Work Zone Traffic Control Devices Art. 1106.02 flexible or frangible material will not be permitted, except signs having a reflective sheeting face bonded to a durable plastic or fabric base will be permitted, (a) in work zones with posted speeds above 45 mph (70 km/hr) when workers are present to maintain the devices and (b) in all work zones having posted speeds of 45 mph (70 km/hr) or less. Specific requirements for various signs shall be as follows.
a.Work Zone Speed Limit Signs. Work zone speed limit sign assemblies shall be as shown on the plans. The individual signs that make up an assembly may be combined on a single panel.
b.Flagger Traffic Control Paddle. The "STOP" face shall consist of white letters and border on a red background. The "SLOW" face shall consist of black letters and border on a fluorescent orange background. Areas outside sign borders shall be light blue or black. The staff may consist of two sections joined by a coupling.
1106.02 Devices. Work zone traffic control devices and combinations of
devices shall meet FHWA 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, and plastic drums with no attachments. Category 1 devices shall be crash tested and accepted or may be self-certified by the manufacturer. Category 2 includes devices that are not expected to produce significant vehicular velocity change but may otherwise be hazardous. These include drums and vertical panels with lights, barricades, and portable sign supports. Category 2 devices shall be crash tested and accepted for Test Level 3. 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 shall be crash tested and accepted for either 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. Currently, there is no implementation date set for this category and it is exempt from the NCHRP 350 or MASH compliance requirement. The Contractor shall provide a manufacturer’s self-certification letter for each Category 1 device and an FHWA acceptance letter for each Category 2 and Category 3 device used on the contract. The letters shall state the device meets FHWA crashworthiness standards for its respective category and test level, and shall include a detailed drawing of the device. The set-up and use of certified/accepted devices shall be the same as that described in the letter. Art. 1106.02 Work Zone Traffic Control Devices At the time of manufacturing, the retroreflective prismatic sheeting used on channelizing devices shall meet or exceed the initial minimum coefficient of retroreflection as specified in the following table. Measurements shall be conducted according to ASTM E 810, without averaging. Sheeting used on cones, drums, and tubular markers shall be reboundable as tested according to ASTM D 4956. Prestriped sheeting for rigid substrates on barricades shall be white and orange. The sheeting shall be uniform in color and devoid of streaks. The color shall conform to the latest appropriate standard color tolerance chart issued by the U.S. Department of Transportation, Federal Highway Administration, and to the daytime and nighttime color requirements of ASTM D 4956. Initial Minimum Coefficient of Retroreflection candelas/footcandle/sq ft (candelas/lux/sq m) of material Observation Angle (deg.) Entrance Angle (deg.) White Orange Fluorescent Orange 0.2 -4 365 160 150 0.2 +30 175 80 70 0.5 -4 245 100 95 0.5 +30 100 50 40 Only the name and telephone number of the agency, Contractor, or supplier may be shown on the non-retroreflective surface of devices. The letters and numbers shall be a non-retroreflective color and a maximum of 2 in. (50 mm) in height. Devices shall also be constructed as shown on the plans and according to the following.
a.Lights. Lights shall meet the requirements of the ITE Purchase Specification for Flashing and Steady-Burn Barricade Warning Lights and shall be visible on a clear night from a distance of 3000 ft (900 m). Lights are classified as follows. Type A - Low intensity flashing Type C - Steady burning The lens shall be internally illuminated by means of an incandescent lamp or LED module. Retroreflective elements shall also be built into the lens to enable it to be seen by the headlights of oncoming traffic. All lights shall be tested and certified as meeting these requirements by an independent laboratory. Each light shall be plainly and permanently marked with the type, manufacturer's name, and model number.
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. Work Zone Traffic Control Devices Art. 1106.02 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.
c.Type I, II, and III Barricades, Vertical Barricades, and Vertical Panels. Barricades and vertical panels shall have alternating white and orange stripes sloping downward at 45 degrees toward the side on which traffic will pass. Type I and Type II Barricades, and Vertical Barricades shall be striped on both sides. Type III Barricades shall be striped on both sides where traffic approaches from either direction. The predominant color for other barricade components shall be white, orange, or silver. The face of the barricade rails may be sloping or vertical. Nominal lumber dimensions may be used to satisfy wooden barricade component dimensions.
d.Direction Indicator Barricades. The top panels shall be fluorescent orange. The black indicator arrow on the top panel shall be a one-direction large arrow (W1-6), appropriately sized for the dimensions of the top panel, according to the MUTCD. The bottom panels shall have alternating white and orange stripes sloping downward at 45 degrees toward the side on which traffic will pass.
e.Drums. Drums shall be nonmetallic and shall have closed tops. Drums may be slightly conical in shape and may have one or more flat surfaces to minimize rolling when hit. Drums shall be weighted in a manner approved by the manufacturer so they are not moved by wind or traffic. Drums shall have alternating white and fluorescent orange horizontal, circumferential stripes. There shall be at least two white and two fluorescent orange stripes on each drum. If non-reflective spaces are left between the white and fluorescent orange stripes, they shall be no more than 2 in. (50 mm) in width. All non-reflectorized portions of the drums shall be orange.
f.Tubular Markers. Tubular Markers shall be designed to bend under repeated impacts and return to an upright position without damage to the impacting vehicle or the markers. The markers shall be readily removable from the bases to permit field replacement. The markers shall be orange in color having two white and two fluorescent orange bands.
g.Truck Mounted/Trailer Mounted Attenuators. The attenuator shall be either a NCHRP 350 or MASH approved unit for Test Level 3. Test Level 2 may be used as directed by the Engineer for normal posted speeds less than or equal to 45 mph. Art. 1106.02 Work Zone Traffic Control Devices
h.Arrow Boards. Arrow boards shall be rectangular, of solid construction, and finished with non-reflective flat black. The boards shall be mounted as shown on Standard 701901. Remote controls shall be provided with roof mounted arrow boards. Arrow boards shall have the capability of the following mode selections:
1.left or right flashing shaft with arrow point; (2) flashing shaft with double arrow points; and (3) caution. The arrow point shall be composed of at least five lamps at an angle of 35 to 60 degrees measured from the horizontal shaft which shall be composed of at least three lamps. Shafts in the double arrow point mode shall be composed of at least two lamps for Type A units and three lamps for Type B and C units. The caution mode shall consist of four or more lamps, arranged in a pattern which will not indicate a direction. The lamps or lenses shall be recess mounted or alternately equipped with an upper hood of not less than 180 degrees, and the color emitted shall be yellow. The lamps shall be 12 V, waterproof units, consisting of LED, Halogen, or sealed incandescent beams, spaced so as to substantially fill the board. Lamps shall be capable of a minimum of 50 percent dimming from their rated voltage. The flashing rate shall not be less than 25 nor more than 40 flashes per minute. Minimum lamp “on” time shall be 50 percent (no lamps shall remain illuminated during "off" time). All units shall have a permanently mounted voltmeter indicating the voltage available to the lamps. Trailer mounted units shall be equipped with a minimum of two indicator lamps on the near side of the arrow board. Requirement Arrow Board Type A B C Minimum Lamp Size PAR 36 PAR 36 PAR 46 Minimum Number of Lamps 12 13 15 Minimum Legibility Distance: 1/ miles 1/2 3/4 1 meters 800 1200 1600 1/ Minimum legibility distances are those at which the arrow board can be comprehended by a driver on a sunny day or clear night. The power to operate the arrow board shall be supplied from self-contained batteries, (with or without a solar panel generator), a vehicle’s electrical system, a gasoline or diesel fueled generator, or an external power source. Where batteries are used as the primary power source, they shall be capable of providing sufficient voltage, between charging, to each of the lamps for a period of at least 72 continuous hours of operation, in any mode at full daylight intensity. Units utilizing gasoline or diesel fueled generators or an external power source shall be equipped with storage batteries wired so the unit will automatically switch to battery power in the event of failure of the primary power source. The batteries shall be capable of providing sufficient capacity to the lamps for at least three continuous hours of operation in any mode at full daylight intensity. Work Zone Traffic Control Devices Art. 1106.02 Where an external power source is used, the cable placement shall meet the approval of the Engineer, and all electrical codes applicable to the area shall be observed. When greater than 24 V is supplied externally, the service cable shall be fused at a location sufficiently removed from the unit so as to leave no live wires exposed at or near the unit in the event of a vehicular collision. Trailer-mounted units shall be equipped with a photoelectrically operated switch capable of varying the lamp voltage from 6 V for nighttime use to 12 V for daylight use. This switch shall not be capable of manual operation. Failure of this switch shall cause the lamps to operate in the dim mode (6 V) only. Roof-mounted units may be equipped with a manually operated voltage control switch.
