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2013 Moore tornado
2013 Moore tornado
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2013 Moore tornado
Clockwise from top: The tornado as it was approaching the city of Moore; preliminary NWS track of the tornado; aerial view of the damage to Moore; a cross honors one of the students killed at Plaza Towers Elementary School, which sustained EF5 damage; radar image of the Moore tornado with a debris ball and hook echo signature
Meteorological history
FormedMay 20, 2013, 2:56 p.m. CDT (UTC−05:00)
DissipatedMay 20, 2013, 3:35 p.m. CDT (UTC−05:00)
Duration39 minutes
EF5 tornado
on the Enhanced Fujita scale
Max width1,900 yards (1.1 mi; 1.7 km)
Path length13.85 miles (22.29 km)
Highest winds200–210 mph (320–340 km/h)
Overall effects
Fatalities24 (+2 indirect)
Injuries212
Damage$2 billion (2013 USD)[1]
Areas affectedMcClain and Cleveland counties in Oklahoma; particularly the city of Moore

Part of the Tornado outbreak of May 18–21, 2013 and Tornadoes of 2013

The 2013 Moore tornado was a large and extremely violent EF5 tornado that ravaged Moore, Oklahoma, and adjacent areas on the afternoon of May 20, 2013, with peak winds estimated at 200–210 miles per hour (320–340 km/h), killing 24 people (plus two indirect fatalities)[2] and injuring 212 others.[3] The tornado was part of a larger outbreak from a slow-moving weather system that had produced several other tornadoes across the Great Plains over the previous two days, including five that had struck portions of Central Oklahoma the day prior on May 19.

The tornado touched down just northwest of Newcastle at 2:56 p.m. CDT (19:56 UTC), and quickly became violent, persisting for 39 minutes on a 13.85-mile (22.3 km) path through a heavily populated section of Moore, causing catastrophic damage of EF4 to EF5 intensity, before dissipating at 3:35 p.m. CDT (20:35 UTC) outside of Moore. The tornado was over one mile (1.6 km) across at its peak width.[4]: 13  The 2013 Moore tornado followed a roughly similar track to the deadlier 1999 Bridge Creek–Moore tornado, which was rated F5; neither of the stricken schools in the area had acquired purpose-built storm shelters in the intervening years.[5]

The tornado caused catastrophic damage around the city of Moore, with 1,150 homes destroyed as a result. Damage estimates ranged up to $2 billion, making it the costliest tornado since the Joplin EF5 tornado in 2011. Taking a path through the heart of Moore, an estimated 13,500 people were directly affected by the tornado.[6] Large swaths of the city were completely destroyed and unofficial estimates placed the number of severely damaged or destroyed buildings at 1,500 with another 4,000 affected.[7] In contrast to the violent nature of the tornado, the death toll was relatively low. The tornado was ranked as the ninth-deadliest tornado in the state's history.[8] The lack of further fatalities was attributed to a 16-minute lead time on the Moore tornado given by the National Weather Service forecast office in Norman.[9] Following the tornado, President Barack Obama declared a major disaster in Moore, ordering federal aid to the city, allowing recovery efforts to begin. The city would later adapt stronger building codes in response to the tornado, stricter than what is usually required in the United States. This was the most recent tornado to be rated EF5 until the 2025 Enderlin tornado, with a record EF5 drought of 12 years and one month in between such tornadoes, it is also the most recent F5/EF5 tornado to occur in the state of Oklahoma.

Meteorological synopsis

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On May 20, 2013, a prominent central upper trough moved eastward toward the Central United States, with a lead upper low pivoting over the Dakotas and Upper Midwest region. A Southern stream shortwave trough and a moderately strong polar jet moved east northeastward over the southern Rockies to the southern Great Plains and Ozarks area, with severe thunderstorms forming during the peak time of heating. With the influence of moderately strong cyclonic flow aloft, the air mass was expected to become unstable across much of the southern Great Plains, Ozarks, and middle Mississippi Valley by the afternoon.[10]

An NWS preliminary comparison of the tracks of the 2013 Moore tornado (red), the 1999 Bridge Creek–Moore tornado (green), and the 2003 Moore–Choctaw tornado (blue)

Evidence of an unstable air mass included temperatures in the low to mid 80s °F (27–30 °C), dewpoints that ranged in the upper 60s °F (20 °C) to the lower 70s °F (20–22 °C), and CAPE values ranging from 3500 to 5000 J/kg. Deep-layer wind shear speeds of 40 to 50 knots (46 to 58 mph) enhanced storm structure and intensity.[11] These were present ahead of a cold front extending from a surface low in the eastern Dakotas, southwestward to near the Kansas City area and western Oklahoma, and ahead of a dry line extending from southwest Oklahoma southward into northwestern and west-central Texas. Outflow remnants from the previous night and the early day convection across the Ozarks and the middle Mississippi Valley were a factor in severe weather development with the most aggressive heating and destabilization on the western edge of this activity across the southern Great Plains and just ahead of a cold front.[10] The National Weather Service office in Norman, Oklahoma had warned as early as May 15 that there would be a possibility of severe weather on May 20.[12]

The most intense severe weather activity was expected to come across the southern Great Plains, specifically Central Oklahoma, during the afternoon on that Monday. As such, the Storm Prediction Center issued a moderate risk of severe thunderstorms during the early morning of May 20 from southeastern Missouri to north-central Texas. The degree of wind shear, moisture, and instability within the warm sector favored the development of supercells. Very large hail and tornadoes were both expected with these supercells, with the possibility of a few strong tornadoes.[10] The Storm Prediction Center issued a tornado watch at 1:10 p.m. Central Daylight Time (CDT) early that afternoon for the eastern two-thirds of Oklahoma, northwestern Arkansas, and portions of north-central Texas. Given the atmospheric parameters thought to be in place at the time, the Storm Prediction Center inadvertently underestimated the threat of tornadic activity that afternoon; the probability table for the tornado watch – the 191st severe weather watch issued by the guidance center in 2013 – indicated a 40% (or "moderate") probability of two or more tornadoes and a 20% (or "low") probability of one or more tornadoes reaching between EF2 and EF5 intensity within the watch area. The watch did, however, say that "one or two strong tornadoes" were possible.[13][14][15]

Development and track

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A map with several polygons and lines showing the tornado's strength at a given location
Official track and intensity map of the tornado released by the National Weather Service (zoomable map)
Key
  EF0 65–85 mph
  EF1 86–110 mph
  EF2 111–135 mph
  EF3 136–165 mph
  EF4 166–200 mph
  EF5 >200 mph

The thunderstorm that eventually produced the tornado developed less than one hour after the tornado watch was issued, around 2:00 p.m. CDT, across northern Grady County. Its rapid intensification resulted in the National Weather Service Weather Forecast Office in Norman issuing a severe thunderstorm warning for northern Grady, northwestern Cleveland, northern McClain, and southwestern Oklahoma Counties (including southwestern portions of the immediate Oklahoma City area) at 2:12 p.m. CDT.[16] The thunderstorm quickly attained supercell characteristics, with rotation at the mid-levels of the storm's cloud structure becoming apparent even before it was officially classified as severe, due to the sufficient amounts of wind shear present over central Oklahoma.

