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California Department of Transportation MASH Implementation Overview, temporary traffic control devices, guardrail and new products contact information STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF TRAFFIC OPERATIONS OFFICE OF TRAFFIC ENGINEERING Bob Mcnew, P.E. /Randy Hiatt, P.E.
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Page 1: California Department of Transportation MASH ...s3.amazonaws.com/media.atssa.com/Member+Services/...California Department of Transportation MASH Implementation Overview, temporary

California Department of Transportation

MASH Implementation

Overview, temporary traffic control devices, guardrail and new products contact information

STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATIONDIVISION OF TRAFFIC OPERATIONSOFFICE OF TRAFFIC ENGINEERING

Bob Mcnew, P.E. /Randy Hiatt, P.E.

Presenter
Presentation Notes
The Roadside Safety Research Group is a branch in the Division of Research, Innovation and System Information within the California Department of Transportation. Our group is not directly involved with MASH Implementation in Caltrans but we do provide recommendations and guidance policy decisions. We also provide technical guidance to field staff and other divisions in Caltrans.
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MASH Implementation

Caltrans Memorandum “Implementation of the Manual for Assessing Safety Hardware” 12/23/2016

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Caltrans Memorandum “Implementation of the Manual for Assessing Safety Hardware” 12/23/2016

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Temporary Traffic Control Device CategoriesSection 12-3.01A of the 2015 Standard Specifications defines category 1, 2, & 3 Temporary Traffic Control Devices.

Category 1: Small devices weighing less than 100 lbs. certified as crashworthy by crash testing or crash testing of similar devices. Category 1 temporary traffic control devices include traffic cones, plastic traffic drums, portable delineators, and channelizers.

Category 2: Small devices weighing less than 100 lbs. that are not expected to produce significant changes in vehicular velocity but could cause harm to impacting vehicles. Category 2 temporary traffic control devices include barricades and portable sign supports.

Category 3: Devices weighing 100 lbs. or more that are expected to produce significant changes in the vehicular velocity of impacting vehicles. Category 3 temporary traffic control devices include crash cushions, impact attenuator vehicles, temporary railing, temporary barrier, and end treatments for temporary railings and barriers.

Category 4: Is actually a subset of category 3, includes portable, usually trailer mounted, devices such as area lighting supports, flashing arrow panels, temporary traffic signals, and changeable message signs used in or adjacent to the traveled way.

Presenter
Presentation Notes
Work-Zone Traffic Control Devices—Work-zone traffic control devices include a wide range of free-standing features that are used to channelize traffic and to warn or instruct motorists. The small mass of these free-standing systems greatly limits the maximum deceleration that could be produced, during a vehicular impact. Instead, the primary concern during an impact with these features is that a component of the device will penetrate into the occupant compartment or cause damage to the vehicle’s windshield that obstructs a driver’s ability to see other objects in the work zone. No penetration by any element of the test article into the occupant compartment is allowed.
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Category 1 Devices

Category 1 devices require the manufacturer/vendor to certify crashworthiness.

Either the vendor or the manufacturer must perform the self-certification that their device is crashworthy – meets the evaluation criteria of MASH for Category 1 devices.

Information to Include for CertificationA. DateB. Federal aid number for a federal-aid contractC. Contract number, district, county, route, and post miles of the project limitsD. Company name, street address, city, state, and zip code of the certifying vendorE. Printed name, signature, and title of the certifying personF. Types of Category 1 temporary traffic control devices

Presenter
Presentation Notes
See section 2.2.4 MASH. Tests 71, 72, 73 on Table 2.5.
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Category 2 Devices• Small devices weighing less than 100 lb. that are not

expected to produce significant changes in vehicular velocity but could cause harm to impacting vehicles.

• Lights, batteries, solar panels, flags, and other ancillary features are often attached work-zone traffic control devices. These features should be tested with any common ancillary feature in place.

• Any other attachments that are normally incorporated in field applications with work zone traffic control devices, such as sandbags, flags, sign panels, etc., should also be utilized during crash testing to ensure proper impact performance.