i.Portable Changeable Message Signs. The sign(s) shall be trailer mounted. The message panel shall be a minimum of 7 ft (2.1 m) above the edge of pavement in urban areas and a minimum of 5 ft (1.5 m) above the edge of pavement in rural areas, present a level appearance, and be capable of displaying up to eight characters in each of three lines at a time. Character height shall be 18 in. (450 mm). The message panel shall be of either a bulb matrix or disc matrix design controlled by an onboard computer capable of storing a minimum of 99 programmed messages for instant recall. The computer shall be capable of being programmed to accept messages created by the operator via an alpha-numeric keyboard and able to flash any six messages in sequence. The message panel shall also be capable of being controlled by a computer from a remote location via a cellular linkage. The message panel shall be visible from 1300 ft (400 m) under both day and night conditions. The letters shall be legible from 750 ft (250 m). The sign shall include automatic dimming for nighttime operation and a power supply capable of providing 24 hours of uninterrupted service.
j.Sign Trailers. Small, lightweight trailers may be used as temporary supports for construction and maintenance signs where post mounted signs are not required by the Highway Standards. The trailer, exclusive of signs, shall be no more than 300 lb (135 kg) and shall not be fabricated with heavier than 3 x 3 in. (75 x 75 mm) angles, 2 1/2 in. (63 mm) diameter pipes, or 3 x 2 in. (75 x 50 mm) rectangular tubing. The rim size of the wheels should not exceed 12 in. (300 mm). Automotive or truck rear axle assemblies with differential housings shall not be used. In the erected position, the tires may rest on the ground or be elevated with the bottom of the tires no greater than 6 in. (150 mm) above the ground. No weights other than sandbags shall be used and sandbags shall rest no higher than 12 in. (300 mm) above the ground. Wheel chocks other than sandbags shall not be used. The tongue may be pinned to the ground (or a paved area if approved by the Engineer) to reduce wind-induced rolling. Such a pin shall be designed to readily pull or break in the event of a vehicular impact. The method of pinning shall be approved by the Engineer. Art. 1106.02 Work Zone Traffic Control Devices Each end of the rear rail of the trailer shall be equipped with a 3 in. (75 mm) diameter or equivalent red reflector.
k.Temporary Water Filled Barrier. The water filled barrier shall be a lightweight plastic shell designed to accept water ballast. The barrier shall meet the requirements of NCHRP Test Level 3 or AASHTO Manual for Assessing Safety Hardware (MASH) 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 meet the requirements of NCHRP Test Level 3 or AASHTO Manual for Assessing Safety Hardware (MASH) 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. The barrier shall be capable of being moved on and off the roadway on a daily basis.
m.Detectable Pedestrian Channelizing Barricades. The top and bottom panels shall have alternating white and orange stripes sloping at 45 degrees on both sides. Barricade stripes shall be 6 in. (150 mm) in width. The predominant color for other barricade components shall be white, orange, or silver. The top and bottom rails shall be continuous to allow for detection for hand trailing and cane trailing, respectively. The faces of the barricade rails shall be vertical.
n.High Tension Cable Median Barrier. The barrier shall be tested and accepted under the National Cooperative Highway Research Program (NCHRP) Report 350 for the required test level and be on the Department’s qualified product list. Barriers installed on front slope grades of 1:6 or flatter shall be Test Level 4. Barriers installed on front slope grades steeper than 1:6 but 1:4 or flatter shall be Test Level 3. The barrier shall include four longitudinal cables, each separated vertically from adjacent cable(s) by a minimum of 4 in. (100 mm), and according to the specific acceptance document issued by FHWA. Each cable shall run to a point of anchorage at the terminal without connection to any other cable. The maximum spacing for line posts in the cable barrier system shall be no more than shown in the specific document issued by FHWA, or 15 ft (4.6 m), whichever is less. Work Zone Traffic Control Devices Art. 1106.03 The terminals/end anchorages shall be tested and accepted under NCHRP Report 350 Test Level 3 and be on the Department’s qualified product list.
1106.03 Temporary Rumble Strips. The rumble strip shall be black in color
and formed of high strength polycarbonate. The strip shall be of one-piece construction with two channels on the underside for flexibility and proper adhesive bondage. The channels shall be interconnected at four or more locations to permit the bonding material to flow from one channel to the other. There shall be at least six weep holes through one or both channels to the upper surface of the strip and at least four through the leading edge of the strip to prevent air voids between the strip and the bonding material. The rumble strip shall be capable of supporting a load of 6000 lb (2700 kg). The load capacity shall be determined by placing a strip over the open end of a 1 in. (25 mm) high vertically-positioned hollow metal cylinder having an internal diameter of 3 in. (75 mm) and a wall thickness of 1/4 in. (6 mm). The load shall be applied slowly through a 1 in. (25 mm) diameter by 1 in. (25 mm) high metal rod centered on the top flat portion of the strip. No weep holes shall be in the compression area. Breakage or significant permanent deformation of the strip shall constitute failure. Other similar designs may be used with the approval of the Engineer. INDEX OF PAY ITEMS APPENDIX A METRIC UNITS OF MEASURE Unit Name Symbol Note Length meter m Area square meter hectare sq m ha (1 ha = 10,000 sq m) Volume cubic meter liter cu m L (1 L = 1000 cu cm) Mass gram metric ton g metric ton (1 metric ton = 1000 kg) Density kilogram / cubic meter kg/cu m Force Newton N (N = kg m/s2) Pressure, Stress Pascal Pa (Pa = N/sq m) Energy, Work Joule J (J = N m) Torque Newton meter N m Power watt W (W = J/s) Speed meters / second kilometers / hour m/s km/hr Temperature degrees celcius ºC Prefixes nano (n) 10-9 one billionth micro (µ) 10-6 one millionth milli (m) 10-3 one thousandth centi (c) 10-2 one hundredth deci (d) 10-1 one tenth deca (da) 101 ten hecto (h) 102 one hundred kilo (k) 103 one thousand Mega (M) 106 one million Giga (G) 109 one billion INDEX OF PAY ITEMS APPENDIX B ENGLISH TO METRIC