before opening the lane to traffic. This shall include, but not be limited to, the marking patterns of gore areas, outside edge line of deceleration and acceleration lanes, narrow bridge markings, lane reduction transitions, lane lines, centerlines, and transverse markings as appropriate. 600 Temporary pavement markings which are to be in service from December 1 through the following March 31 shall be painted markings. Such markings shall be placed in the standard paveme nt marking pattern and applied prior to the suspension of the work, or within seven work days af ter the Contractor is directed to place the markings. Adjustments to these dates to accommodate actual seasonal suspension and continuance of work are subject to approval by the Engineer upon written request. The prismatic reflectors shall be remove d from snowplowable raised pavement markers which conflict with the temporary traffic marking pattern. Snowplowable raised pavement marker castings damaged by the removal of the reflector shall be 610 replaced in accordance with 808.11. New prismatic reflectors shall be mounted on existing castings in accordance with 808.11 when the final traffic pattern is established. Removal of temporary pavement markings shall be in accordance with 808.10. (a) Temporary Pavement Marking Methods Pavement markings shall be installed in accordance with 808.07 except that measurement of retro-reflectivity is not required by the Contractor and quality adjustments in accordance with 808.07 will not apply. All other performance measures 620 shall apply. 1. Paint Temporary edge lines shall be painted markings. When traffic is in the final pattern, the temporary edge lines shall be pl aced at the same location as the permanent markings. 2. Temporary Pavement Marking Tape Temporary pavement marking tape shall be applied in accordance with the manufacturer’s recommendations. Temporary marking tape shall be new Type I or 630 Type II material. All temporary pavement marking tape sha ll be removed prior to placing the next pavement course, prior to placing an overlay, prior to recycling the pavement, or prior to placing the final pavement markings, except as otherwise described herein. a . T y p e I Type I tape is a removable material. It may be used for longitudinal and transverse markings. 801.12 881 640 Type I tape shall be removed without the use of solvents, grinding, abrasive blasting, or other methods which may dama ge the pavement. All visible adhesive residue shall be removed without use of solvents or grinding. b . T y p e I I Type II tape is a non-removable material. It may be used on PCCP to be removed or on PCCP to be overlaid with an HMA course greater than 165 lb/sq yd. Type II tape placed on HMA pavement shall be removed pr ior to placing the next pavement course. If it is necessary to remove Type II tape, it shall be removed without the use of 650 solvents. All damage to the pavement shall be repaired. 3. Temporary Raised Pavement Marker The temporary raised pavement marker shall be grade 1 or grade 2. When used, it shall be a supplement to other temporary pavement markings. The color of the reflector shall be in accordance with the other temporary pavement marking. The color of the shell of the grade 1 marker shall be in accord ance with the color of the other temporary pavement marking. Temporary raised pavement markers sha ll be removed before the next layer of 660 pavement is placed and before the final pa vement markings are applied. All damage to the pavement shall be repaired. 4. Temporary Buzz Strips Temporary buzz strips shall be a set of transverse markings constructed of removable or durable marking material. Dura ble marking material shall be used in accordance with 808.07(b). (b) Blank
801.13 Temporary Illumination
The temporary highway illumination shall be in accordance with applicable requirements of 807 except as modified herein. The electric energy necessary to power the luminaires on a continuous basis is the responsibility of the Contractor. At completion of the contract work, the temporary illumination shall be removed and shall remain the property of the Contractor. After removal of the temporary illumination equipment, all holes and trenches shall be backfilled with B borrow. 680
801.14 Construction Warning Lights
Construction warning lights shall be portable, lens directed, enclosed lights that emit an amber color. All warning lights shall be mounted a minimum of 36 in. above the traveled way to the bottom of the lens, unless otherwise directed. Lights not 801.14 882 working shall be repaired or replaced immediately. For each day that more than 5% of the required warning lights are not operating, a sum equal to $4.00 per non-working light will be deducted from the monies due the Contractor.