Due to the expected intensity of the storms, three of the Oklahoma City market's five television news outlets − NBC affiliate KFOR-TV (channel 4), ABC affiliate KOCO-TV (channel 5) and CBS affiliate KWTV (channel 9) − suspended normal programming and went into wall-to-wall weather coverage immediately after the tornado watch went into effect.[17] Fox affiliate KOKH-TV (channel 25) and Telemundo affiliate KTUZ-TV (channel 30) began their coverage as the first severe thunderstorms erupted southwest of the state capital and subsequently began relaying their audio feeds to radio stations throughout central Oklahoma. As the forecast suggested that the most significant severe weather would occur in the mid-afternoon, around the time classes concluded for the day, many worried parents began arriving at schools throughout Moore and south Oklahoma City to pick up their children in advance of the storms.[18][19]

At 2:40 p.m. CDT, as rotation in the supercell was increasing at the cloud base, a tornado warning was issued for far northeastern Grady, western Cleveland, northern McClain, and southern Oklahoma Counties, as the storm approached the Oklahoma City metropolitan area.[20] The rapid formation of the storm may have been associated with a descending reflectivity core and interplay of complex cell mergers.[21]

Formation and initial intensification

[edit]
Timelapse of the Moore tornado via radar images from its formation to dissipation. Note the large debris ball signature.

The tornado touched down at 2:56 p.m. CDT in northwestern McClain County, near Long Drive to the southwest of the North Country Club Road and SH-37 intersection, roughly 4.4 miles (7.1 km) northwest of downtown Newcastle. Initially a narrow rope-shaped tornado, it first caused EF1 damage to a home and some trees before crossing SH-37 and rapidly intensifying as it struck a semi-rural subdivision, where several homes were destroyed, two of which were leveled at EF4 intensity.[22] At this point, the tornado began to grow rapidly in size over the course of 2 minutes; the rope-like funnel started to swell into a large stovepipe, before maturing further into a barrel shape. A debris ball grew around the funnel itself as it finally evolved into a large, wedge-shaped structure. Slight ground scouring began in this area, and several homes in a subdivision further to the northeast sustained EF3 damage.[23][4] By 3:01 p.m. CDT, the National Weather Service issued a second, more strongly worded warning for the area: in a severe weather statement updating the existing tornado warning, the Norman forecast office declared a tornado emergency for southern Oklahoma City and Moore as various storm spotters confirmed that the large, violent tornado was approaching the area. The Twin Lakes dual-polarization NEXRAD radar (near Lake Stanley Draper) detected a tornado debris signature one mile in diameter within the accompanying hook echo, as the tornado crossed into portions of south Oklahoma City in northern Cleveland County.[24][25] The supercell also produced straight-line winds of 80 miles per hour (130 km/h) for at least one mile surrounding the tornadic circulation.[25]

South Oklahoma City

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Extreme vehicle damage and ground scouring at the Celestial Acres horse training area

The tornado maintained at least EF3 intensity as it crossed the Canadian River into Cleveland County and a decommissioned US 62/US 277 bridge was severely damaged; most of this bridge had to be demolished after the tornado ripped part of it from its mount and tossed it across I-44/US 62/SH-37.[26] The tornado then continued moving east-northeastward through the extreme southern portion of Oklahoma City towards Moore, roughly following Southwest 149th Street. At that point, it began to grow rapidly in width, and a second brief area of EF4 damage was noted near South May Avenue, where several homes were leveled, and one was swept clean from its foundation (this home was determined to have been nailed, rather than bolted to its foundation).[4] A vehicle frame, engine block, and various other vehicle parts were found tangled within a grove of completely debarked trees in this area.[22] As the tornado began to cross into south Oklahoma City, a traffic jam had occurred for a stretch of several miles along Santa Fe Avenue, as residents attempted to either escape from or pick up their children at schools located near the tornado's path. As the station's news helicopter was capturing live video of the tornado, then-KWTV chief meteorologist Gary England − upon seeing footage of the backup that was being relayed by pilot Jim Gardner − urged drivers caught in the jam that may have been listening to the station's audio simulcast on area radio outlets to use nearby streets to detour out of the tornado's expected track.[19] The tornado weakened briefly to EF3 strength before re-intensifying to EF4 intensity near Forman Drive, flattening several homes as it moved through mostly rural areas south of Southwest 149th Street. As the tornado struck an oil production site, four oil tanks were blown away, one of which was never found. The others were thrown considerable distances; one was found a mile away.[23][4]

The tornado maintained its intensity as it struck the Orr Family Farm and the Celestial Acres horse training area, where up to 100 horses were reported killed, some being tossed into and tangled in downed power lines or thrown on top of nearby buildings; several horses that survived the tornado suffered severe injuries, with some being impaled by tree limbs or boards.[27][28] Every building at Celestial Acres was either leveled or swept away at EF4 intensity, the ground on the property was scoured to bare soil, debris from structures was granulated, and vehicles were thrown and stripped down to their frames. Surveyors noted that based on the contextual damage, the tornado was likely at EF5 intensity in this area, though the construction quality of the affected buildings only permitted an EF4 rating.[23][4] A 10-ton propane tank on the Orr Farm property was picked up and thrown more than a half-mile through the air by the tornado, and a strip mall near the farm was completely leveled as well.[23][4][29] The tornado continued east, heavily scouring an open grassy field before impacting Briarwood Elementary School, which was completely destroyed. The NWS originally rated this damage EF5, but further evaluation and a 2014 study published by the American Meteorological Society revealed evidence of poor construction at the school, and the rating was downgraded to EF4. Overall, no fatalities occurred at the school.[23][30][3] Two 12,000-gallon water tanks that were also swept off of the Orr Family Farm grounds were thrown into this area; the roof of Briarwood Elementary was struck by one of them − potentially aiding in compromising the building's structural integrity as it bent the steel girders that held up the roof − shortly before the main vortex struck the building, while the other fell onto and destroyed a home a few blocks east of the school.[31] Past Briarwood Elementary, the tornado intensified even further and entered densely populated areas just west of Moore, including the Westmoor subdivision where many well-built, anchor-bolted brick homes were flattened at EF4 intensity, and two were swept clean from their foundations, with damage at those two homes rated EF5.[4][32]

Moore

[edit]
KML is from Wikidata
Meteorologist Tim Marshall surveys a neighborhood that was devastated

The tornado continued generally northeast at EF4 strength, completely debarking trees and leveling entire neighborhoods as it moved into the western city limits of Moore. Many homes were flattened in neighborhoods to the east of South Santa Fe Avenue.[33] The tornado was initially rated EF5 in this area as only the bare slab of an anchor-bolted home remained.[22] However, it was later downgraded to an EF4 as an inspection revealed the home's anchor bolts were missing their nuts and washers.[22] The tornado then destroyed Plaza Towers Elementary School at EF4 intensity where seven children were killed when a cinder block wall collapsed on top of them. More than a dozen homes in a subdivision just to the south of Plaza Towers Elementary were completely swept away, all revealed to have been nailed rather than bolted to their foundations. Damage to this subdivision was subsequently rated EF4, though the tornado was likely violent as lawns were completely scoured down to bare soil. Entire blocks of homes were flattened, trees were completely debarked and denuded, vehicles were thrown and mangled, and the ground was severely scoured in other residential areas nearby. The damage also earned an EF4 rating in these areas. Most of the fatalities from the tornado occurred in the Plaza Towers neighborhood of Moore.[23][4] In one of these houses (a block away from Plaza Towers Elementary), a woman was killed as she tried to seek shelter in a closet.[34]

The Moore Medical Center and many vehicles left in ruins after the tornado

Further to the northeast, at least a dozen cars were piled up against the front entrance of the Moore Medical Center, which sustained EF4 damage. One car was lofted and thrown onto the roof. Many homes in neighborhoods near the medical center were completely destroyed, including a row of four well-built brick homes with anchor bolts that were swept away, with damage to those four homes rated EF5. An open field directly behind this row of homes was deeply scoured, with only bare soil and clumps of dirt remaining. A nearby manhole cover was removed, and multiple vehicles were mangled beyond recognition and caked in mud in this area as well.[35] The nearby Warren Theater was spared a direct hit, but still sustained considerable damage to its exterior.[4][30] A bowling alley in the area was leveled,[30] and a 7-Eleven which was on the northern part of the damage path, was completely flattened with four people killed inside (including a three-month-old infant).[36] The nearby Moore Cemetery was heavily damaged as well.[37]

The tornado briefly weakened and caused EF3 damage to some other businesses near I-35/US 77, before crossing the interstate and mangling several vehicles in the process.[30] The tornado regained EF4 intensity on the other side of the Interstate as it tore through several neighborhoods and destroyed numerous additional homes (though the EF4 damage swath was narrower at this point).[30] A large grassy field between two subdivisions in this area was scoured to bare soil, with wind-rowed structural debris and several mangled vehicles strewn to the east.[22] One brick home on Hunters Glen Court sustained EF5 damage, with only the slab foundation and anchor bolts remaining. Very little structural debris or house contents was recovered from that residence, and the small number of debris that remained was wind-rowed well away from the site. Two vehicles were also lofted from the residence, one of which was thrown over 100 yards (91 m).[23][4]

A large, well-built home that sustained EF5 damage in eastern Moore

The tornado continued through Moore's eastern neighborhoods. Highland East Jr. High's main building was spared, but the separate gymnasium building was completely destroyed, and a set of lockers from the structure was lofted and thrown a considerable distance into a nearby neighborhood. The Moore Public Schools administration building, a converted former hospital located a few blocks to the east, was also struck and destroyed.[33][38] The tornado was noticeably narrower at this point, but was still causing a continuous swath of EF4 damage to numerous homes as it moved through multiple subdivisions. A well-built, anchor-bolted home at the corner of Heatherwood Drive and Southeast 5th Street was reduced to a bare slab, sustaining EF5 damage.[23][33] A large, well-bolted-down home at the end of a private drive off of Southeast 4th Street (SH-37) was also swept cleanly away at EF5 intensity. Debris was scattered well away from the site, a vehicle was thrown over 100 yards (91 m), and wind-rowing was again noted at that location.[4]

Weakening and dissipation

[edit]

Further east, the tornado weakened to EF3 strength as it exited Moore, destroying six industrial buildings and damaging two others. A final small area of EF4 damage was noted nearby as two homes and a concrete building were leveled.[4] The tornado then began to rapidly narrow and weaken, snapping and uprooting several trees and causing EF2 damage to a farm just east of Moore, where the house lost its roof and an outbuilding was destroyed. A pickup truck slid 200 feet (61 m) away from the farm into a field while remaining upright. At 3:35 p.m. CDT, the tornado dissipated at a nearby tree line about one-third mile (0.54 km) east of South Air Depot Boulevard.[23][4][39] The tornado traveled a total of 13.85 miles (22.3 km) over 39 minutes,[4]: 13  moving at an average rate of 21 miles per hour (34 km/h).[4]: 4  It reached a maximum width of 1,900 yards (1,737 m).[4]: 13 

The violent updrafts in the supercell that produced the tornado lofted debris from homes and other buildings in Moore at least 10 miles (16 km) outside of the tornado's outer circulation, with reports of various objects and personal possessions being found as far away as Midwest City.[23][4][39]

Impact

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Damages

[edit]
An aerial view of destroyed homes in Moore, taken by the Oklahoma National Guard

The Oklahoma Department of Emergency Management reported that 25 people were killed (with another death indirectly attributed to the tornado). The Oklahoma Medical Examiner recognizes 25 fatalities.[40] An estimated 1,150 homes were destroyed, resulting in an estimated $2 billion in damages.[1] The number of injured was 377.[41][42] Entire subdivisions were obliterated, and houses were flattened in a large swath of the city. The majority of a neighborhood just west of the Moore Medical Center was destroyed.[7] Witnesses said the tornado more closely resembled "a giant black wall of destruction" than a typical twister.[43]

Briarwood Elementary School

[edit]

Among the hardest hit areas were two public schools: Briarwood Elementary School and Plaza Towers Elementary School. A preliminary study of Briarwood Elementary School conducted in September 2013 by a group of structural engineers found some structural deficiencies that led to its collapse during the tornado. Chris Ramseyer, a structural engineer and an associate professor at the University of Oklahoma determined that the building's walls that were not reinforced with concrete, there had been a lack of connection between the masonry walls and support beams in several portions of the building, and anchor bolts were pulled from the ground by the tornado. Another engineer that was involved in the study stated that the deficiencies that Ramseyer pointed out were not uncommon building practices at the time, and that current building code standards would not ensure that Briarwood would have withstood winds in excess of 200 miles per hour (320 km/h).[44]

Plaza Towers Elementary School

[edit]
Over a dozen emergency workers comb through the rubble of Plaza Towers Elementary School

At Plaza Towers, the second school to be hit, parents had been allowed to collect their children early in preparation for the oncoming storm. Therefore, by the time the tornado struck only about 75 students and teachers were in the building. Many students and teachers took shelter in bathrooms and closets, but in a newer addition to the building which housed the school's second and third grade classrooms, seven fatalities occurred. Third grade teacher Jennifer Doan was taking shelter with eleven of her students in a hallway when the tornado struck. Doan and her students were trapped when the walls of the corridor collapsed on top of them. Doan, who was two months pregnant with her third child at the time, suffered severe injuries to her back, but did not lose the baby. She and five of her students were pulled out, with the children suffering only minor to moderate injuries. Another six of her students along with a student from another third-grade class died.[45][46]

Other regions

[edit]
Damage from the tornado still evident one month later

The Moore Medical Center was heavily damaged, but no one present in the building was injured by the tornado. The center's staff had to relocate 30 patients to a hospital in Norman and another hospital.[42] Part of I-35 was shut down due to debris that had been thrown onto the freeway.[47] On May 21, Moore still did not have running water.[48] There were more than 61,500 power outages related to the tornado.[49] More than 100 people were rescued from areas that sustained significant damage from the tornado.[50]

The Oklahoma Department of Insurance estimated that insurance claims for damage would likely be more than $1 billion.[51] Some meteorologists estimated that the energy released by the storm could have been eight to more than 600 times greater than the atomic bomb dropped on Hiroshima.[52]

Casualties

[edit]

In addition to erroneous reports concerning the status of Briarwood and Plaza Towers students, various reports regarding fatality and injury counts as well as persons unaccounted for were circulated by traditional and social media outlets in the immediate time after the tornado struck, which could not immediately be confirmed or refuted due to communications disruptions in the affected areas or were the result of incorrect counting due to miscommunication of estimates.[53][54] Within the first two days, it was reported that between 237[55] and 240 people had been injured, with the tally later increasing to over 350.[41][56] The final count of injuries was later adjusted downward to 212.[57]

