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Review Section 12-4.05, Bridge Cleaning and Painting Activities," of the Standard Specifications. Review the submittal for any Type 3 barricade to be used as sign support for crashworthiness to the Transportation Research Boards NCHRP Report 350 criteria or the American Association of State Highway and Transportation Officials (AASHTOs) Manual for Assessing Safety Hardware (MASH) as a single unit with a sign panel of the size and type used on the project. . Refer to Section 12-6, Temporary Pavement Delineation and Section 12-7 Temporary Pavement Delineation for Seal Coats, of the Standard Specifications for temporary signing requirements for no-passing zones. Verify barricade construction complies with Section 12-3.10, Barricades, of the Standard Specifications and sheet A73C, "Delineators, Channelizers, and Barricades," of the Standard Plans. Land Adjustment Plan, Angeles County Highway Maintenance . Portable flashing beacons are measured and paid for at contract item price by the unit except when they are part of a traffic control system. Contact Construction at headquarters for a current hard copy. Review the specification requirements and sheet T4 of the Standard Plans. All sheets on TTC plans shall be numbered consecutively: TC-1 TC-2, etc. The following are typical situations in which field adjustments are necessary: If long closures are unavoidable, protect the active work area by placing barricades or drums across the closed lanes, upstream of the work area. Welcome to the Texas Department of Transportation FTP Server Temporary crash cushions may be installed on wooden pallets as an option. Check that all crash cushion modules are filled with the proper weight of sand. Elevating our focus and approach to the Strategic Highway Safety Plan Toward Zero Deaths goal, and leveraging managed lanes, transit, active transportation, as well as diversity in freight movement to meet the future needs of Caltrans. Obtain required submittals for the systems in accordance with Section 87-14 Radar Speed Feedback Sign Systems, of the Standard Specifications. Next install the first sign drivers will see in approaching the work area from the affected direction. Verify the pavement is clean and dry and the contractor places the channelizers during conditions that meet the required temperatures. One-stop demographic data analysis tool . During night operations, the vehicles should have their headlights turned off and their hazard lights and flashing amber lights turned on. Verify the lights are not glaring into approaching traffic, especially truck traffic. Confirm flaggers are wearing American National Standards Institute (ANSI)-compliant garments in accordance with the Construction Safety Orders of the California Department of Industrial Relations, or the prime contractors or subcontractors Injury and Illness Prevention Program or Code of Safe Practices, whichever is more stringent. The change order that authorizes the extra work should reflect these costs. For public safety, when flaggers are not shown on the plans or specified and when ordered by the engineer, providing flaggers is change order work for which Caltrans pays 100 percent. Make sure to visit our services page to find out more about how we can help your business with traffic control planning for both short-term and long-term projects. Verify that all the necessary signs, cones, drums, and other equipment are on hand before the system is set up for the first time. A minimum 1500' of sight distance shall 4. Require the contractor to keep signs clean and clearly visible, and repair them if damaged. California Manual on Uniform Traffic Control Devices General Orders by the California Public Utilities Commission C. LADOT Publications LADOT Manual of Policies and Procedures (MPP) 1.1. For all project work, the lump sum payment for the traffic control system includes payment for all labor, equipment, and materials to install, maintain, and remove the traffic control system as shown on the plans or Standard Plans. If the contractor plans to use cones for night work, determine the type of cone proposed. Impact attenuator vehicles are paid for as part of the contract item for the traffic control system. If a contractor is unable to access the LCS Mobile web page, obtain the closure status from the contractor and notify the transportation management center. If sight distance is not adequate, contact the district traffic engineer for suggestions or recommendations. Remind the contractor of Americans with Disabilities Act requirements if the traffic control system will affect pedestrian traffic and a temporary pedestrian access route is needed. Obtain from the