{"operation":"document","citation":"P-81-013 through P-81-014","title":"NTSB Safety Recommendation Letter P-81-013 through P-81-014","source_type":"guidance","agency":"National Transportation Safety Board","status":"guidance","official":true,"published_on":"1981-07-21","effective_on":"1981-07-21","summary":"Official NTSB transmittal letter for safety recommendations P-81-013 through P-81-014, issued 1981-07-21.","machine_formats":{"json":"https://regulus.evalyn.ai/document/ntsb-transmittal-letter-p81-13-14.json","markdown":"https://regulus.evalyn.ai/document/ntsb-transmittal-letter-p81-13-14.md"},"app_url":"https://regulus.evalyn.ai/document/ntsb-transmittal-letter-p81-13-14","source_url":"https://www.ntsb.gov/safety/safety-recs/recletters/P81_13_14.pdf","body":"Page 1\nNATIONAL CriG P-177 TRANSPORTATION SAFETY BOARD WASHINGTON, D.C. I SSLJED: July 21, 1981 Honorable Howard Dugoff Administrator Research and Special Programs Administration Washington, D.C. 20590 1 SAFETY RECOMMENDAT I ON ( S ) i P-81-13 and P-81-14 ......................................... I About 3:36 p.m. e.s.t., on March 6, 1980, a 32-inch-diameter refined petroleum products pipeline owned and operated by the Colonial Pipeline Company ruptured in two locations simultaneously. I / One break, where the pipe had been thinned by corrosion in a casing unde7 a road, caused the release of 8,000 barrels (336,000 gallons) of aviation-grade kerosene adjacent to route 234 near Manassas, Virginia. Before being fully contained, the kerosene had flowed into Bull Run River and had entered the Occoquan Reservoir. a source of drinking water for several northern Virginia communities. The other break, where a crack in the pipe wall initiated during rail shipment of t h e pipe from t h e steel mill finally propagated t o failure, caused the release of 2,190 barrels (91,980 gallons) of No. 2 fuel oil near Locust Grove, a rural area in Orange County, near Fredericksburg, Virginia. Before being fully contained, the fuel oil had flowed into the Rapidan River and then into the Rappahannock River, a source of drinking water for the City of Fredericksburg. No one was killed or injured as a result of either spill; however, thousands of fish and some small animals and waterfowl were killed. The water supply t o Fredericksburg was contaminated and the Governor of Virginia declared a state of emergency. Cleanup operations involving streams and river banks continued for months after the accident. Metallurgical examination of the failed pipe near Locust Grove, Virginia, revealed that \"...an initial flaw existed in the pipe at t h e time i t was put into service. This flaw was a fatigue crack in the outside surface of the pipe at the toe of the double submerged arc seam weld caused by the rail shipment. This crack grew in service through a corrosion fatigue mechanism; the failure being caused by the pressure cycles experienced by the pipeline. The final fracture was initiated by a surge pressure in the pipeline due to the shutdown of a downstream pump station.\" - 1/ For more information read \"Pipeline Accident Report--Colonial Pipeline Company, Petroleum Products Pipeline Failures, Manassas and Locust Grove, Virginia, March 6, 1980.\" (NTSB-PAR-81-2.) 3262A .\n\nPage 2\n-2- A year earlier, on May 13 and June 16, 1979, Colonial experienced two ruptures on t h e 36-inch-diameter section of its pipeline on SimpsonviUe pump station. Metallurgical examination of the pipe from these failures showed that ‘ I . . .both failures were caused by fatigue cracks that started in the outside surface at the toe of t h e longitudinal weld. . . .” The Safety Board is conceined that more fatigue cracks caused by the rail shipment of this pipe may still exist and possiblv propagate to failure later. Therefore, t h e National Transportation Safety Board recommends that the Research and Special Programs Administration: Expedite, in cooperation with the American Petroleum Institute and the American Gas Association, the jointly sponsored program to determine the extent of pipe failures in existing pipeline systems with a diameter-to-thickness ratio of 70 or greater due to fatigue cracks initiated during the rail shipment of the pipe. (Class II, Priority Action) (P-81-13) If it is determined that pipe failures in existing pipeline systems with a diameter-to-thickness ratio of 70 or greater due to fatigue cracks initiated during the rail shipment of the pipe are a continuing problem, develop operating and testing guidelines to assist pipeline operators in minimizing pipe failures. (Class II, Priority Action) (P-81-14) KING, Chairman, DRIVER, Vice Chairman, and GOLDMAN and BURSLEY, Members, concurred in these recommendations. McADAMS, Member, did not participate.","truncated":false,"body_characters":3982}