On the morning of May 21, the medical examiner's office incorrectly stated that 91 bodies of tornado victims had been received.[58] This number was up from the earlier report of 51 bodies that were incorrectly stated as having been received. Upon the office's discovery that some victims were mistakenly counted twice due to communication errors made by Moore rescue response units that the bodies were admitted to area funeral homes (nearly all of the deceased were actually transported to the examiner's office in Oklahoma City), the actual number was revised downward and later confirmed at 24 tornado victims.[48] The number was later increased to 25, with one indirect victim. The first two deaths occurred in a house in the Westmoor subdivision east of Briarwood Elementary School; the next was a homeless person who was standing at the intersection of SW 144th St and Santa Fe Avenue; seven occurred following a wall collapse at Plaza Towers Elementary; nine occurred in the neighborhood immediately west of Plaza Towers Elementary between SW 10th Street and SW 14th Street, including one on SW 6th Street near Telephone Road; three occurred at a 7-Eleven Gas Station at the SW 4th Street and Telephone Road intersection, including a pregnant woman and a gas station employee; one occurred in the neighborhood alongside the east side of Interstate 35; and one occurred in a home that was destroyed between Eastern Avenue and Bryant Avenue.[3] The medical examiner's office increased the death toll to 25 after a 90-year-old woman who suffered a fractured skull during the tornado died on August 1.[59] On May 6, 2018, nearly five years after the tornado, a 14-year-old survivor who suffered posttraumatic stress disorder after losing seven of his friends at Plaza Towers Elementary School committed suicide.[2] The 2013 Moore tornado was the deadliest tornado recorded in the U.S. since the Joplin, Missouri tornado that killed 158 people in May 2011.[45]

Patients were taken to Integris Southwest Medical Center and The Children's Hospital at OU Medical Center in Oklahoma City.[42] Over 140 patients, including at least 70 children, were treated at hospitals.[60]

Aftermath

[edit]

Initial aid

[edit]
President Barack Obama talks on the phone to Oklahoma Governor Mary Fallin in the Oval Office

Oklahoma Governor Mary Fallin declared a state of emergency on May 20. She held her first post-tornado news conference at noon on May 21.[55] The Federal Emergency Management Agency deployed urban search and rescue teams to the tornado-hit areas, and provided incident command personnel to organize and support rescue efforts.[61] The Oklahoma National Guard was also deployed. Governor Mary Fallin requested assistance from then-President Barack Obama[62] who declared a major disaster in the state and ordered federal aid to the affected areas.[63] Governor Fallin quickly dismissed an idea to make a law that would require all schools in Oklahoma to have a shelter that would protect children during severe weather (prior to the tornado, only two of the twelve schools in the Moore Public Schools district had storm shelters, Kelley Elementary and Westmoore High School, which were rebuilt with concrete safe rooms after both were destroyed in the 1999 Bridge Creek–Moore tornado).[64][25]

Cleveland, Lincoln, McClain, Oklahoma, and Pottawatomie Counties received federal funding for hazard mitigation measure statewide.[65] Obama visited the disaster-stricken areas on May 26.[66]

Governor Mary Fallin stands with a family that survived the devastating Moore tornado

At noon on May 21, the U.S. Senate held a moment of silence for the victims.[67] Delegates from several countries and Pope Francis offered condolences,[68][69][70][71] and the United Nations offered assistance in the recovery efforts.[72] The Canadian Red Cross accepted donations of money and supplies for their American counterparts to assist with disaster relief and recovery.[73]

The United Methodist Committee on Relief,[74] Direct Relief,[75] Matt Kemp of the Los Angeles Dodgers, Kevin Durant of the Oklahoma City Thunder,[76] Continental Resources,[77] Devon Energy,[78] ONEOK,[79] Koch Industries,[80] Hobby Lobby,[81] and Carrie Underwood all pledged donations to the relief efforts.[82]

Moore Mayor Glenn Lewis stated that he would attempt to get an ordinance passed requiring storm shelters or safe rooms in new housing projects.[83]

Television changes and documentary specials

[edit]

The third season finale of the sitcom Mike & Molly, titled "Windy City", was pulled by CBS from its original May 20 airdate within hours of the event due to the episode featuring a plotline involving a tornado descending on Chicago; the network later rescheduled the episode to air ten days later on May 30, 2013.[84][85]

On May 29, 2013, NBC aired Healing in the Heartland: Relief Benefit Concert, a fundraising concert that was held at Chesapeake Energy Arena in downtown Oklahoma City. The benefit was hosted by country singer and Oklahoma native Blake Shelton and featured performances from Miranda Lambert, Vince Gill, Reba McEntire, Rascal Flatts, Usher, Darius Rucker and Luke Bryan. The concert raised more than $6 million for the United Way of Central Oklahoma.[86]

On June 2, 2013, Discovery Channel aired an hour-long documentary about the storm titled Mile-Wide Tornado: Oklahoma Disaster. The documentary provides a comprehensive look at the tornado's impact and drew comparisons of the storm to the 1999 Bridge Creek-Moore tornado.[87]

The Moore City Council proposed a measure making twelve changes to its residential building codes, include requiring that new home construction in the city include hurricane clips or framing anchors, continuous plywood bracing and wind-resistant garage doors in order for homes to withstand winds up to 135 miles per hour (217 km/h) (equivalent to a high-end EF2 tornado). When the measure was passed in a unanimous vote held on March 17, 2014, Moore became the first city in the United States to adopt a building code addressing the effects of tornadoes on homes, which exceed the national standards set by the National Association of Home Builders.[88][89]

See also

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References

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[edit]
Revisions and contributorsEdit on WikipediaRead on Wikipedia
from Grokipedia
The 2013 Moore tornado was an extremely violent EF5 tornado that struck central on May 20, 2013, originating near Newcastle and primarily ravaging the city of . It caused 24 fatalities and injured 212 people along its 14-mile path through McClain and counties. Rated EF5 on the , the tornado exhibited winds exceeding 200 miles per hour, achieving a maximum width of 1.3 miles and maintaining high-end intensity for much of its track. The event inflicted catastrophic damage, debarking trees, , and obliterating well-constructed homes and structures, with total economic losses estimated between $2 billion and $3.5 billion. Among the most notable impacts were the destruction of , where seven children died due to structural collapse, and widespread erasure of neighborhoods despite advance warnings issued by the . This tornado, occurring in a region previously hit by major twisters in 1999 and 2003, underscored vulnerabilities in building codes and public sheltering, as Moore lacked community-wide storm shelters at the time. Photogrammetric and radar analyses confirmed the tornado's exceptional power, with damage surveys revealing extreme indicators such as mangled vehicles and asphalt scouring consistent with the highest EF-scale ratings. The response involved massive search-and-rescue efforts and federal disaster declarations, yet the event highlighted ongoing challenges in mitigating casualties from supercell-spawned tornadoes in .

