Category:612 Impact Attenuators: Difference between revisions

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[[image:612 Impact Attenuators.jpg|right|325px|thumb|<center>'''Truck-Mounted Attenuator with a Flashing Arrow Panel'''</center>]]
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{| style="background-color:#f6f6f6;"
This article presents three primary types of impact attenuators: truck-mounted attenuators, trailer-mounted attenuators and freestanding impact attenuators (sand barrels).  Impact attenuators are designed to absorb energy of an impacting vehicle and reduce the force on a passenger to an acceptable level.
|<gallery mode="nolines" widths=425px heights=350px>
 
  File:TMA_01.png|
Truck-mounted and trailor-mounted attenuators (both referred to as TMAs) are equipped with [[616.2 Work Zone Signing and Applications#616.2.2 Warning Signs|warning signs]], revolving lights and [[616.4 Flashing Arrow Panels|flashing arrow panels]].
  File:TMA_02.png|
 
</gallery>
An article on [[612.4 Truck-Mounted Attenuator Training|MoDOT's truck-mounted attenuator training]] is also available.
|- style="text-align:center;"
 
| <big>'''Protective vehicle with a truck-Mounted Attenuator and Flashing Arrow Panel'''</big>
===612.1 Truck- and Trailer-Mounted Attenuators===
 
Truck- and trailer-mounted attenuators (TMAs) are safety devices to be used for all mobile operations conducted near traffic. Damaged TMAs are to be removed from service and either repaired or replaced.   
 
Truck-mounted attenuators are energy-absorbing devices attached to the rear of the trucks used as protective vehicles, thus protecting the motorist and the protective vehicle's driver upon impact.
 
In 2006, MoDOT began using several trailer-mounted attenuators that are pulled by the host vehicle as oppposed to being loaded in or on the vehicle.
{|style="padding: 0.3em; margin-left:2px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#ffffcc" width="200px" align="left"  
|-
|'''[[612.4 Truck-Mounted Attenuator Training|MoDOT Truck-Mounted Attenuator Training]]'''
|-
|Drivers of a truck-mounted attenuator vehicle are responsible to ensure all other employees are adequately protected from errant vehicles in or around a work zone. With this article, MoDOT provides consistent use of TMAs statewide by teaching the proper location, roll-ahead distance and warning to co-workers and traveling public, when applicable.
|}
|}
Impact attenuators are designed to absorb energy of an impacting vehicle and reduce the force on a passenger. Types of impact attenuators include:  truck -mounted attenuators (TMA), freestanding impact attenuators (sand barrels), and work zone crash cushions.


The National Cooperative Highway Research Project tests and sets crash criteria for TMAs and has approved two types of TMA devices: the 230 and 350.  Only 350-tested units can be used on MoDOT construction projects.  MoDOT crews can continue to use both types on the state highway system, but the 230 TMAs can only be used on minor routes. The 230 units are to be marked "for use on minor routes only" and must be relocated to maintenance areas that maintain a large proportion of minor routes.
==612.1 Truck-Mounted Attenuators==
[[image:612.1 Trailer-type TMAs.jpg|right|275px|thumb|<center>'''Trailer-Mounted Attenuator'''</center>]]
Truck-mounted attenuators (TMAs) are energy-absorbing devices attached to the rear of appropriate protective vehicle. The protective vehicle that supports the TMA must meet manufacturer specifications.
In 2006, MoDOT began using several trailer-type TMAs. These TMAs are pulled by the host vehicle as opposed to being loaded in or on the vehicle. The trailer-type TMAs comply with NCHRP 350.


'''TMA Positioning.'''  Proper positioning of the TMA vehicle within the work zone is critical to its effectiveness. The TMA vehicle location should provide sufficient warning to approaching traffic and maximum protection for workers. It should
The National Cooperative Highway Research Project 350 (NCHRP 350) and the 2016 AASHTO Manual for Assessing Safety Hardware (MASH 2016) set the crash criteria for TMAs. Non MASH 2016 impact attenuators manufactured prior to January 1, 2023 may be used until January 1, 2030. All impact attenuators manufactured after January 1, 2023 shall meet MASH 2016 Test Level 3 crash test requirements.


:*maintain a minimum 150 ft. roll-ahead distance
Damaged TMAs are to be removed from service and either repaired or replaced.


