waste, or hazardous waste. All equipment used by the Contractor to haul contaminated material to the landfill facility shall be lined with a 6 mil (150 micron) polyethylene liner and securely covered during transportation. The Contractor shall obtain all documentation including any permits and/or licenses required to transport the contaminated material to the disposal facility. The Contractor shall provide engineered barriers, when required, and shall include materials sufficient to completely line excavation surfaces, including sloped surfaces, bottoms, and sidewall faces, within the areas designated for protection. The Engineer shall coordinate with the Contractor on the completion of all documentation. The Contractor shall make all arrangements for collection and analysis of landfill acceptance testing. The Contractor shall coordinate for waste disposal approval with the disposal facility. After the Contractor completes these activities and upon receipt of authorization from the Engineer, the Contractor shall initiate the disposal process. The Contractor shall provide the Engineer with all transport-related documentation within two days of transport or receipt of said document(s). The Engineer shall maintain the file for all such documentation. For management of special or hazardous waste, the Contractor shall provide the Engineer with documentation the Contractor (or subcontractor, if a subcontractor is used for transportation) is operating with a valid Illinois special waste transporter permit at least two weeks before transporting the first load of contaminated material. The Contractor shall schedule and arrange the transport and disposal of each load of contaminated material produced. The Contractor shall make all transport and disposal arrangements so no contaminated material remains within the project area at the close of business each day. Exceptions to this specification require prior approval from the Engineer within 24 hours of close of business. The Contractor shall be responsible for all other pre- disposal/transport preparations necessary daily to accomplish management activities. Any waste generated as a special or hazardous waste from a non-fixed facility shall be manifested off-site using the Department's county generator number. An authorized representative of the Department shall sign all manifests for the disposal of the contaminated material and confirm the Contractor's transported volume. Any waste generated as a non-special waste may be managed off-site without a manifest, a special waste transporter, or a generator number. The Contractor shall select a landfill mandated by definition of the contaminant within the State of Illinois. The Department will review and approve or reject the facility proposed by the Contractor to use as a landfill. The Contractor shall verify whether the selected disposal facility is compliant with those applicable standards as mandated by definition of the contaminant and whether the disposal facility is presently, has previously been, or has never been, on the United States Environmental Protection Agency (U.S. EPA) National Priorities List or the Resource Conservation and Recovery Act (RCRA) List of Violating Facilities. The Contractor shall be responsible for coordinating permits with the IEPA. The use of a Contractor selected landfill shall in no manner delay the construction schedule or alter the Contractor's responsibilities as set forth. 669.06 Non-Special Waste Certification. An authorized representative of the Department shall sign and date all non-special waste certifications. The Contractor shall be responsible for providing the Engineer with the required information that will allow the Engineer to certify the waste is not a special waste. (a) Definition. A waste is considered a non-special waste as long as it is not: (1) a potentially infectious medical waste; (2) a hazardous waste as defined in 35 IAC 721; (3) an industrial process waste or pollution control waste that contains liquids, as determined using the paint filter test set forth in subdivision (3)(A) of subsection (m) of 35 IAC 811.107; (4) a regulated asbestos-containing waste material, as defined under the National Emission Standards for Hazardous Air Pollutants in 40 CFR 61.141; (5) a material containing polychlorinated biphenyls (PCB's) regulated pursuant to 40 CFR Part 761; (6) a material subject to the waste analysis and recordkeeping requirements of 35 IAC 728.107 under land disposal restrictions of 35 IAC 728; (7) a waste material generated by processing recyclable metals by shredding and required to be managed as a special waste under Section 22.29 of the Environmental Protection Act; or (8) an empty portable device or container in which a special or hazardous waste has been stored, transported, treated, disposed of, or otherwise handled. (b) Certification Information. All information used to determine the waste is not a special waste shall be attached to the certification. The information shall include but not be limited to: (1) the means by which the generator has determined the waste is not a hazardous waste; (2) the means by which the generator has determined the waste is not a liquid; (3) if the waste undergoes testing, the analytic results obtained from testing, signed and dated by the person responsible for completing the analysis; (4) if the waste does not undergo testing, an explanation as to why no testing is needed; (5) a description of the process generating the waste; and (6) relevant material safety data sheets. 669.07 Temporary Staging. The Contractor shall excavate and dispose of all waste material as mandated by the contaminants without temporary staging. If circumstances require temporary staging, he/she shall request in writing, approval from the Engineer. When approved, the Contractor shall prepare a secure location within the project area capable of housing containerized waste materials. The Contractor shall contain all waste material in leak- proof storage containers such as lined roll-off boxes or 55 gal (208 L) drums, or stored in bulk fashion on storage pads. The design and construction of such storage pad(s) for bulk materials shall be subject to approval by the Engineer. The Contractor shall place the staged storage containers on an all-weather gravel-packed, asphalt, or concrete surface. The Contractor shall maintain a clearance both above and beside the storage units to provide maneuverability during loading and unloading. The Contractor shall provide any assistance or equipment requested by the Engineer for authorized personnel to inspect and/or sample contents of each storage container. All containers and their contents shall remain intact and undisturbed by unauthorized persons until the manner of disposal is determined. The Contractor shall keep the storage containers covered, except when access is requested by authorized personnel of the Department. The Engineer shall authorize any additional material added to the contents of any storage container before being filled. The Contractor shall ensure the staging area is enclosed (by a fence or other structure) to ensure direct access to the area is restricted, and he/she shall procure and place all required regulatory identification signs applicable to an area containing the waste material. The Contractor shall be responsible for all activities associated with the storage containers including, but not limited to, the procurement, transport, and labeling of the containers. The Contractor shall clearly mark all containers in permanent marker or paint with the date of waste generation, location and/or area of waste generation, and type of waste (e.g., decontamination water, contaminated clothing, etc.). The Contractor shall place these identifying markings on an exterior side surface of the container. The Contractor shall separately containerize each contaminated medium, i.e. contaminated clothing is placed in a separate container from decontamination water. Containers used to store liquids shall not be filled in excess of 80 percent of the rated capacity. The Contractor shall not use a storage container if visual inspection of the container reveals the presence of free liquids or other substances that could classify the material as a hazardous waste in the container. The Department will not be responsible for any additional costs incurred, if mismanagement of the staging area, storage containers, or their contents by the Contractor results in excess cost expenditure for disposal or other material management requirements. 669.08 Underground Storage Tank Removal. For the purposes of this section, an underground storage tank (UST) includes the underground storage tank, piping, electrical controls, pump island, vent pipes and appurtenances. Prior to removing an UST, the Engineer shall determine whether the Department is considered an "owner" or "operator" of the UST as defined by the UST regulations (41 Ill. Adm. Code Part 176). Ownership of the UST refers to the Department's owning title to the UST during storage, use or dispensing of regulated substances. The Department may be considered an "operator" of the UST if it has control of, or has responsibility for, the daily operation of the UST. The Department may however voluntarily undertake actions to remove an UST from the ground without being deemed an "operator" of the UST. In the event the Department is deemed not to be the "owner" or "operator" of the UST, the OSFM removal permit shall reflect who was the past "owner" or "operator" of the UST. If the "owner" or "operator" cannot be determined from past UST registration documents from OSFM, then the OSFM removal permit will state the "owner" or "operator" of the UST is the Department. The Department’s Office of Chief Counsel (OCC) will review all UST removal permits prior to submitting any removal permit to the OSFM. If the Department is not the “owner” or “operator” of the UST then it will not register the UST or pay any registration fee. The Contractor shall be responsible for obtaining all permits required for removing the UST, notification to the OSFM, using an OSFM certified tank contractor, removal and disposal of the UST and its contents, and preparation and submittal of the OSFM Site Assessment Report in accordance with 41 Ill. Adm. Code Part 176.330. The Contractor shall contact the Engineer and the OSFM's office at least 72 hours prior to removal to confirm the OSFM inspector's presence during the UST removal. Removal, transport, and disposal of the UST shall be according to the applicable portions of the latest revision of the "American Petroleum Institute (API) Recommended Practice 1604". The Contractor shall collect and analyze tank content (sludge) for disposal purposes. The Contractor shall remove as much of the regulated substance from the UST system as necessary to prevent further release into the environment. All contents within the tank shall be removed, transported and disposed of, or recycled. The tank shall be removed and rendered empty according to IEPA definition. The Contractor shall collect soil samples from the bottom and sidewalls of the excavated area in accordance with 35 Ill. Adm. Code Part 734.210(h) after the required backfill has been removed during the initial response action, to determine the level of contamination remaining in the ground, regardless if a release is confirmed or not by the OSFM on-site inspector. In the event the UST is designated a leaking underground storage tank (LUST) by the OSFM’s inspector, or confirmation by analytical results, the Contractor shall notify the Engineer and the DESU. Upon confirmation of a release of contaminants from the UST and notifications to the Engineer and DESU, the Contractor shall report the release to the Illinois Emergency Management Agency (IEMA) (e.g., by telephone or electronic mail) and provide them with whatever information is available (“owner” or “operator” shall be stated as the past registered “owner” or “operator”, or the IDOT District in which the UST is located and the DESU Manager); The Contractor shall perform the following initial response actions if a release is indicated by the OSFM inspector: (a)Take immediate action to prevent any further release of the regulated substance to the environment, which may include removing, at the Engineer’s discretion, and disposing of up to 4 ft (1.2 m) of the contaminated material, as measured from the outside dimension of the tank (b)Identify and mitigate fire, explosion and vapor hazards; (c)Visually inspect any above ground releases or exposed below ground releases and prevent further migration of the released substance into surrounding soils and groundwater; and (d)Continue to monitor and mitigate any additional fire and safety hazards posed by vapors and free product that have migrated from the UST excavation zone and entered into subsurface structures (such as sewers or basements). The UST excavation shall be backfilled according to applicable portions of Sections 205, 208, and 550 with a material that will compact and develop stability. The material shall be approved prior to placement. All uncontaminated concrete and soil removed during tank extraction may be used to backfill the excavation, at the discretion of the Engineer. After backfilling the excavation, the site shall be graded and cleaned. 