contractor, the completed Form CEM-2312, Temporary Pedestrian Access Route Contractor Weekly Report, within 2 business days of completing a weekly inspection. Caltrans expects to begin paving and installing a new guardrail to wrap up the project during the week of Jan. 16, weather permitting. The following guidelines are for measuring and paying for various traffic control devices for construction areas. Do not use the contract item for Type K temporary railing to pay for temporary railing that is placed to fulfill the requirements of the Public Safety section. Verify signs to be used comply with the specification requirements. During daylight operations, the vehicles facing oncoming traffic should have their headlights and their flashing amber lights turned on at all times. Removal of the traffic control systemRemove all workers and equipment from the roadway. The closure requests are stored with a SAVED status. Verify Category 3 temporary traffic control devices are the type shown on the Authorized Material List for Highway Safety Features. MAZEEP (Maintenance Zone Enhanced Enforcement Program), Maintenance Protective Vehicle Guidance (Shadow Vehicle), Caltrans Standard Plans - Temporary Traffic Control Systems T9 - T17, Caltrans Standard Plans - Signs (roadside and overhead), Work Affecting Pedestrian and Bicycle Facilities - see. Also refer to Section 2-2, Traffic, of this manual, which provides guidance and a general overview of providing a safe and convenient passage of public traffic through the construction area and is complementary to this section. Be prepared, pack your patience, and if you must travel, go safely. Consult with the district traffic engineer for other acceptable means to protect the sign instead of the Type K temporary railing required by the specifications. (RescindsTOPD 00-02, dated 2-1-00), Caltrans Letter to CTCDC for the Adoption of the 2014 California Manual on Uniform Traffic Control Devices Revision 4 (PDF), Caltrans Letter to CTCDC for the Adoption of the 2014 California Manual on Uniform Traffic Control Devices Revision 3 (PDF), FHWA Letter to Caltrans for Substantial Conformance of the 2014 Rev 3 California Manual on Uniform Traffic Control Devices (PDF), Caltrans Letter to FHWA Requesting Confirmation of Substantial Conformance for the 2014 Rev 3 California Manual on Uniform Traffic Control Devices (PDF), Implementation of Temporary Pedestrian Access Route (TPAR) (PDF), Implementation of Six-Inch Wide Traffic Lines and Discontinuing Use of Non-Reflective Raised Pavement Markers, Guidelines for Visibility Improvement Requests (VIRs) (PDF), Procurement of Laminated Wood Box Post (LWBP) Sign Supports for Capital Outlay Projects (PDF), FHWA Interim Approval - Three-Section Flashing Yellow Arrow Signal Faces, Caltrans Letter to CTCDC for the Adoption of the 2014 California Manual on Uniform Traffic Control Devices Revision 2 (PDF), FHWA Interim Approval - Intersection Bicycle Boxes (PDF), Use of Department-Furnished Signal Controller Assemblies and Department-Furnished Software Programs on the State Highway System (PDF), Chapter 4F Pedestrian Hybrid Beacon Guidance Statement Change (PDF), FHWA Letter of Substantial Conformance for 2014 Rev 2 California Manual on Uniform Traffic Control Devices (PDF), Caltrans Letter to FHWA Requesting Confirmation of Substantial Conformance for the 2014 Rev 2 California Manual on Uniform Traffic Control Devices (PDF), Record Retention Policy for Traffic Safety and Traffic Accident Surveillance and Analysis Systems (TASAS), Reinstatement of Use of SRT Systems (PDF), Exception to the Implementation of the Revised 2010 Electrical Standards (PDF), Implementation of the Revised 2010 and 2015 Electrical Standards (PDF), Installation of Automated Red Light Enforcement Systems by Local Governmental Agencies on the State Highway System, Replacement and Retrofit of Existing Pedestrian Signal "Meter On" Signs (PDF), FHWA Interim Approval - Bicycle Signal Faces (PDF), Warranty-Based Pavement Marking Pilot Projects (PDF), Caltrans Letter to CTCDC for the Adoption of the 2014 California Manual on Uniform Traffic Control Devices (PDF), Overhead Guide Sign Policy on the State Highway System (Revision 1, 12-11-14), Use of Severe-Duty Crash Attenuators (PDF), Use of Ramp Metering Sign in Projects in Design or Construction (PDF), Implementation of Portable Transverse Rumble Strips (PDF), Visibility Improvement Request During Declared Droughts (PDF), Retroreflective Sheeting for Guide Sign Policy (PDF), FHWA Letter to Caltrans for Substantial Conformance of the 2012 California Manual on Uniform Traffic Control Devices. Closures that will reduce horizontal or vertical clearances require even more notification. Verify the