CONVERSIONS Unit English x Conversion Factor = Metric Length in. 25.4 mm ft 0.3048 m mile 1.6093 km Area sq in. 645.2 sq mm sq ft 0.0929 sq m sq yd 0.8361 sq m acre 0.4047 ha Volume cu in. 16387.1 cu mm cu yd 0.764555 cu m gallon 3.7854 L Mass ounces 28.3495 g lb 0.45359 kg kip (1000 lb) 0.45359 metric ton ton 0.9072 metric ton Mass/area ounces/sq yd 0.0339057 kg/sq m lb/sq ft 4.8824 kg/ sq m lb/sq yd 0.5425 kg/ sq m lb/acre 1.1208 kg/ha ton/acre 2.2417 metric ton/ha Density lb/cu ft 16.01894 kg/cu m lb/cu yd 0.5933 kg/ cu m Force pound 4.44822 N kip 4.44822 kN Pressure, Stress lb/sq ft 47.8803 Pa kip/sq ft 47.8803 kPa psi 6894.76 Pa ksi 6894.76 kPa Energy, Work foot pound 1.35582 J Torque foot pound 1.35582 N m Power hp 745.7 W Speed mph 1.6093 km/hr Temperature (°F - 32)/1.8 = °C INDEX OF PAY ITEMS APPENDIX C ABBREVIATIONS The following is a list of unit abbreviations used throughout this book. Unit - English (metric) Abbreviation Length thousandths of an inch (micrometer) ........................................................ mils (µm) inch (millimeter) ......................................................................................... in. (mm) foot (meter) ..................................................................................................... ft (m) mile (kilometer) ......................................................................................... mile (km) Area square foot (square meter) .................................................................... sq ft (sq m) square yard (square meter) ................................................................. sq yd (sq m) acre (hectare) ........................................................................................... acre (ha) Volume gallon (liter) ................................................................................................... gal (L) cubic yard (cubic meter) ...................................................................... cu yd (cu m) Mass ounce (gram) ................................................................................................. oz (g) pound (kilogram) ........................................................................................... lb (kg) ton (metric ton) ................................................................................ ton (metric ton) Force pound force (Newton) ..................................................................................... lb (N) pound force (kiloNewton) .............................................................................. lb (kN) Pressure, Stress pounds per square inch (kiloPascal) ........................................................ psi (kPa) Energy, Work foot pound (Joule) ........................................................................................ ft lb (J) Torque foot pound (Newton meter) ...................................................................... ft lb (N m) foot pound (kiloNewton meter) .............................................................. ft lb (kN m) Speed feet per minute (meter per minute) .................................................... ft/min (m/min) miles per hour (kilometer per hour) ..................................................... mph (km/hr) Temperature degrees Fahrenheit (degrees Celsius) ......................................................... °F (°C) Electrical millivolt ............................................................................................................... mV volt ........................................................................................................................ V kilovolt ................................................................................................................ kV kilovoltampere .................................................................................................. kVA millampere ......................................................................................................... mA ampere ................................................................................................................. A hertz ................................................................................................................... Hz watt ...................................................................................................................... W kilowatt .............................................................................................................. kW ohm .................................................................................................................. ohm color temperature, Kelvin ...................................................................................... K INDEX OF PAY ITEMS SECTION ITEM PAGE A 563 ADJUSTING SANITARY SEWERS 502 563 ADJUSTING WATER SERVICE LINES 502 818 AERIAL CABLE WITH MESSENGER WIRE 699 280 AGGREGATE (EROSION CONTROL) 131 351 AGGREGATE BASE COURSE, TYPE A or TYPE B 165 358 AGGREGATE BASE REPAIR 179 283 AGGREGATE DITCH 136 280 AGGREGATE DITCH CHECKS 131 402 AGGREGATE FOR TEMPORARY ACCESS 182 481 AGGREGATE SHOULDERS, TYPE A or TYPE B 294 402 AGGREGATE SURFACE COURSE, TYPE A or TYPE B 481 AGGREGATE WEDGE SHOULDER, TYPE B 294 250 AGRICULTURAL GROUND LIMESTONE 111 542 ALUMINUM FLARED END SECTIONS 478 509 ALUMINUM RAILING 397 521 ANCHOR BOLTS 426 285 ARTICULATED BLOCK REVETMENT MAT 142 404 ASPHALT EMULSION SLURRY SEAL 190 643 ATTENUATOR BASE 572 822 AVIATION OBSTRUCTION WARNING LUMINAIRE, LED 703 B 630 BACK SIDE PROTECTION OF GUARDRAIL 555 669 BACKFILL PLUGS 594 601 BACKSLOPE DRAINS, TYPE 1, TYPE 2, or TYPE 3 530 508 BAR SPLICERS 393 782 BARRIER WALL REFLECTORS 665 354, 356 BASE COURSE WIDENING 175, 177 731 BASE FOR TELESCOPING STEEL SIGN SUPPORT 645 509 BICYCLE RAILING 397 511 BITUMINOUS COATED AGGREGATE SLOPEWALL 398 406, 407 BITUMINOUS MATERIALS (FULL LANE SEALANT) 214, 230 406, 408 BITUMINOUS MATERIALS (PRIME COAT) 214, 231 406, 407, BITUMINOUS MATERIALS (TACK COAT) 214, 230, 507 BITUMINOUS SURFACE COAT 387 204 BORROW EXCAVATION 87 540 BOX CULVERT END SECTIONS 450 609 BOX CULVERTS TO BE CLEANED 548 838 BREAKAWAY DEVICE 713 503 BRIDGE DECK GROOVING 328 509 BRIDGE FENCE RAILING 397 501 BRIDGE RAIL REMOVAL 304 592 BRIDGE WASHING 521 281 BROKEN CONCRETE DUMPED RIPRAP 133 INDEX OF PAY ITEMS SECTION ITEM PAGE 281 BROKEN CONCRETE RIPRAP 133 404, 405 BUMP REMOVAL 190, 199 C 632 CABLE ROAD GUARD REMOVAL 558 636 CABLE ROAD GUARD, SINGLE STRAND 562 663 CALCIUM CHLORIDE APPLIED 576 405 CAPE SEAL 199 542 CAST-IN-PLACE REINFORCED CONCRETE END SECTIONS 560 CAST IRON SOIL PIPE 499 602 CATCH BASINS 534, 535 352 CEMENT 