669.09 Regulated Substance Final Construction Report. Not later than 90 days after completing this work, the Contractor shall submit a Regulated Substance Final Construction Report (RSFCR) to the Engineer using form BDE 2733 and required attachments. The form shall be signed by an Illinois licensed Professional Engineer or Professional Geologist. 669.10 Method of Measurement. Non-special waste, special waste, and hazardous waste soil will be measured for payment according to Article 202.07(b) when performing earth excavation, Article 502.12(b) when excavating for structures, or by computing the volume of the trench using the maximum trench width permitted and the actual depth of the trench. Groundwater containerized and transported off-site for management, storage, and disposal will be measured for payment in gallons (liters). Backfill plugs will be measured in cubic yards (cubic meters) in place, except the quantity for which payment will be made shall not exceed the volume of the trench, as computed by using the maximum width of trench permitted by the Specifications and the actual depth of the trench, with a deduction for the volume of the pipe. Engineered Barriers will be measured for payment in square yards (square meters). 669.11 Basis of Payment. The work of preparing, submitting and administering a Regulated Substances Pre-Construction Plan will be paid for at the contract lump sum price for REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN. On-site monitoring of regulated substances, including completion of form BDE 2732 for each day of work, will be paid for at the contract unit price per calendar day, or faction thereof, for ON-SITE MONITORING OF REGULATED SUBSTANCES. The installation of engineered barriers will be paid for at the contract unit price per square yard (square meter) for ENGINEERED BARRIER. The work of removing a UST, soil excavation, soil and content sampling, and the excavated soil, UST content, and UST disposal will be paid for at the contract unit price per each for UNDERGROUND STORAGE TANK REMOVAL. The transportation and disposal of soil and other materials from an excavation determined to be contaminated will be paid for at the contract unit price per cubic yard (cubic meter) for NON-SPECIAL WASTE DISPOSAL, SPECIAL WASTE DISPOSAL, or HAZARDOUS WASTE DISPOSAL. The transportation and disposal of groundwater from an excavation determined to be contaminated will be paid for at the contract unit price per gallon (liter) for SPECIAL WASTE GROUNDWATER DISPOSAL or HAZARDOUS WASTE GROUNDWATER DISPOSAL. When groundwater is discharged to a sanitary or combined sewer by permit, the cost will be paid for according to Article 109.05. Backfill plugs will be paid for at the contract unit price per cubic yard (cubic meter) for BACKFILL PLUGS. Payment for temporary staging, if required, will be paid for according to Article 109.04. Payment for accumulated stormwater removal and disposal will be according to Article 109.04. Payment will only be allowed if appropriate stormwater and erosion control methods were used. Payment for decontamination, labor, material, and equipment for monitoring areas beyond the specified areas, with the Engineer's prior written approval, will be according to Article 109.04. The sampling and testing associated with this work will be paid for as follows. (a)BETX Soil/Groundwater Analysis. When the contaminants of concern are gasoline only, soil or groundwater samples shall be analyzed for benzene, ethylbenzene, toluene, and xylenes (BETX). The analysis will be paid for at the contract unit price per each for BETX SOIL ANALYSIS and/or BETX GROUNDWATER ANALYSIS using EPA Method 8021B. (b)BETX-PNAS Soil/Groundwater Analysis. When the contaminants of concern are middle distillate and heavy ends, soil or groundwater samples shall be analyzed for BETX and polynuclear aromatics (PNAS). The analysis will be paid for at the contract unit price per each for BETX-PNAS SOIL ANALYSIS and/or BETX-PNAS GROUNDWATER ANALYSIS using EPA Method 8021B for BETX and EPA Method 8310 for PNAs. (c)Priority Pollutants Soil Analysis. When the contaminants of concern are used oils, soil samples shall be analyzed for priority pollutant VOCs, priority pollutants SVOCs, and priority pollutants metals. The analysis will be paid for at the contract unit price per each for PRIORITY POLLUTANTS SOIL ANALYSIS using EPA Method 8260B for VOCs, EPA Method 8270C for SVOCs, and using an ICP instrument and EPA Methods 6010B and 7471A for metals. (d)Priority Pollutant Groundwater Analysis. When the contaminants of concern are used oils, non-petroleum material, or unknowns, groundwater samples shall be analyzed for priority pollutant VOCs, priority pollutants SVOCs, and priority pollutants metals. The analysis will be paid for at the contract unit price per each for PRIORITY POLLUTANTS GROUNDWATER ANALYSIS using EPA Method 8260B for VOCs, EPA Method 8270C for SVOCs, and EPA Methods 6010B and 7470A for metals. (e)Target Compound List (TCL) Soil Analysis. When the contaminants of concern are unknowns or non-petroleum material, soil samples shall be analyzed for priority pollutant VOCs, priority pollutants SVOCS, priority pollutants metals, pesticides, and Resource Conservation and Recovery Act (RCRA) metals by the toxicity characteristic leaching procedure (TCLP). The analysis will be paid for at the contract unit price per each for TCL SOIL ANALYSIS using EPA Method 8260B for VOCs, EPA Method 8270C for SVOCs, EPA Method 8081 for pesticides, and ICP instrument and EPA Methods 6010B, 7471A, 1311 (extraction), 6010B, and 7470A for metals. (f)Soil Disposal Analysis. When the waste material for disposal requires sampling for disposal acceptance, the samples shall be analyzed for TCLP VOCs, SVOCs, RCRA metals, pH, ignitability, and paint filter test. The analysis will be paid for at the contract unit price per each for SOIL DISPOSAL ANALYSIS using EPA Methods 1311 (extraction), 8260B for VOCs, 8270C for SVOCs, 6010B and 7470A for RCRA metals, 9045C for pH, 1030 for ignitability, and 9095A for paint filter. The work of preparing, submitting and administering a Regulated Substances Final Construction Report will be paid for at the contract lump sum price REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT.” 80407 SUBCONTRACTOR MOBILIZATION PAYMENTS (BDE) Effective: November 2, 2017 Revised: April 1, 2019 Replace the second paragraph of Article 109.12 of the Standard Specifications with the following: “ This mobilization payment shall be made at least seven days prior to the subcontractor starting work. The amount paid shall be at the following percentage of the amount of the subcontract reported on form BC 260A submitted for the approval of the subcontractor’s work. Value of Subcontract Reported on Form BC 260A Mobilization Percentage Less than $10,000 25% $10,000 to less than $20,000 20% $20,000 to less than $40,000 18% $40,000 to less than $60,000 16% $60,000 to less than $80,000 14% $80,000 to less than $100,000 12% $100,000 to less than $250,000 10% $250,000 to less than $500,000 9% $500,000 to $750,000 8% Over $750,000 7%” 80391 TRAFFIC CONTROL DEVICES - CONES (BDE) Effective: January 1, 2019 Revise Article 701.15(a) of the Standard Specifications to read: “ (a) Cones. Cones are used to channelize traffic. Cones used to channelize traffic at night shall be reflectorized; however, cones shall not be used in nighttime lane closure tapers or nighttime lane shifts.” Revise Article 1106.02(b) of the Standard Specifications to read: “ (b) Cones. Cones shall be predominantly orange. Cones used at night that are 28 to 36 in. (700 to 900 mm) in height shall have two white circumferential stripes. If non-reflective spaces are left between the stripes, the spaces shall be no more than 2 in. (50mm) in width. Cones used at night that are taller than 36 in. (900 mm) shall have a minimum of two white and two fluorescent orange alternating, circumferential stripes with the top stripe being fluorescent orange. If non-reflective spaces are left between the stripes, the spaces shall be no more than 3 in. (75 mm) in width. The minimum weights for the various cone heights shall be 4 lb for 18 in. (2 kg for 450 mm), 7 lb for 28 in. (3 kg for 700 mm), and 10 lb for 36 in. (5 kg for 900 mm) with a minimum of 60 percent of the total weight in the base. Cones taller than 36 in. shall be weighted per the manufacturer’s specifications such that they are not moved by wind or passing traffic.” 80409 WORK ZONE TRAFFIC CONTROL DEVICES (BDE) Effective: March 2, 2020 Add the following to Article 701.03 of the Standard Specifications: “ (q) Temporary Sign Supports ................................................................................... 1106.02” Revise the third paragraph of Article 701.14 of the Standard Specifications to read: “ For temporary sign supports, the Contractor shall provide a FHWA eligibility letter for each device used on the contract. The letter shall provide information for the set-up and use of the device as well as a detailed drawing of the device. The signs shall be supported within 20 degrees of vertical. Weights used to stabilize signs shall be attached to the sign support per the manufacturer’s specifications.” Revise the first paragraph of Article 701.15 of the Standard Specifications to read: “ 701.15 Traffic Control Devices. For devices that must meet crashworthiness standards, the Contractor shall provide a manufacturer’s self-certification or a FHWA eligibility letter for each Category 1 device and a FHWA eligibility letter for each Category 2 and Category 3 device used on the contract. The self-certification or letter shall provide information for the set-up and use of the device as well as a detailed drawing of the device.” Revise the first six paragraphs of Article 1106.02 of the Standard Specifications to read: “ 1106.02 Devices. Work zone traffic control devices and combinations of devices shall meet crashworthiness standards for their respective categories. The categories are as follows. Category 1 includes small, lightweight, channelizing and delineating devices that have been in common use for many years and are known to be crashworthy by crash testing of similar devices or years of demonstrable safe performance. These include cones, tubular markers, plastic drums, and delineators, with no attachments (e.g. lights). Category 1 devices manufactured after December 31, 2019 shall be MASH-16 compliant. Category 1 devices manufactured on or before December 31, 2019, and compliant with NCHRP 350 or MASH 2009, may be used on contracts let before December 31, 2024. Category 2 includes devices that are not expected to produce significant vehicular velocity change but may otherwise be hazardous. These include vertical panels with lights, barricades, temporary sign supports, and Category 1 devices with attachments (e.g. drums with lights). Category 2 devices manufactured after December 31, 2019 shall be MASH-16 compliant. Category 2 devices manufactured on or before December 31, 2019, and compliant with NCHRP 350 or MASH 2009, may be used on contracts let before December 31, 2024. Category 3 includes devices that are expected to cause significant velocity changes or other potentially harmful reactions to impacting vehicles. These include crash cushions (impact attenuators), truck mounted attenuators, and other devices not meeting the definitions of Category 1 or 2. Category 3 devices manufactured after December 31, 2019 shall be MASH-16 compliant. Category 3 devices manufactured on or before December 31, 2019, and compliant with NCHRP 350 or MASH 2009, may be used on contracts let before December 31, 2029. Category 3 devices shall be crash tested for Test Level 3 or the test level specified. Category 4 includes portable or trailer-mounted devices such as arrow boards, changeable message signs, temporary traffic signals, and area lighting supports. It is preferable for Category 4 devices manufactured after December 31, 2019 to be MASH-16 compliant; however, there are currently no crash tested devices in this category, so it remains exempt from the NCHRP 350 or MASH compliance requirement. For each type of device, when no more than one MASH-16 compliant is available, an NCHRP 350 or MASH-2009 compliant device may be used, even if manufactured after December 31, 2019.” Revise Articles 1106.02(g), 1106.02(k), and 1106.02(l) to read: “ (g) Truck Mounted/Trailer Mounted Attenuators. The attenuator shall be approved for use at Test Level 3. Test Level 2 may be used for normal posted speeds less than or equal to 45 mph. (k)Temporary Water Filled Barrier. The water filled barrier shall be a lightweight plastic shell designed to accept water ballast and be on the Department’s qualified product list. Shop drawings shall be furnished by the manufacturer and shall indicate the deflection of the barrier as determined by acceptance testing; the configuration of the barrier in that test; and the vehicle weight, velocity, and angle of impact of the deflection test. The Engineer shall be provided one copy of the shop drawings. (l)Movable Traffic Barrier. The movable traffic barrier shall be on the Department’s qualified product list. Shop drawings shall be furnished by the manufacturer and shall indicate the deflection of the barrier as determined by acceptance testing; the configuration of the barrier in that test; and the vehicle weight, velocity, and angle of impact of the deflection test. The Engineer shall be provided one copy of the shop drawings. The barrier shall be capable of being moved on and off the roadway on a daily basis.” 