Meteorological Context

Synoptic Setup and Outbreak Overview

The 2013 Moore tornado formed amid a multi-day outbreak spanning May 18–20 across the central , where successive waves of thunderstorms produced numerous tornadoes, including multiple violent events in and . This episode was driven by a synoptic pattern featuring an ejecting shortwave trough from the , which enhanced upper-level divergence and mid-level height falls over the region, promoting widespread (CAPE) release. A stalled cold frontal boundary draped across central intersected with a sharpening dryline advancing eastward from western and , delineating moist Gulf air to the east from drier continental air to the west, and serving as primary boundaries for storm initiation. Atmospheric conditions featured extreme instability, with surface dew points in the mid-70s °F (°C) and steep lapse rates yielding CAPE values exceeding 4,000 J/kg in central Oklahoma, as indicated by midday rawinsonde observations from the Norman, Oklahoma, sounding site. Vertical wind shear was markedly favorable for supercell development, with 0–6 km bulk shear magnitudes of 45–55 knots and a veering wind profile that generated high storm-relative helicity (SRH) values, particularly in low levels, supporting persistent mesocyclone rotation and tornadogenesis potential. These parameters aligned with classic tornadic supercell environments, where low-level shear maximized inflow and updraft rotation. The (SPC) highlighted elevated severe risks in successive outlooks, culminating in a rare high-risk designation for that anticipated discrete supercells capable of long-tracked, intense tornadoes along the frontal-dryline intersection. High-resolution models, such as the High-Resolution Rapid Refresh (HRRR), corroborated this by forecasting storm timing and evolution near the I-44 corridor, with empirical data from and profilers confirming strengthening low-level winds and shear enhancement ahead of initiation.

Local Atmospheric Conditions

Surface observations across central Oklahoma on May 20, 2013, revealed dewpoint temperatures exceeding 70°F (21°C), fostering extreme instability with most-unstable (MUCAPE) values surpassing 4,000 J/kg, as measured by stations and a special afternoon sounding from Norman. These conditions were amplified by a stalled and an remnant from on May 19, which converged with the advancing dryline near the intersection east of Chickasha, generating localized low-level convergence zones that backed surface winds and intensified veering profiles aloft. The parent emerged around 18:30 UTC west-southwest of Newcastle, initially manifesting as a robust with radar signatures of large (up to 3 inches in ) and heavy rain shafts, indicative of strong mid-level prior to low-level . As it propagated eastward toward Moore at approximately 25-30 m/s on a vector of 240-250 degrees, dual-polarization highlighted hydrometeor diversity in the forward flank, including high reflectivity cores exceeding 60 dBZ, which preceded the development of a rear-flank downdraft (RFD) notch essential for . These mesoscale features maintained storm discreteness, avoiding interference from adjacent cells that had dissipated earlier in the afternoon. Quantitative analysis of the inflow environment indicated 0-1 km storm-relative helicity (SRH) values exceeding 300 m²/s², driven by boundary-parallel low-level shear and directional veering, with 0-3 km SRH reaching 150-200 m²/s² in observational and modeled assessments. Low-level vertical magnitudes approached 20 m/s in the 0-1 km layer near the boundaries, further priming the for cyclic mesocyclogenesis through enhanced streamwise . Such metrics, corroborated by proximal soundings and radar-retrieved winds, underscored the localized enhancements beyond the broader synoptic shear profile.

Tornado Genesis and Evolution

Formation and Rapid Intensification

The tornado touched down at approximately 2:56 p.m. CDT (1956 UTC) on May 20, 2013, producing initial EF0 damage in northern , as a narrow, rope-like vortex. data from the National Weather Service's Twin Lakes WSR-88D site detected a marginal tornado debris signature (TDS) at , with the vortex exhibiting highly convergent inflow patterns that supported early rotational development. Eyewitness accounts described the initial funnel as thin and rain-wrapped, consistent with low-level organization amid strong along the stalled frontal boundary. Rapid intensification ensued within minutes, transitioning to EF4 damage by about 4 minutes and 1.42 km into the path, driven by tightening of the low-level and enhanced vertical . Observations indicated strengthening rotational velocities, with rear-flank downdraft (RFD) outflow surges contributing to focused convergence and upscale growth toward EF5 intensity. While simulations suggested potential multiple subvortices during this phase, direct visual or mobile confirmation was absent, though debris patterns hinted at transient internal structure near early damage zones. The tornado's forward speed averaged 20-25 mph (9-11 m s⁻¹) in the initial stages, accelerating slightly during intensification and amplifying destructive potential through sustained transfer. This phase marked the transition from a relatively contained vortex to a widening, violent circulation, setting the stage for peak winds exceeding as validated by later mobile Doppler measurements.

Track Through Key Areas

The tornado touched down at approximately 2:45 p.m. CDT (19:45 UTC) on May 20, 2013, about 2 miles west-southwest of Newcastle, Oklahoma, in Cleveland County. It initially tracked east-northeastward across rural grasslands before entering the western outskirts of Newcastle, a southern suburb of Oklahoma City. From there, the path continued through sparsely developed areas south of the Interstate 35 corridor, maintaining a relatively narrow width of around 400 meters early on, before expanding as it approached Moore. Entering southern around 2:50 p.m. CDT, the tornado traversed well-developed residential neighborhoods in the city's core, passing over or near institutions such as and Briarwood Elementary School. Ground surveys documented path widths expanding to 800–1,400 meters through this segment, with the core circulation exhibiting multiple embedded subvortices contributing to irregular boundaries. The track then shifted slightly northward into eastern , affecting commercial zones along Eastern Avenue before progressing into southeastern Oklahoma City suburbs near Del City. No distinct satellite tornadoes were confirmed along the primary path, though radar data indicated transient mesocyclonic features. The lifted approximately 17 miles from the touchdown point, near the boundary of and Counties east-northeast of , around 3:24 p.m. CDT. ground surveys mapped the total path length at 14–17 miles, with maximum widths reaching 1.3–1.7 kilometers in the central segment, narrowing to about 500 meters east of before final dissipation. The flat terrain of the Southern exerted negligible influence on the track, enabling a near-linear progression unimpeded by changes or urban .

Dissipation and Peak Characteristics

The tornado achieved its peak intensity during its traversal of central , where damage surveys documented extreme structural failures indicative of winds exceeding 200 mph (320 km/h), the threshold for an EF5 rating on the . Specific damage indicators included well-constructed homes reduced to bare concrete slabs with scour marks, large trees debarked and denuded of branches, and asphalt scoured from roads, all consistent with the highest EF-scale thresholds. The maximum width reached approximately 1 mile (1.6 km), with inconsistent damage patterns along the path suggesting dynamic internal vortex motions, potentially including subvortices as inferred from mobile observations and photogrammetric analysis. Following peak intensity, the tornado maintained violent strength through eastern before weakening, eventually dissipating as a narrow vortex approximately 4.8 miles (7.7 km) east of near Lake Stanley Draper at around 3:35 p.m. CDT on May 20, 2013. The total ground duration was about 39 minutes, during which the cyclone covered a path of roughly 14 miles (23 km). Post-dissipation analysis from and visual records showed no reformation, marking the end of the event amid diminishing inflow from the parent .

