868 The background for all construction signs shall be fluorescent orange reflective sheeting. Steel sign posts need not be galvanized. Wood posts for temporary panel signs sha ll be dense southern yellow pine or design calculations shall be provided to the Engineer identifying the type of wood and 50 verifying the location and size of the holes to be drilled through the posts to provide break-away capability. All temporary traffic control devices which will become the property of the Department shall be a new product at the time of final acceptance. The basis for use for traffic paint; durable pavement marking materials; temporary marking tape Type II; glass beads; barrels; barricades; construction warning lights; steel posts; temporary panel signs; traffic signs, except non-ground mounted signs; tubular markers; and wood sign post used for temporary traffic control will be visual 60 inspection. The connecting bolt or threaded rod us ed to connect adjoining sections of temporary barrier wall shall have a tensile strength of 120,000 psi. The spacers used between adjoining sections of temporary barrier wall shall be in accordance with ASTM A36 with a tensile strength of 58,000 psi. CONSTRUCTION REQUIREMENTS
801.03 General Requirements 70
The applicable requirements of the MUTCD shall apply to the installation and materials for traffic control devices subject to the requirements of 107.08 and 107.12. When the plans do not include a maintenance of traffic plan, the Engineer will provide such a plan to the Contractor. The Contractor shall be responsible for the field layout, placement, operation, maintenance, and remo val of temporary traffic control devices. A worksite traffic supervisor certified by the American Traf fic Safety Service Association, ATSSA, or approved equal certifying organization, shall direct all field layout, placement, operation, inspection, ma intenance, and removal of temporary traffic control devices. The certified worksite traffic supervisor, CWTS, shall ensure 80 that all traffic control de vices, except temporary concrete barrier, meet acceptable standards as outlined in the plans, specifications, and ATSSA’s “Quality Standards for Temporary Traffic Control Devices” prior to installation. The CWTS shall also, prior to installation, ensure that a ll traffic control devices can be installed in accordance with the plans, specifications, and the MUTCD. All problems shall be reported to the Engineer so a resolution can be worked out prior to installation. The field layout will be reviewed and is subject to approval by the Engineer prior to placement of any temporary traffic control devices. The CWTS shall be present for the initial setup and all phase changes during the life of the project. The CWTS may designate responsible 801.03 869 Contractor personnel to perform day to da y operation, inspection, and maintenance of 90 the temporary traffic control devices. These responsible personnel shall work under the direction of the CWTS and their names shall be given to the Engineer on the project. A copy of the CWTS’s certification shall be provided to the Engineer prior to the start of construction or placement of te mporary traffic control devices or if the worksite traffic supervisor changes. Regulatory control devices shall be erected only as directed. Advisory speeds to be posted will be determined by the Department. 100 The names and telephone numbers of the superintendent and one other responsible employee shall be furnished. Such employees shall be on call or available at night, on weekends, or during other non-working periods to repair or replace all traffic control devices which may become damaged or inoperative. When traffic lanes are restricted and when specified as a pay item, a patroller shall inspect and maintain traffic control devices. The patroller shall patrol the construction zone and shall immediately correct, maintain , and repair traffic control devices or notify the Contractor designated persons for immediate repair to such traffic control devices. A full time patroller shall be on duty during periods when work is not in 110 progress. Temporary traffic control devices shall be maintained to ensure visibility and to protect the public. All reflective sheeting ba ckgrounds and lights shall be kept clean of foreign matter. The Contractor shall complete and submit a “Traffic Control Device Report” when a temporary traffic control device has been installed, removed, relocated, repaired, or at a minimum of once per week based on field observations. This report is provided in the Proposal for the contract and shall be used to ensure that the traffic control devices are inspected daily. The report shall be completed or reviewed by the CWTS. Each report shall be signed by the person who performed the 120 inspection and shall be initialed by the CWTS that it was reviewed. The Engineer will sign and date the report when received. The Engineer will not be responsible for the report’s completeness and accuracy. The location by reference post and the date and time of operation of Temporary Worksite Speed Limit sign assemblies shall be recorded daily on a form provided by the Department. The completed report shall be submitted weekly to the Engineer. The report shall be completed and signed by the CWTS or their designee and shall be reviewed by the CWTS for completeness and accuracy. 