80427 WORKING DAYS (BDE) Effective: January 1, 2002 The Contractor shall complete the work within working days. 80071 15 DATE REVISIONS Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED January 1, January 1,ISSUED 1-1-972011 2011 1-1-11 1-1-08 and symbols. Updated abbreviations and symbols. Updated abbreviations (Sheet 1 of 8) AND PATTERNS ABBREVIATIONS STANDARD SYMBOLS, STANDARD 000001-06 mm m XSECT CSE CH CNTY CMP CORR COR CONT CONTD CONST CONC CE C COMB CT CLID CLSD CP CS CHSLD CERT CTS CL-F CL-E CL C-C CB CIP BLDG BBOX BRK BLVD BTM BIT BIND BM BGN BARR B BKPL B-B BK AX AVE AGS AUX ASPH APT AH AGG AS ADJ AC A/C ABV CUBIC MILLIMETER CUBIC METER CROSS SECTION COURSE COUNTY HIGHWAY COUNTY CORRUGATED METAL PIPE CORRUGATED CORNER CONTINUOUS CONTINUED CONSTRUCT CONCRETE COMMERCIAL ENTRANCE COMMERCIAL BUILDING COMBINATION COAT OR COURT CLOSED LID CLOSED CLAY PIPE CITY STREET CHISELED CERTIFIED CENTERS CENTERLINE TO FACE CENTERLINE TO EDGE CENTERLINE OR CLEARANCE CENTER TO CENTER CATCH BASIN CAST IRON PIPE BUILDING BUFFALO BOX BRICK BOULEVARD BOTTOM BITUMINOUS BINDER BENCHMARK BEGIN BARRICADE BARN BACKPLATE BACK TO BACK BACK AXIS OF ROTATION AVENUE AUXILIARY GAS VALVE (SERVICE) AUXILIARY ASPHALT APARTMENT AHEAD AGGREGATE AERIAL SURVEYS ADJUST ACRE ACCESS CONTROL ABOVE HATCH HH GW GP GUT GND GRVL GR GRAN GV GM G GALV GAL FRWAY F&G FR FDN FB FL FH FE FP FAUS FAS FAP FAI FA F-F E E EXPWAY EX EXC ENTR EL E-E E-CL EOP EB EA DCT DRV DI DR DSFL DSEL DBL DOM DIST DIA DET DC D C&G CULV CU YD HATCHING HANDHOLE GUY WIRE GUY POLE GUTTER GROUND GRAVEL GRATE GRANULAR GAS VALVE GAS METER GARAGE GALVANIZED GALLON FREEWAY FRAME & GRATE FRAME FOUNDATION FOOT BRIDGE FLOW LINE FIRE HYDRANT FIELD ENTRANCE FENCE POST FEDERAL AID URBAN SECONDARY FEDERAL AID SECONDARY FEDERAL AID PRIMARY FEDERAL AID INTERSTATE FEDERAL AID FACE TO FACE OFFSET DISTANCE TO VERTICAL CURVE EXTERNAL DISTANCE OF HORIZONTAL CURVE EXPRESSWAY EXISTING EXCAVATION ENTRANCE ELEVATION EDGE TO EDGE EDGE TO CENTERLINE EDGE OF PAVEMENT EASTBOUND EACH DUCT DRIVEWAY DRAINAGE INLET OR DROP INLET DRAINAGE OR DRIVE DOWNSTREAM FLOWLINE DOWNSTREAM ELEVATION DOUBLE DOMESTIC DISTRICT DIAMETER DETECTOR DEPRESSED CURVE DEGREE OF CURVE CURB & GUTTER CULVERT CUBIC YARD WO W WILDFL WB WMAIN WV WM VPT VPI VPC VC VERT VP VEH VLT VV VBOX UTIL USFL USEL USGS UNDGND TYP T-A TY TRN TRVL TRVS TSC TSCB TS TR TWP TBS TBR TBE TD TBM TEMP TP TB TEL T.R. T SMK SURF S.E. RUN. e STR ST STY SS SPBGR STA SR SBI STD WITHOUT WITH WILDFLOWERS WESTBOUND WATER MAIN WATER VALVE WATER METER VERTICAL POINT OF TANGENCY VERTICAL POINT OF INTERSECTION VERTICAL POINT OF CURVATURE VERTICAL CURVE VERTICAL VENT PIPE VEHICLE VAULT VALVE VAULT VALVE BOX UTILITY UPSTREAM FLOWLINE UPSTREAM ELEVATION U.S. GEOLOGICAL SURVEY UNDERGROUND TYPICAL TYPE A TYPE TURN TRAVEL TRANSVERSE TRAFFIC SYSTEMS CENTER TRAFFIC SIGNAL CONTROL BOX TRAFFIC SIGNAL TOWNSHIP ROAD TOWNSHIP TO BE SAVED TO BE REMOVED TO BE EXTENDED TILE DRAIN TEMPORARY BENCH MARK TEMPORARY TELEPHONE POLE TELEPHONE BOX TELEPHONE TANGENT RUNOUT DISTANCE TANGENT DISTANCE SURVEY MARKER SURFACE SUPERELEVATION RUNOFF LENGTH SUPERELEVATION RATE STRUCTURE STREET STORY STORM SEWER STEEL PLATE BEAM GUARDRAIL STATION STATE ROUTE STATE BOND ISSUE STANDARD PM PVMT PVD PAT OLID NW NE NB NC NOAA N & W N & C N & BC MFT MOD MBH MIX mm DIA mm M METH m MED MATL MH MB MACH L SUM LNG LC L LF LGT LP LT LN LS km kg JT IR IP INV IDS INST INL IN DIA IMP IL HSE HORIZ HWY HMA ha HDUTY HDW HD PAVEMENT MARKING PAVEMENT PAVED PATTERN OPEN LID NORTHWEST NORTHEAST NORTHBOUND NORMAL CROWN ADMINISTRATION NATIONAL OCEANIC ATMOSPHERIC NAIL & WASHER NAIL & CAP NAIL & BOTTLE CAP MOTOR FUEL TAX MODIFIED MOBILE HOME MIXTURE MILLIMETER DIAMETER MILLIMETER MID-ORDINATE METHOD METER MEDIAN MATERIAL MANHOLE MAIL BOX MACHINE LUMP SUM LONGITUDINAL LONG CHORD LITER OR CURVE LENGTH LINEAL FEET OR LINEAR FEET LIGHTING LIGHT POLE LEFT LANE LANDSCAPING KILOMETER KILOGRAM JOINT IRON ROD IRON PIPE INVERT INTERSECTION DESIGN STUDY INSTALLATION INLET INCH DIAMETER IMPROVEMENT ILLINOIS HOUSE HORIZONTAL HIGHWAY HOT MIX ASPHALT HECTARE HEAVY DUTY HEADWALL HEAD STABILIZED SQUARE YARD SQUARE MILLIMETER SQUARE METER SQUARE FEET SPECIAL DITCH SPECIAL SOUTHEAST SOUTHBOUND SOLID MEDIAN SODDING SIGNAL SIDEWALK OR SOUTHWEST SHOULDER SHEET SHED SHAPING SEEDING SECTION SANITARY SEWER SANITARY ROUTE ROADWAY ROAD RIGHT-OF-WAY RIGHT RETAINING RESURFACING RESTAURANT REPLACEMENT REMOVE CROWN REMOVAL REINFORCEMENT REINFORCED CONCRETE CULVERT PIPE REFLECTIVE REFERENCE POINT STAKE RAILROAD SPIKE RAILROAD RADIUS PROPOSED PROPERTY LINE PROPERTY CORNER PROJECT PROFILE GRADELINE PROFILE PRIVATE ENTRANCE PRIME POWER POLE OR PRINCIPAL POINT PORTLAND CEMENT CONCRETE POLYETHYLENE POINT ON TANGENT POINT OF TANGENCY POINT OF REVERSE CURVE CURVE POINT OF INTERSECTION OF HORIZONTAL POINT OF CURVATURE POINT PEDESTAL STB SQ YD mm m SQ FT SD SPL SE SB SM SOD SIG SW SHLD SH S SHAP SEED SEC SANS SAN RTE RDWY RD ROW RT RET RESURF REST REP RC REM REINF RCCP REF RPS RRS RR R PR PL P.C. PROJ PGL PROF PE PRM PP PCC POLYETH POT PT PRC PI PC PNT PED 3 3 2 2 Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED January 1, January 1, ISSUED 1-1-972011 2011 (Sheet 2 of 8) AND PATTERNS ABBREVIATIONS STANDARD SYMBOLS, STANDARD 000001-06 ADJUSTMENT ITEMS EX PR ALIGNMENT ITEMS CONTOUR ITEMSEXPR EX PR DRAINAGE ITEMS EX PR BOUNDARIES ITEMS EX PR Structure To Be Adjusted Structure To Be Cleaned Structure To Be Filled Structure To Be Removed Reconstructed Structure To Be To Be Adjusted Frame and Grate To Be Adjusted Frame and Lid To Be Adjusted Domestic Service Box Valve Vault To Be Adjusted Special Adjustment Item To Be Abandoned Item To Be Moved Item To Be Relocated and Replacement Pavement Removal Baseline Centerline Centerline Break Circle Baseline Symbol Centerline Symbol PI Indicator Point Indicator Dashed Property Line Solid Property/Lot Line Section/Grant Line County/Township Line State Line Iron Pipe Found Iron Pipe Set Survey Marker Property Line Symbol Riprap Water Surface Indicator Culvert End Section Catch Basin Swale Roadway Ditch Flow Summit Manhole Inlet Headwall Ditch Check Flowline Aggregate Ditch Paved Ditch Drainage Boundary Line Grading & Shaping Ditches Culvert Line Intermediate Contour Index Contour Approx. Intermediate Line Approx. Index Line ADJ C F R REC A A A A SP AB M REL \\ ~~ PL T NR E T N E RN TR EFL FL FMMain Structure To Be Filled FSP RSP Structure To Be Filled Special Structure To Be Reconstructed Special Storm Sewer Pipe Underdrain (Half Size) Same Ownership Symbol (Half Size) Northwest Quarter Corner (Half Size) Section Corner (Half Size) Southeast Quarter Corner D= CURVE P.I. STA= != T= R= L= E= S.E. RUN= e= P.T. STA= P.C. STA= T.R.= D= CURVE P.I. STA= != T= R= L= E= S.E. RUN= e= P.T. STA= P.C. STA= T.R.= (Half Size) Horizontal Curve Data Quarter Section Line Quarter/Quarter Section Line Channel or Stream Line Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED January 1, January 1,ISSUED 1-1-97 2011 2011 (Sheet 3 of 8) AND PATTERNS ABBREVIATIONS STANDARD SYMBOLS, STANDARD 000001-06 CONTROL ITEMS EROSION & SEDIMENT EX PR EX PR LANDSCAPING ITEMS EX PR (contd.) LANDSCAPING ITEMS EXISTING LIGHTING EX EX PR PR Cleaning & Grading Limits Dike Erosion Control Fence Perimeter Erosion Barrier Temporary Fence Ditch Check Temporary Ditch Check Permanent Inlet & Pipe Protection Sediment Basin Erosion Control Blanket Revetment Mat Fabric Formed Concrete Turf Reinforcement Mat Mulch Temporary Mulch Method 1 Mulch Method 2 Stabilized Mulch Method 3 Hydraulic Noise Attn./Levee Fence Base of Levee Mailbox Pay Telephone Advertising Sign Contour Mounding Line Fence Perennial Plants Seeding Class 2 Seeding Class 2A Seeding Class 4 Seeding Class 4 & 5 Combined Seeding Class 5 Seeding Class 7 Seedlings Type 1 Seedlings Type 2 Sodding Mowstake w/Sign Tree Trunk Protection Evergreen Tree Shade Tree Duct Conduit Electrical Aerial Cable Electrical Buried Cable Controller Underpass Luminaire Power Pole T E E IMPROVEMENT ITEMS NON-HIGHWAY Shrubs Mowline Fence Post Field Line FL Multiple Mailboxes Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED January 1, January 1,ISSUED 1-1-972011 2011 (Sheet 4 of 8) AND PATTERNS ABBREVIATIONS STANDARD SYMBOLS, STANDARD 000001-06 (contd.) LIGHTING EX EX PR PRPAVEMENT (MISC.) PAVEMENT MARKINGS EX PR Pull Point Handhole Heavy Duty Handhole Junction Box Light Unit Comb. Electrical Ground Traffic Flow Arrow Light Unit-1 Keyed Long. Joint Keyed Long. Joint w/Tie Bars Sawed Long. Joint w/Tie Bars Bituminous Shoulder Bituminous Taper Stabilized Driveway Widening RR Crossing Raised Marker Amber 1 Way Raised Marker Amber 2 Way Raised Marker Crystal 1 Way Two Way Turn Left Shoulder Diag. Pattern Skip-Dash White Skip-Dash Yellow Stop Line Solid Line Double Centerline Dotted Lines RRPM 40' (12.2 m) o.c. CL Multilane Div. RRPM 80' (24.4 m) o.c. CL Multilane Div. RRPM 80' (24.4 m) o.c. CL Multilane Div. Dbl. CL Multilane Undiv. Two Way Turn Left Line RRPM 12.2 m (40') o.c. CL 2Ln 2Way RRPM 80' (24.4 m) o.c. CL 2Ln 2Way P P H J H J (Half Size) High Mast Pole Handicap Symbol Bike Lane Symbol Bike Lane Text RR Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED January 1, January 1,ISSUED 1-1-972011 2011 (Sheet 5 of 8) AND PATTERNS ABBREVIATIONS STANDARD SYMBOLS, STANDARD 000001-06 (contd.) PAVEMENT MARKINGS RAILROAD ITEMS REMOVAL ITEMS EX EX EX EX PR PR PR PR Urban Left Turn Arrow Urban Right Turn Arrow Urban Left Turn Only Urban Right Turn Only Urban Thru Only Rural Left Turn Arrow Rural Right Turn Arrow Rural Left Turn Only Rural Right Turn Only Rural Thru Only Abandoned Railroad Railroad Railroad Point Control Box Crossing Gate Flashing Signal Railroad Cant. Mast Arm Crossbuck Removal Tic Bituminous Removal Hatch Pattern Future ROW Corner Monument ROW Marker ROW Line Easement Temporary EasementONLYONLYONLYONLYONLY ONLYUrban U-Turn Urban Combined U-Turn Urban Combination Left Urban Combination Right Rural Combination Left Rural Combination Right Tree Removal Single RIGHT OF WAY ITEMS IIllinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED January 1, January 1,ISSUED 1-1-972011 2011 (Sheet 6 of 8) AND PATTERNS ABBREVIATIONS STANDARD SYMBOLS, STANDARD 000001-06 ITEMS ROADWAY PLAN ROADWAY PROFILES SIGNING ITEMS (contd.) SIGNING ITEMS EX EX EX EX PR PR PR PR Edge of Pavement and C&G Line Bit Shoulders, Medians Aggregate Shoulder Sidewalks, Driveways Guardrail Guardrail Post Traffic Sign Corrugated Median P.I. Indicator Point Indicator Earthworks Balance Point Begin Point Vert. Curve Data Cone, Drum or Barricade Barricade Type II Barricade Type III Barricade With Edge Line Flashing Light Sign Panels I Panels II Direction of Traffic VPI ELEV L E = = = = VPI ELEV L E = = = = Ditch Profile Left Side Ditch Profile Right Side Roadway Profile Line Storm Sewer Profile Left Side Storm Sewer Profile Right Side SINGLE LANE AHEAD ROAD CONSTRUCTION AHEAD ROAD CLOSED AHEAD RIGHT LANE CLOSED AHEAD LEFT LANE CLOSED AHEAD DETOUR AHEAD (Half Size) Sign Flag (Half Size) Detour Ahead W20-2(O) (Half Size) Road Closed Ahead W20-3(O) (Half Size) Reverse Left W1-4L (Half Size) Reverse Right W1-4R (Half Size) Two Way Traffic Sign W6-3 (Half Size) Transition Right W4-2R (Half Size) Transition Left W4-2L (Half Size) Road Construction Ahead W20-1-(O) (Half Size) Right Lane Closed Ahead W20-5R(O) (Half Size) Single Lane Ahead (Half Size) Left Lane Closed Ahead W20-5L(O) Slope Limit Line Match Line Typical Cross-Section Line STA. 45+00 Access Control Line Access Control Line & ROW ROW with Fence Access Control Line & Excess ROW Line EX PR (contd.) RIGHT OF WAY ITEMS (Half Size) North Arrow with District Office Cable Barrier Concrete Barrier Impact Attenuator 9 Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED January 1, January 1,ISSUED 1-1-972011 2011 (Sheet 7 of 8) AND PATTERNS ABBREVIATIONS STANDARD SYMBOLS, STANDARD 000001-06 (contd.) SIGNING ITEMS ITEMS TRAFFIC SHEET ITEMS TRAFFIC SIGNAL EX PREXPR Cable Number Left Turn Green Left Turn Yellow Signal Backplate Walk/Don't Walk Letters Walk/Don't Walk Symbols Galv. Steel Conduit Underground Cable Detector Loop Line Detector Loop Large Detector Loop Small Detector Loop Quadrapole G Y DW W G Y DW W EX PR EX PR Bridge Pier Box Culvert Barrel Box Culvert Headwall Bridge Retaining Wall Temporary Sheet Piling ROAD CLOSED TO THRU TRAFFIC ROAD CLOSED STOP HERE ON RED STOP HERE ON RED KEEP RIGHT KEEP RIGHT KEEP LEFT KEEP LEFT LEFT TURN LANE(Half Size) Left Turn Lane R3-I100L (Half Size) Keep Left R4-7AL (Half Size) Keep Left R4-7BL (Half Size) Keep Right R4-7AR (Half Size) Keep Right R4-7BR (Half Size) Stop Here On Red R10-6-AL (Half Size) Stop Here On Red R10-6-AR (Half Size) No Left Turn R3-2 (Half Size) No Right Turn R3-1 (Half Size) Road Closed R11-2 (Half Size) Road Closed Thru Traffic R11-2 DETOUR DETOUR ONE WAY ONE WAY (Half Size) Detour M4-10L-(O) (Half Size) Detour M4-10R-(O) (Half Size) One Way Left R6-1L (Half Size) One Way Right R6-1R (Half Size) One Way Arrow Lrg. W1-6-(O) (Half Size) Two Way Arrow Large W1-7-(O) STRUCTURES ITEMS Signal Section 8'' (200 mm) Signal Section 12'' (300 mm) Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED January 1, January 1,ISSUED 1-1-972011 2011 (Sheet 8 of 8) AND PATTERNS ABBREVIATIONS STANDARD SYMBOLS, STANDARD 000001-06 EX PR UTILITIES ITEMS ITEMS WATER FEATURE EX EX EX PR PR PR Detector Raceway Aluminum Mast Arm Steel Mast Arm Veh. Detector Magnetic Conduit Splice Controller Gulfbox Junction Wood Pole Temp. Signal Head Handhole Heavy Duty Handhole Junction Box Ped. Pushbutton Detector Ped. Signal Head Power Pole Service Priority Veh. Detector Signal Head Signal Head w/Backplate Signal Post Controller Double Handhole Fire Hydrant Handhole Heavy Duty Handhole Junction Box Light Pole Manhole Power Pole Splice Box Above Ground Telephone Pole Traffic Signal Water Meter Valve Box Above Ground Telephone Splice Box Deciduous Tree Evergreen Tree Stump Stream or Drainage Ditch Waters Edge Water Surface Indicator Water Point Disappearing Ditch Marsh "E" H J J H H J H J Marsh/Swamp Boundary Bush or Shrub Woods & Bush Line Vegetation Line Orchard/Nursery Line GuyWire or Deadman Anchor Profile Line Aerial Power Line UTILITY ITEMS UNDERGROUND Cable TV Electric Cable Fiber Optic Gas Pipe Oil Pipe Sanitary Sewer Telephone Cable Water Pipe EX PR ABANDONED V C C V Double Handhole Closed Circuit TV Video Detector System ITEMS (contd.) TRAFFIC SIGNAL Pipeline Warning Sign Power Pole with Light Sanitary Sewer Cleanout Traffic Signal Control Box TS Water Meter VEGETATION ITEMS EX PR (contd.) UTILITY ITEMS Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 DATE REVISIONS January 1, January 1, STANDARD 424001-08 1-1-15 gutter Edge of 1:50 max.1:50 max.A A B B 1:50 max. Lower landing and gutter Depressed curb warning Detectable 1:50 max. A 1:50 max.A gutter Edge of B B 1:50 max. 1:10 max.1:10 max.1:10 max.SECTION A-A SECTION B-B and gutter Depressed curb warning Detectable FOR SIDEWALKS PERPENDICULAR CURB RAMPS 1:50 max. (13) • See DETAIL A DETAIL A Expansion joint See DETAIL A Ramp (150) 6 top of sidewalk roadway curb and Flush with top of 2 (50) R Variable thickness Ramp curb Face of roadway curb Side curb Side SIDE CURB DETAIL (Sheet 1 of 2) SETBACK < 5' RAMPS IN LANDSCAPED AREA SETBACK < 5' RAMPS IN PAVED AREA flare Ramp side flare Ramp side flare Ramp side gutter curb and Depressed 1:10 max. 1:50 max. gutter curb and Depressed max. setback 5' (1.52 m) max. setback 5' (1.52 m) 1:50 max. 1:50 max. 1:12 max. 1:12 max. 6' (1.83 m) min. landing Lower marking (typ.) Crosswalk 6' (1.83 m) min.6' (1.83 m) min. gutter curb and Depressed 6' (1.83 m) min.gutter curb and Depressed landing Lower marking (typ.) Crosswalk ramps preferred) 5'-6" between curb (length not less than Face of roadway curb 4' (1.22 m) min. Sidewalk width 5' (1.52 m) typical, warning Detectable 1:50 max. 4' (1.22 m) min. Sidewalk width 5' (1.52 m) typical, warning Detectable 2015 2015 1-1-13 dimension. Rev. Gen. Notes. to 6' (1.83 m) min. inside Widened crosswalk markings Turning space Turning space Turning space Turning space See Sheet 2 for GENERAL NOTES. 2 2 Ramp require the ramp length to exceed 15' (4.5 m). The running slope of the curb ramp shall not Ramp 2 2 require the ramp length to exceed 15' (4.5 m). The running slope of the curb ramp shall not landing to Turning space. Rev. gen. notes. Ch'd Upper 1 not appl. to int. sidewalks. Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 January 1, January 1, GENERAL NOTES STANDARD 424001-08 (Sheet 2 of 2) FOR SIDEWALKS PERPENDICULAR CURB RAMPS curb Side 1:50 max.gutter Edge of curb Face of roadway warning Detectable 1:50 max.than 5' (1.52 m) Setback greater than 5' (1.52 m) Setback greater gutter Edge of curb Face of roadway SETBACK > 5' RAMP IN PAVED AREA C C C1:10 max.1:10 max. flare Ramp side flare Ramp side SECTION C-C Lower landing and gutter Depressed curb 1:50 max. See DETAIL A warning Detectable gutter curb and Depressed gutter curb and Depressed 1:50 max. 1:50 max. warning Detectable landing Lower landing Lower 1:50 max. SETBACK > 5' RAMP IN LANDSCAPED AREA C 1:50 max. 1:50 max. 1:12 max. 1 6' (1.83 m) min.marking (typ.) Crosswalk 6' (1.83 m) min.marking (typ.) Crosswalk 4' (1.22 m) min. typical, 5' (1.52 m) Sidewalk width 1 4' (1.22 m) min. typical, 5' (1.52 m) Sidewalk width 1 flatter than 1:20. Turning space not required for ramp slopes 1 2015 2015 Turning space Turning space 4' (1.22 m) min. Turning space unless otherwise shown. All dimensions are in inches (millimeters) adjacent to curb ramp. See Standard 606001 for details of depressed curb preferred. Where 1:50 maximum slope is shown, 1:64 is shall be 5' (1.52 m). turning space in the direction of the ramp-run opposite a ramp, the minimum length of the Where the turning space is constrained on a side (V:H). displacement to units of horizontal displacement All slope ratios are expressed as units of vertical Ramp 2 2 require the ramp length to exceed 15' (4.5 m). The running slope of the curb ramp shall not 1-1-17 (13) 2 1 Expansion joint 1:50 max.1:50 max. required Side curb where 1:50 max.curb Face of roadway gutter Edge of and gutter Depressed curb required Side curb where warning Detectable See DETAIL A 1:50 max. Variable thickness Ramp (150) 6 top of sidewalk roadway curb and Flush with top of 2 (50) R Ramp warning Detectable 1 min. 4'x4' (1.22x1.22 m) Clear space (1.22x1.22 m) min. typical, 4'x4' 5'x5' (1.52x1.52 m) Turning space 1 1 marking (typ.) Crosswalk Turning space Turning space behind curb. include 24 (610) buffer Revised sidewalk width to GENERAL NOTES A ABBSTANDARD 424011-04 DETAIL A SECTION B-B SECTION A-A SIDE CURB DETAIL RAMPS FOR SIDEWALKS CORNER PARALLEL CURB route width 4' (1.22 m) min. typical, pedestrian access Sidewalk width ≥ 7' (2.13 m) 1:50 max. Illinois Department of Transportation January 1,2019 ENGINEER OF POLICY AND PROCEDURES APPROVED January 1,2019 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-12PASSED DATE REVISIONS and gutter Depressed curb CORNER PARALLEL CURB RAMP Sidewalk Sidewalk (no maximum length) Curb ramp or blended transition (no maximum length) Curb ramp or blended transition of a blended transition shall be 1:20 max. 1:20 min. and 1:12 max. The running slope The running slope of a curb ramp shall be 1-1-19 warning tolerances. blended transition and detectable Removed upper landing, added unless otherwise shown. All dimensions are in inches (millimeters) adjacent to curb ramp. See Standard 606001 for details of depressed curb allowed. but a gap up to 6 in. (150 mm) behind the curb is the back of curb should closely align with the curb Curb Set-Back - Detectable warnings located at 2 in. (50 mm) in width is allowed. flared sides) but a border along each side up to the full width of the walking surface (excluding Side Border - Detectable warnings should extend are allowed. locations but the following placement tolerances Detectable warnings are shown in their ideal preferred. Where 1:50 maximum slope is shown, 1:64 is shall be 5' (1.52 m). turning space in the direction of the ramp-run opposite a ramp, the minimum length of the Where the turning space is constrained on a side (V:H). displacement to units of horizontal displacement All slope ratios are expressed as units of vertical DATE REVISIONS Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 January 1, January 1, 2008 2008 min. 36 (900) ~ Angles not less than 60° Existing longitudinal joint Angles not less than 60° ~ min. 36 (900) min. 4'-0'' (1.2 m) Angles not less than 60°6'-0'' (1.8 m)4'-0'' (1.2 m) toformed (two operations) sawed (one operation) or Longitudinal joint - ~ Exist. pav't Variable ~ Exist. pav't of pav't. • width 6'-0'' (1.8 m) 4'-0'' (1.2 m) to Exist. pav't ~ Sawed groove t/4t~ min. „ (3) tie bars are not required for patches 20'-0" (6.0 m) or less in length. Longitudinal joints shall be as detailed on Standard 420001, except Note: ~ Angles not less than 60° min. 36 (900) min. 36 (900) than 60° Angles not less min. 4'-0'' (1.2 m) Angles not less than 45° Variable Existing longitudinal joint Variable Variable ~ ~Construction joint (Built in two operations) Exist. pav't Variable Construction joint ~ (Built in two operations) 5'-0'' (1.5 m) 3'-0'' (0.9 m) to 5'-0'' (1.5 m) 3'-0'' (0.9 m) to ~ Exist. pav't ~ Exist. pav't 5'-0'' (1.5 m) 3'-0'' (0.9 m) to 6'-0'' (1.8 m) 4'-0'' (1.2 m) to ~ Exist. pav't ~ Exist. pav't 5'-0'' (1.5 m) 3'-0'' (0.9 m) to unless otherwise shown. All dimensions are in inches (millimeters) Marginal bars shall be cut. Existing tie bars shall be either cut or removed. CLASS C SECTION A-A SECTION B-B SECTION D-DSECTION C-C CLASS D CONTRACTION JOINT DETAIL OF SAWED SECTION A-A SECTION B-B SECTION C-C SECTION D-D SECTION E-E GENERAL NOTES SECTION G-GSECTION F-F A B B A B B C C B D B D B A A B B B C C B B D D B B E E B B F F B B G G D PATCHES CLASS C and1-1-08 1-1-07 English (metric). Switched units to Class C patches. Revised Note for STANDARD 442201-03 Illinois Department of Transportation PASSED 2009 ISSUED 1-1-97 ENGINEER OF POLICY AND PROCEDURES APPROVED 2009 ENGINEER OF DESIGN AND ENVIRONMENT January 1, January 1,embedment3 (75) min.min.4 (100)of structure Inside face min. 10 (250) • (13) Reinforcement bar PLAN VIEW SECTION A-A ELEVATION VIEW (Sheet 2 of 2) MANHOLE STEPS STANDARD 602701-02 PLASTIC STEPS A A Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 DATE REVISIONS (see table) Bar C 30 (760) long No. 4 (No. 13) bars Dia.24 (600) (WELDED WIRE FABRIC) D 0 Bar C T T or sealer Use mortar (Riser) Dt cl.1 (25)LengthRadius D 0 D 0 D 0 Bar C (Riser) DT Bar C (Riser) DT or sealer Use mortartt tBar C T Tcl.1 (25)(Riser) D unless otherwise shown. All dimensions are in millimeters (inches) use of tapered tops. or when field conditions prohibit the 602501 at the option of the Contractor 602001, 602011, 602016, 602306, 602401, or the tapered tops shown on Standards The flat slab top may be used in lieu of * 6 (150) (see table) Bar C (see table) Reinf. bars (REINFORCEMENT BARS) *** (50)2(50)2 (50)2(50)2Dia.24 (600) (50) 2 (50) 2**Reinforcement Bar C No. 4 (No. 13) each direction ''A '' W.W.R. size BarOR Length Radius S D T t (min.) D 0 D + 2T(900) 36 (1.2 m) 4'-0" (1.5 m) 5'-0" (150) 6 (150) 6 (200) 8 (425 sq. mm/m) 0.20 sq. in./ft. (740 sq. mm/m) 0.35 sq. in./ft. (740 sq. mm/m) 0.35 sq. in./ft. (No. 13) No. 4 (1.2 m) 4'-0" (480) 19 (No. 16) No. 5 (No. 16) No. 5 (1.35 m) 4'-6" (1.5 m) 5'-0" (660) 26 (810) 32Standards See applicablePLAN SECTION A-A ALTERNATE JOINT CONFIGURATIONS GENERAL NOTES TABLE BAR C PLAN SECTION B-B BB 4-1-16 CONCRETE FLAT SLAB TOP PRECAST REINFORCED STANDARD 602601-04 A A 2016 2016 lifting device. Typical location for 1-1-14 hole or lifting loop. Omitted detail for lifting 'welded wire reinforcement'. Changed terminology to Welded wire reinforcement. April 1, April 1, Illinois Department of Transportation PASSED 2011 ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED 2011 ISSUED 1-1-97 January 1, January 1, DATE REVISIONS STANDARD 602011-02 T T masonry Top of Dia. 24 (600) | 2 (50) R on the plans. otherwise noted 15 (380) Unless (100)4concrete slab Precast reinforced Sand cushion min. 2 (50)(75)3(100)4Sand cushion sections alternate is used. reinforced concrete slab, when the precast Prefabricated concrete ALTERNATE MATERIALS FOR WALLS Precast Reinforced Concrete Section Concrete Masonry Unit Cast-in-Place Concrete Brick Masonry (min) T (75) 3 (125) 5 (150) 6 (200) 8 1-1-11 CATCH BASIN TYPE C ELEVATION ALTERNATE BOTTOM SLAB46 (1.17 m) min., 10'-0'' (3.0 m) max.Variablein-place concrete Reinforced cast-cl. (typ.)1• (40)cl. (typ.)1• (40)unless otherwise shown. All dimensions are in inches (millimeters) may be utilized. single row of reinforcement around the perimeter determined by the fabricator; however, only a Bottom slabs may be connected to the riser as directions with a maximum spacing of 9 (230). of 0.27 sq. in./ft. (570 sq. mm/m) in both Bottom slabs shall be reinforced with a minimum GENERAL NOTES 1-1-09 English (metric). Switched units to Added general notes. Added max. limit to height. Detailed rein. in slabs. Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED January 1, January 1, DATE REVISIONS ISSUED 1-1-97 10 permitted 6 Gussets shown Dia.23 (584)(584) 23 (533) 21 (229)9(864) 34 25• (650) 24 (600) -(44)1ƒGray Iron (22) ‡ (16) †(22)‡(38)1•(89)3•(44)1ƒ* ƒ (19) (typ.) (64) 2•(64)2•(578) 22ƒ at 120° (optional) (3) Stacking lugs (29)1„(44)1ƒGray Iron Lid unless otherwise shown. All dimensions are in inches (millimeters) CAST FRAME SECTION C-C SECTION A-A SECTION B-B CAST OPEN LID SECTION D-D CAST CLOSED LID A A B B D D C C 1-1-15 TYPE 1 FRAME AND LIDS STANDARD 604001-04 1-1-09 English (metric). Switched units to 2015 2015 (578) 22ƒ (29) 1„ *(29) 1„(typ.) 6‚ (159) * (29) 1„ (29) 1„ (578) 22ƒ (102) 4 (38) 1• (76)3(44)1ƒ (19) 3/4 E E 16° F F 16° (13) • (19) ƒ SECTION F-F SECTION E-E CAST OPEN LID ADA COMPLIANT(32)1‚ open lid. frame. Added ADA compliant Revised dimensioning oftrafficPedestrian (559x19x25) x14 322x Safety bar (876)2134(44)431(597) 2 123 (572) 2 122 (267)2110(229)9FLOWFLOWSee DETAIL B (typ.) (67)852(51)2(610)24(25)1(51) 2 (44) 4 31 (565) 4 122 (140) 2 15 (140) 2 15 (140) 2 15 (83) 4 13 (83) 4 13 (140) 2 15 (140) 2 15 (140) 2 15 (32) 4 11 (3) 8 1 (32) 4 11 (3) 8 1 (51)2(51)2See DETAIL A (3) R8 1 max. (13)2 1(6)41(44)431(51)2(73)872 (83) R 413 60° (6) R4 1 (19) 4 3(51)2unless otherwise shown. All dimensions are in inches (millimeters) 1-1-15 (743 - 749) 2 1 - 294 129 (641) 4 125 (616) 4 124 1-1-09 English (metric). Switched units to frame. Revised dimensions of STANDARD 604091-03 A D A B CC B TYPE 24 FRAME AND GRATE PLAN - FRAME SECTION C-C GRATE SECTION B-B SECTION D-D DETAIL A DETAIL BSECTION A-A Illinois Department of Transportation January 1,2015 ENGINEER OF POLICY AND PROCEDURES APPROVED January 1,2015 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED DATE REVISIONS Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 January 1, January 1, CONCRETE CURB AND GUTTER AND COMBINATION CONCRETE CURB TYPE B (Sheet 2 of 2) STANDARD 606001-06 Short radius curve A A A A (when space permits) placed at mid-depth 2-No. 4 (No. 13) bars Back of curb with curb box Drainage casting pavement Edge of (typ.) 12 (300) Construction joint full depth and width. Insert ƒ (20) thick preformed joint filler Saw 2 (50) deep at 4 to 24 hours, and seal. 2 (50) deep, and seal. Form with „ (3) thick steel template construction options: Undoweled contraction joint (typ.) 1. 2. 3. PT PC max. cts. (typ.) at 25'-0'' (7.6 m) Contraction joints with 2 (50) min. cl. 2-No. 4 (No. 13) bars (when space permits) placed at mid-depth 2-No. 4 (No. 13) bars (1.5 m) 5'-0" (1.5 m) 5'-0" without curb box Drainage casting Back of curb (typ.) 12 (300) pavement Edge of A A (1.5 m) 5'-0" (1.5 m) 5'-0" (other types permitted) Mountable curb shown HMA surfacing Base course (6)‚tmin.9 (225)min.9 (225)(6)‚tBase course HMA surfacing Pavement (40)1•(175) 7 (340)13•Pavement B C R D(450)181 Pavement ~ Tie bar (40)1•t(175) 7 Pavement R Tie bar ~ B C Dt1 PLAN ON DISTURBED SUBGRADE ON UNDISTURBED SUBGRADE ADJACENT TO FLEXIBLE PAVEMENT DEPRESSED CURB BARRIER CURB DEPRESSED CURB ADJACENT TO FLEXIBLE PAVEMENT BARRIER CURB ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE CONCRETE CURB TYPE B A 2015 2015 Illinois Department of Transportation PASSED ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 January 1, January 1, DATE REVISIONS Saw at 4 to 24 hours, and seal. 2 (50) deep, and seal. Form with „ (3) thick steel template construction option: (Placed in prolongation with pavement joints) Doweled contraction joint 1. 2. ramp returns). side streets and (Such as entrances, Short radius curve joint Contraction (when space permits) placed at mid-depth 2-No. 4 (No. 13) bars dowel bars 18 (450) long joint Construction box Curb with curb box Drainage casting Back of curb pavement joint on the adjacent adjusted to align with This dimension shall be* (typ.) 12 (300 min. (1.0 m) * 3'-0'' min. (1.0 m) * 3'-0'' (4.5 m) 15'-0" (4.5 m) 15'-0" (4.5 m) 15'-0"(300)12(75)3pavement Edge of with (or without) dowels Pavement expansion jointmin.(300)* 12A A A A A with 2 (50) min. cl. 2-No. 4 (No. 13) bars (when space permits) placed at mid-depth 2-No. 4 (No. 13) bars without curb box Drainage casting Back of curb (typ.) 12 (300) min. (1.0 m) *3'-0'' min. (1.0 m) *3'-0'' mid-depth). bar (placed at 18 (450) long dowel cap Expansion joint filler. preformed expansion 1 (25) - thick (min.) Full depth & width min. 1 (25) curb type. as required for Gutter flag width (175) 7 Slope 6% Pavement ~t(40)1•Tie bar Pavement CB A ~ Tie bar R1 Slope 6%tDcurb type. as required for Gutter flag width Slope 5% max. Pavement Tie bar ~t(13)•(175) 7 Pavement A B C R ~ Tie bar Slope 6%D1 tHMA surfacing course PCC base Tie bar (other types permitted) Mountable curb shown course 8 (200) 10 (250) when PCC base course 8 (200) 9 (225) when PCC basemin.3 (75)(6)‚Slope 6% A Pavement B C R Tie bar R Dt~ 1 2 Slope 2% BARRIER CURB TABLE OF DIMENSIONS TYPE (B-15.3) B-6.12 (B-15.45) B-6.18 (B-15.60) B-6.24 (B-22.30) B-9.12 (B-22.45) B-9.18 (B-22.60) B-9.24 A (300) 12 (450) 18 (600) 24 (300) 12 (450) 18 (600) 24 B (25) 1 (25) 1 (25) 1 (50) 2 (50) 2 (50) 2 C (150) 6 (150) 6 (150) 6 (125) 5 (125) 5 (125) 5 D (150) 6 (150) 6 (150) 6 (225) 9 (225) 9 (225) 9 R (25) 1 (25) 1 (25) 1 (25) 1 (25) 1 (25) 1 1 MOUNTABLE CURB TABLE OF DIMENSIONS TYPE (M-5.15) M-2.06 (M-5.30) M-2.12 (M-10.15) M-4.06 (M-10.30) M-4.12 (M-10.45) M-4.18 (M-10.60) M-4.24 (M-15.15) M-6.06 (M-15.30) M-6.12 (M-15.45) M-6.18 (M-15.60) M-6.24 A (150) 6 (300) 12 (150) 6 (300) 12 (450) 18 (600) 24 (150) 6 (300) 12 (450) 18 (600) 24 B (50) 2 (50) 2 (100) 4 (100) 4 (100) 4 (100) 4 (150) 6 (150) 6 (150) 6 (150) 6 C (100) 4 (100) 4 (75) 3 (75) 3 (75) 3 (75) 3 (50) 2 (50) 2 (50) 2 (50) 2 D (50) 2 (50) 2 (100) 4 (100) 4 (100) 4 (100) 4 (150) 6 (150) 6 (150) 6 (150) 6 R R (75) 3 (75) 3 (75) 3 (75) 3 (75) 3 (75) 3 (50) 2 (50) 2 (50) 2 (50) 2 (50) 2 (50) 2 NA NA NA NA NA NA NA NA 1 2 1-1-15 CONCRETE CURB AND GUTTER AND COMBINATION CONCRETE CURB TYPE B (Sheet 1 of 2) STANDARD 606001-06 ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE PLAN BARRIER CURB MOUNTABLE CURB DEPRESSED CURB (TYPICAL) WITH HMA SURFACING ADJACENT TO PCC BASE COURSE TO THE DISABLED TO CURB RAMP ACCESSIBLE DEPRESSED CURB ADJACENT GENERAL NOTES M-2.06 (M-5.15) and M-2.12 (M-5.30) EXPANSION JOINT DETAIL A 2015 2015 1-1-13 for dowel bars. regarding requirement Added general note (150) 6 (25) 1 (150) 6 (150) 6 (25) 1 (B-15.15) B-6.06 * *For corner islands only. (corner islands only). curb and gutter to table Added B-6.06 (B-15.15) barrier unless otherwise shown. All dimensions are in inches (millimeters) islands. See Standard 606301 for details of corner only be required for monolithic construction. The dowel bars shown in contraction joints will maintained. the tie bar and the back of the curb shall be A minimum clearance of 2 (50) between the end of Standard 420001. longitudinal construction joint shown on 24 (600) centers in accordance with details for Longitudinal joint tie bars shall be No. 6 (No. 19) at t = Thickness of pavement. is omitted. the same slope as the subbase or 6% when subbase constructed adjacent to pcc pavement shall be The bottom slope of combination curb and gutter Illinois Department of Transportation PASSED 2009 ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED 2009 ISSUED 1-1-97 January 1, January 1, (Sheet 2 of 2) AND MEDIANS PC CONCRETE ISLANDS STANDARD 606301-04 Variable Face of curb 24 (600) max. Var. R Variable ** * * pavement. Align with joint in adjacent pavement and median end. ƒ (20) PEJF between rigid** const. joint Optional keyed Face of curb (RAMPED NOSES) ** Var. R Var.Var. R=3 (75) R=2 (50) L (see table)(50)2adjacent to pcc ƒ (20) PEJF when ƒ (20) PEJF fill to subgrade Coarse aggregate Improved subgrade (100)4DL (see table) const. joint Optional keyed Improved subgrade Var. R=3 (75) adjacent to pcc ƒ (20) PEJF when R=2 (50)(50)2M-2 (M-5) type only R is applicable to NOTE 2 pav't PCC Improved subgrade gutter flag for distance A Same slope as subbase ortt/216' (5.0 m) for type M-2 (M-5) Maximum pay width is 12' (3.6 m) for type SM or SB and A B C R ~ R =3 (75)2 1 D1.5% Slope min. const. joint Optional keyed HMA surfacing course base PCC at midpoint Place keyway (when required) subgrade Improved 10 (250) for t 8 (200) 9 (225) for t 8 (200)(6)‚min.1 (25)tx(TYPE SM, SB & M-5 (M-2) MEDIANS) 1.5% Slope min. HMA ~ const. joint keyed Optional PCC or HMA (var. thickness) Improved subgrade(6)‚min.9 (225)TYPE P MEDIAN SURFACE SOLID MEDIAN PLAN SECTION F-F SECTION G-G HALF SECTION FOR PCC PAVEMENT HALF SECTION FOR PCC BASE COURSE SECTION H-H HALF SECTION FOR FLEXIBLE PAVEMENT H H G F F G TABLE OF RAMPED NOSE LENGTHS TYPE OF NOSE L Median Small Island Intermediate Island Large Island 6' (1.8 m) 24 (600) 4' (1.2 m) 6' (1.8 m) TABLE OF DIMENSIONS TYPE SB MEDIANS TYPE A B C D R 1 R 1DCBATYPE TABLE OF DIMENSIONS TYPE M AND SM MEDIANS (SB-15.15) SB-6.06 (150) 6 (25) 1 (150) 6 (150) 6 (25) 1 (SB-15.30 SB-6.12 (SB-15.45) SB-6.18 (SB-15.60) SB-6.24 (SB-22.15) SB-9.06 (SB-22.30) SB-9.12 (SB-22.45) SB-9.18 (SB-22.60) SB-9.24 (300) 12 (450) 18 (600) 24 (150) 6 (300) 12 (450) 18 (600) 24 (25) 1 (25) 1 (25) 1 (50) 2 (50) 2 (50) 2 (50) 2 (150) 6 (150) 6 (150) 6 (125) 5 (125) 5 (125) 5 (125) 5 (150) 6 (150) 6 (150) 6 (225) 9 (225) 9 (225) 9 (225) 9 (25) 1 (25) 1 (25) 1 (25) 1 (25) 1 (25) 1 (25) 1 (M-5.15) M-2.06 (M-5.30) M-2.12 (SM-10.15) SM-4.06 (SM-10.30) SM-4.12 (SM-10.45) SM-4.18 (SM-10.60) SM-4.24 (SM-15.15) SM-6.06 (SM-15.30) SM-6.12 (SM-15.45) SM-6.18 (SM-15.60) SM-6.24 (150) 6 (300) 12 (150) 6 (300) 12 (450) 18 (600) 24 (150) 6 (300) 12 (450) 18 (600) 24 (50) 2 (50) 2 (100) 4 (100) 4 (100) 4 (100) 4 (150) 6 (150) 6 (150) 6 (150) 6 (100) 4 (100) 4 (75) 3 (75) 3 (75) 3 (75) 3 (50) 2 (50) 2 (50) 2 (50) 2 (50) 2 (50) 2 (100) 4 (100) 4 (100) 4 (100) 4 (150) 6 (150) 6 (150) 6 (150) 6 (50) 2 (50) 2 (75) 3 (75) 3 (75) 3 (75) 3 (50) 2 (50) 2 (50) 2 (50) 2 DATE REVISIONS Illinois Department of Transportation PASSED 2009 ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED 2009 ISSUED 1-1-97 January 1, January 1, Curb and gutter See DETAIL II Grooves (SEE SHEET 2 FOR DETAILS OF RAMPED NOSES) 24 (600) max. Var. radius * Grooves Face of curb * (1.95 m) 6'-6" DETAIL I See Grooves 90° (FREE FLOW DESIGN) urban conditions 36 (900) Offset for (1.2 m)4'(1.52 m) R5'(600) R24(900)36 2 1 B(.06 - 1.2 m) 2' - 4' See DETAIL I Grooves 90° urban conditions 24 (600) Offset for (9 00) R36 (600) R24(900)36 (1.2 m)4'B2 1 B (FOR RIGHT TURN LANE DESIGN) (SEE SHEET 2 FOR DETAILS OF RAMPED NOSES) drain Slope to ƒ (20) PEJF fill to subgrade Coarse aggregate Var. Pavement median island). barrier type permitted on (mountable curb shown; Face of curb(100)46% (0.6 - 1.2 m) 2' - 4' See DETAIL I (600)24(900) R36(600) R24B12 B angle Corner Face of curb Groove back of curb 11 (280) min. to Var. radius 24 (600). corners with radius greater than is less than 90° and for other Typical detail when corner angle drain Slope to fill to subgrade Coarse aggregate ƒ (20) PEJF Var. Face of mountable curb(100)4Var. Pavement (See sheet 2 for length) less noted otherwise on the plans. Noses 1 and 2 shall be ramped un- posed or existing pavement joint. termination will line up with pro- shall be extended so that the The blockouts B for the islands NOTE: unless otherwise shown. All dimensions are in inches (millimeters) t = Pavement or pcc base course thickness. X = PCC base course plus HMA thickness. of the curb, gutter and median surface. ƒ (20) PEJF conforming to the full cross section shown. See Standard 420001 and 606001 for details not constructed without tie bars. Keyed longitudinal construction joints shall be plans. Median layout and radii shall be as shown on the PEJF = Preformed expansion joint filler. * 1-1-09 1-1-07 English (metric). Switched units to terminology. Asphalt (HMA) Switched to Hot-Mix (Sheet 1 of 2) AND MEDIANS PC CONCRETE ISLANDS STANDARD 606301-04 TYPICAL PLAN OF MEDIAN ISLAND LARGE ISLAND INTERMEDIATE ISLAND SECTION D-D SECTION E-E TYPICAL PLANS OF CORNER ISLANDS SMALL ISLAND DETAIL II DETAIL I GENERAL NOTES B F or G F or G D D D D D D D D F F D D E E DATE REVISIONS Illinois Department of Transportation ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 APPROVED ENGINEER OF SAFETY ENGINEERING Median shoulder Edge of paved 1 L/3 min. (150 m) 500' 1000' (300 m) max. 500' (150 m) min. projects construction For contract projects and utility For maintenance W20-I103(0)-48 W20-1(0)-48 Sign installation and maintenance Shoulder repair Landscaping operations Delineator installation Guardrail installation and maintenance Side slope changes Culvert extensions Utility operations Work area Sign Cone, drum or barricade the work area. 50' (15 m) centers through the remainder of at 25' (8 m) centers for L/3 distance, and at cones, drums or barricades shall be placed When the work operation exceeds one hour,1 English (Metric) L= 60 WS 2 L= 2 150 WS L=(W)(S)L=0.65(W)(S) in feet (meters). Width of offset mph (km/h). Normal posted speed unless otherwise shown. All dimensions are in inches (millimeters) S = W = or greater: 45 mph (80 km/h) or less: 40 mph (70 km/h) SPEED LIMIT Calculate L as follows: from the edge of pavement. encroach in the area 15' (4.5 m) to 24 (600) equipment, workers or their activities will This Standard is used where any vehicles, FORMULAS GENERAL NOTESmin.24 (600)(4.5 m)15'4-1-16 FROM PAVEMENT EDGE 15' (4.5 m) TO 24" (600 mm) OFF-RD OPERATIONS, MULTILANE, STANDARD 701101-05 TYPICAL APPLICATIONS SYMBOLS 2016 2016 W21-1(0)-48 ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION 1-1-14 current MUTCD. number to agree with Revised workers sign Corrected typo in title. April 1, April 1, DATE REVISIONS Illinois Department of Transportation ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 January 1, January 1, APPROVED 2011 2011 pavement for a period of less than 15 minutes. the centerline and a line 24 (600) outside the edge of the For any operation that encroaches in the area between edge of the pavement for a period of less than 60 minutes. For any operation that is more than 24 (600) outside the than 60 minutes. pavement for a period in excess of 15 minutes but less the centerline and a line 24 (600) outside the edge of the For any operation that encroaches in the area between amber dome light operating. Vehicle with dual flashers or flashing min. 100' (30 m) min. 100' (30 m)(600)24amber dome light operating. Vehicle with dual flashers or flashing(600)24W20-4(0)-48 1 1 min. 100' (30 m) min. 100' (30 m) 1 1 W20-4(0)-48 (600)24 SIGN SPACING Posted Speed Sign Spacing 55 50-45 <45 500' (150 m) 350' (100 m) 200' (60 m) 1 = table for distances. Refer to SIGN SPACING Cleaning up debris on pavement Utility operations String line Field survey Marking patches Work area Sign on portable or permanent support Flagger with traffic control sign unless otherwise shown. All dimensions are in inches (millimeters) 1-1-11 STANDARD 701301-04 TYPICAL APPLICATIONS SYMBOLS SHORT TIME OPERATIONS LANE CLOSURE, 2L, 2W, W20-7(O)-48 W20-7(O)-48 ENGINEER OF SAFETY ENGINEERING 1-1-09 English (metric). Switched units to Revised flagger sign. ONE LANE ROAD AHEAD ONE LANE ROAD AHEAD I I I I DATE REVISIONS I Illinois Department of Transportation ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 APPROVED January 1, January 1, 2011 2011 4 3 1 2 2 111 1 1 max. 100' (30 m) R11-2 min. 100' (30 m) W20-1(0)-48 Or W20-I103(0)-48 W20-4(0)-48 Type l or Type ll barricades Type lll barricades W20-3(0)-48 W20-1(0)-48 W20-I103(0)-48 Or Type l or Type ll Barricades (60 m)200'W20-4(0)-48 projects and utility maintenance For W20-1(0)-48 projects construction contract For W20-I103(0)-48 Or One way / one lane operation SIGN SPACING Posted Speed Sign Spacing 55 50-45 <45 500' (150 m) 350' (100 m) 200' (60 m) Work area (not required for moving operations) Cone, drum or barricade Flagger with traffic control sign Sign on portable or permanent support Barricade or drum with flashing light Type III barricade with flashing lights 20' (6 m) centers. Cones, drums or barricades at may be doubled. used. the interval between devices Type I or Type II barricades are at 50' (15 m) centers. When drums or (75 m). Additional cones may be placed Cones at 25' (8 m) centers for 250' For approved sideroad closures. for distances. Refer to SIGN SPACING TABLE1 2 3 4 unless otherwise shown. All dimensions are in inches (millimeters) of one traffic lane in an urban area. encroach on the pavement requiring the closure activities night, any vehicle, equipment, workers or their This Standard is used where at any time, day or 1-1-11 SYMBOLS GENERAL NOTES 2L, 2W, UNDIVIDED URBAN LANE CLOSURE, STANDARD 701501-06 ENGINEER OF SAFETY ENGINEERING 1-1-09 Corrected sign No.'s. English (metric). Switched units to Revised flagger sign. W20-7(O)-48 W20-7(O)-48 ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK ONE LANE ROAD AHEAD ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK ROAD CLOSED ROAD CLOSED AHEAD ONE LANE ROAD AHEAD ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK ROAD CLOSED Illinois Department of Transportation ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 APPROVED January 1, January 1, Or W20-I103(0)-48 Or W21-I106L(0)-48 Or 4 6 W20-1(0)-48 W21-I106R(0)-48 W21-1(0)-48 1 1 1 L L L 6 2 3 barricades Type I or Type II barricades Type III 5 5 R11-2 5 W20-3(0)-48 W20-1(0)-48W20-I103(0)-48 Or(60 m)200'(Sheet 2 of 2) NONTRAVERSABLE MEDIAN MULTILANE, 1W OR 2W WITH URBAN LANE CLOSURE, STANDARD 701601-09 ENGINEER OF SAFETY ENGINEERING W20-7(O)-48 2014 2014 ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK AHEAD CLOSED LEFT LANES 2 AHEAD CLOSED RIGHT LANES 2 ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK ROAD CLOSED AHEAD I I I I I DATE REVISIONS Illinois Department of Transportation ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 APPROVED January 1, January 1, SIGN SPACING Posted Speed Sign Spacing <45 500' (150 m) 350' (100 m) 200' (60 m)English (Metric) L= 60 WS 2 L= 2 150 WS L=(W)(S)L=0.65(W)(S) in feet (meters). Width of offset mph (km/h). Normal posted speed FORMULAS GENERAL NOTES 55 50-45 unless otherwise shown. All dimensions are in inches (millimeters) S = W = or greater: 45 mph (80 km/h) or less: 40 mph (70 km/h) SPEED LIMIT Calculate L as follows: requires lane closures in urban areas. shoulder operations or where construction activities encroach on the pavement during night, any vehicle, equipment, workers or their This Standard is used where at any time, day or Arrow board Cone, drum or barricade Sign on portable or permanent support Work area Barricade or drum with flashing light Type III barricade with flashing lights Flagger with traffic control sign. in taper. Cones, drums or barricades at 20' (6 m) For approved sideroad closures. present. Use flagger sign only when flagger is be doubled. the interval between devices may Type I or Type II barricades are used, at 50' (15 m) centers. When drums or (75 m). Additional cones may be placed Cones at 25' (8 m) centers for 250' Required for speeds > 40 MPH for distances. Refer to SIGN SPACING TABLE1 2 3 4 5 6 SYMBOLS projects construction contract W20-I103(0)-48 for projects and utility maintenance W20-1(0)-48 for Or Or W20-5L(0)-48 W20-5R(0)-48 W21-1(0)-48 Or 4 6 3 1 1 1 2 L 1-1-14 (Sheet 1 of 2) NONTRAVERSABLE MEDIAN MULTILANE, 1W OR 2W WITH URBAN LANE CLOSURE, STANDARD 701601-09 ENGINEER OF SAFETY ENGINEERING W20-7(O)-48 2014 2014 1-1-13 sign. Omitted text 'WORKERS' current MUTCD. number to agree with Revised workers sign ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION LEFT LANE CLOSED AHEAD RIGHT LANE CLOSED AHEAD DATE REVISIONS I Illinois Department of Transportation ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 APPROVED I English (Metric) L= 60 WS 2 L= 2 150 WS L=(W)(S)L=0.65(W)(S) in feet (meters). Width of offset mph (km/h). Normal posted speed FORMULAS GENERAL NOTES SIGN SPACING Posted Speed Sign Spacing <45 500' (150 m) 350' (100 m) 200' (60 m) 55 50-45 unless otherwise shown. All dimensions are in inches (millimeters) S = W = or greater: 45 mph (80 km/h) or less: 40 mph (70 km/h) SPEED LIMIT Calculate L as follows: requires lane closures in an urban area. shoulder operations or where construction activities encroach on the pavement during night, any vehicle, equipment, workers or their This Standard is used where at any time, day or Work area Cone, drum or barricade Sign on portable or permanent support Arrow board Barricade or drum with flashing light Flagger with traffic control sign SYMBOLS MEDIAN OPERATIONS LEFT TURN LANE OR CENTER OPERATIONS SHOULDER OPERATIONS CORNER ISLAND Or W20-I103(0)-48 W20-1(0)-48 W20-I106(0)-48 W21-1(0)-48 Or 4 4 W21-1(0)-48 Type II barricade Type I or 1 1 3 2 Or W20-I103(0)-48 W20-1(0)-48 5 5 3 2 555 1 1 1 2 6 5 5 111Or 4 W21-1(0)-48 W20-5(0)-48 projects construction for contract W20-I103(0)-48 projects and utility maintenance W20-1(0)-48 for Or MULTILANE INTERSECTION URBAN LANE CLOSURE, STANDARD 701701-10LENGINEER OF SAFETY ENGINEERING 200'(60 m)7 W20-7(O)-48 W20-7(O)-48 Or W20-7(O)-48 III150'(45 m)5 vertical barricades at 50' (15 m) centers. Three Type II barricades, drums or speeds > 45 mph. Advanced arrow board required for centers in taper. Cones, drums or barricades at 20' (6 m) 10' (3 m) or for bi-directional turn lanes. Omit this sign when median is less than present. Use flagger sign only when flagger is be doubled. the interval between devices may Type I or Type II barricades are used, at 50' (15 m) centers. When drums or (75 m). Additional cones may be placed Cones at 25' (8 m) centers for 250' Required for speed > 40 mph. for distance. Refer to SIGN SPACING TABLE1 2 3 4 5 6 7 8 8 4-1-16 2016 2016 ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION TURN LANE CLOSED AHEAD LEFT ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION RIGHT LANE CLOSED AHEAD ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK 1-1-14 Rev. workers sign number. board upstream from taper. Added devices at arrow AHEAD. LEFT TURN LANE CLOSED Corrected sign number for April 1, April 1, Or projects construction contract W20-I103(0)-48 for projects and utility maintenance W20-1(0)-48 for Or projects construction contract W20-I103(0)-48 for projects and utility maintenance W20-1(0)-48 for R11-I101-2418 R11-I101-2418 Spacing 10' (3 m) CORNER CLOSURE CROSSWALK CLOSURE R3-1-2424 (Sheet 2 of 2) STANDARD 701801-06 1 1 R11-I102-2430 R11-I102-2430 R11-I102-2430 1 1 1 R3-2-2424 R20-3(O)-48 1 1 R11-I102-2430 R11-I102-2430 CROSSWALK CLOSURE SIDEWALK, CORNER ORIllinois Department of Transportation APPROVED ISSUED 1-1-97 APPROVED ENGINEER OF DESIGN AND EVIRONMENT ENGINEER OF SAFETY ENGINEERING ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED SIDEWALK CLOSED SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE ROAD CLOSED AHEAD 2016 2016 April 1, April 1, projects construction contract W20-I103(0)-48 for projects and utility maintenance W20-1(0)-48 for Or Illinois Department of Transportation APPROVED ISSUED 1-1-97 APPROVED SIDEWALK DIVERSION Or projects construction contract W20-I103(0)-48 for projects and utility maintenance W20-1(0)-48 for R11-I101-2418 road work traffic control. Omit whenever duplicated by GENERAL NOTES DATE REVISIONS 4-1-16 10' (3 m) Spacing 25' (8 m) Spacing SIDEWALK CLOSURE Work area permanent support Sign on portable or Barricade or drum barricade Cone, drum or Type lll barricade SYMBOLS (Sheet 1 of 2) STANDARD 701801-06 1 1 1 1 R11-I102-2430 R11-I102-2430 1 unless otherwise shown. All dimensions are in inches (millimeters) detail on Standard 701901. positioned as shown in "ROAD CLOSED TO ALL TRAFFIC" Type lll barricades and R11-2-4830 signs shall be ends of the actual closures. The SIDEWALK CLOSED signs shall be used at the the corners across the street from the closure. occurs at a corner, the signs shall be erected on to each end of the closure. Where the closure placed at the nearest crosswalk or intersection The SIDEWALK CLOSED / USE OTHER SIDE sign shall be whenever possible. provided on the same side of the closed facilities The temporary pedestrian facilities shall be accessible. Temporary facilities shall be detectable and roadway traffic is affected. other Traffic Control & Protection Standards when This Standard must be used in conjunction with performed. traffic must be rerouted due to work being This Standard is used where, at any time, pedestrian ENGINEER OF DESIGN AND EVIRONMENT ENGINEER OF SAFETY ENGINEERING CROSSWALK CLOSURE SIDEWALK, CORNER OR(1.2 m)4' min.typical Parking space, channelizing barricade Detectable pedestrian ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED SIDEWALK CLOSED USE OTHER SIDE 2016 2016 1-1-12 plan views. Renamed Std. Modified appearance of Added SIDEWALK DIVERSION. covered in the std. spec. from standard as this is Omitted orange safety fence April 1, April 1, ROAD CLOSED ROAD CLOSED TO THRU TRAFFIC ROAD CLOSED TO THRU TRAFFIC Illinois Department of Transportation ENGINEER OF DESIGN AND ENVIRONMENT APPROVED APPROVED ENGINEER OF OPERATIONS ISSUED 1-1-97min. 4' (1.2 m)min. 5' (1.5 m)min.