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Disturbed track means the disturbance of the roadbed or ballast section, as a result of track maintenance or any other event, which reduces the lateral or longitudinal resistance of the track, or both. (a) All track shall be visually inspected in accordance with the schedule prescribed in paragraph (c) of this section by a person designated under 213.305. Flattened rail occurrences have no repetitive regularity and thus do not include corrugations, and have no apparent localized cause such as a weld or engine burn. (a) Except as a temporary repair in emergency situations no rail having a torch cut end shall be used. (a) Each owner of track to which this part applies shall keep a record of each inspection required to be performed on that track under this subpart. 6 become an OHSAA Class I referee without going through a class. (1) Any rail used as a replacement plug rail in track that is required to be tested in accordance with this section must have been tested for internal rail flaws. GRMS design requirements specify an L/V ratio of between 0.5 and 1.25. (1) The instrumented vehicle or the portable device, as required in paragraph (j) of this section, shall monitor lateral and vertical accelerations of the carbody. Except as provided in paragraph (b) of this section, no part of this section will in any way be construed to limit the inspector's discretion as it involves inspection speed and sight distance. (h) No joint bar shall be reconfigured by torch cutting in Classes 3 through 5 track. WebSection 6 OPEN SOURCE COLLECTION. (2) When operating through a constant radius curve at a constant speed corresponding to the proposed cant deficiency, and a test plan is submitted to and approved by FRA in accordance with 213.345(e) and (f): (i) The steady-state (average) load on any wheel, throughout the body of the curve, is not less than 60 percent of its static value on perfectly level track; and. Handbooks & Sports Forms / Spring - Erie 1 BOCES [63 FR 34029, June 22, 1998; 63 FR 45959, Aug. 28, 1998, as amended at 85 FR 63391, Oct. 7, 2020]. Unless such a statement is recorded the lien shall not be effective with respect to a bona fide purchaser or other transferee without actual knowledge of such lien. (b) Each record of an inspection under 213.4, 213.119, 213.233, and 213.235 shall be prepared on the day the inspection is made and signed or otherwise certified by the person making the inspection. using the track Class 7 amplitude values in table 5 or 6, as appropriate (i.e., a 5 m.p.h. West Seneca, NY 14224. (2) Segment lengths: Each MCAT segment shall be long enough to allow the vehicle's response to the track deviation(s) to damp out. For vehicle types intended to operate at track Class 6 speeds or above, or at any curving speed producing more than 5 inches of cant deficiency, qualification testing conducted over a representative segment of the route shall demonstrate that the vehicle type will not exceed the carbody lateral and vertical acceleration safety limits specified in 213.333. Vehicle types previously qualified under this subpart for a track class and cant deficiency on one route may be qualified for operation at the same class and cant deficiency on another route through analysis or testing, or both, to demonstrate compliance with paragraph (a) of this section in accordance with the following: (1) Simulations or measurement of wheel/rail forces. (1) Simulations or measurement of wheel/rail forces. (f) Each joint bar shall be held in position by track bolts tightened to allow the joint bar to firmly support the abutting rail ends and to allow longitudinal movement of the rail in the joint to accommodate expansion and contraction due to temperature variations. A traffic officer directs you to pass on the left. Drivers must move over and slow down for emergency and road work vehicles. This procedure may incorporate dynamic track stabilizers or ballast consolidators, which are units of work equipment that are used as a substitute for the stabilization action provided by the passage of tonnage trains. These normally occur when rail temperatures are relatively high and are caused by high longitudinal compressive forces. WebBoys & Girls Spring Track & Field Handbook Section 1 page 3 4 Season Overview Section 2 page 5 6 Notable Rules 11 League Meets and League Meet Schedule (b) Rail anchoring or fastening requirements that will provide sufficient restraint to limit longitudinal rail and crosstie movement to the extent practical, and specifically addressing CWR rail anchoring or fastening patterns on bridges, bridge approaches, and at other locations where possible longitudinal rail and crosstie movement associated with normally expected train-induced forces, is restricted. WebSection 1. Information provided on track geometry, the mathematics of track layouts, switch & crossing (S&C) assemblies, sleepers