The contractor develops a contingency plan and submits it within 1 day of the resident engineers request or as specified in the Standard Special Provisions. Signs and other devices mounted lower than 7 feet above the temporary pedestrian pathway should not project more than 4 inches into accessible pedestrian facilities. These Standard Specifications sections apply to pedestrian facilities: Verify that the contractor adheres to the following: At the preconstruction conference, discuss the need for temporary pedestrian facilities and ADA requirements. A G20-2 "END ROAD WORK" sign, as appropriate, shall be placed at the end of the lane closure unless the end of work area is obvious or ends within a larger project's limits. Review Section 84-2.03, Construction, of the. Temporary full freeway closures of all lanes in the same direction of travel. If closure of an existing pedestrian route is required because of the contractors means and methods, remind the contractor of their responsibility to design and construct a TPAR at their expense, and obtain authorization to proceed with the work activities. Serves as a liaison between Construction, the DTM, and the TMP manager. Verify the contractor delineates a PCMS with a taper consisting of nine traffic cones. PDF TRAFFIC CONTROL SYSTEM TABLES FOR LANE AND RAMP CLOSURES - California Depending on the project conditions, the contractor may use the RSP T30 to T34 of the Revised Standard Plans as a baseline for designing and constructing a TPAR. 18h. End-of-queue management is desirable at locations where traffic queues are anticipated. Set up Requestor or representative that will provide a status of closures, LCS accounts for the trained contractors employees accordingly, and provide them with their login information within 5 days after they have completed the training. Establish reduced regulatory speed limits in accordance with procedures in the. The Department has standardized its road and lane closure reporting into a statewide Lane Closure System (LCS). Caltrans | Edhat Before making a decision to approve a change order that would result in a prolonged ramp closure, weigh the results of the study with factors, such as construction costs, travel costs, delay, and safety. Notify Me. Try to eliminate surprise elements from temporary roadways. Lane widths should be consistent with the widths of the approach roadway. Confirm the contractor submits a schedule of planned closures in advance as required by Section 12-4.02A(3), Submittals, of the Standard Specifications. The resident engineer must track COZEEP hours used and estimate expenditures each month. Caltrans lane closure charts. Changes to any of these plans may alter the need for temporary crash cushion modules. They require lane closure charts that specify when and how many lanes may be closed for construction. Make sure that portable transverse rumble strips are placed before closing the lane to traffic. Select a District or Statewide to start. Welcome to Caltrans Planned Lane Closures The following reports are a public service of Caltrans. If a notice of change is received, attach a copy to your copy of the COZEEP daily report, and submit the original to the district COZEEP coordinator. Any activity requiring a full roadway closure, Rapid-strength concrete operations, including concrete slab replacement, Roadway excavations that encroach on the traveled way and are not protected by K-rail, Cold planing hot mix asphalt for depths of 2 inches or greater, Asphalt or concrete pavement sealing operations, Placement of reinforcing steel or structural members, Falsework erection or removal, including adjustments. Verify the district traffic manager reviews a closure request for conflicts before approving it. 1. Verify that traffic handling devices meet the visibility and legibility requirements. Coordinate work activities with the CHP and other local and regional transportation stakeholders as appropriate. Make sure the temporary automated end of queue warning system is in operation only during work, unless special provisions require one for 24 hours a day, 7 days a week for certain construction activities. If the portable signal system is out of operation, the contractor must provide flaggers to control the traffic until the traffic signals are in operation. All cones should use the same type and brand of retroreflective sheeting. Verify the planned temporary signal system includes a backup power source and automatic transfer switches. Allow the use of paint only if the temporary traffic stripe is not required to be removed. Anticipated length of time, rounded to the nearest 5 minutes, to pick up the closures. Impact attenuator vehicles are paid for as part of the contract item for the traffic control system. 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. Review Section 81-3, Pavement Markers, of the Standard Specifications. The pending file for the project maintained by the resident engineer should include the basis of that estimate. For high-visibility garment requirements refer to Section 2-106D, High-Visibility Garment, of this manual. Providing for exit ramp traffic within the coned-off area may be difficult. 