a.Type A 690 Type A lights shall be low intensity flashing warning lights. These lights shall be visible on a clear night from a minimum distance of 3,000 ft when there is no external illumination directly on or in the immediate vicinity of the light. They shall operate from dusk to dawn or when conditions exist which tend to obscure vision. Traffic control devices used for maintaining traffic will not require Type A warning lights during unobscured daylight hours. (b) Type B Type B lights shall be high intensity, flashing, warning lights. These lights shall be visible on a sunny day from a minimum distance of 1,000 ft when viewed without 700 the sun directly on or behind the light. (c) Type C Type C lights shall be steady burning warning lights. These lights shall be visible on a clear night from a minimum distance of 3,000 ft when there is no external illumination directly on or in the immediate vicinity of the light. They shall operate from dusk to dawn or when conditions exist which tend to obscure vision. (d) Vehicle Warning Lights Vehicle warning lights shall be amber and shall be a strobe light or a flashing, 710 oscillating, or rotating directed beam light. They shall be visible to all approaching traffic for a distance of 1,000 ft. 801.15 Electronic Devices (a) Flashing Arrow Sign Where specified, a flashing arrow sign shall be furnished, installed, and maintained. It shall be operated continuously, when necessary, to divert traffic. The flashing arrow sign may be of the solar power assisted type only in stationary 720 operations when the horizontal or vertical curvature in the road is such that motorists do not drive into and out of the beam width of the lighted arrow while within sight of the sign.
b.Portable Changeable Message Signs, PCMS This shall consist of furnishing, installing, and maintaining a trailer-mounted, portable sign upon which varying electronically generated messages will be displayed to traffic. The message being relayed to tr affic shall be legible and easily understood for a minimum distance of 650 ft. 730 801.15 883 The messages shall be as shown on the plans or as approved or directed by the Engineer. Messages shall be formatted in accordance with the Department’s Guidelines for Portable Changeable Message Signs. Only upper case letters shall be used. Each message phase shall be displayed for at least 2 s. Display time for an entire message shall not exceed 8 s. Placement of PCMSs shall be as shown on the plans or as directed by the Engineer. A minimum clearance of 7 ft from pavement to the bottom of the PCMS shall be provided. Units shall be level and PCMSs shall be turned away from traffic, placed in stand-by mode, or left blank until there is a valid message to be displayed. 740 When in use PCMSs shall be turned approximately 3° from perpendicular towards oncoming traffic to minimize glare. A drum shall be placed immediately in front of the PCMS trailer at both corners for delineation.
c.Temporary Worksite Speed Limit Sign Assembly This shall consist of furnishing and placing portable speed limit signs as shown on the plans or as directed in areas of wo rk activity. When used, the worksite speed limit flashing strobe lights shall be activated when the worksite speed limit is in effect. This shall be only where and while work is actually in progress and workers are present. Each strobe light shall be visible through a range of 120° when viewed facing 750 the sign and shall be visible from a distance of 750 ft. Wherever a permanent speed limit sign exists within the limits controlled by the worksite speed limit sign assemblies, additi onal worksite speed limit sign assemblies shall be placed at the permanent signs. Th e permanent signs shall be covered or removed during continuous worksite speed limit use. A worksite speed limit authorized for intermittent use shall only be activated when workers are present at the site. The intermittent worksite speed limit shall only be used in the area of work. A worksite speed limit authorized for continuous use shall not 760 include the flashing strobe lights or the S4-4 “WHEN FLASHING” plaque. The worksite speed zone signage sh all be placed and maintained by the Contractor. The worksite speed limit will be as shown on the plans or as directed by the Engineer and at least 10 mph below the posted speed limit for the roadway under construction. A worksite reduced speed advance warn ing sign assembly shall be placed in advance of the first worksite speed limit sign assembly when the reduction in speed limit is greater than 10 mph. 770
d.Temporary Traffic Signals This work shall consist of furnishing, installing, and maintaining temporary traffic signals in accordance with 805 except as modified herein. 801.15 884 Except as shown on the plans, all materials not furnished by the Department shall remain the property of the Contractor after work is completed and the equipment is removed. The traffic signal equipment shall be as specified, but may be either new or used. 780 Used equipment shall be in satisfactory working condition and will be subject to approval prior to use. Two signal heads shall be displayed for each approach. Signal cable may be extended across bridges through conduit which shall be attached to the underside of the coping. Type and spacing of clamps will be subject to approval prior to installation. Conduit shall be steel or plastic. Flexible conduit will be an acceptable alternate for use as ground rod entry, magnetometer, or microloop installations.