Warnings, Monitoring, and Preparedness

National Weather Service Alerts

The (NWS) Weather Forecast Office (WFO) in , issued a for the region at 11:00 a.m. CDT on May 20, 2013, anticipating severe thunderstorms capable of producing strong tornadoes based on synoptic models and convective outlooks. This was followed by a at 2:12 p.m. CDT, citing radar-detected storm development near Bridge Creek moving northeast at 40 mph. A was then issued at 2:40 p.m. CDT for northwestern McClain County and western Oklahoma County, valid until 3:15 p.m., after indicated rotation near Newcastle capable of producing a tornado moving east at 20 mph. The tornado touched down at 2:56 p.m. CDT west of Newcastle, yielding a 16-minute lead time from the tornado warning to initial touchdown; residents in , farther along the projected path, received up to 35 minutes of advance notice. At 2:59 p.m. CDT, confirmed a large, violent near Newcastle, prompting escalation to a at 3:01 p.m. CDT—the NWS's highest alert level—emphasizing imminent catastrophic damage to and south . Dual-polarization radar upgrades enabled detection of lofted debris signatures thousands of feet aloft, validating the tornado's intensity and path in real time. Supplementary data from mobile radars, such as RaXPol, and storm spotter reports from chasers augmented WSR-88D observations, providing granular low-level wind profiles without introducing false alarms in this warning sequence. During the broader May 19–31 outbreak, WFO Norman's warnings achieved a probability of detection of 0.87 and an average of nearly 21 minutes, surpassing national benchmarks and contributing to of life-saving efficacy through timely -validated alerts. The absence of s for the Moore event's primary warnings—contrasting the period's overall false alarm rate of 0.54—stemmed from precise tracking and verification, underscoring technological advancements in scanning and integration of spotter inputs.

Public Response and Evacuation Efforts

Residents of , an area with prior tornado experience, demonstrated high compliance with tornado warnings on May 20, 2013, primarily through sheltering in place rather than evacuation, as sirens and media broadcasts prompted immediate action in urban zones. The noted that the public received adequate lead time, with many utilizing interior rooms, basements, or private shelters, contributing to a relatively low fatality count of 24 despite the EF5 winds traversing densely populated suburbs. Survivor accounts and post-event surveys indicated widespread awareness, bolstered by local television coverage and mobile alerts, though some residents faced delays in reaching shelters due to family coordination or pet concerns. Private shelter usage proved empirically effective, with inspections of 61 documented units—predominantly underground (e.g., in-garage and clam-shell designs) and a smaller number of above-ground safe rooms—revealing no occupant fatalities or serious injuries. These structures withstood winds up to EF4 intensity in some cases, though minor issues like door failures from neglect or flooding in below-ground units occurred without compromising overall protection. In homes lacking dedicated s, occupants who sought interior bathrooms or closets fared better than those exposed, underscoring the causal link between fortified sheltering and survival amid debris projectiles and structural collapse. Institutional responses at affected schools highlighted vulnerabilities without engineered safe rooms; at Plaza Towers Elementary, staff directed approximately 75 students and teachers to interior hallways and bathrooms, yet the building's collapse under extreme winds resulted in seven child fatalities. Similarly, Briarwood Elementary sheltered students in classrooms and hallways initially, with a teacher's mid-event relocation to bathrooms preventing deaths as the original areas were destroyed. These outcomes reflected standard protocols for in-place sheltering absent below-ground options, but exposed limitations of unretrofitted structures against EF5 forces, contrasting with zero shelter-related deaths in private residences. Few accounts documented attempts at vehicular evacuation during the tornado's passage, with most fatalities occurring in homes (nine cases) or the , suggesting limited incidence of such risky behavior amid the short warning window. Overall, empirical survival rates tied closely to proactive sheltering decisions, with proper enclosures yielding near-total protection despite the event's intensity.

Damage Assessment

Structural Failures and EF5 Validation

The National Weather Service's damage survey evaluated 4,253 structures and objects along the tornado's path, documenting 4,222 enhanced Fujita (EF) scale damage indicators (DIs), with EF5 ratings assigned to nine DIs based on the complete leveling of well-constructed frame homes to their foundations, including removal of slabs and evidence of ground scouring. These criteria were met in multiple locations, such as seven residences exhibiting swept foundations with bent anchor bolts and removed base plates, confirming winds exceeding 200 mph (90 m/s) as required for EF5 classification under the EF scale's DI profiles for one- or two-family residences (FR12). Foundation scour was observed consistently in EF5-rated zones, particularly from southwest of urban eastward, where concrete slabs were eroded and displaced, distinguishing the damage from EF4 levels that typically leave partial slabs intact without such . Airborne debris analysis further validated the rating, with vehicles lofted over 100 meters and propane tanks carried up to 900 meters, trajectories consistent with sustained winds surpassing EF4 thresholds (166–200 mph) and aligning with EF5 estimates above 200 mph. Forensic engineering reviews emphasized that while suboptimal construction practices, such as inadequate anchorage in some residential and institutional structures, exacerbated failures by disrupting load paths, the EF5 determination prioritized evidence from adequately anchored buildings where failures indicated pure aerodynamic overload rather than construction deficiencies. In cases like the four EF5-rated homes adjacent to Moore Medical Center, bent anchor bolts post-foundation removal provided quantifiable indicators of forces beyond EF4 capabilities, as partial anchorage would yield at lower speeds without such deformation. This evidence-based approach, grounded in physical remnants and excluding poorly built DIs, ensured the rating reflected the tornado's peak intensity rather than variable building quality.

Residential and Commercial Losses

The 2013 Moore tornado destroyed 1,128 structures, predominantly residential homes, with residential buildings bearing the majority of the structural failures observed in post-event surveys. Property damage in Cleveland County was estimated at $2 billion, aligning with overall estimates for the event. Many of these homes were reduced to bare foundation slabs, a consequence of inadequate anchoring systems that failed to secure walls and roofs against winds exceeding 200 mph, as documented in engineering assessments of the debris patterns. In contrast, residences incorporating fortified safe rooms or enhanced tie-downs, such as those meeting ICC-500 standards, remained intact amid surrounding devastation, highlighting the efficacy of targeted reinforcements. Commercial losses included over 200 businesses affected, with approximately 90 experiencing direct damage, encompassing leveled retail strips and warehouses where unbraced metal framing and large-span roofs collapsed under extreme uplift forces. Damage indicators such as debarked trees and scoured ground interspersed with commercial ruins underscored the 's intensity, with surveys noting failures in non-engineered low-rise buildings common to the area. Oklahoma's pre-2013 building codes lacked mandatory statewide provisions for high-wind resistance in residential and light commercial construction, contributing to the scale of failures; local ordinances in Moore emphasized only basic wind loads insufficient for EF5 events, as evidenced by the predominance of EF1-EF3 rated damage despite higher wind speeds. Post-tornado analyses estimated that enhanced codes could mitigate up to 30% of such residential damage through better anchorage and sheathing, a exposed by the event's empirical outcomes.

Infrastructure Disruptions

The EF5 tornado's extreme winds exceeding 200 mph downed four major transmission lines supplying power to the area, destroyed multiple transmission towers, substations, and transformers, and caused widespread outages affecting approximately 38,000 customers of (OG&E) in Moore. These disruptions stemmed directly from the tornado's violent shear and cyclonic forces snapping high-voltage along its 14-mile path through densely developed suburbs. Debris from obliterated structures—scattered lumber, vehicles, and building materials—blocked numerous roadways throughout Moore, impeding access and complicating initial response efforts on May 20, 2013. Heavy post-event traffic exacerbated these blockages, as residents and volunteers converged on affected zones, further delaying utility crews and first responders. Accompanying rainfall, combined with severed water lines from structural failures, produced localized flooding that compounded access challenges in low-lying areas and around damaged properties, though no widespread utility service interruptions to potable water or sewage systems were reported beyond isolated shelter inundations. OG&E coordinated mutual aid from regional utilities to prioritize grid repairs, achieving full restoration of power to all customers with intact service connections by May 26, 2013—six days after the event—despite the scale of transmission damage. Road clearances relied on coordinated debris removal by local authorities and National Guard units, enabling normalized access within the initial week.