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 screen blocks motorist visibility, order its removal and consult with the district traffic engineer concerning alternatives. Call on Caltrans work forces only because of a physical inability of the contractor or a refusal by the contractor to act. A median barrier, bridge rail, or retaining wall may block worker escape routes. Count the plastic traffic drums for payment as they are placed in the locations shown on the plans. Make sure your designated staff and other state staff involved with traffic control attend the meeting when possible. Lane Closure System (LCS) Mobile Statusing Instructions This training will take approximately 30 minutes to complete. If a temporary pedestrian facility is needed, it should follow the ADA checklist in the. CalTrans Lane & Road Closures SR-38 East / West Active Thu Mar 2 2023, 6:01AM Lasting 14 hours One-Way Traffic closure lasting 14 hours on Conventional Hwy for Emergency Work affecting #1, Right Shoulder lane (s) in District: 8 From: Old Mill Creek Rd Mentone to Jenks Lake Rd Angelus Oaks View on Google Maps ID: C38EA-0004-2023-03-02-06:01:52 The Public Utilities Commission crossing number shown on the railroad crossing sign, Date the detour will be put into use and the estimated time it will be in use, Estimated volume of traffic to be detoured over the crossing, Whether additional protection is proposed. If an impasse occurs, the district COZEEP coordinator and the designated CHP division office contact should act as the second level of review. The following procedures are intended to assist resident engineers in obtaining and tracking COZEEP services and to help Caltrans reconcile the CHP billing system and facilitate payment to the CHP. Construction area signs, except those used in traffic control systems for closures, are paid for as a lump sum item. PDF TYPICAL LANE CLOSURE - California Division of Traffic Operations - Road Information - California Highway Information Road Information Know before you go : National Weather Service - Caltrans Social Media - QuickMap Real-time Travel Information Check Current Highway Conditions Enter Highway Number (s) You can also call 1-800-427-7623 for current highway conditions. The following is a list of CalTrans lane closures, road construction, and blocked lanes that are active or plannded for on Highway SR-17 Updated Mar 02, 2023, 9:33 AM CalTrans Lane & Road Closures SR-17 Form CEM-2303, Temporary Pedestrian Access Route Sidewalk Detour Inspection Report, may be used by the engineer and the contractor to report weekly inspections if the temporary pedestrian access route is provided using an existing pedestrian route. Allow only the use of sandbags when it is necessary to weigh down sign standards to prevent the wind from overturning them. Cold storms bringing wind, rain and low-elevation snow heavy at times are forecast through early March. The following guidelines apply to the color and texture of pavement surfacing materials: The following guidelines apply to speed zones: Frequently, special provisions restrict work on the existing traveled way to a specified period at night. Refer to Section 5-1.20 Coordination with Other Entities, of the Standard Specifications, if applicable, and the special provisions. Require the contractor to keep signs clean and clearly visible, and repair them if damaged. Locate the transition so it is visible to the approaching motorist. During the planning and design phase of any project, an impact study is made for a proposed prolonged ramp closure. Require ballast for drums according to manufacturer specifications. Serving as a liaison between construction, the district traffic manager (DTM) and the transportation management plans (TMP) manager. Determine if the temporary traffic control devices to be used are on the Authorized Material List for Signing and Delineation Materials and if they require a certificate of compliance. Do not allow the use of commercial pallets that exceed the maximum height. Check construction area signs often during the course of the work. Verify portable radar speed feedback sign systems comply with the requirements in Section 12-3.37 Portable Radar Speed Feedback Sign Systems of the Standard Specifications. Keep the projects completion dates current in the LCS. Links Regional Sites Beginning and ending times for critical work activities for work conducted in a closure. The CHP has 5 working days to notify Caltrans if the actual travel time, mileage, or both, are greater than the allowances estimated on the daily report. Verify the contractor offsets the approach end of Type K temporary railing by 15 feet minimum from the edge of an open traffic lane, according to Section 7-1.04 Public Safety, of the Standard Specifications. Confirm that AFAD are placed in accordance with the plans and where clearly visible to the AFAD operator and to approaching traffic. If the equipment, materials, or workers are not onsite, the contingency plan specifies the method of mobilizing these items and personnel, and the time required to complete the mobilization. Verify that garments worn by the contractor's staff comply at least with ANSI 107-2004 Class 3. When full use is not possible, accommodate traffic by verifying a continuous roadway throughout the length of the project, achieved by using one or a combination of the following: The newly constructed highway or portions of it, A detour where traffic, including pedestrians and bicycles, is diverted over a temporary roadway, Passage of traffic through the work in progress. Basic instructions usually apply more to the planning and design phase of a project, but they also help provide construction personnel with basic concepts for safe and efficient traffic flow through a highway construction project. Verify the channelizers post is predominantly orange.

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