(600)24min.6' (1.8 m)min.7' (2.1 m)min.30 (750)min.4' (1.2 m)min.7' (2.1 m)min. 8' (2.4 m) 24 (600) |3• (90) |Weep holes Traffic(8 m) 25' (8 m) 25' (8 m) 25' (60 m) | 200 (60 m) | 200 (60 m) | 200 warning signs advance Construction flasher Type A max. 6 (150) max. 6 (150) Pavement R11-2 max. 6 (150) shoulder Edge of ROAD CLOSED TO ALL TRAFFIC in front of the barricade. NCHRP 350 temporary sign support directly available, the sign may be mounted on an sign panel which meets NCHRP 350 is not If a Type III barricade with an attached on the back side of the barricades. Reflectorized striping may be omitted stepped or smooth Face may be Traffic Epoxy channels 1ƒ (45) | 3• (90) | (8 m) 25' (1.5 m) 5' min. 12 (300) min. 12 (300)100' (30 m) max.30' (9.1 m) min.flasher Type A R11-4 Pavement ROAD CLOSED TO THRU TRAFFIC directly in front of the barricade. on NCHRP 350 temporary sign supports not available, the signs may be mounted sign panel which meets NCHRP 350 is Type III barricade with an attached both sides of the barricades. If a Reflectorized striping shall appear on MOUNTED ROOF TYPE A MOUNTED ROOF OR TRAILER TYPE B MOUNTED TRAILER TYPE C ARROW BOARDS PLAN SECTION A-A TYPICAL INSTALLATION TEMPORARY RUMBLE STRIPS TYPE III BARRICADES CLOSING A ROAD TYPICAL APPLICATIONS OF (Sheet 3 of 3) DEVICES TRAFFIC CONTROL(13) |•A A 2016 2016 STANDARD 701901-05 April 1, April 1, "'- MAX W IDTH XX XX X M ILES AHEAD NEXT X MILES CONSTRUCTION ROAD CONSTRUCTION END (IF SPECIFIED) SIGN STOP SLOW Illinois Department of Transportation APPROVED APPROVED ENGINEER OF OPERATIONS ISSUED 1-1-97** wood post Metal or 6' (1.8 m) urban 4' (1.2 m) rural 7' (2.1 m) min. urban 5' (1.5 m) min. rural of pavement Elevation of edgeEdge of pavementembedment 5' (1.5 m) min. of curb or face pavement Edge of of pavement Elevation of edge min. ***12 (300)*** Orange flags 18x18 (450x450) lane highways. Dual sign displays shall be utilized on multi- within 2 miles (3200 m). the end of the job unless another job is END CONSTRUCTION sign shall be erected at ject limits. be placed 500' (150 m) in advance of pro- ROAD CONSTRUCTION NEXT X MILES sign shall 2 miles (3200 m) or more in length. This signing is required for all projects (1.8 m - 3.6 m) 6' - 12' edge of the paved shoulder. face of curb or 6' (1.8 m) to the outside this dimension shall be 24 (600) to the When curb or paved shoulder are present** 8 (200) Federal series C (15) ™ FRONT SIDE REVERSE SIDE (513) 20•(100)4(125)5(90)3•(600) 24 (125) 5 (175) 7 (400) 16 (175)7(125)5(600)24(600 - 3 m) 24 - 10'min.8' (2.4 m)7 (180) Federal series BR.1• (40)POST MOUNTED SIGNS SIGNS ON TEMPORARY SUPPORTS HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING FLAGGER TRAFFIC CONTROL SIGN (Sheet 2 of 3) DEVICES TRAFFIC CONTROL STANDARD 701901-05 2016 2016 (1.8 m - 2.1 m)6' - 7'completely above the devices. shall be sufficient to be seen behind other devices, the height be 5' (1.5 m) min. If located four days, this dimension shall When work operations exceed W21-Ill5(0)-3618 R2-1-3648 R10-I108p-3618 END WORK ZONE SPEED LIMIT G20-I103(0)-6036 MINIMUM $XXX FINE LIMIT SPEED XX ZONE WORK ENFORCED PHOTO SPEED ZONE SIGNS HIGHWAY CONSTRUCTION above sign assembly is used. This sign shall be used when the R2-I106p-3618 or as allowed by District Operations. Sign assembly as shown on Standards G20-I104(0)-6036 G20-I105(0)-6024 **** **** under the juristiction of the State. R10-I108p shall only be used along roadways ENGINEER OF DESIGN AND ENVIRONMENT (if required) Warning light April 1, April 1, W12-I103-4848 WIDTH RESTRICTION SIGN XX'-XX" width and X miles are variable. DATE REVISIONS Illinois Department of Transportation ENGINEER OF DESIGN AND ENVIRONMENT APPROVED APPROVED ENGINEER OF OPERATIONS ISSUED 1-1-97* Orange(450-900)18-36(700)28min.4' (1.2 m)min.24 (600)(900)36min. 18 (450)min.5' (1.5 m)min. 4' (1.2 m) (600) 24 (900)36(300)12(200)8(900)36min. 3 (75) (200-300) 8-12 POST MOUNTED 4-6 (100-150)(200-300)8-12(300) 12 unless otherwise shown. All dimensions are in inches (millimeters) pavement surface. All heights shown shall be measured above the FLEXIBLE DELINEATOR VERTICAL PANEL DRUM TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE GENERAL NOTES 4-1-16 (Sheet 1 of 3) DEVICES TRAFFIC CONTROL STANDARD 701901-05CHANNELIZING BARRICADE DETECTABLE PEDESTRIAN max.2 (50)2016 2016 min. 4' (1.2 m)min.36 (900)(200-300)8-12* ** * Warning lights (if required)* 1-1-15 PHOTO ENFORCED plaque. sheet 2. Added note reg. Revised two sign numbers on(100)4min.36 (900)(200-300)8-12(100)4* min. 24 (600)(150)6(100)4(100)4(150)6(100)4*min.36 (900)(200-300)8-12(100)4(100)4min. 24 (600)(150)6(150)6(100)44-6 (100-150)(100)4(100)4(150)6(150)6* Orange(700-900)28-36(100)4(50)2(150)6(75 - 100)3 - 4DAYTIME CONE FOR FOR NIGHTTIME REFLECTORIZED CONE Orange (700 - 900)28 - 36Posted speed < 45 mph Posted speed > 45 mph April 1, April 1, Rev. cone dtls. Add W12-I103. note for post mnt. signs. Add dim's to barricades. Rev. between words) and word or (Between arrow 50' (15 m): rural 20' (6 m): urban Large size: ruralSmall size: urban(1.2 m) 4' (3 m) 10' (600) 24 (2.7 m) 9' (2.4 m) 8' (1.75 m) 5'-9"(838)33(838)33(600)2420°Dir ecti on of Vi ewEdge of Pavement (5 m) 16'-6"(750)30(750) 30 (3 m )10'(200)8(200)8WORD AND ARROW LAYOUT WRONG WAY ARROW BIKE SYMBOL (1.0 m) 3'-4"(1.8 m)6'-0"LANE-REDUCTION ARROW Use mirror image for left lane. Right lane-reduction arrow shown. Illinois Department of Transportation 2015 ENGINEER OF DESIGN AND ENVIRONMENT APPROVED 2015 ISSUED 1-1-97 ENGINEER OF OPERATIONS APPROVED January 1, January 1, MARKINGS TYPICAL PAVEMENT (Sheet 3 of 3) STANDARD 780001-05(1.8 m)6'-0"(1.8 m)6'-0"SYMBOL SHARED LANE (1.0 m) 3'-4"(1.8 m)6'-0"(1.02 m)3'-4"8' (2.4 m): rural6' (1.8 m): urban(914) 36 (1.04 m)3'-5"ACCESSILITY SYMBOL OF INTERNATIONAL (Arrow is optional.) MARKINGS TYPICAL PAVEMENT (Sheet 2 of 3) STANDARD 780001-05 a a Height Legend Size Arrow a 6' (1.8 m)Small 2.9 (74) 8' (2.4 m)Large 3.8 (96) 6' (1.8 m) legend and 4 (100) for 8' (2.4 m) legend. numerals should be approximately 3 (75) for The space between adjacent letters or LETTER AND ARROW GRID SCALE Illinois Department of Transportation 2015 ENGINEER OF DESIGN AND ENVIRONMENT APPROVED 2015 ISSUED 1-1-97 ENGINEER OF OPERATIONS APPROVED January 1, January 1, DATE REVISIONS(50)2(100)4(100)4Edge of pavement White Yellow White (100)4(180)7(40)1•Edge of pavement Yellow (3.05 m) 10' (9.15 m) 30' (9.15 m) 30' (3.05 m) 10' White As specified As specified DIVIDED UNDIVIDED Edge of pavement(100)4(50)2(100)4(50)2(300)12(100)4(100)4(180)7(100)4(600) 24 (3.05 m) 10' (600) 24 (600) 24 the Engineer. As directed by (7.6 m) 25' (7.6 m) 25' (15.2 m) 50' (600) 24 Engineer. by the as directed 8' (2.4 m) or (1.8 m)6'(6.1 m)20'Std. R Lane ~ (400)16 unless otherwise shown. All dimensions are in inches (millimeters) 1-1-15 MARKINGS TYPICAL PAVEMENT (Sheet 1 of 3) STANDARD 780001-05 2 LANE LANE AND EDGE LINES MULTI LANE RAILROAD-HIGHWAY GRADE CROSSING PAVEMENT MARKINGS AT of the MUTCD. as placed by Table 2C-4, Condition B to the Advance Warning Sign (W10-1) should be located directly adjacent is used, a portion of the symbol When the pavement marking symbol each lane. be placed adjacent to each other in lanes and separate RXR symbols shall shall extend across all approach On multi-lane roads, the stop lines may vary according to lane width. The transverse spread of the "X" NOTES Illinois Department of Transportation 2015 ENGINEER OF DESIGN AND ENVIRONMENT APPROVED 2015 ISSUED 1-1-97 ENGINEER OF OPERATIONS APPROVED January 1, January 1, 1-1-14 'LANE-REDUCTION ARROW'. 'LANE DROP ARROW' detail to Added bike symbol. Renamed to center line. present. Stop line placed perpendicular rail or 8' (2.4 m) back from gate, if Approximately 15' (4.5 m) from nearest for stop line at RR crossing. bike symbol. Revised note Added symbols. Revised with approved sealer. Insert conduit and fill Drill hole through pavement. (where installed) Curb and gutter detector loop Sawed slot for Conduit (32)4 11 Grade controller base box, signal base, or Handhole, junction toward handhole 2% min. slope sealer Approved (8) 16 5 retainer tube Plastic plastic tube Loop wire inmin. (40)211min.2 (50)PCC PAVEMENT ASPHALT PAVEMENT or crack Pavement joint slot Sawed sealer Approved (100)4min.4 (100)Sand plastic tube Loop wire in slack section at joint. cut to bottom, forming Loop wire shall follow saw NOTE 1 2 4 5 3 8 7 6 9 8 10 9 11 (25) 1 (25) 1 (25) 1 (25) 1 (25) 1 = Waterproof and dielectric resin = Rigid mold = Electrical tape insulated spice = Twisted and resin soldered conductor = Loop wire insulated conductor = Loop wire in tube = Bare conductor = Lead-in cable insulated conductor = Lead-in cable shield drain-wire = Lead-in cable shield = Lead-in cable (single pair or multipair)1 2 3 4 5 6 7 8 9 10 11 unless otherwise shown. All dimensions are in inches (millimeters) 1-1-09 1-1-02 English (metric) Switched units to Renum. Standard 846001. A A STANDARD 886001-01 INSTALLATIONS DETECTOR LOOP DETECTOR LOOP LEAD-IN LOOP WIRE AND LEAD-IN CABLE SPLICE DETECTOR LOOP INSTALLATION JOINT OR PAVEMENT CRACK DETECTOR LOOP AT PAVEMENT SECTION A-A PLAN Illinois Department of Transportation January 1,2009 APPROVED January 1,2009 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-02PASSED ENGINEER OF OPERATIONS DATE REVISIONS ROAD AHEAD WORK AHEAD MOWING ROAD AHEAD WORK AHEAD MOWING DATE REVISIONS Illinois Department of Transportation ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 APPROVED ENGINEER OF LOCAL ROADS AND STREETS January 1, January 1, 4 miles (6 km), whichever is less. length of one-half day's operation or authority but in no case to exceed the distance to be determined by the local the work area is 700' (215 m). Maximum Minimum distance between the sign and* * Varies * Varies W20-1(O)-36 W21-I101(O)-36 Work area orange flag attached. Sign with 18x18 (450x450) min. CLEANING DITCHES SHOULDER REPAIR CRACK POURING BITUMINOUS RESURFACING SURFACE MAINTENANCE WEED SPRAYING SPREADING AGGREGATE MOWING DAY OPERATIONS ONLY RURAL OPERATIONS TWO-LANE, TWO-WAY TRAFFIC SYMBOLS TYPICAL APPLICATIONS GENERAL NOTES unless otherwise shown. All dimensions are in inches (millimeters) be appropriate for the specific job conditions. the local authority considers this protection to This case is for use on rural local roads where not required. When fluorescent signs are used, orange flags are reflectorized background. 