and rail fastenings is intended to result in designs that take proper account of the speed of traffic. A white or yellow reflector on the front wheel, a white or red reflector on the rear wheel, or reflectorized tires. Designation of qualified persons to supervise certain renewals and inspect track. -2- For vehicle types intended to operate at track Class 7 speeds or above, measurement of truck lateral acceleration during qualification testing shall demonstrate that the vehicle type will not exceed the truck lateral acceleration safety limits specified in 213.333. WebOLD PAGE NOT used History by Hutzler use Channel WS; Schools of Distinction not used out of date; School of Excellence not used out of date Comments . (i) Tongue & Plain Mate switches, which by design exceed Class 1 and excepted track maximum gage limits, are permitted in Class 1 and excepted track. WebSection 1904.6 Determination of new cases. (1) Gage restraint shall be measured between the heads of the rail: (iii) Under an applied lateral load that provides a lateral/vertical load ratio of between 0.5 and 1.25,[10] and a load severity greater than 3 kips but less than 8 kips per rail. (2) Demonstrated to the owner that he or she. This web site is designed for the current versions of [63 FR 34029, June 22, 1998, as amended at 85 FR 63388, Oct. 7, 2020]. Please enter your email address. The following pages provided on the DMV website cannot be translated using Google Translate: Google Translate is not support in your browser. Any subsequent movements to facilitate repairs on track that is out of service must be authorized by a 213.305 qualified person. A. Chapter 2 - Estimating Runoff. WebTRACK(S) ` EXISTING TRACK(S) ` FUTURE ` FUTURE Project specific design plans require the review and prior approval by the Railroad. WebOnce the application package is deemed complete and valid, the review/study track that is applicable to your project will begin (see Rule 21 Review/Study Tracks section below). Exit when safe. (4) For track Classes 8 and 9, at least twice within any 60-day period with not less than 12 days between inspections. General Rules Applicable to All Students. Football Handbook & Forms Football Please enter your email address. Limit operating speed over defective rail to that as authorized by a person designated under 213.305(a)(1)(i) or (ii). Each employer of a person qualified to interpret equipment responses shall maintain written or electronic records of each qualification in effect, including the name of the employee, the equipment to which the qualification applies, the date of qualification, and the date of the most recent reevaluation of the qualification, if any. (4) Load severity means the amount of lateral load applied to the fastener system after friction between rail and tie is overcome by any applied gage-widening lateral load. [63 FR 34029, June 22, 1998, as amended at 79 FR 4256, Jan. 24, 2014], A track owner may designate a segment of track as excepted track provided that. Handbook Chapter 5 contains the appendices. This reduces the standard guard check distance from 4 feet, 65/8 (54.6250) inches to 4 feet, 629/64 (54.4531) inches, which does not comply with minimum guard check distance for Class 5 track. Handbook (1) The track owner determines the person to be qualified and, as part of doing so, trains, examines, and re-examines the person periodically within two years after each prior examination on the following topics as they relate to the safe passage of trains over broken rails or pull aparts: rail defect identification, crosstie condition, track surface and alinement, gage restraint, rail end mismatch, joint bars, and maximum distance between rail ends over which trains may be allowed to pass. (b) Inspect track for defects shall meet the following minimum qualifications: (i) Five years of responsible experience inspecting track in Class 4 or above and the successful completion of a course offered by the employer or by a college level engineering program, supplemented by special on the job training emphasizing the techniques to be employed in the inspection of high speed track; or, (ii) A combination of at least one year of responsible experience in track inspection in Class 4 or above and the successful completion of a minimum of 80 hours of specialized training in the inspection of high speed track provided by the employer or by a college level engineering program, supplemented by special on the job training provided by the employer with emphasis on the inspection of high speed track; or. On tangent track, either rail may be used as the line rail; however, the same rail shall be used for the full length of that tangential segment of the track. It is not an official legal edition of the CFR. 2 When extreme weather conditions prevent a track owner from conducting an inspection of a particular territory within the required interval, the track owner may extend