:*be parallel to the traffic at all times, and
===612.1.1 MoDOT TMA Marking, Emergency Alert Lights, and Audible Alert System===
While in the operating position, the rear facing of the TMA shall be marked with alternating 8-inch yellow and 8-inch black retroreflective sheeting forming an inverted “V” at the center and slope downward at an angle of 45 degrees toward each side of the unit or a checkered board pattern consisting of 12- inch square red and 12-inch square white retroreflective sheeting. The TMA may be marked with the same operating pattern or red and white DOT conspicuity tape to simulate the looks of a standard van body trailer when traveling.


:*have its wheels aligned with traffic.
Emergency Alert Lights (EALs) and Audible Alert systems on MoDOT MASH 2016 tested TMAs are used in accordance with typical applications.  


The NCHRP crash tests were straight-on and offset collisions, not side impacts. TMAs are not designed for side impacts.
All lighting should be appropriately set, depending on the day or nighttime conditions.


'''[[612.4 Truck-Mounted Attenuator Training|Operator Responsibilities]].''' It is the TMA operator’s responsibility to protect workers from approaching traffic. The operator needs to observe the surrounding area at all times, checking mirrors constantly for any oncoming hazards and warn the crew immediately should the need arise. The operator must secure any loose items in the vehicle’s cab, properly adjust mirros and always be buckled up.
===612.1.2 TMA Operations===
====612.1.2.1 Construction Projects====
For construction projects, the use of a stationary TMA may be required on the temporary traffic control plans above and beyond the requirements of the MUTCD. If the use of a stationary TMA is required, the stationary TMA should be included on the temporary traffic control plans, contain the appropriate bid item as well as the applicable JSP for Truck Mounted Attenuator for Stationary Activities.  


====<center>''Table 612.1 Use of TMAs''</center>====
For construction projects, TMAs required for mobile operations, such as striping, are considered incidental per Sec 612.5.
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE" rowspan="3"|Highway Type !!style="background:#BEBEBE" colspan="3"|Operation Location and Duration 
|-
!style="background:#BEBEBE" colspan="2"|In Lane!!style="background:#BEBEBE" rowspan="2"|On Shoulder and Ramps and at Intersections
|-
!style="background:#BEBEBE"|Mobile!!style="background:#BEBEBE"|Stationary 
|-
|align="center"|Two-lane Undivided||align="center"|Recommended||align="center"|Recommended||align="center"|Recommended
|-
|align="center"|Multilane Undivided||align="center"|Required||align="center"|Recommended||align="center"|Recommended
|-
|align="center"|Multilane Divided||align="center"|Required||align="center"|Required||align="center"|Recommended
|}


===612.2 Sand-Filled Impact Attenuators (Sand Barrels)===
====612.1.2.2 MoDOT Operations====
During MoDOT stationary operations, it is recommended the operator not wait inside or near the TMA vehicle.


[[image:612.2 Sand Barrels.jpg|left|225px|thumb|<center>'''Sand Barrels'''</center>]]
During MoDOT short duration and mobile operations, TMA operators are allowed to take preventive action by rolling ahead when they perceive possible interaction with an errant vehicle. All TMAs, except TMA#1 are allowed take preventive action.
 
This system consists of a group of freestanding plastic barrels configured in increasing weights from the impact point toward the object.  Such an array transfers the vehicle’s momentum to the increasing masses of sand in the barrels and provides a gradual deceleration.  Each barrel is designed with a specific weight of sand to absorb the energy of an errant vehicle. The sand barrel array's "footprint" length and width and the number of barrels will change based upon the vehicle speed.  Refer to [http://www.modot.mo.gov/business/standards_and_specs/documents/61220.pdf Standard Plan 612.20] for details.  When specified, quantities are calculated and shown on the plans.  No direct payment is made for the Type 1 object marker on the lead module.  An estimate for replacement barrels needs to be included as a separate pay item, typically calculated as one for every ten barrels.
 
Sand barrels are most often used to shield fixed objects that cannot be removed or relocated.  Sand barrels are recommended for temporary usage such as in work zones.  A benefit/cost analysis is to be conducted before sand barrels are used in a permanent application. 
 
An approved sand-filled impact attenuator may be installed on the exposed end of the barrier where the posted speed prior to construction on an existing facility or the anticipated posted speed of a temporary facility is greater than 35 mph.  A crash cushion will be required on the upstream end for divided facilities, and on both ends for all two-way facilities.  Crash cushions are discussed in [[:category:617 Traffic Barrier#617.1 Temporary Concrete Traffic Barrier|617.1.4 Crash Cushion]].  Applicable pay items are included in the plans.
 