Human Toll

Fatalities and Injuries

The 2013 Moore tornado caused 24 fatalities, including 10 children, and injured 212 individuals. According to the NCDC Storm Data report, the fatalities included 7 children at Plaza Towers Elementary School due to structural collapse, 11 in neighborhood homes (such as those east of Briarwood Elementary, approaching Santa Fe Avenue, and near Plaza Towers), 3 at a convenience store along Telephone Road, and 1 at a business east of Interstate 35. Fatalities occurred primarily in structures exposed to the tornado's core path, such as homes in the Westmoor neighborhood, a near Southwest 4th Street and Telephone Road, and additional residences and an industrial building east of Interstate 35. No deaths were reported among occupants of purpose-built storm shelters, underscoring their protective role amid widespread low shelter penetration, with only approximately 2.5% of homes in the affected equipped with such features prior to the event. Injuries stemmed mainly from impacts with flying and failures of structural elements under extreme winds, manifesting as lacerations, bone fractures, and severe head and chest traumas indicative of high-velocity forces exceeding 200 miles per hour.

Impacts on Vulnerable Sites: Schools

The EF5 tornado directly struck Plaza Towers Elementary School on May 20, 2013, causing the collapse of non-reinforced cinder block walls that killed seven third-grade students sheltering in an interior hallway. Forensic engineering analyses identified structural deficiencies, including inadequate reinforcement of masonry walls and failure to secure steel beams to load-bearing elements, which contributed to the progressive collapse under wind loads exceeding 200 mph. These failures violated local building codes requiring proper anchorage and ties in high-wind zones, as debris examination revealed disconnected connections and substandard construction practices rather than solely the tornado's intensity. Briarwood Elementary School, also obliterated at EF5 intensity, experienced near-total destruction of its structure, yet suffered no fatalities due to timely evacuation and sheltering of students in reinforced interior bathrooms that partially withstood the winds. An iconic photograph captured by Paul Hellstern of The Oklahoman depicted Steve Cobb carrying his nine-year-old daughter Jordan away from the wreckage, with his injured wife LaDonna, a teacher at the school, covered in blood and holding the hand of a second child beside them, illustrating the human impact on staff and students despite the absence of fatalities. Investigations similarly uncovered code violations, such as unsecured roof beams that detached from walls, allowing the roof to fail and exacerbate wall collapses, underscoring vulnerabilities in pre-2013 school designs built without dedicated tornado safe rooms. Neither school possessed FEMA-compliant safe rooms prior to the event, a widespread omission in Oklahoma's Moore Public Schools district where only two of 31 facilities had such protections, leaving students reliant on unfortified interiors during the 3:16 p.m. impact. Post-tornado reconstructions incorporated underground or above-ground safe rooms capable of withstanding EF5 winds, demonstrating that engineered fortifications could mitigate similar risks, as evidenced by the survival contrast at Briarwood where ad-hoc sheltering preserved lives absent formal safe havens.

Economic Consequences

Direct Property Damage Estimates

Direct property damage from the May 20, 2013, Moore tornado totaled approximately $2 billion, as assessed by insurance industry evaluations and government surveys focusing on structural losses in residential and commercial sectors. These figures derived from empirical methods including aerial imagery, on-site inspections, and catastrophe modeling by firms such as RMS and AIR Worldwide, which accounted for wind speeds exceeding 200 mph causing near-total obliteration of frame homes. Residential structures bore the brunt, with over 1,000 homes fully destroyed and more than 12,000 damaged overall, representing the core of the valuation through replacement cost analyses adjusted for local construction standards. Commercial losses, including and the Moore Medical Center, contributed a smaller share, evaluated via business interruption claims and replacement estimates. Insured losses reached about $1.8 billion, primarily covering policyholders in the affected zones, while uninsured portions underscored vulnerabilities in tornado-prone areas where coverage gaps persisted despite repeated prior events. removal and initial site clearance added to , quantified through municipal and federal data under declarations.

Broader Financial and Insurance Ramifications

The 2013 Moore tornado inflicted direct damage on 90 businesses and affected over 200 others, prompting temporary closures that contributed to short-term spikes in local as workers faced payroll disruptions. Recovery for these enterprises relied heavily on U.S. (SBA) disaster loans, which offered low-interest financing up to $2 million for real estate repairs, equipment replacement, and economic injury compensation. By mid-2013, initiatives like the Back to Business program connected damaged firms to these resources, aiding resumption of operations amid broader economic strain estimated in the billions. Insurance payouts for the surpassed $1 billion by August 2013, with total insured losses from the event reaching approximately $1.8 billion, exacerbating pressures on carriers in a high-risk . In response, 19 insurers filed rate increase requests with the Department shortly after May 20, leading to elevated homeowners' premiums that reflected accumulated claims from severe convective storms, including a 12.6% annualized rise in payouts from 1996 to 2013. FEMA's major disaster declaration enabled over $11 billion in available federal relief funds, supplementing insurance for uninsured losses and fostering dependencies on public assistance for rebuilding. However, economists have critiqued such subsidies for distorting private risk pricing and incentivizing habitation in tornado-prone zones without adequate mitigation, as government-backed programs like those from FEMA and the (NFIP) often underprice hazards relative to actuarial costs. Empirical post-event studies underscored the financial rationale for fortified , projecting that enhanced building codes could avert 30% of statewide residential damages, yielding a 3.2:1 over 50 years through reduced claims—translating to billions in avoided losses versus upfront strengthening expenses of about $1 per . For lower-intensity events, these measures achieved 60%-85% damage reductions, highlighting potential savings that offset premiums distorted by unmitigated vulnerabilities.

Response and Recovery

Immediate Emergency Operations

Local fire and emergency medical services in Moore activated immediately after the tornado dissipated around 7:56 PM CDT on May 20, 2013, establishing a command post at the main fire station to coordinate initial response efforts. Fire Chief Gary Bird had preemptively evacuated station personnel and equipment prior to the storm's impact, preserving critical resources for post-event operations. Over 100 personnel from local, state, and mutual aid agencies converged at the site, focusing on rapid assessment and triage amid widespread debris and structural collapse. Search-and-rescue operations commenced concurrently, employing teams from nearby jurisdictions including Edmond, Lawton, and Weatherford, alongside military working dogs for detecting survivors and remains under rubble. Approximately 101 individuals trapped alive were extracted from debris in the initial hours, with efforts targeting high-risk areas such as damaged schools and the Moore Medical Center. The facility, struck directly, sustained severe damage but successfully transferred its 13 inpatients to nearby Norman hospitals before full evacuation, contributing to the overall treatment of 387 injuries across regional facilities. The Department of Emergency Management orchestrated state-level coordination, integrating nearly 250 National Guard members for security and victim location support while prioritizing local assets to minimize delays. Unified command protocols under the Team facilitated resource allocation and intelligence sharing, enabling comprehensive coverage of affected zones. By May 21 afternoon, approximately 24 hours post-event, Fire Chief Gary Bird declared search operations 98% complete, indicating that the majority of viable survivor extractions had occurred within this window with no further live recoveries anticipated.