170 664 CHAIN LINK FENCE 579 664 CHAIN LINK GATES 579 701 CHANGEABLE MESSAGE SIGN 621 203 CHANNEL EXCAVATION 83 442 CLASS A, CLASS B, or CLASS C PATCHES 283 442 CLASS B PATCH – EXPANSION JOINT 284 606 CLASS SI CONCRETE (OUTLET) 546 506 CLEANING AND PAINTING STRUCTURAL STEEL 381 502 COFFERDAM EXCAVATION 309 502 COFFERDAM (TYPE 1) or (TYPE 2) 310 606 COMBINATION CONCRETE CURB AND GUTTER 545 440 COMBINATION CURB AND GUTTER REMOVAL 266 880 COMBINATION SIGNAL HEAD, LED 738 211 COMPOST FURNISH AND PLACE 99 637 CONCRETE BARRIER 564 540 CONCRETE BOX CULVERTS 450 542 CONCRETE COLLAR 479 606 CONCRETE CURB 545 503 CONCRETE ENCASEMENT 328 734, 878 CONCRETE FOUNDATIONS 648, 737 638 CONCRETE GLARE SCREEN 566 606 CONCRETE GUTTER 545 503 CONCRETE HANDRAIL 328 501 CONCRETE HEADWALL REMOVAL 304 601 CONCRETE HEADWALLS FOR PIPE DRAINS 530 606 CONCRETE MEDIAN 546 501 CONCRETE REMOVAL 303 587 CONCRETE SEALER 517 662 CONCRETE SHOULDER CURB 576 503 CONCRETE STRUCTURES 328 522 CONCRETE STRUCTURES (RETAINING WALL) 446 503 CONCRETE SUPERSTRUCTURE 328 503 CONCRETE SUPERSTRUCTURE (APPROACH SLAB) 328 610 CONCRETE THRUST BLOCKS 550 811 CONDUIT ATTACHED TO STRUCTURE 690 INDEX OF PAY ITEMS SECTION ITEM PAGE 812 CONDUIT EMBEDDED IN STRUCTURE 692 810 CONDUIT ENCASED 688 421 CONTINUOUSLY REINFORCED HIGH-EARLY- STRENGTH PORTLAND CEMENT CONCRETE PAVEMENT 421 CONTINUOUSLY REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT 593 CONTROLLED LOW-STRENGTH MATERIAL 522 863 CONTROLLER CABINET 725 606 CORRUGATED MEDIAN 546 451 CRACK FILLING 289 451 CRACK ROUTING (PAVEMENT) 289 782 CURB REFLECTORS 665 440 CURB REMOVAL 266 D 442 DEFORMED BARS – EXPANSION JOINT 284 635 DELINEATORS 561 722 DEMOUNTABLE LEGEND CHARACTERS AND ARROWS 636 424 DETECTABLE WARNINGS 263 886 DETECTOR LOOP 743 861 DIGITAL TIME SWITCH 724 883 DIRECTIONAL LOUVER 740 565 DOMESTIC METER VAULTS TO BE MOVED 503 565 DOMESTIC WATER SERVICE BOXES TO BE MOVED 503 814 DOUBLE HANDHOLE 694 442 DOWEL BARS 284 602 DRAINAGE STRUCTURES 534 523 DRAINAGE SYSTEM FOR STRUCTURES 447 879 DRILL EXISTING FOUNDATION 737 879 DRILL EXISTING HANDHOLE 737 734 DRILLED SHAFT CONCRETE FOUNDATIONS 648 516 DRILLED SHAFT 421 512 DRILLING AND SETTING PILES 411 522 DRILLING AND SETTING SOLDIER PILES 445 440 DRIVEWAY PAVEMENT REMOVAL 266 512 DRIVING PILES 411 522 DRIVING SOLDIER PILES 445 E 202 EARTH EXCAVATION 82 280 EARTH EXCAVATION FOR EROSION CONTROL 130 521 ELASTOMERIC BEARING ASSEMBLY 426 873 ELECTRIC CABLE IN TRENCH, CONDUIT, OR AERIEL SUSPENDED 870 ELECTRIC CABLE ASSEMBLY 728 817 ELECTRIC CABLE IN CONDUIT 698 804 ELECTRIC SERVICE INSTALLATION 682 542 END SECTIONS 478 INDEX OF PAY ITEMS SECTION ITEM PAGE 670 ENGINEER’S FIELD LABORATORY 597 670 ENGINEER’S FIELD OFFICE TYPE A or TYPE B 597 669 ENGINEERED BARRIER 593 590 EPOXY CRACK INJECTION 519 780 EPOXY PAVEMENT MARKING 659 521 ERECTING ELASTOMERIC BEARING ASSEMBLY 426 505 ERECTING STRUCTURAL STEEL 367 251 EROSION CONTROL BLANKET 115 253 EVERGREENS 124 202 EXCAVATING AND GRADING EXISTING SHOULDER 82 540 EXPANSION BOLTS 450 213 EXPLORATION TRENCH 101 611 EXPLORATION TRENCH 52 IN. (1.3 m) DEPTH 551 F 285 FABRIC FORMED CONCRETE REVETMENT MAT 142 520 FABRIC REINFORCED ELASTOMERIC TROUGH 424 444 FIBER GLASS FABRIC REPAIR SYSTEM 285 871 FIBER OPTIC CABLE 730 404, 405 FIBER-MODIFIED ASPHALT CRACK SEALING 190, 199 611 FIELD TILE JUNCTION VAULTS 552 605 FILLING CATCH BASINS 541 605 FILLING INLETS 541 605 FILLING MANHOLES 541 282 FILTER FABRIC 135 520 FINGER PLATE EXPANSION JOINT 424 564 FIRE HYDRANTS TO BE MOVED 503 608 FLAP GATE 547 858 FLASHER CONTROLLER 722 503 FLOOR DRAINS 328 542 FLUSH INLET BOX FOR MEDIAN, STANDARD 542546 479 302 FLY ASH 150 503 FORM LINER TEXTURED SURFACE 328 604 FRAMES 539 604 FRAMES AND GRATES 539 603 FRAMES AND GRATES TO BE ADJUSTED 537 604 FRAMES AND LIDS 539 603 FRAMES AND LIDS TO BE ADJUSTED 537 601 FRENCH DRAINS 530 857 FULL-ACTUATED CONTROLLER AND CABINET 722 204 FURNISHED EXCAVATION 87 667 FURNISHING AND ERECTING DRAINAGE MARKERS 583 504 FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE BEAMS 666 FURNISHING AND ERECTING RIGHT OF WAY MARKERS 505 FURNISHING AND ERECTING STRUCTURAL STEEL 367 521 FURNISHING ELASTOMERIC BEARING ASSEMBLY 426 INDEX OF PAY ITEMS SECTION ITEM PAGE 512 FURNISHING METAL SHELL PILES 410 512 FURNISHING PRECAST CONCRETE PILES 410 512 FURNISHING PRECAST PRESTRESSED CONCRETE PILES 522 FURNISHING SOLDIER PILES 445 512 FURNISHING STEEL PILES 410 505 FURNISHING STRUCTURAL STEEL 367 512 FURNISHING TREATED PILES 410 512 FURNISHING UNTREATED PILES 410 G 284 GABIONS 139 591 GEOCOMPOSITE WALL DRAIN 520 601 GEOTECHNICAL FABRIC FOR FRENCH DRAINS 530 210 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION 97 522 GEOTEXTILE RETAINING WALL 445 214 GRADING AND SHAPING DITCHES 102 586 GRANULAR BACKFILL FOR STRUCTURES 516 206, 210 GRANULAR EMBANKMENT, SPECIAL 93, 97 604 GRATES 539 604 GRATES AND COVERS 539 780 GROOVING FOR RECESSED PAVEMENT MARKING 660 634 GUARD POSTS 560 782 GUARDRAIL REFLECTORS 665 632 GUARDRAIL REMOVAL 558 815 GULFBOX JUNCTION 695 440 GUTTER REMOVAL 266 H 814 HANDHOLE 694 507 HARDWARE 386 669 HAZARDOUS WASTE DISPOSAL 594 669 HAZARDOUS WASTE GROUNDWATER DISPOSAL 594 251 HEAVY DUTY EROSION CONTROL BLANKET 115 814 HEAVY-DUTY HANDHOLE 694 353 HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE BASE COURSE 354 HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE BASE COURSE WIDENING 420 HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE PAVEMENT 644 HIGH TENSION CABLE MEDIAN BARRIER 574 355 HOT-MIX ASPHALT BASE COURSE 176 356 HOT-MIX ASPHALT BASE COURSE WIDENING 177 406 HOT-MIX ASPHALT BINDER COURSE 214 407 HOT-MIX ASPHALT PAVEMENT (FULL-DEPTH) 230 661 HOT-MIX ASPHALT SHOULDER CURB 575 482 HOT-MIX ASPHALT SHOULDERS 296, 297 406 HOT-MIX ASPHALT SURFACE COURSE 214 INDEX OF PAY ITEMS SECTION ITEM PAGE 440 HOT-MIX ASPHALT SURFACE REMOVAL 266 406 HOT-MIX ASPHALT SURFACE REMOVAL–BUTT JOINT 215 I 891 ILLUMINATED SIGN 745 643 IMPACT ATTENUATORS 572 706 IMPACT ATTENUATORS, TEMPORARY or RELOCATE 630 408 INCIDENTAL HOT-MIX ASPHALT SURFACING 231 885 INDUCTIVE LOOP DETECTOR 741 280 INLET AND PIPE PROTECTION 131 542 INLET BOX, STANDARD 479 280 INLET FILTERS 131 602 INLETS 534, 535 543 INSERTION CULVERT LINER 483 723 INSTALL EXISTING SIGN PANEL 637 250 INTERSEEDING 111 J 452 JOINT OR CRACK FILLING 291 452 JOINT OR CRACK ROUTING 291 813 JUNCTION BOX 693 L 887 LIGHT DETECTOR 743 830 LIGHT POLE 707 836 LIGHT POLE FOUNDATION 711 835 LIGHT TOWER 709 837 LIGHT TOWER FOUNDATION 712 887 LIGHT TRANSMITTER 743 825 LIGHTING CONTROLLER 704 302, 310 LIME 150, 153 803 LOCATING UNDERGROUND CABLE 680 630 LONG-SPAN GUARDRAIL OVER CULVERT 