contractor completely installs the traffic control system before commencing work. The student will be instructed when to make traffic control system adjustments and when to reject substandard materials. Verify that Category 3 temporary traffic control devices are on the Authorized Material List for Highway Safety Features. Allow only one type of portable delineator on the project. Verify the contractor installs Type P or Type R markers when required. Verify TPARs are constructed in compliance with the requirements in Section 12-4.04, Temporary Pedestrian Access Routes, of the. Work Zone Traffic Control Resources | Caltrans Moderate to heavy precipitation and heavy mountain snow through the weekend. Verify attendance of subcontractors and other contractors personnel involved with traffic control. crest vertical curve or on a horizontal curve. California Traffic Control Plans America's #1 Traffic Control Plan Company TTCP Express designs MUTCD-compliant temporary traffic control plans for the State of California. Temporary Traffic Control, for information on preparing TTC, definitions, TTC devices, compliance information, and for typical TTC examples. Request the guidelines from Construction headquarters. Contact the district traffic engineer for recommendations if the clearance to the traffic lane cannot be obtained. Stationary closures on a traffic lane are 10-97 before placing the first cone on the traffic lane, and 10-98 after removing all the cones from the traffic lane. Verify the contractor uses an impact attenuator vehicle as a shadow vehicle in moving closures and during placement and removal of components in stationary closures. When an operation is terminated before the time the specifications allow because of circumstances beyond the contractors control, consider granting time, compensation, or both, within the terms of the contract. Caltrans Temporary Traffic Control Manual, Toshiba Vc-p2s Manual, Scientific Calculator Fx-570w Manual, Electric Vs Manual Toothbrush, Gigashot Gsc-r30 Manual, Technics Su-v300 Service Manual, John Deere 301 Service Manual Moderate to heavy precipitation and heavy mountain snow through the weekend. . . Also, verify that flagging stations are laid out correctly, are visible to approaching traffic, are illuminated during nighttime, and have correct advance warning signs. Verify the temporary flashing beacon system includes a backup power source and automatic transfer switches. Place all remaining signs and devices in sequence through the work area. Remember that the motorist has no knowledge of the traffic control plan and is entirely dependent on the system for warning and guidance. All drums should use the same type and brand of retroreflective sheeting. Move the workers and equipment onto the closed lanes only after all system components are in place. Publication California Temporary Traffic Control Handbook Abstract: This Handbook is coordinated and prepared by the California Temporary Traffic Control Handbook Committee. C be provided where possible for vehicles approaching the first flashing arrow sign. Verify that temporary traffic control devices comply with the contract requirements. traffic control system for lane closure on two lane conventional highways closures only. Obtain a copy of the manufacturers operating instructions. Retroreflective sheeting on channelizers. Verify temporary or permanent pavement delineation is in place before opening the traveled way to traffic. When AFAD are in use, allow the contractor to use portable vehicle transverse rumble strips, but do not allow the use of a 48-inch-by-48-inch C9A(CA) sign or gate cones. Verify that all traffic control devices are correctly placed and functioning properly. Pay special attention to the aiming of the sign whenever solar-powered signs are used. Require ballast for drums according to manufacturer specifications. Verify that pallet height is 4 inches or less. If the contractor is to place the traffic control system repeatedly in the same place, the contractor can request to mark on the shoulder the locations of advance warning signs, cones, and drums. Verify that portable flashing beacons comply with the requirements in Section 12-3.31, "Portable Flashing Beacons," of the Standard Specifications. 