Presenter
Presentation Notes
Provide a list of proposed Category 2 temporary traffic control devices at least 5 business days before starting any work using the devices or within 2 business days after the request if the devices are already in use. Lights, batteries, solar panels, flags, and other ancillary features are often attached work-zone traffic control devices. These ancillary features can sometimes become separated and penetrate through a vehicle’s windshield. These features should be tested with any common ancillary feature in place. Any other attachments that are normally incorporated in field applications with work zone traffic control devices, such as sandbags, flags, sign panels, etc., should also be utilized during crash testing to ensure proper impact performance. Occasionally, a work-zone traffic control device, such as a barricade or a plastic drum, will overturn or will intentionally be placed in an overturned position along the highway shoulder in a work zone. Alternatively, a barricade may typically be placed so that its panels are parallel rather than perpendicular to traffic. Devices placed in these types of “out-of-service” orientations may pose a greater risk to an errant motorist than the upright or normal position. If there is a reasonable expectation that a device will be commonly found adjacent to traffic in an “out-of-service” orientation and this orientation poses a greater risk to the motorist than in the normal position, it should be tested in the alternate position. If it cannot be determined which position is more critical, tests in both the normal and “out-of-service” orientations should be conducted
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Category 3 DevicesTemporary barriers, truck mounted attenuators and other fixed or massive devices needing crash testing. These devices require full testing and approval.

Presenter
Presentation Notes
MASH Tests 50 & 51.
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Category 4 DevicesDevices weighing 100 lbs. or more that are expected to produce significant changes in the vehicular velocity of impacting vehicles.

Category 4 is limited to the following trailer mounted devices:1. Flashing arrow panels.2. Changeable message signs3. Temporary traffic signals4. Portable work zone lighting devices5. Automated Flagger Assistance Devices

Presenter
Presentation Notes
The AASHTO/FHW A agreement states that time is needed to conceive and evaluate alternative measures for making these devices crashworthy, to examine the use and crash histories of existing devices, and to review and, if needed, develop safer, cost-effective strategies for the placement or replacement of these devices that will provide motorists with needed information for driving in work zones. Portable work-zone traffic control trailers are roadside fixed objects should be positioned and operated in as safe a manner as practical. These devices should be delineated or shielded. This would mean, where reasonable, placing them behind crashworthy barriers or shielding them with a crash cushion. For devices that the highway agency or contractor has decided are appropriate to operate unshielded within the clear zone, they should be delineated with retroreflective channelizing devices as to be highly visible, both in and out of service. They should be removed from the clear zone as soon as practicable after they are no longer needed. MASH 2.2.3.1 Left unprotected, these devices can pose a significant hazard, especially to the occupants of small cars. Therefore, it may be necessary in some instances to shield these trailers or to otherwise make them crashworthy. Safety treatments designed to be integral or attached to work-zone traffic control trailers should be subjected to Tests 50 and 51 from the truck- and trailer-mounted attenuator category. Consult an accredited testing lab to identify the appropriate testing for these devices.
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• Temporary work zone devices, including portable barriers, manufactured after December 31, 2019, must have been successfully tested to the 2016 edition of MASH.

• Devices manufactured on or before this date, and successfully tested to NCHRP Report 350 or the 2009 edition of MASH, may continue to be used throughout their normal service lives.

• Recommend crash testing be performed early.

Transition for Temporary Work Zone Devices

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Category 1: The vendor is to provide certification at least 5 business days before starting any work using the devices or within 2 business days after the request if the devices are already in use. Obtain a standard form for certification from the Engineer.

Category 2: Must have a letter of acceptance on FHWA Work Zone Devices page: https://safety.fhwa.dot.gov/roadway_dept/countermeasures/reduce_crash_severity/listing.cfm?code=workzone

Category 3: Follow the same New Products process used for permanent safety devices.

Category 4: Awaiting AASHTO Committee guidance for evaluation.

Caltrans Acceptance

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New product approval information

Visit the Caltrans Product Evaluation Program (PEP) web page: http://www.dot.ca.gov/pep/

• Contact: [email protected] or at (916) 227-7373• Product Evaluation Program Overview (PDF) • Product Evaluation Program Guidelines (PDF) • New Product Evaluation Process Flowchart (PDF) • New Product Submittal Form (TL-9501) (PDF) • Authorized Material List Submittal Form (TL-9502) (PDF) • Authorized Material List (AML)• Plans and Specifications

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Midwest Guardrail System

• Approved by Caltrans July 9, 2013

• MASH compliant• Original testing used 12”

block. Current standard plan allows 12” or 8” block.

• Mid-span rail splices reduce tearing and maintenance


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