555 406, 407 LONGITUNIDAL JOINT SEALANT 214, 230 421 LUG SYSTEM COMPLETE 256 821 LUMINAIRE 702 M 850 MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION 602 MANHOLES 534, 535 501 MASONRY REMOVAL 303 860 MASTER CONTROLLER 723 508 MECHANICAL SPLICERS 393 522 MECHANICALLY STABILIZED EARTH RETAINING WALL 445 604 MEDIAN INLETS 539 440 MEDIAN REMOVAL 266 580 MEMBRANE WATERPROOFING 508 542 METAL FLARED END SECTIONS 478 INDEX OF PAY ITEMS SECTION ITEM PAGE 729 METAL POST – TYPE A or TYPE B 644 404 MICRO-SURFACING 190 726 MILE POST MARKER ASSEMBLY 639 611 MISCELLANEOUS CONCRETE 552 406 MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS 214 671 MOBILIZATION 599 780 MODIFIED URETHANE PAVEMENT MARKING 659, 660 895 MODIFY EXISTING CONTROLLER 747 638 MODULAR GLARE SCREEN SYSTEM 566 707 MOVABLE TRAFFIC BARRIER 631 250 MOWING 111 251 MULCH, METHOD 1, 2, 3, 3A or 4 115 N 515 NAME PLATES 413 826 OBSTRUCTION WARNING LIGHTING CONTROLLER 704 520 NEOPRENE EXPANSION JOINT 424 702 NIGHTTIME WORK ZONE LIGHTING 623 201, 250 NITROGEN FERTILIZER NUTRIENT 78, 111 630 NON-BLOCKED STEEL PLATE BEAM GUARDRAIL 554 669 NON-SPECIAL WASTE DISPOSAL 594 O 725 OBJECT MARKER – TYPE 1, TYPE 2, TYPE 3 or TYPE 4 639 880 OPTICALLY PROGRAMMED SIGNAL HEAD, LED 738 733 OVERHEAD SIGN STRUCTURE 647 738 OVERHEAD SIGN SUPERSTRUCTURE 652 P 851 PAINT EXISTING TRAFFIC SIGNAL EQUIPMENT 721 780 PAINT PAVEMENT MARKING 659 506 PAINTING STEEL RAILING 381 509 PARAPET RAILING 397 442 PATCHING REINFORCEMENT 284 606 PAVED DITCH 546 440 PAVED DITCH REMOVAL 266 440 PAVED SHOULDER REMOVAL 266 420 PAVEMENT CONNECTOR FOR BRIDGE APPROACH SLAB 701 PAVEMENT MARKING BLACKOUT TAPE 621 783 PAVEMENT MARKING REMOVAL 666 442 PAVEMENT PATCHING 283 421 PAVEMENT REINFORCEMENT 256 440 PAVEMENT REMOVAL 266 888 PEDESTRIAN PUSH-BUTTON 744 876 PEDESTRIAN PUSH-BUTTON POST 735 509 PEDESTRIAN RAILING 397 881 PEDESTRIAN SIGNAL HEAD, LED COUNTDOWN 739 254 PERENNIAL PLANTS 126 INDEX OF PAY ITEMS SECTION ITEM PAGE 280 PERIMETER EROSION BARRIER 131 516 PERMANENT CASING 421 522 PERMANENT SHEET PILING 445 667 PERMANENT SURVEY MARKERS 583 201, 250 PHOSPHOROUS FERTILIZER NUTRIENT 78, 111 512 PILE LOAD TEST 411 512 PILE SHOES 411 704 PINNING TEMPORARY CONCRETE BARRIER 628 501 PIPE CULVERT REMOVAL 304 542 PIPE CULVERTS 478 609 PIPE CULVERTS TO BE CLEANED 548 601 PIPE DRAINS 530 542 PIPE ELBOW 479 509 PIPE HANDRAIL 397 542 PIPE TEE 479 601 PIPE UNDERDRAINS 530 406, 407 POLYMERIZED BITUMINOUS MATERIALS (TACK COAT) 214, 230, 406 POLYMERIZED HOT-MIX ASPHALT BINDER COURSE 214 406 POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE 214 780 POLYUREA PAVEMENT MARKING 659, 660 209 POROUS GRANULAR BACKFILL 96 207 POROUS GRANULAR EMBANKMENT 94 302 PORTLAND CEMENT 150 353 PORTLAND CEMENT CONCRETE BASE COURSE 173 354 PORTLAND CEMENT CONCRETE BASE COURSE WIDENING 423 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT 420 PORTLAND CEMENT CONCRETE PAVEMENT 253 422 PORTLAND CEMENT CONCRETE RAILROAD CROSSING 483 PORTLAND CEMENT CONCRETE SHOULDERS 299 424 PORTLAND CEMENT CONCRETE SIDEWALK 263 406 PORTLAND CEMENT CONCRETE SURFACE REMOVAL- BUTT JOINT 583 PORTLAND CEMENT MORTAR FAIRING COURSE 515 201, 250 POTASSIUM FERTILIZER NUTRIENT 78, 111 285 PRECAST BLOCK REVETMENT MAT 142 540 PRECAST CONCRETE BOX CULVERTS 450 504 PRECAST CONCRETE BRIDGE SLAB 334 504 PRECAST CONCRETE CAPS 334 522 PRECAST CONCRETE LAGGING 446 522 PRECAST MODULAR RETAINING WALL 445 504 PRECAST, PRESTRESSED CONCRETE DECK BEAMS 334 542 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 520 PREFORMED JOINT SEAL 424 INDEX OF PAY ITEMS SECTION ITEM PAGE 520 PREFORMED JOINT STRIP SEAL 424 780 PREFORMED PLASTIC PAVEMENT MARKING 659 780 PREFORMED THERMOPLASTIC PAVEMENT MARKING 659, 660 358 PREPARATION OF BASE 179 310 PROCESSING LIME STABILIZED SOIL MIXTURE 153 302 PROCESSING MODIFIED SOIL 150 352 PROCESSING SOIL-CEMENT BASE COURSE 170 420, 421, 483, 503 PROTECTIVE COAT 253, 256, 299, 328 501 PROTECTIVE SHIELD 303 R 857 RAILROAD, FULL-ACTUATED CONTROLLER AND CABINET 781 RAISED REFLECTIVE PAVEMENT MARKER 664 783 RAISED REFLECTIVE PAVEMENT MARKER REMOVAL 666 895 REBUILD EXISTING SIGNAL HEAD 747 666 REERECTING RIGHT OF WAY MARKERS 582 669 REGULATED SUBSTANCES 593, 594 542 REINFORCED CONCRETE PIPE ELBOW 479 542 REINFORCED CONCRETE PIPE TEE 479 508 REINFORCEMENT BARS 393 450 RELIEF JOINT 288 895 RELOCATE EXISTING ILLUMINATED SIGN 747 844 RELOCATE EXISTING LIGHT TOWER 719 844 RELOCATE EXISTING LIGHTING UNIT 719 895 RELOCATE EXISTING MAST ARM ASSEMBLY AND POLE 895 RELOCATE EXISTING PEDESTRIAN PUSH-BUTTON 747 895 RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD 747 895 RELOCATE EXISTING SIGNAL HEAD 747 895 RELOCATE EXISTING TRAFFIC SIGNAL CONTROLLER 747 895 RELOCATE EXISTING TRAFFIC SIGNAL POST 747 844 RELOCATE EXISTING WOOD POLES 719 735 RELOCATE OVERHEAD SIGN SUPERSTRUCTURE 649 724 RELOCATE SIGN PANEL 637 735 RELOCATE STRUCTURAL STEEL SUPPORT FOR OVERHEAD SIGN STRUCTURE 704 RELOCATE TEMPORARY CONCRETE BARRIER 628 202, 502 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL 82, 310 449 REMOVAL AND REPLACEMENT OF PREFORMED ELASTOMERIC JOINT SEALS FOR PAVEMENT 845 REMOVAL OF ELECTRIC SERVICE INSTALLATION 720 501 REMOVAL OF EXISTING CONCRETE DECK 303 501 REMOVAL OF EXISTING STRUCTURES 303 501 REMOVAL OF EXISTING SUPERSTRUCTURES 303 845 REMOVAL OF LIGHTING CONTROLLER 720 842 REMOVAL OF LIGHTING TOWER 716 INDEX OF PAY ITEMS SECTION ITEM PAGE 842 REMOVAL OF LIGHTING UNIT 716 843 REMOVAL OF OBSTRUCTION WARNING LIGHTING 717 842 REMOVAL OF POLE FOUNDATION 716 841 REMOVAL OF TEMPORARY LIGHTING UNIT 714 738 REMOVE AND RE-ERECT OVERHEAD SIGN STRUCTURE WALKWAY 738 REMOVE AND RE-ERECT OVERHEAD SIGN SUPERSTRUCTURE 633 REMOVE AND REERECT RAIL ELEMENT OF EXISTING GUARDRAIL 633 REMOVE AND REERECT STEEL PLATE BEAM GUARDRAIL 738 REMOVE AND RE-ERECT STRUCTURAL STEEL SUPPORT FOR OVERHEAD SIGN STRUCTURE 633 REMOVE AND REERECT TRAFFIC BARRIER TERMINALS 635 REMOVE AND REINSTALL DELINEATORS 561 895 REMOVE AND REINSTALL ELECTRIC CABLE FROM CONDUIT 735 REMOVE AND RELOCATE GROUND MOUNTED SIGN SUPPORT 737 REMOVE CONCRETE FOUNDATION 650 895 REMOVE ELECTRIC CABLE FROM CONDUIT 747 895 REMOVE EXISTING CONCRETE FOUNDATION 747 895 REMOVE EXISTING HANDHOLE 747 895 REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT 747 737 REMOVE GROUND MOUNTED SIGN SUPPORT 650 735, 736 REMOVE OVERHEAD SIGN STRUCTURE 649 738 REMOVE OVERHEAD SIGN STRUCTURE WALKWAY 652 738 REMOVE OVERHEAD SIGN SUPERSTRUCTURE 652 724 REMOVE SIGN PANEL 637 738 REMOVE STRUCTURAL STEEL SUPPORT FOR OVERHEAD SIGN STRUCTURE 605 REMOVING CATCH BASINS 540, 541 605 REMOVING INLETS 540, 541 605 REMOVING MANHOLES 540 781 REPLACEMENT