1.Fixed Temporary Signals Fixed temporary signals shall be disp layed overhead on a span, catenary, and tether utilizing an aircraft cable, unless otherwise directed. Electric energy necessary to power the fi xed temporary signal is the responsibility of the Contractor. Prior to the start of construction, the schedule of activities shall be coordinated with the power company. The Contractor shall obtain permits from local officials, companies, or individuals for the use of poles, right-of-way, or other property incidental to the installation of 800 fixed temporary signals. Although entering into the contract implies permission and authority to install conduit under pavement , sidewalks, and alleys, all damage to underground u tilities or interruption of such service shall be the responsibility of the Contractor. The location, spacing, and timing of fixed temporary signals will be determined by the Engineer. An IMSA certified level II Traffic Signal Construction Technician or a level II Traffic Signal Field Technician shall be available 24 h a day to respond within 2 h for 810 the maintenance of the traffic signal equipment. The controller shall be traffic actuated solid state digital. For used controllers, the model selected shall be from a manufacturer with a controller on the QPL of Traffic Signal and ITS Devices. Vehicle detection shall be provided and shall be either inductive loop or wireless unless otherwise noted on the plans.
2.Portable Signals 820 Portable signals shall be selected from the QPL of Portable Traffic Signals. Prior 801.15 885 to the activation, the Contractor shall provide a completed inspection checklist to the Engineer certifying that the portable signal is functioning properly. The portable signal shall be equipped with remote monitoring. Unless otherwise shown on the plans, Microwave or Doppler vehicle detection as shown on the QPL of Portable Traffic Signals shall be provided . A minimum of three drums shall be placed immediately in front of the portable signal trailer for delineation. A technician certified by the manufacturer shall be available 24 h a day to respond 830 within 2 h for the maintenance of the traffic signal equipment. Copy of the certification shall be provided to the Engineer prior to the placement of the portable signals. Maintenance of the portable signal includes adjustments to the phasing or timing as indicated on the plans or directed by the Engineer. The Contractor shall replace portable signals that cannot be returned to normal operation or that fail two times during the contract. The Contractor shall provide a record of any modifications to the signal timing plan, failures, and all maintenance issues, to the Engineer prior to final acceptance and when otherwise requested. The report shall i ndicate the date, time, and nature of each 840 event.
e.Automated Flagger Assistance Devices An Automated Flagger Assistance Device, AFAD, may be used to control a single lane of approaching traffic on a two-lane highway for flagging operations. Only qualified flaggers who have been trained on the operation of the AFAD shall operate the AFAD. AFAD operators shall provide written proof that they have been trained by the AFAD manufacturer. Two traine d flaggers shall be available on-site to provide flagging in case of an AFAD malfunction. The flagger operating the AFAD 850 shall be positioned to have an unobstructed line of sight to approaching traffic and the AFAD. A single flagger may be used to control both approaches to the work site if adequate unobstructed sight distance exists between the AFAD operator and both approaching directions of traffic and both AFADs. The flagger operating the AFAD shall not leave the device unattended at any time while the AFAD is in use. The operating flagger shall be positioned at such point to be in full view of oncoming traffic and th e AFAD at all times the AFAD is in use. The flagger operator shall keep a backup handheld remote readily available at all times when the device is being operated. 860 The AFAD shall be positioned so that the end of the gate arm, if used, shall extend at least to the center of the lane being controlled but shy of the roadway centerline. A drum shall be placed immediately in fr ont of the AFAD trailer at both corners for delineation. 801.15 886 801.16 Temporary Traffic Control Zone A temporary traffic control zone is a work zone with frequently changing operation, a maximum duration of seven calendar days; mobile operation; or a 870 temporary traffic stoppage. Daytime lane closures on two-lane two-way roads shall be limited in length to a maximum of 1 mi or the length of a half da y’s operation, whichever is less, or as shown on an approved alternate traffic control plan.