130 Except for construction warning lights and temporary signals, the ATSSA brochure titled “Quality Guidelines for Temporary Traffic Control Devices and Features” will be used as a guide to determine if temporary traffic control devices and markings are Acceptable, Marginal, or Un acceptable. Upon initial setup and phase changes of temporary traffic control devices, all individual devices shall be of the 801.03 870 Acceptable classification. A device not completely covered or removed when the message does not apply or when directed, will be considered unacceptable. A temporary traffic control device will be deemed to be in non-compliance when considered Unacceptable. A type of temporary traffic control device will be deemed 140 to be in non-compliance when 25% or more of the individual devices are considered Marginal. Damages may be assessed in acco rdance with 105.14 for non-compliance. Within 10 work days on HMA open to traffic, the edge lines shall be placed and shall be maintained until the next lift of HMA is placed or the permanent lines are placed, as appropriate. On PCCP open to traf fic, the edge lines sh all be placed, within 10 work days, and shall be maintained until the permanent lines are placed, as appropriate. A quality assurance unit for placed long itudinal temporary pavement markings 150 shall be 500 lft on marked pavement in any combination or pattern, or portion thereof. A quality assurance unit for transverse marking, message, or symbol shall be each. When longitudinal durable markings are specified, a quality assurance unit for longitudinal temporary markings shall be 5, 000 lft for markings that have not been placed. Damages may be assessed in accordance with 105.14 for non-compliance. Damages for temporary pavement markings will not be assessed for patches less than 200 ft in length. 160 Non-compliance of construction warning lights will be in accordance with 801.14. All barricades, signs, or flashing arrow signs shall be moved from one location and re-erected at another location as shown on the plans or as directed. Traffic shall be maintained for maintenance activities or for HMA resurface work. The Contractor shall have an extra set of construction signs and an extra flashing arrow sign on the project site so that the taper may be moved forward without suspending the operations and clearing the work area. Additional traffic control devices shall be 170 furnished for situations determined to be more complex, for protection in hazardous areas, and when traffic conditions warrant. All non-fixed signs shall be removed at the completion of each day’s operations. All fixed signs shall remain in place until all temporary pavement markings have been removed. All lanes shall be open to normal traffic during non-daylight hours. If a traffic lane is directed to remain closed during non-daylight hours, traffic shall be maintained on the remaining lanes as shown on the plans. Where two-way traffic is to be mainta ined on a one-way pavement, and where the 180 existing shoulders on such roadway are earth, aggregate No. 73 shoulders shall be 801.03 871 compacted in accordance with 303.06 as s hown on the plans. Compacted aggregate shoulders shall remain in place unless s ubsequent construction activities on the contract require its removal. Temporary drainage structures, temporary concrete median barrier units, and other temporary devices required and used for traffic maintenance shall remain the property of the Contractor.
801.04 Construction Signs 190
Construction signs shall include the typical sign standards or posts which support the sign, all necessary hardware, and specified construction warning lights. A route or lane closure notice sign shall consist of a construction sign Type A, in accordance with 801.04(a), which indicates r oute or lane closure. The sign shall be mounted for a maximum of 14 calendar days and a minimum of seven calendar days before the closure date shown on the sign. The sign shall be removed when the route or lane is closed. Trailers in accordance with 910.14(f) may be used as supports for portable 200 construction signs. The trailer shall be located to hold the sign in a proper position. The position of the tongue shall be so as to cause no hazard to traffic. Wheel chocks other than sandbags shall not be used. The tongue may be pinned to reduce wind-induced rolling if designed to pull up or break from vehicle impact. During non-working hours, trailers with signs that do not apply to existing conditions shall be stored in accordance with 107.08(c). Sign posts and their foundations shall be located and constructed to hold signs in a proper position; to resist swaying, turnin g, or displacement; and minimize the hazard to motorists. No rigidly fi xed sign supports will be allowed in exposed areas where it 210 would be practicable to utilize a breakaway or yielding type design. Signs shall be completely covered or removed when the message does not apply. If the work on a project, or a portion thereof, is not active, and the roadway is open to unrestricted traffic, construction signs may be removed until work resumes. Removal of such signs shall not relieve th e Contractor of responsibilities or liabilities described elsewhere herein.
a.Type A A Type A sign shall consist of a construction sign as detailed in the MUTCD or 220 on the standard drawings which is 9 sq ft or more in area. (b) Type B A Type B sign shall consist of a construction sign as detailed in the MUTCD or on the standard drawings which is less than 9 sq ft in area. 801.04 872 ( c ) T y p e C A Type C sign shall consist of a construction sign which is not detailed in the MUTCD or on the standard drawings and which is 9 sq ft or more but less than 33 sq ft in area. 230
d.Type D A Type D sign shall consist of a construction sign which is not detailed in the MUTCD or on the standard drawings and which is less than 9 sq ft.