REFLECTOR 664 202 ROCK EXCAVATION 82 502 ROCK EXCAVATION FOR STRUCTURES 309 203 ROCK EXCAVATION IN CHANNEL 83 503 RUBBED FINISH 328 441 RUBBLIZING PORTLAND CEMENT CONCRETE PAVEMENT S 442 SAW CUTS 284 503 SEAL COAT CONCRETE 328 672 SEALING ABANDONED MONITORING WELLS 599 672 SEALING ABANDONED WATER WELLS 599 INDEX OF PAY ITEMS SECTION ITEM PAGE 522 SECANT LAGGING 446 250 SEEDING 111 253 SEEDLINGS 124 522 SEGMENTAL CONCRETE BLOCK WALL 445 250, 254 SELECTIVE MOWING STAKES 111, 126 805 SERVICE INSTALLATION 683 301 SHAPING AND GRADING ROADWAY 146 703 SHORT TERM PAVEMENT MARKING 626 703 SHORT TERM PAVEMENT MARKING REMOVAL 626 601 SHOULDER REMOVAL AND REPLACEMENT 530 642 SHOULDER RUMBLE STRIPS 571 253 SHRUBS 124 440 SIDEWALK REMOVAL 266 640 SIGHT SCREEN (CHAIN LINK FENCE) 569 639 SIGHT SCREEN (PRECAST PRESTRESSED CONCRETE PANEL WALL) 641 SIGHT SCREEN (WOODEN FENCE) 570 821 SIGN LIGHTING 702 720 SIGN PANEL 634 721 SIGN PANEL OVERLAY 636 880 SIGNAL HEAD, LED 738 302 SLAG-MODIFIED PORTLAND CEMENT 150 284 SLOPE MATTRESS 139 511 SLOPE WALL 398 501 SLOPE WALL REMOVAL 304 607 SLUICE GATE 547 252 SODDING 117 669 SOIL DISPOSAL ANALYSIS 594 872 SPAN WIRE 731 669 SPECIAL WASTE DISPOSAL 594 669 SPECIAL WASTE GROUNDWATER DISPOSAL 594 312 STABILIZED SUBBASE 161 521 STEEL BEARING ASSEMBLY 426 877 STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 542 STEEL FLARED END SECTIONS 478 877 STEEL MAST ARM ASSEMBLY AND POLE 736 630 STEEL PLATE BEAM GUARDRAIL 554 509 STEEL RAILING 397 507 STEEL TRAFFIC TREADS 387 281 STONE DUMPED RIPRAP 133 281 STONE RIPRAP 133 521 STORAGE OF ELASTOMERIC BEARING ASSEMBLIES 426 505 STORAGE OF STRUCTURAL STEEL 367 551 STORM SEWER INSTALLATION 496 551 STORM SEWER REMOVAL 496 550 STORM SEWERS 495 611 STORM SEWERS (SPECIAL) 552 INDEX OF PAY ITEMS SECTION ITEM PAGE 552 STORM SEWERS JACKED IN PLACE 499 611 STORM SEWERS PROTECTED, CLASS A 552 630 STRONG POST GUARDRAIL ATTACHED TO CULVERT 555 727 STRUCTURAL STEEL SIGN SUPPORT - BREAKAWAY 641 738 STRUCTURAL STEEL SUPPORT FOR OVERHEAD SIGN STRUCTURE 502 STRUCTURE EXCAVATION 309 505 STUD SHEAR CONNECTORS 367 311 SUBBASE GRANULAR MATERIAL, TYPE A, TYPE B, or TYPE C 201, 252 SUPPLEMENTAL WATERING 78, 117 T 728 TELESCOPING STEEL SIGN SUPPORT 643 513 TEMPORARY BRIDGE COMPLETE 412 701 TEMPORARY BRIDGE TRAFFIC SIGNALS 621 704 TEMPORARY CONCRETE BARRIER 628 280 TEMPORARY DITCH CHECKS 131 280 TEMPORARY EROSION CONTROL BLANKET 131 280 TEMPORARY EROSION CONTROL SEEDING 131 201 TEMPORARY FENCE 78 280 TEMPORARY HEAVY DUTY EROSION CONTROL BLANKET 522 TEMPORARY MECHANICALLY STABILIZED EARTH RETAINING WALL 703 TEMPORARY PAVEMENT MARKING 626 781 TEMPORARY RAISED REFLECTIVE PAVEMENT MARKER 406 TEMPORARY RAMP 215 701 TEMPORARY RUMBLE STRIPS 621 522 TEMPORARY SHEET PILING 445 522 TEMPORARY SOIL RETENTION SYSTEM 445 705 TEMPORARY STEEL PLATE BEAM GUARDRAIL 628 705 TEMPORARY TRAFFIC BARRIER TERMINAL 628 890 TEMPORARY TRAFFIC SIGNAL INSTALLATION 744 708 TEMPORARY WATER FILLED BARRIER 632 725 TERMINAL MARKER 639 512 TEST PILE 411 872 TETHER WIRE 731 780 THERMOPLASTIC PAVEMENT MARKING 659 442 TIE BARS 284 211 TOPSOIL EXCAVATION AND PLACEMENT 99 211 TOPSOIL FURNISH AND PLACE 99 631 TRAFFIC BARRIER TERMINAL 557 701 TRAFFIC CONTROL AND PROTECTION STANDARDS 619, 620 701 TRAFFIC CONTROL SURVEILLANCE 621 882 TRAFFIC SIGNAL BACKPLATE 740 875 TRAFFIC SIGNAL POST 735 INDEX OF PAY ITEMS SECTION ITEM PAGE 859 TRANSCEIVER 723 864 TRANSCEIVER - FIBER OPTIC 727 827 TRANSFORMER, GENERAL PURPOSE 705 421 TRANSVERSE TERMINAL JOINT COMPLETE 256 507 TREATED TIMBER 386 522 TREATED TIMBER LAGGING 445 201 TREE PRUNING 78 201 TREE REMOVAL 78 201 TREE ROOT PRUNING 78 201 TREE TRUNK PROTECTION 78 253 TREES 124 208 TRENCH BACKFILL 95 509 TUBULAR THRIE BEAM RETROFIT RAIL FOR BRIDGES 727 TUBULAR STEEL SIGN SUPPORT-BREAKAWAY 641 251 TURF REINFORCEMENT MAT 115 610 TYPE E, F, OR G INLET BOX, STANDARD 610001 550 U 810 UNDERGROUND CONDUIT 688 669 UNDERGROUND STORAGE TANK REMOVAL 594 821 UNDERPASS LUMINAIRE 702 862 UNINTERRUPTABLE POWER SUPPLY 724 816 UNIT DUCT 697 507 UNTREATED TIMBER 386 522 UNTREATED TIMBER LAGGING 445 V 602 VALVE VAULTS 534, 535 253 VINES 124 W 561 WATER MAIN 500 562 WATER SERVICE LINE 501 581 WATERPROOFING MEMBRANE SYSTEM 513 822 WATERWAY OBSTRUCTION WARNING LUMINAIRE, LED 703 630 WEAK POST GUARDRAIL ATTACHED TO CULVERT 555 420, 442 WELDED WIRE REINFORCEMENT 253, 284 421 WIDE FLANGE BEAM TERMINAL JOINT COMPLETE 256 730 WOOD SIGN SUPPORT 644 665 WOVEN WIRE FENCE 581 665 WOVEN WIRE GATES 581 INDEX A Abbreviations, 1 Aboriginal Records and Antiquities, 33 Adjusting catch basins, 531 frames and grates, 535 frames and lids, 535 inlets, 531 manholes, 531 rings, 537 sanitary sewers, 502 valve vaults, 531 water service lines, 502 Advertisement, definition, 2 Aggregate coarse, 760 fine, 751 Articulated Block Revetment Mat,141 Award, definition, 2 B Backfill controlled low-strength material, for base course widening, 81, 175, for catch basins, manholes, inlets or valve vaults, 534 for concrete gutter, curb, median and paved ditch, 545 for electrical work, 706 for french drains, 529 for hot-mix asphalt shoulders, 81 for pipe culverts, Method I, 470 for pipe culverts, Method III, 474 for pipe drains, 526 for pipe underdrains, 527 for sight screens, 566, 570 for sign foundations and supports, 637, 647 for storm sewers, 492 for structures, 306 for undergound storage tanks, 593 for vaulted abutments, 516 porous granular, 95 trench, 94 Barrier concrete, 562 high tension cable median, 573 movable traffic, 630 temporary concrete, 626 temporary water filled, 631 Base Course aggregate, 162 hot-mix asphalt, 175 lime stabilized soil mixture, 161 portland cement concrete, 170 repair and preparation, 178 soil-cement, 165 widening, 173, 176 Bearings, 425 elastomeric, 1059 metal, 425 preformed pads, 1059 Bidder, definition, 2 Bituminous Materials, 907 asphalt binder, 908 as phalt fillers, 916 emulsified asphalt, 910 full lane sealant, 917 longitudinal joint sealant, 917 medium curing liquid asphalt, 914 rapid curing liquid asphalt, 913 road oils, 915 slow curing liquid asphalt, 915 Bolts anchor, 425 high strength steel, 340 turned and ribbed, 339 Breakaway Devices, 712 Bricks, Building and Paving, 961 Bridge definition, 2 temporary, 390 Broken Concrete, Materials, 777 C Cable electric, 731 fiber optic, 728 in raceway, 697 locating underground, 679 multi-conductor power, 727 road guard, 561 road guard removal, 557 Calcium Chloride Applied, 576 Calendar Day, definition, 2 Cape Seal, 191 Cataclysmic Event, definition, 2 Catch Basin, 531 removing or filling, 539 Cement, 748 Chemical Adhesive, 867 Chief, Bureau of Construction, definition, 