a.Temporary Mounted Construction Signs When the vertical mounting height for TTCS is between 12 in. and 18 in. to the bottom of the sign, tripod supports may be used. Temporary mounted construction signs, which are mounted on portable supports such as sign stands and tripods may be 880 used for the construction signs in a temporary traffic control zone. The bottom of a temporary mounted construction sign shall be at least 12 in. above the traveled way. Signs on tripod supports shall be installed so that the angle from vertical does not exceed 30°. Roll-up materials will only be allowed for mobile, short duration, or short-term stationary work which will not exceed one daytime period. Roll-up materials shall be selected from the QPL of Reflective Sheeting. Roll-up sign supports shall be ballasted in accordance with the manuf acturer’s recommendations.
b.Maintenance of Traffic for Flagging and Mobile Operations Signs, flagging, flashing arrow signs, and other required traffic control devices shall be furnished in accordance with the details shown on the plans or as directed. The Engineer reserves the right to stop work at any time to relieve traffic congestion. Flagging operations shall be conducted under the supervision of either the designated CWTS or a flagger certified by ATSSA or approved equal certifying organization. The person supervising the flagging operation shall ensure that the flaggers are trained in proper flagging proced ures and that the flagging operation is in accordance with 107.12, the standard drawings , and the applicable sections of the 900 MUTCD. (c) Traffic Control for Temporary Traffic Stoppage Traffic shall not be allowed to pass directly beneath personnel or equipment working on an overhead structure. Traffic stoppage during an overhead operation shall not exceed 20 minutes at one time. There shall be enough time between consecutive stoppages to allow traffic to return to normal flow. Three working days prior to commencing work which necessitates temporary stoppage of traffic, written notice shall be given to the Departme nt and the Indiana 910 State Police that highway traffic shall be stopped temporarily at a specific location, time, and date to accomplish specified work. Traffic shall be safely controlled during the stoppage. The following minimum requirements shall be met. 801.16
1.On Multi-Lane Divided Highways Advance warning signs shall be located as specified or as otherwise directed. For each direction of road closure two flaggers sh all be located at the site of the work and a minimum of two additional flaggers shall be used to warn approaching traffic.
2.On Non-Divided Highways 920 Advance warning signs shall be located as specified or as otherwise directed. For each direction of road closure, one flagger sh all be located at the site of the work and a minimum of one additional flagger shall be used to warn approaching traffic. 801.17 Method of Measurement Construction signs, detour route marker assemblies, detour route marker assemblies-multiple routes, temporary work site speed limit sign assemblies, road closure sign assemblies, portable changeable message signs, and temporary raised pavement markers will be measured by the number of units installed, maintained, and removed. 930 Temporary panel signs will be measured by the square foot. Temporary panel sign supports, when required, will be measured by the linear foot, complete and in place. Type III-A, Type III-B, and permanent Type III barricades will be measured by the linear foot of the width of closure. Temporary traffic barrier will be measured by the linear foot per the type specified. Anchored traffic barrier will be measured by the linear foot, separately from unanchored temporary concrete barrier per the type specified. End treatments, other 940 than construction zone energy absorbing terminals, CZ, used on Type 1, Type 2, or Type 3 temporary traffic barrier will be measured by the linear foot as part of the barrier. All end treatments used on Type 4 temporary traffic barrier will be measured by the linear foot as part of the barrier. Construction zone energy absorbing terminals, CZ, used on Type 1, or Type 2, or Type 3 temporary traffic barriers will be measured by the number of terminals placed. Temporary crossovers Type A and Type B will be measured per each crossover. The refurbishing of temporary crossovers w ill be measured per each type of crossover 950 refurbished. HMA mixtures for temporary crossovers will be measured by the ton in accordance with 109.01(b). Initial resurfacing and initial patching of refurbished crossovers will be measured in accordance with 402.19. Temporary drainage pipe for temporary crossovers will be measured by th e linear foot. Seeding and sodding placed due to the construction and removal or refurbishing and closing of temporary crossovers, will be measured in accordance with 621.13. Removal and subsequent replacement of permanent pavement marki ngs and snowplowable raised pavement markers for temporary crossovers will be measured in accordance with 808.12. 801.17 888 Removal and resetting of guardrail, if required for temporary crossovers, will be measured in accordance with 601.13. 