Long-Term Rebuilding Initiatives

Reconstruction in emphasized enhanced wind resistance and community-driven resilience measures. In March 2014, the city council adopted the nation's first tornado-specific residential building codes, mandating designs capable of withstanding winds up to 135 miles per hour—sufficient for EF2 survival without structural collapse. These amendments, applied to new and substantially rebuilt homes, incorporated requirements such as reinforced garage doors rated for high winds, increasing construction costs by about $1 per while prioritizing long-term safety over pre-2013 standards limited to 90 mph. Over 1,100 homes were rebuilt or newly constructed in the aftermath, with many incorporating voluntary safe rooms or storm shelters to mitigate future risks. provided grants enabling homeowners to install such shelters in rebuilt residences across affected areas, complementing a statewide surge in shelter permits that peaked in 2013. Private donations and faith-based organizations accelerated recovery phases, often surpassing government programs in deployment speed through grassroots mobilization. Groups like Southern Baptist disaster relief units, acting as an informal "faith-based FEMA," delivered targeted rebuilding support—such as debris clearance and home repairs—within days, leveraging denominational networks for efficient volunteer coordination. In comparison, federal assistance via FEMA totaled over $13 million in individual grants and $52 million from HUD for housing recovery, but followed bureaucratic timelines extending months. Private contributions exceeded $20 million within weeks, including Red Cross pledges topping $15 million for sustained efforts. Moore experienced minimal population exodus, retaining residents through strong local attachments and insurance settlements exceeding $1 billion that enabled personal rebuilding. The city's grew from an estimated 58,414 in to higher levels by 2016, reflecting sustained appeal despite recurrent tornado threats.

Analysis and Policy Implications

Scientific Forensic Studies

Mobile Doppler radar deployments, including the University of Oklahoma's RaXPol and the Center for Severe Weather Research's , captured near-surface wind speeds exceeding 250 mph during the tornado's passage through , enabling reconstructions of the intense, highly convergent wind field that extended beyond the visible condensation . These measurements, integrated with WSR-88D data detecting a prominent tornado debris , provided direct evidence of supercell-mesocyclone dynamics supporting the EF5 intensity, with radial velocities indicating cyclonic flow dominance within the funnel core. A comprehensive damage survey documented 4,253 affected objects across the 23-km path, encompassing 4,222 EF-scale damage indicators derived from ground inspections, high-resolution aerial imagery, and the NWS Damage Assessment Toolkit; this analysis identified nine well-constructed single-family residences completely swept clean from anchored foundations, validating EF5 winds over 200 mph in compliance with local building codes requiring anchor bolts and base plates. Adjustments to initial ratings, such as downgrading Briarwood Elementary from EF5 to EF4 due to substandard construction like unreinforced , underscored the survey's forensic rigor in distinguishing wind effects from structural deficiencies, thereby countering assertions of systematic under-rating by emphasizing empirical criteria for "well-built" indicators. Forensic integrations of , , and swaths suggested a predominantly single-vortex circulation with potential subvortices near areas like Highland East Junior High, inferred from irregular damage patterns rather than direct mobile confirmation, highlighting limitations in resolving sub-100-m scale features amid the 1.74-km maximum width. Aerodynamic modeling of trajectories revealed wind-borne missiles, such as vehicles and structural fragments, generating impact forces that shattered glazing and amplified internal pressures, with back-calculated thresholds (e.g., 115-149 mph for select objects using drag coefficients) explaining spatially variable obliteration despite overarching EF5 conditions; such inconsistencies in survival—evident in proximate homes where poor maintenance or design flaws like single-point locks exacerbated —arose from localized wind gusts and projectile densities rather than uniform exposure.

Lessons on Construction Standards

The 2013 Moore tornado exposed critical vulnerabilities in pre-event residential , particularly slab-on-grade homes lacking robust anchoring systems to counteract uplift and shear forces from extreme winds. Many structures were completely debarked, with roofs, walls, and contents swept away, leaving only the due to inadequate continuous load paths from roof to foundation, such as missing or insufficient hurricane clips, straps, and anchor bolts. Weak garage doors, often failing first under debris impact and pressure differentials, initiated progressive structural collapse by allowing wind entry and roof lift-off. These failures stemmed directly from non-compliance or minimal adherence to existing codes rather than inherent impossibility of resistance, as evidenced by forensic surveys attributing damage escalation to deficits over alone. In direct response, enacted the nation's first tornado-specific residential amendments in 2014, mandating wind-resistant features designed for 135 mph (equivalent to EF2/EF3 conditions), including slabs with embedded anchors, sheathing, narrowed roof truss spacing, and garage doors rated to resist 135 mph pressures without breaching. These targeted upgrades prioritized cost-effective continuity in load transfer without imposing full EF5 hardening, which empirical data showed would yield diminishing returns given rare event probabilities. Economic evaluations confirm the viability of these standards, with benefit-cost ratios exceeding 3:1 statewide when applied to Moore's , potentially averting 30% of through reduced and failures in severe but sub-EF5 events. Surviving elements, such as engineered safe rooms and homes with pre-existing retrofits like anchored trusses, retained integrity amid EF5 winds, validating that precise enhancements preserve life and property far more reliably than unsubstantiated relocation strategies.

Debates on Tornado Mitigation

Improved tornado warning technologies, including Doppler radar and multi-channel alert dissemination, demonstrated substantial effectiveness during the 2013 Moore event, with average lead times reaching 13 minutes—up from four minutes historically—enabling thousands of residents to seek shelter and averting higher casualties in a path that destroyed over 13,000 homes. National Weather Service assessments attribute this to refined forecasting models and public education campaigns, which empirical analyses link to over 40% reductions in tornado-related injuries at extended lead times, underscoring warnings as a low-cost, high-impact mitigation tool without structural mandates. Post-2013 debates intensified over structural prevention, pitting advocates for mandatory building codes—requiring or wind-resistant designs in high-risk zones—against those favoring voluntary, market-driven options like individual purchases. Pro-code arguments, drawn from benefit-cost studies, posit that code enhancements could mitigate up to 30% of residential damage by preserving structural integrity in EF3+ winds, promoting broader societal safety via enforced standards in new construction and retrofits, especially for vulnerable sites. Opponents counter that such mandates impose upfront costs of $2,000–$10,000 per , disproportionately straining low-income households in communities like Moore, where pre-event surveys showed only 10% home coverage due to financial barriers and cultural preferences for personal over regulatory burdens. Oklahoma's response reflected this tension: while Moore locally adopted EF2-resistant residential codes in 2014—the first such municipality—statewide policy eschewed universal mandates, prioritizing incentives like FEMA grants for optional above-ground safe rooms over top-down enforcement, which critics argue fosters dependency on rare public shelters rather than household-level . This voluntary framework aligns with Tornado Alley's empirical resilience, where repeated exposures since the 1970s have cultivated adaptive behaviors—such as heeding warnings and interior sheltering—yielding fatality rates under 1% per affected resident in events like Moore, without necessitating blanket codes that could inflate housing prices and deter development. Such data challenges narratives over-relying on engineered universals, emphasizing causal factors like local experience in driving survival over subsidized government infrastructure.

References

  1. https://en.wikisource.org/wiki/NCDC_Storm_Data_for_the_2013_Moore_tornado
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