3 Claims, Contract, 66 Clearing, 73 Coarse Aggregate, 760 for blotter, embankment, backfill, bedding, and french drains, for embankment special, subbase, base, surface, and shoulder, for hot-mix asphalt, 768 for portland cement concrete, 766 for retaining wall select fill, 774 Cofferdams, 305 seal coats in, 320 Conduit underground, 684 Completion Date, 53 Concrete admixtures, 862 air content, 838 broken, 777 cellular, 868 collars, 477 curing and protection, 845 curing materials, 864 epoxy materials, 866 haul time, 842 portland cement, 820 precast products, 922 ready-mixed, 839 slump test, 838 strength test, 839 temperature control, 855 water/cement ratio, 838 Contract coordination of documents, 18 definition, 3 Contract Bond, definition, 3 Contract Time, definition, 3 Contractor cooperation, 19 definition, 3 responsibility, 25 termination of responsibility, 59 Controlled Low-Strength Material, 818 Controller cabinet, 725 flasher, 722 lighting, 703 master, 723 obstruction warning lighting, 704 traffic actuated, 721 Controlling Item, 51 Crack Control, Reflective Treatment, 947 Sealing, 288, 289 Culvert definition , 3 to be cleaned, 574 Culvert, Box cast-in-place concrete, 448 precast concrete, 448 Culvert, Pipe, 451 end treatments, 475 insertion lining, 479 jacked, 477 method I construction, 464 method II construction, 473 method III construction, 474 removal, 300 temporary, 477 Curb concrete shoulder, 575 hot-mix asphalt shoulder, 574 Curb, Curb and Gutter, Concrete, 541 inlets, entrances and outlets, 543 D Deficiency Deduction diesel vehicle emissions, 17 erosion and sediment control, 15 idling restriction, 17 traffic control, 16 weight control, 59 Delineators, 560 Department, definition, 3 Detectable Warnings, 262 Detector inductive loop, 740 loop, 741 Detours, Maintenance of, 10 Differing Site Conditions, 9 Digital Time Switch, 724 Disk Harrow, 1126 Disposal of Materials, 79 Ditch paved, 541 paved, removal, 263 Drains french, 529 geocomposite wall, 519 pipe, 523 Drilled Shafts, 413 E Edging Tool, 1164 Electrical Service Installation highway lighting, 680 traffic signal, 682 Embankment, 87 granular, special, 92 porous granular, 94 Emergency Vehicle Priority System, Engineer authority of, 14 definition, 3 Engineer's Field Office, 594 Equipment, definition, 4 Erosion Control, Temporary, 128 Excavation channel, 83 earth or rock, 79 for base course widening, 81 for hot-mix asphalt shoulders, 81 furnished or borrow, 84 structure, 304 structure in rock, 305 Explosives, Use of, 31 Extra Work definition, 4 payment for, 62 F Fabric, Materials, 1033 filter, 134 for ground stabilization, 96 Fabric Formed Concrete Revetment Mat, 139 Fabric Reinforced Elastomeric, Material, 867 Fence chain link, 576 woven wire, 580 Fiber Optic Cable, 728 Fiberglass Fabric Repair System, 284 Fillers, Preformed Expansion Joint, Final Clean Up, 10 Fine Aggregate, 751 for bedding, backfill, and french drains, 758 for controlled low-strength material, for hot-mix asphalt, 757 for membrane waterproofing, 758 for micro-surfacing and slurry sealing, 760 for pcc and mortar, 755 for retaining wall select fill, 759 Fire Hydrant moving, 502 us e of, 31 Flaggers, 605 railroad, 29 Fly Ash, Material, 814 in pcc, 832 Footings and Foundations, 320 Foundations breakaway devices, 996 concrete, for sign structures, 647 drill existing, 737 light pole, 709 light tower, 711 remove concrete, 650 traffic signal concrete, 736 G Gabions, 136 Gates chain link, 578 flap, 547 sluice, 546 woven wire, 580 Ground Granulated Blast-Furnace Slag, Material, 815 Grounding, 683 Grout, 866 chemical adhesive resin system, Guardrail removal, 557 removing and reerecting, 558 steel plate beam, 552 temporary, 628 H Handhole, 693 drill existing, 737 Header, 1163 High-Reactivity Metakaolin, Material, Hot-Mix Asphalt, Materials, 868 PFP, 878 QCP, 882 QC/QA, 886 Hot-Mix Asphalt binder and surface course, 200 incidental surfacing, 231 I Impact Attenuators, 571 temporary, 629 Indemnification, 36 Inspection federal aid provision, 26 final, 21 of work, 20 plant, 23 Inspector definition, 4 duties of, 20 Insurance, 37 railroad protective liability, 28 worker's compensation, 25 Invitation for Bids, definition, 4 J Joints finger plate, 424 neoprene expansion, 422 preformed elastomeric compression seal, 422 preformed elastomeric strip seal, structures, expansion, 422 L Laboratory definition, 4 engineer's field, 597 Legal Holidays, 27 Licenses, 25 Lighting aerial cable, 698 temporary, removal, 713 Lights on barricade, 1170 on devices, 609 Lime, Materials, 815 Local Traffic, definition, 4 Luminaire, 700 M Mailboxes, 33 Marker drainage, 582 mile post, assembly, 639 object, 638 permanent survey, 582 raised reflective pavement, 661 raised reflective pavement, removal, 665 right-of-way, 581 terminal, 638 Masonry , Materials brick, 921 concrete masonry units, 926 precast manholes, 926 Material Allowance, 65 Materials, definition, 4 Mechanical Splicers, 391 Median concrete, 543 crossovers, 604 definition, 4 earth, 291 on bridges, 322 Metal, Materials bolts, 781, 786 cable road guard, 788 castings, 786 copper water tube, 794 dowel bars, 784 fence, 788 guardrail, 787 metal joints, 784 metal shell and sheet piling, 779 pipe, 787 pipe and pipe arches, 778 posts and hardware for highway markers and signs, 791 railings, 794 reinforcement, 782 stainless steel hardware, 794 structural steel, 779 transverse tie rods and dowel rods, turnbuckles, 786 washers, 780, 786 Microsilica, Material, 814 Micro-Surfacing, 182 Mineral Filler, Material, 815 Mixer rotary speed, 1127 truck, 1151 Mobilization, 599 Mulch, 112, 122 N Nighttime Work Zone Lighting, 622 Noise Restrictions, Construction, 42 O Obstruction Warning Luminaires, 702 P Paint, Materials, 802 Parapets, concrete, 322 Patching class A, B, C & D, 271 keeping road open, 611 opening to traffic, 612 Patents, 25 Pavement connector for bridge approach slab, dirt on, 30 equipment on, 30 full depth hot-mix asphalt, 216 portland cement concrete, 232 adjacent to railroad grade crossing, continuously reinforced, 254 driveway, 259 opening to traffic, 610 removal, 263 Pavement Marking, 653 grooving for recessed, 654 removal, 665 short term, 624 temporary, 625 work zone, 624 Pavement Structures, definition, 4 Pay Item, definition, 5 Payment expenses incurred by the department, 64 extra work, 61 final, 65 items omitted, 64 partial progress payments, 65 material allowances, 65 scope of, 61 subcontractor mobilization, 72 to subcontractors, 71 Pedestrian Push Button, 743 Permits, 25 Piling , 399 bearing values, 407 concrete, 399 drilling and setting, 409 driving, 402 furnished