Crashworthy end terminals (Types A through E) should be used when sufficient width is not available for sand barrels.  More information on proprietary crash cushions is available at [[617.1 Temporary Traffic Barriers#617.1.3.3 Crash Cushion|617.1.3.3 Crash Cushion]].
 
===612.3 Construction Inspection Guidelines for [http://www.modot.mo.gov/business/standards_and_specs/Sec0612.pdf Sec 612]===
 
'''Material (for Sec 612.2)''' Certifications are to be collected on both the sand and retroreflective sheeting used in or on the sand-filled impact attenuators.
 
'''Safety Requirements (for Sec 612.3)''' The inspector is to request a copy of the manufacturer’s certification that states the units comply with the crash test requirements of NCHRP 350, Test Level 3, and have FHWA acceptance. This information is to be kept in the project files.
 
'''Construction Requirements (for Sec 612.4)'''
 
'''Truck-Mounted Attenuator (for Sec 612.4.1)'''  TMAs are to be inspected to make sure they are structurally sound, the frames are not bent and that they appear to be in good working order. In some cases, the contractor may elect to add TMAs when TMAs are not required.  Even elective TMAs need to be NCHRP 350 compliant so the certification still needs to be collected.  Typically, TMAs are only required and paid for under conditions where the contractor is operating without a lane drop set up (cones, channelizers, etc.).  TMAs that the contractor voluntarily adds to an operation are typically not paid for.
 
'''Sand-Filled Impact Attenuator (for Sec 612.4.2) '''  The inspector is to request a copy of the manufacturer’s installation instructions for whatever particular brand of sand-filled impact attenuator the contractor is using. When inspecting the sand-filled impact attenuator arrays, make sure that the array is set up as shown in the standard plans and filled in accordance with the manufacturer’s recommendations.  All lids are to be on and secured.  MoDOT requires rock salt intermixed with the sand so that any water that gets into the barrels will not freeze and create a safety hazard.  When checking the contents of the barrels, rock salt should be visible in the sand mix.  During periods of extended cold weather, the sand should be checked periodically to make sure it hasn’t frozen because the salt content has been exhausted.  If this condition is found, the contractor will need to add more salt or replace the sand/salt mixture.
 
===612.4 Maintenance Planning Guidelines for Impact Attenuators===
 
These Maintenance planning guidelines apply to both [http://epg.modot.mo.gov/files/7/72/232_Major_Highways_Map.pdf major] and minor roads.
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|- 
|'''Code:''' R227
|}


'''Definition'''
===612.1.3 MoDOT TMA Operator’s Training===
The time and expenses incurred for installing and maintaining fences along the roadway, guardrails and end treatments, guardcable and impact attenuator devices for roadside obstacles as well as all costs to maintain concrete traffic barriers, sidewalks and bicycle paths and raised pavement markers.
MoDOT operators are required complete MoDOT’s Truck-Trailer Mounted Attenuator (TMA) Protective Vehicle training (both classroom and On The Job training) in advance operating a TMA.


'''Purpose'''
==612.2 Impact Attenuator Array (Sand Barrels)==
To maintain impact attenuators.
[[image:612.2 Sand Barrels.jpg|right|225px|<center>'''Sand Barrels'''</center>]]


'''Scheduling'''
An Impact Attenuator Array (Sand Barrels) is most often used to shield fixed objects that cannot be removed or relocated, when posted speeds are greater than 35 mph. These devices are recommended for temporary usage such as in work zones. A benefit/cost analysis is to be conducted before sand barrels are used in a permanent application.  
Repair the next normal working day during warm weather, and the first day snow and ice can be removed from the site during the winter.


'''Recommended Equipment'''
An Impact Attenuator Array (Sand Barrels) consists of a group of freestanding plastic barrels configured in an array of increasing weights from the impact point toward the object. Such an array transfers the vehicle’s momentum to the increasing masses of sand in the barrels and provides a gradual deceleration. Each barrel is designed with a specific weight of sand to absorb the energy of an errant vehicle. The sand barrel array's "footprint" length and width and the number of barrels will change based upon the permanent posted speed limit of the roadway. For the correct setup and array of sand barrel impact attenuators, refer to the manufacturer’s recommendations. For more information about manufacturer’s recommendations, see [http://www.modot.org/business/standards_and_specs/endterminals.htm End Terminals, Crash Cushions and Barrier Systems].
:* Protective truck
:* Truck
:* Trailer, if needed
:* Loader
:* Replacement Attenuator
:* Traffic Control Equipment, refer to [[616.23 Traffic Control for Field Operations|Traffic Control for Field Operations]].