the interval by up to 30 calendar days from the last day that the extreme weather condition prevented the required inspection. NASAD Handbook Pressing enter in the search box will also bring you to search results. Merge safely behind a bicyclist when preparing to make a turn. Web 2023 New York State Public High School Athletic Association 8 Airport Park Boulevard, Latham, NY 12110 P: 1.518.690.0771 F: 1.518.690.0775 A = The extrapolation factor used to convert the measured loaded gage to expected loaded gage under a 24-kip lateral load and a 33-kip vertical load. Fifth-wheel travel trailer weighing over 15,000 pounds GVWR, not , you may . Watch for slow-moving vehicles when you see these signs or markings: NEVs and LSVs reach a maximum speed of 25 mph. Track (6) A continuous rail test that is not conducted to satisfy the requirements for an internal rail inspection under 213.237 or 213.339, and has been properly designated and recorded by the track owner under paragraph (c) of this section, is exempt from the requirements of paragraphs (e)(1), (2), and (5) of this section. Curving performance simulation optional for all track classes. Such record shall include the location of the rail and be maintained until the CWR is brought into conformance with such procedures; and. The DMV is unable to guarantee the accuracy of any translation provided by Google Translate and is therefore not liable for any inaccurate information or changes in the formatting of the pages resulting from the use of the translation application tool. Throughout this publication the term unit leader refers only to a Cubmaster, Scoutmaster, Venturing crew Advisor, Sea Scout Skipper, or Lone Scout friend and counselor. Buckling-prone condition means a track condition that can result in the track being laterally displaced due to high compression forces caused by critical rail temperature combined with insufficient track strength and/or train dynamics. (i) The track owner shall submit the proposed alternate procedures and a supporting statement of justification to the Associate Administrator. In the event of any conflict or inconsistency between board policy, university policy, and this handbook, university policy and board policy will supersede. his section ies you the basics. Table 3 of Appendix D to Part 213 Summary of Required Vehicle Performance Assessment Using Simulations. This space will help you avoid hitting a motorcyclist if they brake suddenly or fall. 2 A line five-eighths of an inch below the top of the center line of the head of the running rail, or corresponding location of the tread portion of the track structure. 21311. If the type of rail test changes following commencement of the test, the change must be documented and include the time the test was started and when it was changed, and the milepost where the test started and where it was changed. Both simulations and physical examinations of the route's track geometry shall be used to determine a track segment representative of the route. (2) Simulations. Automated inspections shall be conducted at the following frequencies: (1) If annual tonnage on Class 4 and 5 main track and Class 3 main track with regularly scheduled passenger service, exceeds 40 million gross tons (mgt) annually, at least twice each calendar year, with no less than 160 days between inspections. Such record shall include the location of the rail and be maintained until the CWR is brought into conformance with such procedures. (2) Compound fissure means a progressive fracture originating in a horizontal split head which turns up or down in the head of the rail as a smooth, bright, or dark surface progressing until substantially at a right angle to the length of the rail. (4) Vehicle performance on curved track Classes 1 through 5 at high cant deficiency. WebSection 126B: Tagging; penalties; suspension of driver's license Section 126B. Broken or cracked switch point rails will be subject to the requirements of 213.113, except that where remedial actions C, D, or E require the use of joint bars, and joint bars cannot be placed due to the physical configuration of the switch, remedial action B will govern, taking into account any added safety provided by the presence of reinforcing bars on the switch points. The failure of a board of assessors to allow or disallow any such application within three months following the filing thereof, shall be deemed an allowance of such application. (iii) Tourist, scenic, historic, or excursion operations, if limited to the maximum authorized speed for passenger trains over the next lower class of track, need not be considered in determining the frequency of inspections under paragraph (h)(6)(i) of this section. If your view is blocked, move slowly forward until you can see. (6) Mechanical stabilization means a type of procedure used to restore track resistance to disturbed track following certain maintenance operations.