e.Temporary Panel Sign A temporary panel sign shall consist of a sign fabricated and constructed in accordance with 919.01 and which is greater than 33 sq ft. Temporary panel signs shall be mounted on wood posts as shown on the plans or as approved by the Department. External bracing shall not be used. 240
801.05 Detour Route Marker Assembly Detour route marker assemblies shall be on a single post for a single route or may be on multiple posts for multiple routes. When two routes are being detoured across a common roadway, each route shall be show n by a separate detour route marker
assembly. A detour route marker assembly-multiple route shall be used for three or more routes across a common roadway.
801.06 Road Closure Sign Assembly Road closure sign assemblies shall be used at each road closure location where 250
Type III-A barricades or Type III-B barricades are used. Road closure sign assemblies shall not be used within lane closures wh ere adjacent lanes remain open to traffic, unless otherwise directed. Road closure sign assemblies may be required at other locations as directed. Permanent road closure sign assemblies shal l be left in place after the contract is completed and shall become the property of the Department. They shall be installed just prior to final acceptance of the contract. Supports shall be painted with white field paint for wood. 260
801.07 Barricades Barricades shall include rails, posts, and all incidentals necessary to complete this part of the work.
High intensity reflective sheeting shall be placed on specified rails of all barricades. The colors for temporary barri cades shall be orange and white, and for permanent barricades red and white. All Type III barricades shall be skid mounted within pavement, shoulder, or sidewalk areas, and on ground mounted posts in all other areas. Type III barricades 270 shall be used on all slopes which are 3:1 or flatter for roadway closures. 801.05 873 (a) Type III-A Barricade Type III-A barricade shall have rails which are reflectorized on one side and shall be used for roadway closures and lane closures where traffic can approach from only one side. (b) Type III-B Barricade Type III-B barricades shall have rails wh ich are reflectorized on both sides and shall be used for roadway closures and lane closures where traf fic can approach the 280 barricade from both sides.
c.Permanent Type III Barricade Permanent Type III barricades shall be 10 ft sections and shall be left in place after the contract is completed, and shall become the property of the Department. Permanent Type III barricades shall be installed just prior to final acceptance of the contract. All non-reflectorized wood and non-galvanized steel shall be painted with white field paint. Such barricades shall otherwise be in accordance with 801.07(a). 801.08 Cones and Tubular Markers 290 Cones shall be made of a material to w ithstand impact without damage to striking vehicles. They shall have a substantial base to restrict overturning. Cones and tubular markers shall be as shown on the plans. Cones shall be used only during temporary activities where portability is advantageous and they remain in place and do not create a hazard to traffic. The use of cones in lieu of drums will be allowed as shown on the plans except cones shall not be used for shift or merge tapers on freeways and 42 in. cones may be used in tangent sections on interstates and freeways only when the use of drums would result in an effective lane width of less than 10 ft. 300 Tubular markers shall be used for separating two-lane two-way traffic on non- freeways as shown on the plans or as directed. Tubular markers may be used to delineate a pavement drop-off on non-freeways when the use of drums would result in an effective lane width of less than 10 ft. Cones and tubular markers shall be secured in place either by weighting or adhesives. The use of metal bases will not be allowed.