960 Flashing arrow signs will be measured by the number of calendar days each unit is operated. Patroller will be measured by the number of calendar days during the phase or phases of traffic control, as shown on the plans or as otherwise directed, that require the patroller’s presence. Each portion of a day will be measured as a whole day. Temporary pavement message markings w ill be measured by the number of each type placed. Longitudinal and transverse temporary pavement markings will be 970 measured by the linear foot of material actually placed. Temporary buzz strips will be measured by the linear foot for each 8 in . strip placed, without regard to the number of passes required to attain the specified height. Removal, when necessary, of any type of non-removable temporary pavement markings will be measured in accordance with 808.12. Removal of removable temporary pavement markings will not be measured for payment. Where temporary pavement markings are to be placed on a pavement which has existing markings, removal of existing markings which conflict with the temporary 980 markings will be measured in accordance with 808.12. Where conflicting markings are covered with black temporary tape Type I, the black temporary tape will be measured by the linear foot of markings covered. The removal and replacement of prismatic reflectors on existing snowplowable raised pavement markers will be measured in accordance with 808.12. Compacted aggregate No. 73 used for s houlder material will be measured in accordance with 303.09. Excavation of the existing earth shoulder will not be measured for payment. 990 Cones and tubular markers will not be measured for payment. Permanent tubular markers will be measured per each. Temporary illumination, fixed temporary signals, portable signals, and maintaining traffic will not be measured for payment.
801.18 Basis of Payment
The accepted quantities of construction signs, detour route marker assemblies, detour route marker assemblies-multiple routes, temporary worksite speed limit sign 1000 assemblies, road closure sign assemblies, permanent road closure sign assemblies and temporary raised pavement markers will be paid for at the contract unit price per each. Payment for temporary worksite speed limit assemblies, and PCMS will be made for the maximum number of such assemblies in place at any one time during the life of 801.18 889 the contract. Type III-A, Type III-B, and permanent Type III barricades will be paid for at the contract unit price per linear foot. Temporary traffic barrier and anchored temporary traffic barrier will be paid for at the contract unit price per linear foot per the type specified. Payment will be made only once, regardless of the number of times the barrier is moved within each project. 1010 Payment will be made for Temporary Traffic Barrier placed in, or relocated to, a separate project. End treatments, other than construction zone energy absorbing terminal, CZ, used on Type 1, Type 2, or Type 3 will be paid for on a linear basis as part of the barrier. All end treatments used on Type 4 temporary traffic barrier will be paid for on a linear basis as part of the barrier. Construction zone energy absorbing terminal, CZ, used with Type 1, or Type 2, or Type 3 temporary traffic barriers will be paid for at the contract unit price per each 1020 for energy absorbing terminal, CZ, of the test level placed. Each unit will be paid for only once regardless of how many times it is moved within each project. Payment will be made for construction zone energy abso rbing terminal, CZ placed in, or relocated to, a separate project. Back-up units will be paid for as energy absorbing terminal, CZ, of the test level placed, if they are placed in service due to non-repairable damage to the units already in service. The accepted quantities of temporary crossovers will be paid for at the contract unit price per each for the type specified. The accepted quantities of refurbishing existing temporary crossovers will be paid for at the contract unit price per each for 1030 the type specified. The accepted quantities of HMA for temporary crossovers will be paid for as HMA for temporary pavement at the contract unit price per ton in accordance with 402.20. Temporary drainage pipe for temporary crossovers will be paid for at the contract unit price per linear foot. Sodding and seeding for temporary crossovers will be paid for in accordan ce with 621.14. Removal and subsequent replacement of permanent pavement marki ngs and snowplowable raised pavement markers for temporary crossovers will be paid for in accordance with 808.13. Removal and resetting of guardrail, if required for temporary crossovers, will be paid for in accordance with 601.14. 1040 If more than one construction sign is mounted on a common support with the messages facing opposite directions, the largest sign will be paid for at the contract unit price of the sign, and each additional sign will be paid for at half the unit price of the sign if it had been erected independently. Temporary panel signs will be paid for at the contract unit price per square foot as shown on the plans. Temporary panel sign supports will be paid for at the contract unit price per linear foot, complete and in place. 