length, 409 metal shell, 399 steel, 400 storage and handling, 402 test, 408 timber, 364, 401 welding, 401 Pipe cast iron soil, 499 corrugated metal, 778 elbow, 477 tee, 477 Pipe, Materials, 918 Placing Topsoil and Compost, 97 Plans, 17 definition, 5 Plants hot-mix asphalt, 1131 mobile portland cement concrete, Pole light, 705 mast arm assembly and, 735 Post guard, 559 guardrail, 553 metal, 643 pedestrian push button, 735 traffic signal, 734 Precast Block Revetment Mat, 141 Progress Payments, 65 Progress Schedule, 51 Proposal, definition, 5 Proposal Guaranty, definition, 5 Protective Coat, 252, 326, 545 materials, 866 Protective Shield, 300 Public Convenience and Safety, 26 Q Quantities changes in, 8 measurement and payment of, 59 R Raceways embedded in structure, 691 exposed, 688 underground, 664 Railings concrete, 322 metal, 393 plank, 386 temporary bridge, 396 tubular thrie beam retrofit, 394 Railroad clearances, 30 crossing, pcc, 257 definition, 5 engineer authority of, 14 definition, 5 permits, 25 protection of traffic and property, 29 temporary grade crossing, 28 Ramps, temporary HMA, 210 temporary rubber and plastic, 211, Reclaimed Asphalt Pavement and Recalimed Asphalt Shingles, 897 Reflectors, 664 for delineator, 1122 for guardrail and barrier wall, 1121 replacement, 663 Regional Engineer, definition, 5 Regulated Substances, 31 Reinforcement Bars, 387 Resident Engineer/Technician authority of, 20 definition, 5 Restoration of property, 32 surfaces opened by permit, 26 traffic signs, 36 Retaining Walls, 427 cast-in-place concrete, 442 geotextile, 438 mechanically stabilized earth, 432 precast modular retaining wall systems, 435 segmental concrete block, 440 sheet piling, 428 soldier pile, 429 temporary mechanically stabilized earth, 432 temporary soil retention system, Revetment Mats articulated block, 141 fabric formed concrete, 140 precast block, 141 Right-of-Way definition, 5 furnishing, 42 Riprap, 131 Roadbed, definition, 5 Roadside, definition, 5 Roadside Development, definition, 5 Roadway definition, 5 final shaping, trimming and finishing of, 99 Rollers, 1124 Rubbilized PCC, 266 Rumble Strips in shoulders, 570 temporary, 609, 1175 S Sanitary Provisions, 26 Screen chain link fence sight, 567 glare, 564 precast prestressed concrete sight, wood fence sight, 569 Sealer bridge relief joint, 517 concrete, 516 mastic joint for pipe, 941 poured joint, 934 Sealing abandoned monitoring wells, 599 abandoned water wells, 599 Seals cofferdam, 320 nonmetallic water, 319 preformed elastomeric, 939 Seeding, 102 Settlement Platforms, 85 Sewer, Storm jacked in place, 497 removal and installation, 496 Sheeting reflective, 1168 Shoulders aggregate, 292 traffic control, 603 bridge approach slab, 251 definition, 5 earth, 291 hot-mix asphalt, 294 portland cement concrete, 297 opening to traffic, 609 removal, 263 replacement, 281 stabilization at guardrail, 554 Sidewalk definition, 6 on bridges, 325 portland cement concrete, 260 ramps, 262 removal, 263 Sign Legend, Demountable, 636 Sign Panel, 6132 install existing, 636 overlay, 634 remove, relocate, 637 Sign Support breakaway, 639 relocate ground mounted, 648 telescoping steel, 641 base for, 645 wood, 644 Signals, Traffic backplate, 739 directional louver, 740 LED pedestrian signal head, 739 LED signal head, 738 maintenance of existing, 720 paint existing, 721 temporary, 744 Signs construction, 1168 illuminated, 745 portable changeable message, Slope Mattress, 136 Slope W all, 397 Slurry Sealing, 182 Soil for embankments, fills, and subgrades, and other materials, for lime stabilization, 813 for soil-cement base course, 813 for soil modification, 813 Soil Modification, 146 Sodding, 115 Sodium Chloride, 817 Special Provisions, definition, 6 Specifications, definition, 6 State, definition, 6 Stone, Materials, 775 Straightedge, 3 m (10 ft), 1164 Structural Steel Coatings, 802 Structures complete removal, 301 definition, 6 dirt on, 30 drainage system, 447 equipment on, 30 partial removal, 301 Structures, Concrete, 310 drainage openings, 319 falsework, 311 forms, 312 heat of hydration control, 856 opening to traffic, 307 placing and consolidating, 315 superstructure, 322 surface finish, 320 Structures, Overhead Sign, 645 relocate, 648 remove, 649 remove and reerect, 650 Structures, Precast and Precast Prestressed Concrete, 329 precast members, 330 precast prestressed members, Structures, Steel, 334 cleaning and painting, 359 erection, 360 fabrication, 335 shop drawings, 335 work under separate contract, 365 Structures, Timber, 381 pile bents and abutments, 384 plank floors, 384 removal of, 300 steel traffic treads, 385 treated timber, 382 Subbase granular, 154 lime stabilized soil mixture, 150 stabilized, 158 cement aggregate mixture II, 159 hot-mix asphalt, 158 Subcontractor, definition, 6 Subgrade definition, 6 preparation, 143 Subcontracting, 50 Substructure, definition, 6 Superstructure, definition, 6 Supplemental Specifications, definition, 6 Surety, definition, 6 Surface Coarse aggregate, 180 hot-mix asphalt, 200 on bridge decks, 513 incidental surfacing, 231 Survey control points, 20 T Terminals removing and reerecting, 558 traffic barrier, 555 Tile, Existing Field Systems, Treatment of, 550 Timber, Materials, 797 guardrail, 799 piling, 799 posts, 800 fence, 801 guard and guide, 800 preservative treatment, 801 stakes, 801 structural timber, 798 wood poles, 980 Topsoil and Compost, 97 Tower, Light, 707 Traffic Control, 600 devices, 607 drop-offs, 602 highway standards application, 613 lights, 609 plan, definition, 6 signs, 606 specific construction operations, surveillance, 604 Transceiver, 723 fiber optic, 725 Trave led Way, definition, 6 Treatment of Existing Field Tile Systems, 550 Trench exploration, 101 Truck agitator, 1152 nonagitator, 1152 U Underdrains, 217, 523 Underground Storage Tanks, Removal and Disposal, 591 Uninterruptable Power Supply, 724 Utilities adjustment of, 44 conflict with, 46 contractor's responsibility, 45 cooperation with, 19 location of, 43
J.U.L.I.E., 45 V Value Engineering Proposal, 10 Vaults domestic meter, 503 valve, 531 Veterans Preference Act, 25 W Waiver of Legal Rights, 42 Water, 750 main, 500 service boxes, 503 service line, 500 Waterproofing, Materials, 942 concrete structures, 325 membrane system for railway structures, 504 Wheel Guards, 386 Work definition, 7 failure to complete, 57 prosecution of, 51 scope of, 7 suspension of, 54 Working Days, 52
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Source: Illinois Standard Specifications for Road and Bridge Construction, 2022 Edition. Pages 1186–1217 of 1,217. View official source ↗