801.09 Drums 310
Drums shall be molded orange polyethylene. The shape of the drum shall appear basica lly cylindrical to the motorist from any direction in any given appl ication. The top outside diameter shall not exceed the bottom outside diameter. Drums shall be multisided, elliptical or have a flattened side to inhibit rolling. 801.09 874 The top section of the drum shall have at least one construction warning light mounting bracket. The minimum drum height is exclusive of lifting handles or construction warning light mounting brackets. 320 The drums shall stand on end, be stable against overturning, and shall be internally or externally ballasted to resist wind speeds of up to 50 mph and gusts created by traffic. The weight of the ballast shall be 45 to 55 lb. The top of the drum shall be free from openings. Internally ballasted and externally collar ballasted drums shall not be mixed in each continuous set-up. Internal ballast shall be sandbags, a molded plastic base filled with sand and closed with a locking cover, or a solid rubber base. The internal ballast shall be placed in the lower 1/4 of the drum. The ballast device shall be self-draining. 330 The external ballast shall be two rubber ti re base collars. The tire base collars shall have a circumferential contact with the ro ad surface. The maximum diameter of the tire base collar shall not exceed 36 in. The height of two tire base collars at the outside edge shall not exceed 5 in. The rubber ballasting collars shall be clean cut, proper in size, black in color, and not curved up at the edges. The interior and exterior circumference of the collar shall not be slit or cut. Drums which are external collar ballasted shall not be used in situations where the width of the collar interferes with proper placement of the drum. The Department’s Guidelines for External Ballast will be used for determining acceptability of rubber tire base collars. 340 Upon impact by a vehicle traveling at a speed of 55 mph, the drum and ballast device shall be of a type that enables the body of the drum to separate from the base, thus allowing vehicles to easily pass over the base. Construction warning lights shall be used in accordance with 801.14 and as shown on the plans and shall be securely fastened to the mounting brackets. Signs shall not be mounted on drums. Permanent drums shall be left in place af ter the contract is complete, and shall 350 become the property of the Department. They shall be installed just prior to final acceptance of the contract. 801.10 Temporary Traffic Barriers Temporary traffic barrier shall be one of the following four types as shown on the plans. Type 1 Type 1 temporary traffic barriers shall be used to separate two-way traffic and shall be precast concrete in accordance with applicable requirements of 707 and 602 360 and as shown on the plans. Type 1 barriers may also be used to separate traffic from the work area. The surfaces of individual precast units shall vary no more than 1/4 in. in 10 ft from the specified cross-section, as measured from a longitudinal straightedge. 801.10 875 The maximum variation in the vertical and horizont al alignment of adjacent units shall be 1/4 in. across the joint, as measured from a 10 ft longitudinal straightedge. Sections that have obvious defects or visual cracks shall not be used. Sections that develop any of these conditions during the contract shall be repaired with concrete or replaced within a reasonable amount of time. Type 1 barrier units precast prior to 2003 shall not be used after January 1, 2012. 370 Units precast after March 1, 2003 shall be cl early marked with th e name or trademark of the manufacturer, the year of manufacture, and “INDOT”. The markings shall be indented on an end or on the top of each ba rrier section. Units precast after January 1, 2007 shall be from the QPL of Certified Precast Concrete Producers. Type 2 Type 2 barriers may be used to separate traffic from the work area. Type 2 temporary traffic barriers shall meet the ap propriate test level 2 or 3 MASH or NCHRP 350 crash test standards and shall be approved for use by the FHWA. A copy of the MASH or NCHRP 350 crash test FHWA eligibility letter shall be provided to the 380 Engineer prior to placing the unit. The unit selected shall be appropriate for the location considering the maximum posted speed limit on the project and the allowable area for deflection. The unit shall be in stalled according to the manufacturer’s recommendations. If concrete barriers are used as Type 2 barriers, they shall be in accordance with the requirements for Type 1 barriers. Type 3 Type 3 temporary traffic barriers shall be those Type 1 temporary traffic barriers 390 that are to be left in pl ace at the completion of the co ntract and shall become the property of the Department. They shall be in like-new condition at the completion of the contract. All necessary delineation and re quired anchor systems shall be left in place. Type 4 Type 4 temporary traffic barriers shall be those types that are intended to be readily moveable to accommodate the shifting of traffic lanes on a daily basis to better facilitate the changing volumes of traffic during the peak hours of a day. Type 4 temporary traffic barriers shall meet the appropriate test level 3 MASH or NCHRP 400 350 crash test standards and shall be approved for use by the FHWA. A copy of the MASH or NCHRP 350 crash test FHWA elig ibility letter shall be provided to the Engineer prior to placing the unit. (a) Placement Temporary traffic barriers shall be located as shown on the plans or as directed. Temporary traffic barriers used to close a lane of traffic shall be flared at the rates as shown on the plans for the applicable regulatory speed within the construction zone. If field conditions are such that the required flare rate cannot be utilized, the tapered 801.10 876 alignment may be altered, with approval, to a 10:1 flare rate with a 20 ft minimum 410 offset from the edge of the through traffic lane to the approaching end of the flared temporary traffic barrier. If field conditions are such that that the 10:1 flare rate cannot be utilized, the tapered alignment may be further altered, with approval, to a 6:1 flare rate with the 20 ft minimum offset. Flare rates for ends of temporary traffic barriers at locations where a lane of traffic is not bein g closed to traffic or where the lane has already been closed shall be the same as above, however the minimum offset from the edge of the through traffic lane may be 10 ft. The use of flare rates sharper than those shown on the plans may require additional traffic control devices as directed. Type 2 barriers shall not be intermixed with Type 1 or Type 3 barriers in any run. 420 Type 2 barriers from different manufacturers shall not be intermixed in any run. (b) Connection Type 1 and Type 3 barrier sections shall be connected as follows:
1.The adjacent barrier sections shall be placed end to end, with sufficient overlapping of the smooth bar hooks to allow placement of the conn ecting bolt or threaded rod and the top spacer.