'''Recommended Material'''
The pay item will be based on the posted speed limit for the location the sand barrels will be used.  Each Impact Attenuator XX mph (Sand Barrel Array) will be paid for per each, as a unit including the number of barrels and weight of sand in each barrel, as required by the manufacturer.  If it is anticipated that the sand barrel array will be relocated during staged construction, the entire array will be relocated and paid for by the pay item Impact Attenuator (Relocation) each time the sand barrel array is relocated. The relocated array should be used in an area with the same posted speed limit, or another pay item will need to be used. An estimate for replacement barrels needs to be included as a separate pay item, typically calculated as one for each sand barrel array. No direct payment is made for the Type 1 object marker on the lead sand barrel in the array.
:* sand  
:* cartridges


'''Recommended Procedure'''
[[image:612.2 array.jpg|center|<center>'''Typical Array for Sand-Filled Impact Attenuators
May Change Based on Manufacturer’s Recommendations'''</center>]]


1. Place traffic control devices as needed.  
==612.3 Work Zone Crash Cushion==


2. Remove damaged sections.  
Work Zone Crash Cushions are used to protect traffic from the blunt end of temporary barrier curb. A crash cushion will be required on the upstream end of barrier curb for divided facilities, and on both ends for all two-way facilities. When space allows, sand barrel impact attenuators are the preferred choice for temporary protection. However, in the event that sand barrels cannot be used (for example, insufficient width), work zone crash cushions may be used instead. Work zone crash cushions provide a narrower option than sand barrels, but still perform the same function. Work zone crash cushions are discussed in [[617.1_Temporary_Traffic_Barriers#617.1.3.3_Crash_Cushion|EPG 617.1.3.3 Crash Cushion]]. Applicable pay items are included in the plans.


3. Repair or replace damaged components.  
==612.4 Construction Inspection Guidelines==
'''Material (for Sec 612.2)''' Certifications are to be collected on retroreflective sheeting and any other product specified in Sec 1063.  


4. Remove traffic control devices.
'''Safety Requirements (for Sec 612.3)''' The inspector is to request a copy of the manufacturer’s certification that states the units comply with the crash test requirements of NCHRP 350 or MASH 2016, Test Level 3. This information is to be kept in the project files.


'''Safety'''
'''Truck-Mounted Attenuator (for Sec 612.4.1)''' TMAs are to be inspected to make sure they are structurally sound, the frames are not bent and that they appear to be in good working order. In some cases, the contractor may elect to add TMAs when TMAs are not required. Elective TMAs need to be NCHRP 350 or MASH 2016, Test Level 3 compliant and therefore the certification still needs to be collected.  
Most devices are at critical traffic flow areas. All crew members should remain alert to passing vehicles and stay within the protected area.  Wear all appropriate Personal Protection Equip (PPE). Refer to [http://lnapp1/RI/RIManual.NSF/SHToC?OpenView Safety Policies, Rules & Regulations-Employee Handbook] .


'''Other Considerations'''
'''Sand-Filled Impact Attenuator Array (for Sec 612.4.2)''' The inspector is to request a copy of the manufacturer’s installation instructions for the particular brand of sand-filled impact attenuator the contractor is using. The use of more than one manufacturer’s sand barrels in an array is not allowed. When inspecting the sand-filled impact attenuator arrays, make sure that the array is in the location as shown in the temporary traffic control plans, and set up and filled in accordance with the manufacturer’s recommendations. All lids are to be on and secured. In order to prevent the sand inside the barrels from freezing in cold weather, the sand shall have a maximum moisture content and rock salt added, according to Sec 612.4.2.1.  The contractor should provide the calculations for moisture content and rock salt content for each barrel, so the specification requirements can be verified. When checking the contents of the barrels, rock salt should be visible in the sand mix, to verify uniform dispersion in the sand. During periods of extended cold weather, the sand should be checked periodically to make sure it has not frozen because the salt content has been exhausted. If this condition is found, the contractor will need to add more salt or replace the sand/salt mixture.
Check the specific attenuator’s parts list for required parts.