2019 . Observe the flagging operation to verify that flaggers are using the correct procedures for directing motorists in accordance with California Code of Regulations, Title 8, Section 1599,(8 CCR 1599) Flaggers, and Chapter 6E, Flagger Control, of the California MUTCD. Confirm that portable delineators remain upright when unattended, otherwise require the contractor to place a ballast on the delineators base. Extend exit ramp tapers back through the closure as an extension of the ramps shoulder line. Traffic count maps. Verify all threaded rods or dowels are removed and the area is restored to its previous condition or constructed to its planned condition after removal of Type K temporary railing. The specifications require temporary traffic screen to have 3-foot-long openings spaced at 200-foot intervals. The LCS will send the contractors employees a unique password by email after the accounts are created. traffic cone flagger portable flashing beacon temporary traffic control sign traffic control pilot car w3-4 d work area b end road work typical lane closure with reversible control wait and follow w20-4 w20-1 100' 50' to see table 2 d a ahead work road ahead road one lane a g20-2 e a/2 a/2 b end road work c g20-2 w3-4 a one lane road ahead . The cost of the contractors inventory of replacement sign materials is included in the contract price for construction area signs. PCMS can be used in place of an advance flagger to remove workers from the roadway to improve worker safety from traffic. Traffic queuesContain traffic queues completely within the advance warning signs of any closure. Ask the contractor to replace channelizers that are displaced or fail to remain in an upright position. Before work begins, carefully review the plans, specifications, closure charts, and sheets T9 through T17 of the Standard Plans. Confirm the contractor provides a temporary pedestrian access route (TPAR) nearby, off the traveled way, when the construction activities require the closure of an existing pedestrian route. Prohibit messages that do not convey real-time information to the motorist. Refer to Section 2-214D, Construction Contingency Plan, of this manual. All cones should use the same type and brand of retroreflective sheeting. Extend entrance ramps through the closed lane by projecting the left shoulder line. Verify that the impact attenuator vehicle complies with all specification requirements. The contract item price also includes the costs of work necessary to restore channelizers damaged by public traffic. Confirm the contractor uses the long-term temporary pavement marker for 180 days or less and the short-term temporary pavement marker for 14 days or less. Temporary pavement markers will not adhere to a cold in-place recycling surface. Caltrans does not pay for providing the TPAR when the pedestrian route closure is the result of contractors means and methods. Do not allow the contractor to use the double-stick butyl pads provided by the channelizer manufacturer; these pads do not meet Caltrans requirements. When necessary, ask the contractor to adjust placement or message content of signs based on changing project or traffic conditions. Inspect crash cushion modules to confirm they comply with the specification and manufacturer requirements. State Route 39 (SR 39) is a state highway in the U.S. state of California that travels through Orange and Los Angeles counties. Ramps and connectorsManaging ramps and connectors within a closure requires additional consideration. If the temporary automated end of queue warning system malfunctions for a cumulative period of 4 hours or more, no payment will be made for the day. For informational purposes only. Avoid sharply angled tapers. Types include plastic traffic drums, portable delineators, channelizers, tubular markers, traffic cones, and Type 1 and Type 2 barricades. Verify the proper types of flashing arrow signs are used. Pallets that exceed this height raise the sand in the crash cushions above an acceptable level. Use of 180-day temporary pavement markers on an open-graded surface is not advised; when removed, the marker glue can peel up the open grade. Verify the contractor conducts a meeting with all involved parties to discuss the operation of the impact attenuator vehicle. 2. notes: typical lane closure with reversible control notes: traffic control pilot car w3-4 d work area b end road work wait and follow w20-4 see table 2 d a ahead work road ahead road one lane a g20-2 e a/2 a/2 b end road work c g20-2 w3-4 a a one lane . The cost of providing flaggers is included in the bid item cost for portable signal systems. In many cases, placing a PCMS behind existing guard railing will protect it. Inform the Transportation Permits Unit 15 days in advance of the closure. Direct the contractor to remove any temporary pavement delineation that conflicts with the permanent pavement delineation. The one-way traffic that has been necessary since a widening project began in early October. Do not permit any closures until the contractor submits this plan and it is authorized in accordance with the specifications. Refer to Section 12-4.02C(10), End of Queue Monitoring and