2.The adjacent barrier sections shall then be moved in opposite directions for a sufficient distance to develop the maximum contact between the smooth bar hooks and the connecting bolt or threaded rod.
3.The bottom spacer and nut shall then be placed as shown on the plans. The nut shall be sufficiently tightened to eliminate all gaps between the adjacent bolt heads, spacers, nuts, and washers which form the connection. Type 1 and Type 3 precast units which ha ve previously been cast meeting earlier Department standards may be used. The Cont ractor will be allowed to mix Type 1 and Type 3 units in a run as long as the units are in good condition and the connecting devices are compatible. If un its meeting earlier Department standards are used, a 1 in. bolt will be allowed to link the units together. The spacer detail shall, however, be in accordance with the cu rrent standard. Units cast after March 1, 2003 shall be linked with the 1 1/4 in. bolt. Type 2 temporary traffic barriers shall be connected as recommended by the barrier manufacturer. 450
c.Anchorage Type 1 and Type 3 temporary traffic barr iers shall be anchor ed in accordance with the methods shown on the plans, at the locations described herein. Type 2 barriers shall be anchored as recommended by the barrier manufacturer and at locations described 801.10 877 herein. Temporary concrete traffic barriers shall be anchored when located on or within 60 ft of a bridge, and along tapered alignments. Anchoring at locations in addition to those described herein will be required when directed. Chemical anchor systems with removabl e bolts, or mechanical anchors may be 460 used to anchor Type 1 barriers to bridge decks, concrete pavement, and concrete shoulders. Mechanical anchors may be ferrous or non-ferrous material. All anchors shall have a shear strength of 10,000 lb and an ultimate pullout strength of 6,500 lb. Non-ferrous mechanical anchors shall be installed such that the top end of the sleeve is a minimum of 2 1/2 in. belo w the final finished concrete surface. Ferrous mechanical anchors shall be completely removed when no longer required. All damage to the pavement shall be repaired as directed. Non-ferrous anchor sleeves and the chemical adhesive component of chemical anchor systems may remain in place when no longer required. The holes remaining in the pavement shall be filled with appropriate material as directed.
d.Delineation Type 1 barriers used to separate two-way traffic shall be delineated with top mounted temporary barrier delineators and with side mounted delineators. The top mounted delineators shall be two-sided, shall be yellow, and shall be placed on every other section of barrier wall. The top mounted delineators shall be mounted perpendicular to the direction of traffic flow. The side mounted delineators shall be 480 yellow and shall be mounted in accordance with 602.03(f). Temporary traffic barriers in locations other than separating two-way traffic shall be delineated with either Type C construction warning lights or top mounted temporary barrier delineators and with side mounted barrier delineators. The Type C lights or the top mounted barrier delineators sh all be spaced at the number of feet equal to the number of miles per hour in the posted speed limit with a minimum spacing of 20 ft. Bi-directional lenses will be required on the warning lights when the barrier is adjacent to a lane that is car rying alternating one-way traffi c. The color of the barrier delineators shall be white when located on the right side of the traffic lane, and yellow 490 when located on the left side of the traffic lane. The color of the barrier delineators shall be white when located adjacent to a lane that is carrying alternating one-way traffic. Where the temporary traffic barrier is located along a tapered alignment and is located behind drums or other reflective delineation devices, the Type C construction warning lights and barrier delineators shall not be used.