'''Reference'''
'''Work Zone Crash Cushions (for Sec 612.4.3).''' The inspector is to request a copy of the manufacturer’s installation instructions for the particular brand of crash cushion the contractor is using. When inspecting the work zone crash cushion, make sure that the crash cushion is in the location as shown on the temporary traffic control plans and set up in accordance with the manufacturer’s recommendations. If the crash cushion is water-filled, MoDOT requires a mixture content per manufacturer’s recommendations so that the crash cushion will not freeze and create a safety hazard. During periods of extended cold weather, the crash cushion(s) should be checked periodically to make sure it has not frozen. If this condition is found, the contractor will need to correct and/or replace the mixture. In the event the work zone crash cushion is damaged and needs to be replaced, it is considered incidental and replaced at no cost to the Commission.
[http://www.modot.mo.gov/business/standards_and_specs/Sec0612.pdf Sec 612]

Latest revision as of 06:53, 3 May 2024

Protective vehicle with a truck-Mounted Attenuator and Flashing Arrow Panel

Impact attenuators are designed to absorb energy of an impacting vehicle and reduce the force on a passenger. Types of impact attenuators include: truck -mounted attenuators (TMA), freestanding impact attenuators (sand barrels), and work zone crash cushions.

612.1 Truck-Mounted Attenuators

Truck-mounted attenuators (TMAs) are energy-absorbing devices attached to the rear of appropriate protective vehicle. The protective vehicle that supports the TMA must meet manufacturer specifications.

The National Cooperative Highway Research Project 350 (NCHRP 350) and the 2016 AASHTO Manual for Assessing Safety Hardware (MASH 2016) set the crash criteria for TMAs. Non MASH 2016 impact attenuators manufactured prior to January 1, 2023 may be used until January 1, 2030. All impact attenuators manufactured after January 1, 2023 shall meet MASH 2016 Test Level 3 crash test requirements.

Damaged TMAs are to be removed from service and either repaired or replaced.

612.1.1 MoDOT TMA Marking, Emergency Alert Lights, and Audible Alert System

While in the operating position, the rear facing of the TMA shall be marked with alternating 8-inch yellow and 8-inch black retroreflective sheeting forming an inverted “V” at the center and slope downward at an angle of 45 degrees toward each side of the unit or a checkered board pattern consisting of 12- inch square red and 12-inch square white retroreflective sheeting. The TMA may be marked with the same operating pattern or red and white DOT conspicuity tape to simulate the looks of a standard van body trailer when traveling.

Emergency Alert Lights (EALs) and Audible Alert systems on MoDOT MASH 2016 tested TMAs are used in accordance with typical applications.

All lighting should be appropriately set, depending on the day or nighttime conditions.

612.1.2 TMA Operations

612.1.2.1 Construction Projects

For construction projects, the use of a stationary TMA may be required on the temporary traffic control plans above and beyond the requirements of the MUTCD. If the use of a stationary TMA is required, the stationary TMA should be included on the temporary traffic control plans, contain the appropriate bid item as well as the applicable JSP for Truck Mounted Attenuator for Stationary Activities.

For construction projects, TMAs required for mobile operations, such as striping, are considered incidental per Sec 612.5.

612.1.2.2 MoDOT Operations

During MoDOT stationary operations, it is recommended the operator not wait inside or near the TMA vehicle.

During MoDOT short duration and mobile operations, TMA operators are allowed to take preventive action by rolling ahead when they perceive possible interaction with an errant vehicle. All TMAs, except TMA#1 are allowed take preventive action.

612.1.3 MoDOT TMA Operator’s Training

MoDOT operators are required complete MoDOT’s Truck-Trailer Mounted Attenuator (TMA) Protective Vehicle training (both classroom and On The Job training) in advance operating a TMA.

612.2 Impact Attenuator Array (Sand Barrels)

Sand Barrels
Sand Barrels

An Impact Attenuator Array (Sand Barrels) is most often used to shield fixed objects that cannot be removed or relocated, when posted speeds are greater than 35 mph. These devices are recommended for temporary usage such as in work zones. A benefit/cost analysis is to be conducted before sand barrels are used in a permanent application.