801.18 890 Flashing arrow signs and patrollers will be paid for at the contract unit price per 1050 day per each. Temporary pavement message markings placed will be paid for at the contract unit price per each, for the message specified . Longitudinal and transverse temporary pavement markings and temporary buzz strips , will be paid for at the contract unit price per linear foot of material, complete in place. Removal, when necessary, of non-removable temporary pavement lines and message markings will be paid for in accordance with 808.13. The cost of removal of removable temporary pavement markings shall be included in the cost of the pay item 1060 for placement of the markings. Where temporary pavement markings are to be placed on a pavement which has existing markings, removal of the existing markings which conflict with the temporary markings will be paid for in accordance with 808.13. Where conflicting markings are covered with black temporary tape Type I, the specified width of black temporary tape will be paid for at the contract unit price per linear foot of temporary pavement marking, removable. Permanent tubular markers and permanent drums will be paid for at the contract 1070 unit price per each. Compacted aggregate used for shoulder material will be paid for as compacted aggregate No. 73 in accordance with 303.10. The removal and replacement of reflect ors on existing snowplowable raised pavement markers will be paid for in accordance with 808.13. Temporary illumination will be paid for at the contract lump sum price. 1080 All temporary traffic control devices which are specified as separate pay items and used for maintenance of traffic will be paid for as set out in the Schedule of Pay Items. The furnishing, placing, moving, removal, and maintenance of all other temporary traffic control devices will be paid for at the contract lump sum price for maintaining traffic. The accepted fixed temporary and portable signals, complete in place and later removed as specified, will be paid fo r at the contract lump sum price. Payment will be made under: 1090 Pay Item Pay Unit Symbol Barricade, _____ ....................................................................... LFT type 801.18 891 Barricade, III, Permanent .......................................................... LFT Barrier, Direction Indicator ....................................................... EACH Construction Sign, _____ .......................................................... EACH type Detour Route Marker Assembly ................................................ EACH 1100 Detour Route Marker Asse mbly, Multiple Routes .................... EACH Drum, Permanent ....................................................................... EACH Energy Absorbing Terminal, CZ, TL - _____ ........................... EACH test level Fixed Temporary Signal ............................................................ LS Flashing Arrow Sign.................................................................. DAY Maintaining Traffic ................................................................... LS Patroller ..................................................................................... DAY Portable Changeable Message Sign ........................................... EACH Portable Signal .......................................................................... LS 1110 Road Closure Sign Assembly .................................................... EACH Road Closure Sign Assembly, Permanent ................................. EACH Temporary Buzz Strips .............................................................. LFT Temporary Crossover Drainage Pipe......................................... LFT Temporary Cross over, _____ .................................................... EACH type Temporary Crossover, _____, Refurbish................................... EACH type Temporary Illumination ............................................................. LS Temporary Panel Sign Supports ................................................ LFT 1120 Temporary Panel Signs .............................................................. SFT Temporary Pavement Marking, _____ in. ................................. LFT width Temporary Pavement Marking, Removable, _____ in. ............. LFT width Temporary Pavement Message Marking, _____ ....................... EACH description Temporary Pavement Message Marking, Removable, _____ .............................................................. EACH description 1130 Temporary Raised Pavement Marker, _____ ............................ EACH grade Temporary Traffic Barrier, _____ ............................................. LFT type Temporary Traffic Barrier, Anchored, _____ ........................... LFT type Temporary Transverse Pavement Marking, _____ in................ LFT width Temporary Transverse Pavement Marking, Removable, _____ in. ......................................................... LFT 1140 width 801.18 892 Temporary Worksite Speed Limit Sign Assembly, _____ ........ EACH type Tubular Marker, Permanent ....................................................... EACH Each construction sign, barricade, temporary worksite speed limit sign assembly, road closure sign assembly, or flashing arrow sign will be paid for only once regardless of how many times each is moved, replaced, or how many times each is altered to change the sign message within each project. Payment will be made for signs placed in, or relocated to, a separate project. Payment will not be made for signs or barricades 1150 used for the convenience of the Contractor. If a temporary worksite speed limit sign assembly, for intermittent use is not flashing when required beginning 2 h after work begins, or if such assembly is flashing when no work has been taking place for 2 h or longer, $200.00 will be deducted from payment for such work for each 4 h period or part thereof, beginning after the 2 h grace period. Temporary mounted construction signs will not be paid for. 1160 Replacement of snowplowable raised pa vement marker casti ngs damaged due to removing reflectors will not be paid for. Electric energy necessary to power luminaires and fixed temporary signals will not be paid for. The cost of furnishing all materials, erection, maintenance, removal, and necessary incidentals shall be incl uded in the cost of barricades. The cost of furnishing, installing, maintaining, and subsequent removal of the 1170 detour marker, route marker, or street or road name sign, cardinal directional marker, directional arrow marker, posts which support the assembly, and all necessary hardware shall be included in the cost of detour route marker assembly or detour route marker assembly, multiple routes. The cost of all materials, equipment, labor, and incidentals necessary to install, maintain, repair, and to remove the unit shall be included in the cost of energy absorbing terminal, CZ. The cost of stockpiling standby terminals and terminal materials, whether incorporated into the work or not, shall be included in the cost of energy absorbing terminal, CZ. All units shall remain the property of the Contractor 1180 upon completion of the contract. The cost of the excavation required for placement of compacted aggregate shoulders No. 73 will be included in the pay item maintaining traffic. If the compacted aggregate No. 73 required for shoulders is removed, the cost of such removal shall be included in th e cost of the compacted aggregate. 801.18 If the Contractor elects to use more than two simultaneous operations during the installation of snowplowable pavement markers or reflectors, the cost of required 1190 traffic protection devices for additional operations shall be included in the cost of maintaining traffic. The cost of necessary flaggers; automa ted flagger assistance devices; protection of traffic at structure foundations; and furnishing, erecting, placing, maintaining, relocating, and removing lights, cones, flexible channelizers, tubular markers, drums, delineators, or other devices as directed shall be included in the cost of maintaining traffic. The cost of furnishing and placing cones or tubular markers in accordance with 1200
801.08 and drums in accordance with 801.09, the watcher in accordance with 107.12,
repair or replacement of damaged or inopera tive traffic control devices, and traffic maintenance in accordance with 104.04 shall be included in the cost of maintaining traffic. Additional materials necessary to place th e portable changeable message sign in a secure and level manner for site conditions shall be included in the cost of the pay item. All costs to furnish, install, program, activate, deactivate, change messages, move, replace, and maintain the PCMS shall be included in the cost of the pay item. The cost of IP cellular phone service shall be included in the cost of the pay item. 1210 The cost of the vehicle detection, solar panel, battery cabinet, program timing module, signal heads, wiring, trailer, and all hardware required shall be included in the cost of the portable signal. The cost of installing, maintaining, an d subsequent removal of signs, construction warning lights, assembly supports, and all n ecessary hardware shall be included in the cost of road closure sign assembly. The cost of installation, maintenance, and removal or closure of the temporary 1220 crossover, including excavation, compaction, subgrade preparation, and reshaping damaged median area shall be included in the cost of temporary crossover. The cost of removal of earth cover, removal of drums, reshaping damaged median areas, and closure or removal of temporary crossover shall be included in the cost of temporary crossover, refurbish. The cost of placement, maintenance and replacement of temporary pavement markings shall be included in the cost of the markings. The cost of cleaning existing pavement and removal of buzz strips shall be included in the cost of buzz strips. Damage to the pavement caused by removal of buzz 801.18 894 strips and temporary pavement markings shall be repaired as directed with no additional payment. No payment will be made for temporary pavement markings which are in the standard pavement marking pattern, and which are to be in service from December 1 through the following March 31 due to the Contractor’s failure to complete the work as scheduled. However, payment will be made for these markings if the failure to complete the work as scheduled is due to conditions beyond the Contractor’s control. 1240 The cost of furnishing, installing, maintaining, and subsequent removal of temporary raised pavement marker shall be included in the cost of temporary raised pavement marker. The cost of delineation of temporary traffic barrier shall be included in the cost of temporary traffic barrier. Damage done to pavement by removal of temporary traffic barriers and anchors shall be repaired with no additional payment. 1250
Source: Indiana Standard Specifications, 2024 Edition. Pages 136–152 of 1,248.