e.End Treatment Where possible, the ends of temporary traffic barriers shall be flared in accordance 500 with 801.10(a). Where conditions do not allow the temporary traffic barrier to be flared 801.10 878 in accordance with 801.10(a), appropriate e nd treatments shall be incorporated to protect vehicles from the ends of the barr iers. The end treatments shall have re-direct capability and shall meet the appropriate test level 2 or 3 NCHRP 350 crash test standards and be approved for use by the FHWA. (f) Storage No barrier segments shall be stored on the right-of-way unless written permission is given by the Department. Requests for permission to store traffic barrier segments on the right-of-way will not be accepted until after the contract has been awarded. 510
801.10.1 Construction Zone Energy Absorbing Terminal, CZ
The construction zone energy absorbing terminal, CZ, shall have passed NCHRP 350 level 3 crash test for all Interstate and other construction sites having a construction zone speed limit in excess of 45 mph and level 2 for non-Interstate construction sites having a construction zone speed limit of 45 mph or less. All energy absorbing terminal, CZ, shall have redirect capabilities and shall be approved by the FHWA. A copy of the crash test report confirming the product is NCHRP 350 or MASH 520 compliant for the test level specified, or a copy of the FHWA eligibility letter, shall be furnished to the Engineer prior to the installation of the unit. The unit’s nose cover shall be reflectorized to provide improved visibility. Assembly and installation of the unit shall be supervised or performed at all times by an installer trained and certified by the unit’s manufacturer. The size, assembly, and installation shall be in accordance with the manufacturer’s recommendations at the locations shown on the plans. When required for bi-directional traffic protection, transition panels and all other necessary hardware shall be included in the installation. 530 A copy of the installer’s certificate shall be provided to the Engineer prior to the start of work. The Contractor shall provide the Depart ment with all necessary manufacturer’s installation manuals and working drawings in accordance with 105.02. Sufficient spare parts or complete units shall be stored in a safe, convenient, nearby location. Such standby materials are not shown in the Schedule of Pay Items. The standby materials shall be utilized to repair or replace damaged units in the shortest time possible. Standby materials used in the repair of damaged units shall be 540 replaced within 24 h of their use. 801.11 Temporary Crossovers Temporary crossovers shall be either Type A or Type B as shown on the plans and shall be constructed in accordance with the applicable sections of 207, 402 or 502. If applicable, a CMDS shall be submitted to the Engineer for approval. Utilization of the Department provided spreadsheet is not required. When required to maintain 801.10.1 879 median drainage, a 15 in. diam eter pipe shall be placed at the centerline of the median under the crossover. If the crossover is to remain in place for future construction, the pipe shall have appropriate grated box ends in accordance with 715. 550 The pavement structure for the temporary crossover shall be as shown on the plans. Traffic control devices, including temporary pavement markings, shall be as shown on the plans. Separation of opposing vehicular traffic between two crossovers shall be as shown on the plans. Refurbishing of a temporary crossover shall consist of the removal of drums or earth cover from an existing temporary crossover. The temporary crossover shall be 560 patched and resurfaced as directed. Excavated soil resulting from the refurbishing operation, if not used as a part of the contract work, shall become the property of the Contractor. Removed drums will remain the property of the Department. After construction is complete, and prior to the opening of all lanes to traffic, the temporary crossover shall be removed or closed. Where guardrail is required to be rem oved for construction or refurbishing of crossovers, such removal and subsequent re -erection shall be done as shown on the plans or as directed. 570 Acceptance of HMA for temporary crosso vers will be in accordance with 402.09.
801.12 Temporary Pavement Marking Temporary pavement markings shall be new materials placed in accordance with
808.04 and 808.05. However, when temporary markings are to be in place for 10 work days or less the dashed line pattern used on center line and lane lines may be 4 ft line segments on 40 ft centers and gore areas shall be marked by outline only and may be
5 in. wide lines. No-passing zones on all undivided two-way roadways shall be identified with signs and centerline markings. Markings shall remain clearly visible 580 during the day and night for a minimum of 200 ft ahead of a vehicle. All temporary markings shall be maintained and repl aced until they are no longer applicable. Where possible, when non-removable temporary markings are used on a final surface, such markings shall be placed at the same location where permanent markings will later be affixed or parallel to and within 12 in. of the permanent marking pattern. Where temporary pavement markings are to be placed on a pavement which has existing markings, the existing markings which conflict with the temporary markings shall be removed in accordance with 808.10. On asphalt pavement, black temporary 590 tape Type I, may be used to cover conflicting markings. The black temporary tape shall extend at least 1/2 in. beyond the edges of the marking to be covered. Overlapping of temporary tape will not be allowed. 801.12 When working under traffic, the temporary pavement markings shall be placed 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 884–912 of 1,248.