An Impact Attenuator Array (Sand Barrels) consists of a group of freestanding plastic barrels configured in an array of increasing weights from the impact point toward the object. Such an array transfers the vehicle’s momentum to the increasing masses of sand in the barrels and provides a gradual deceleration. Each barrel is designed with a specific weight of sand to absorb the energy of an errant vehicle. The sand barrel array's "footprint" length and width and the number of barrels will change based upon the permanent posted speed limit of the roadway. For the correct setup and array of sand barrel impact attenuators, refer to the manufacturer’s recommendations. For more information about manufacturer’s recommendations, see End Terminals, Crash Cushions and Barrier Systems.

The pay item will be based on the posted speed limit for the location the sand barrels will be used. Each Impact Attenuator XX mph (Sand Barrel Array) will be paid for per each, as a unit including the number of barrels and weight of sand in each barrel, as required by the manufacturer. If it is anticipated that the sand barrel array will be relocated during staged construction, the entire array will be relocated and paid for by the pay item Impact Attenuator (Relocation) each time the sand barrel array is relocated. The relocated array should be used in an area with the same posted speed limit, or another pay item will need to be used. An estimate for replacement barrels needs to be included as a separate pay item, typically calculated as one for each sand barrel array. No direct payment is made for the Type 1 object marker on the lead sand barrel in the array.

Typical Array for Sand-Filled Impact Attenuators May Change Based on Manufacturer’s Recommendations
Typical Array for Sand-Filled Impact Attenuators May Change Based on Manufacturer’s Recommendations

612.3 Work Zone Crash Cushion

Work Zone Crash Cushions are used to protect traffic from the blunt end of temporary barrier curb. A crash cushion will be required on the upstream end of barrier curb for divided facilities, and on both ends for all two-way facilities. When space allows, sand barrel impact attenuators are the preferred choice for temporary protection. However, in the event that sand barrels cannot be used (for example, insufficient width), work zone crash cushions may be used instead. Work zone crash cushions provide a narrower option than sand barrels, but still perform the same function. Work zone crash cushions are discussed in EPG 617.1.3.3 Crash Cushion. Applicable pay items are included in the plans.

612.4 Construction Inspection Guidelines

Material (for Sec 612.2) Certifications are to be collected on retroreflective sheeting and any other product specified in Sec 1063.

Safety Requirements (for Sec 612.3) The inspector is to request a copy of the manufacturer’s certification that states the units comply with the crash test requirements of NCHRP 350 or MASH 2016, Test Level 3. This information is to be kept in the project files.

Truck-Mounted Attenuator (for Sec 612.4.1) TMAs are to be inspected to make sure they are structurally sound, the frames are not bent and that they appear to be in good working order. In some cases, the contractor may elect to add TMAs when TMAs are not required. Elective TMAs need to be NCHRP 350 or MASH 2016, Test Level 3 compliant and therefore the certification still needs to be collected.

Sand-Filled Impact Attenuator Array (for Sec 612.4.2) The inspector is to request a copy of the manufacturer’s installation instructions for the particular brand of sand-filled impact attenuator the contractor is using. The use of more than one manufacturer’s sand barrels in an array is not allowed. When inspecting the sand-filled impact attenuator arrays, make sure that the array is in the location as shown in the temporary traffic control plans, and set up and filled in accordance with the manufacturer’s recommendations. All lids are to be on and secured. In order to prevent the sand inside the barrels from freezing in cold weather, the sand shall have a maximum moisture content and rock salt added, according to Sec 612.4.2.1. The contractor should provide the calculations for moisture content and rock salt content for each barrel, so the specification requirements can be verified. When checking the contents of the barrels, rock salt should be visible in the sand mix, to verify uniform dispersion in the sand. During periods of extended cold weather, the sand should be checked periodically to make sure it has not frozen because the salt content has been exhausted. If this condition is found, the contractor will need to add more salt or replace the sand/salt mixture.

Work Zone Crash Cushions (for Sec 612.4.3). The inspector is to request a copy of the manufacturer’s installation instructions for the particular brand of crash cushion the contractor is using. When inspecting the work zone crash cushion, make sure that the crash cushion is in the location as shown on the temporary traffic control plans and set up in accordance with the manufacturer’s recommendations. If the crash cushion is water-filled, MoDOT requires a mixture content per manufacturer’s recommendations so that the crash cushion will not freeze and create a safety hazard. During periods of extended cold weather, the crash cushion(s) should be checked periodically to make sure it has not frozen. If this condition is found, the contractor will need to correct and/or replace the mixture. In the event the work zone crash cushion is damaged and needs to be replaced, it is considered incidental and replaced at no cost to the Commission.