Warning With Truck Mounted Changeable Message Sign, of the revised, Multiple closures and inter-project coordinationAvoid multiple closures with overlapping sign patterns. Use of Automated Red Light Enforcement Systems on the State Highway System. The cost of covering, uncovering, and removing signs (when they are no longer needed) is included in the contract price for construction area signs. Verify that crash cushion module arrays are installed according to the manufacturers instructions. Its southern terminus is at Pacific Coast Highway (), in Huntington Beach.SR 39's northern terminus is at Islip Saddle on Angeles Crest Highway in the Angeles National Forest, but its northernmost 4.5-mile (7.2 km) segment (including the connection with SR 2) has been . State of California Department of Transportation (Caltrans). If the contractor fails to reopen the highway according to the closure charts, suspend work and request a detailed written construction contingency plan demonstrating that the highway will be opened as soon as possible. Drums used instead of cones, barricades, or delineators as part of a traffic control system or used as specified under Public Safety section in the contract are not to be paid for at contract item price. Stationary closures on the shoulder are 10-97 before placing the first cone after the last advance warning sign, and 10-98 after removing the last cone before the advance warning signs. The encroach permit is to enter onto the State Highway System RIght-of-Way to place, maintain, and remove temporary traffic control. Certain equipment, such as dike placement machines, can only operate off one side of the equipment and may need to be operated against live traffic. Process change orders for bid items that require traffic control that are not caused by an ordered change for a contract item or items. Verify a minimum clearance of 8 feet between the array and the nearest traffic lane. Moving closures are 10-97 before the actual start time of the closure, and 10-98 after the actual end time of the closure. Verify that temporary pavement marking tape to remain in place more than 14 days is applied according to the specifications, and that temporary pavement marking tape to remain in place 14 days or less is applied according to the manufacturers instructions. Caltrans Social Media - District 1 QuickMap Real-time Travel Information Map-based app Road Information Call 1-800-427-7623 for the California Highway Information Network (CHIN) About Caltrans Contact Us ADA Certification Request ADA Compliant Documents Settings Translate Home Travel Work with Caltrans Programs Caltrans Near Me Search Home Programs During the course of work, monitor the contractors activities to verify closures are statused in LCS as follows: The LCS will notify the resident engineers and designated inspectors by email when the contractor changes the status of a closure. At the preconstruction conference, remind the contractor to maintain an inventory of commonly required items at the job site and arrange for sign panels, posts, and mounting hardware or portable sign mounts to be furnished on short notice. Verify that traffic handling devices meet the visibility and legibility requirements. Verify contractors are assigning personnel and maintaining closures in accordance with the T Series Standard Plans. Frequently, the plans for stage construction, detour, or traffic handling will require arrays of temporary crash cushion modules. Ask the contractor to remove nonoperating portable message signs from the job site away from traffic or protect it in accordance with Section 7-1.04 Public Safety, of the Standard Specifications. (PDF). Obtain the name and contact information for the assigned onsite system coordinator. Verify the contractor protects Type K temporary railing blunt- ends within 15 feet of the edge of the traveled way with temporary crash cushions. Review the closure requests for compliance with the closure requirements charts and other contract requirements. C-31 Construction Zone Traffic Control Contractor Exam - California.USTradeTest.com - Thompson Learning Only a phone call away. In addition to adjustments for ordered changes, process change orders that adjust compensation when increased or decreased closures are required because of underruns or overruns in the engineers estimated quantities. All Trades Requirements Why Use TLC? 124000 and that a designed temporary pedestrian access route (TPAR) is part of the contract plans or that the TPAR Standard Plans are appropriate for the pedestrian route affected by the work activities. (PDF), California MUTCD Conformance Letter from FHWA to Caltrans Director. 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