36x36 (900x900) and have black legend on an orange All warning signs shall have minimum dimensions of shoulder respectively. minutes on the pavement or 60 minutes on the may be used when operations do not exceed 15 Applicable operations illustrated in Standard 701301 for all maintenance vehicles while in operation. Flashing lights or rotating beacons are required pavment. are restricted at all times to one side of the All vehicles, equipment, men, and their acitvities to fit field conditions. Longitudinal dimensions may be adjusted slightly with flashing lights. shall be protected by Type I or Type II barricades drop off greater than 3 (75) in the work area Any unattended obstacle, excavation, or pavement day's operation. All signs are to be removed at completion of the approximately 400' (120 m). The distance between the two signs shall be operation or 4 miles (6 km), whichever is less. case to exceed the length of one-half day's area shall be a minimum of 400' (120 m) but in no The distance between this sign and the work the ROAD WORK AHEAD sign and the work area. sign, shall be installed in each direction between (6 kph), a ONE LANE AHEAD, or other appropriate stationary or moving at a speed less than 4 mph When operations are on the pavement and than 1000' (300 m). between work areas at intervals not greater lanes shall be available for traffic movement traffic. At least 500' (150 m) of both traffic traffic lane, leaving the opposite lane open to Maintenance operations shall be confined to one 1-1-15 DAY LABOR MAINTENANCE TRAFFIC CONTROL DEVICES- STANDARD B.L.R. 18-6 2015 2015 1-1-09 one General Note. English (metric). Moved Switched units to Corrected RWA sign number. CLOSED ROAD Illinois Department of Transportation ENGINEER OF DESIGN AND ENVIRONMENT APPROVED ISSUED 1-1-97 January 1, January 1, DATE REVISIONS APPROVED ENGINEER OF LOCAL ROADS AND STREETS 2009 2009 Sign R11-2 or R11-4 mounted as shown. Type III Barricades with Standard barricade. equipment to use road shoulder for passing Resident traffic and day labor force's passage of traffic. Use when shoulders are too narrow for min. 12 (300) min. 12 (300)60' (18.3 m) max.30' (9.1 m) min.unless otherwise shown. All dimensions are in inches (millimeters) be appropriate for the specific job conditions. the local authority considers this protection to This case is for use on rural local roads where be utilized where needed. legends on orange reflectorized backgrounds shall minimum dimensions of 36x36 (900x900) and black Although not shown, advance warning signs with which traffic is to pass. that stripes slope downward toward the side on of barricades. Barricades shall be positioned so Reflectorized striping shall appear on both sides Type III barricades to be width of pavement only. 1-1-09 1-1-98 English (metric). Switched units to Rev. 4th General Note. Rev. "R11-1" to "R11-4". DAY LABOR CONSTRUCTION TRAFFIC CONTROL DEVICES - STANDARD B.L.R. 17-4 GENERAL NOTES ONE DAYLIGHT PERIOD RURAL OPERATIONS EXCEEDING TWO-LANE, TWO-WAY TRAFFIC, Illinois Department of Transportation PASSED 2009 ENGINEER OF POLICY AND PROCEDURES ENGINEER OF DESIGN AND ENVIRONMENT APPROVED 2009 ISSUED 1-1-97 DATE REVISIONS January 1, January 1, of structure Inside face tread Checkeredembedment3 (75) min.min.4 (100)min. 10 (250)(13)•PLAN VIEW ELEVATION VIEW SECTION A-A English (metric). Switched units to steps on sheet 2. and added plastic Revised title, drawings, 1-1-09 4-1-06 unless otherwise shown. All dimensions are in inches (millimeters) (Sheet 1 of 2) MANHOLE STEPS STANDARD 602701-02 CAST IRON STEPS A A Overtime Trade Title Rg Type C Base Foreman M-F Sa Su Hol H/W Pension Vac Trng Other Ins ASBESTOS ABT-GEN All ALL 43.72 44.72 1.5 1.5 2.0 2.0 14.99 13.61 0.00 0.90 ASBESTOS ABT-MEC All BLD 37.88 40.38 1.5 1.5 2.0 2.0 13.42 12.20 0.00 0.72 BOILERMAKER All BLD 50.51 55.05 2.0 2.0 2.0 2.0 6.97 14.65 0.00 1.10 BRICK MASON All BLD 46.88 51.57 1.5 1.5 2.0 2.0 10.85 19.31 0.00 0.95 CARPENTER All ALL 48.55 50.55 1.5 1.5 2.0 2.0 11.79 21.84 0.00 0.73 CEMENT MASON All ALL 46.25 48.25 2.0 1.5 2.0 2.0 14.50 19.04 0.00 1.25 CERAMIC TILE FINISHER All BLD 40.56 40.56 1.5 1.5 2.0 2.0 11.00 12.80 0.00 0.86 COMMUNICATION TECHNICIAN All BLD 34.25 37.05 1.5 1.5 2.0 2.0 12.35 21.78 2.21 0.68 ELECTRIC PWR EQMT OP All ALL 43.71 59.52 1.5 1.5 2.0 2.0 6.00 13.55 0.00 0.77 1.31 ELECTRIC PWR EQMT OP All HWY 41.45 56.38 1.5 1.5 2.0 2.0 5.50 12.87 0.00 0.73 ELECTRIC PWR GRNDMAN All ALL 33.69 59.52 1.5 1.5 2.0 2.0 6.00 10.44 0.00 0.59 1.01 ELECTRIC PWR GRNDMAN All HWY 32.00 56.38 1.5 1.5 2.0 2.0 5.50 9.92 0.00 0.66 ELECTRIC PWR LINEMAN All ALL 52.44 59.52 1.5 1.5 2.0 2.0 6.00 16.27 0.00 0.93 1.58 ELECTRIC PWR LINEMAN All HWY 49.67 56.38 1.5 1.5 2.0 2.0 5.50 15.40 0.00 0.88 ELECTRIC PWR TRK DRV All ALL 34.90 59.52 1.5 1.5 2.0 2.0 6.00 10.83 0.00 0.62 1.05 ELECTRIC PWR TRK DRV All HWY 33.14 56.38 1.5 1.5 2.0 2.0 5.50 10.29 0.00 0.59 ELECTRICIAN All BLD 41.00 45.00 1.5 1.5 2.0 2.0 12.35 24.58 5.72 0.75 ELEVATOR CONSTRUCTOR All BLD 56.61 63.69 2.0 2.0 2.0 2.0 15.58 17.51 4.53 0.62 FENCE ERECTOR NE ALL 42.88 44.88 1.5 1.5 2.0 2.0 13.64 14.89 0.00 0.65 FENCE ERECTOR W ALL 47.00 50.76 2.0 2.0 2.0 2.0 12.26 23.65 0.00 0.88 GLAZIER All BLD 44.85 46.35 1.5 2.0 2.0 2.0 14.49 22.29 0.00 0.94 HEAT/FROST INSULATOR All BLD 50.50 53.00 1.5 1.5 2.0 2.0 13.42 13.66 0.00 0.72 IRON WORKER E ALL 47.00 50.76 2.0 2.0 2.0 2.0 12.26 23.65 0.00 0.88 IRON WORKER W ALL 47.00 50.76 2.0 2.0 2.0 2.0 12.26 23.65 0.00 0.88 LABORER All ALL 43.72 44.47 1.5 1.5 2.0 2.0 14.99 13.61 0.00 0.90 LATHER All ALL 48.55 50.55 1.5 1.5 2.0 2.0 11.79 21.84 0.00 0.73 MACHINIST All BLD 48.93 51.43 1.5 1.5 2.0 2.0 7.68 8.95 1.85 1.32 MARBLE FINISHER All ALL 35.15 48.33 1.5 1.5 2.0 2.0 10.85 17.66 0.00 0.52 MARBLE MASON All BLD 46.03 50.63 1.5 1.5 2.0 2.0 10.85 18.78 0.00 0.64 MATERIAL TESTER I All ALL 33.72 1.5 1.5 2.0 2.0 14.99 13.61 0.00 0.90 MATERIALS TESTER II All ALL 38.72 1.5 1.5 2.0 2.0 14.99 13.61 0.00 0.90 DuPage County Prevailing Wage Rates posted on 7/15/2019 MILLWRIGHT All ALL 48.55 50.55 1.5 1.5 2.0 2.0 11.79 21.84 0.00 0.73 OPERATING ENGINEER All BLD 1 51.10 55.10 2.0 2.0 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All BLD 2 49.80 55.10 2.0 2.0 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All BLD 3 47.25 55.10 2.0 2.0 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All BLD 4 45.50 55.10 2.0 2.0 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All BLD 5 54.85 55.10 2.0 2.0 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All BLD 6 52.10 55.10 2.0 2.0 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All BLD 7 54.10 55.10 2.0 2.0 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All FLT 38.00 38.00 1.5 1.5 2.0 2.0 19.65 15.10 2.00 1.40 OPERATING ENGINEER All HWY 1 49.30 53.30 1.5 1.5 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All HWY 2 48.75 53.30 1.5 1.5 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All HWY 3 46.70 53.30 1.5 1.5 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All HWY 4 45.30 53.30 1.5 1.5 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All HWY 5 44.10 53.30 1.5 1.5 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All HWY 6 52.30 53.30 1.5 1.5 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All HWY 7 50.30 53.30 1.5 1.5 2.0 2.0 20.50 16.85 2.00 1.65 ORNAMENTAL IRON WORKER E ALL 50.05 52.55 2.0 2.0 2.0 2.0 14.14 21.13 0.00 1.25 ORNAMENTAL IRON WORKER W ALL 45.06 48.66 2.0 2.0 2.0 2.0 10.52 20.76 0.00 0.70 PAINTER All ALL 47.30 49.30 1.5 1.5 1.5 2.0 12.43 8.65 0.00 1.45 PAINTER - SIGNS All BLD 39.06 43.86 1.5 1.5 2.0 2.0 2.67 3.32 0.00 0.00 PILEDRIVER All ALL 48.55 50.55 1.5 1.5 2.0 2.0 11.79 21.84 0.00 0.73 PIPEFITTER All BLD 49.60 52.60 1.5 1.5 2.0 2.0 10.75 19.85 0.00 2.67 PLASTERER All BLD 46.75 49.56 1.5 1.5 2.0 2.0 10.85 19.01 0.00 0.95 PLUMBER All BLD 51.00 54.05 1.5 1.5 2.0 2.0 15.37 14.75 0.00 1.35 ROOFER All BLD 44.60 48.60 1.5 1.5 2.0 2.0 10.38 12.74 0.00 0.58 SHEETMETAL WORKER All BLD 48.87 51.31 1.5 1.5 2.0 2.0 10.78 17.51 0.00 0.93 2.31 SPRINKLER FITTER All BLD 50.15 52.65 1.5 1.5 2.0 2.0 13.50 16.60 0.00 0.65 STEEL ERECTOR E ALL 47.00 50.76 2.0 2.0 2.0 2.0 12.26 23.65 0.00 0.88 STEEL ERECTOR W ALL 45.06 48.66 2.0 2.0 2.0 2.0 10.52 20.76 0.00 0.70 STONE MASON All BLD 46.88 51.57 1.5 1.5 2.0 2.0 10.85 19.31 0.00 0.95 TERRAZZO FINISHER All BLD 42.54 42.54 1.5 1.5 2.0 2.0 11.00 14.64 0.00 0.88 TERRAZZO MASON All BLD 46.38 49.88 1.5 1.5 2.0 2.0 11.00 16.09 0.00 0.93 TILE MASON All BLD 47.50 51.50 1.5 1.5 2.0 2.0 11.00 16.06 0.00 0.93 TRAFFIC SAFETY WORKER All HWY 37.75 39.35 1.5 1.5 2.0 2.0 9.30 9.87 0.00 0.30 TRUCK DRIVER All ALL 1 37.61 38.16 1.5 1.5 2.0 2.0 9.08 11.36 0.00 0.15 TRUCK DRIVER All ALL 2 37.76 38.16 1.5 1.5 2.0 2.0 9.08 11.36 0.00 0.15 TRUCK DRIVER All ALL 3 37.96 38.16 1.5 1.5 2.0 2.0 9.08 11.36 0.00 0.15 TRUCK DRIVER All ALL 4 38.16 38.16 1.5 1.5 2.0 2.0 9.08 11.36 0.00 0.15 TUCKPOINTER All BLD 46.50 47.50 1.5 1.5 2.0 2.0 8.34 18.40 0.00 0.93 Legend Rg Region Type Trade Type - All,Highway,Building,Floating,Oil & Chip,Rivers C Class Base Base Wage Rate OT M-F Unless otherwise noted, OT pay is required for any hour greater than 8 worked each day, Mon through Fri. The number listed is the multiple of the base wage. OT Sa Overtime pay required for every hour worked on Saturdays OT Su Overtime pay required for every hour worked on Sundays OT Hol Overtime pay required for every hour worked on Holidays H/W Health/Welfare benefit Vac Vacation Trng Training Other Ins Employer hourly cost for any other type(s) of insurance provided for benefit of worker. Explanations DUPAGE COUNTY IRON WORKERS AND FENCE ERECTOR (WEST) - West of Route 53. The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. TRAFFIC SAFETY Effective November 30, 2018, the description of the traffic safety worker trade in this County is as follows: Work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary, non- temporary or permanent lane, pavement or roadway markings, and the installation and removal of temporary road signs. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in tile like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re-tiled. COMMUNICATIONS TECHNICIAN Low voltage installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) including telephone and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, micro waves, V-SAT, bypass, CATV, WAN (wide area networks), LAN (local area networks), and ISDN (integrated system digital network), pulling of wire in raceways, but not the installation of raceways. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc.), stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade), carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers); Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Conveyor (Truck Mounted); Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted); Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type); Creter Crane; Spider Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment); Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip- Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled); Rock Drill (Truck Mounted); Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work); Hydraulic Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Low Boys; Pumps, Well Points; Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. Class 7. Mechanics; Welders. OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments); Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted); Straddle Buggies; Hydraulic Telescoping Form (Tunnel); Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers); Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft); Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO). Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve; Compressor, Common Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type); Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments); Hydro-Blaster; Hydro Excavating (excluding hose work); Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self- Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc., self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc.; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size); Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc.; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer (Two Bag and Over); Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven. Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling); Light Plants, All (1 through 5); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Pumps, Well Points; Vacuum Trucks (excluding hose work); Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 5. SkidSteer Loader (all); Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature. OPERATING ENGINEER - FLOATING Diver. Diver Wet Tender, Diver Tender, ROV Pilot, ROV Tender TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Tester/Inspector II". TAB 3 Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, © OpenStreetMap contributors, and the GIS User Community IMATERIAL SOLUTIONS LABORATORY 1040 BONAVENTURE DRIVE ELK GROVE VILLAGE, ILLINOIS W. 16TH STREET FROM KINGERY HIGHWAY TO SPRING ROAD AND SPRING ROAD FROM W. 22ND STREET TO TOWER LANE, OAK BROOK, ILLINOIS 1,000 Feet FIGURE 1 T119143 DATE 1 inch=1,000 feet PROJECT SCALE 3/25/2019 SITE CLIENT 1000 EAST WARRENVILLE ROAD NAPERVILLE, ILLINOIS 60563 ENVIRONMENT : DEVELOPMENT : INFRASTRUCTURE LEGEND PROJECT AREA !> !> !> !> !> !> !>PC-14 PC-15 PC-16 PC-24 PC-22 PC-20 PC-19 Esri, HERE, Garmin, © OpenStreetMap contributors, Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community IMATERIAL SOLUTIONS LABORATORY 1040 BONAVENTURE DRIVE ELK GROVE VILLAGE, ILLINOIS W. 16TH STREET FROM KINGERY HIGHWAY TO SPRING ROAD AND SPRING ROAD FROM W. 22ND STREET TO TOWER LANE, OAK BROOK, ILLINOIS 750 Feet FIGURE 2 T119143 Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, DATE 1 inch=750 feet PROJECT SCALE 3/25/2019 SITE CLIENT 1000 EAST WARRENVILLE ROAD NAPERVILLE, ILLINOIS 60563 ENVIRONMENT : DEVELOPMENT : INFRASTRUCTURE LEGEND APPROXIMATE LOCATION OF SOILS THAT MUST BE EXCLUDED FROM CCDD MANAGEMENT !>SOIL SAMPLE LOCATION