The article speaks to the 2018 Engineering report.
'Deep fire' slowing rescue effort at collapsed Florida condo
THIS IS A BREAKING NEWS UPDATE. AP’s earlier story follows below.
SURFSIDE, Fla. (AP) —
The oceanfront condominium building that collapsed near Miami had “major structural damage” to a concrete slab below its pool deck that needed to be extensively repaired, according to a 2018 engineering report on the building.
The report was among a series of documents released by the city of Surfside as rescuers continued to dig Saturday through the rubble of the building in an effort to find any of the 159 people who remain unaccounted for after its collapse...
...While the engineering report from the firm of Morabito Consultants did not warn of imminent danger from the damage — and it is unclear if any of the damage observed was responsible for the collapse — it did note the need for extensive and costly repairs to fix the systemic issues with the building.
It said the
waterproofing under the pool deck had failed and had been improperly laid flat instead of sloped, preventing water from draining off.
“The
failed waterproofing is causing major structural damage to the concrete structural slab below these areas. Failure to replaced the waterproofing in the near future will cause the extent of the concrete deterioration to expand exponentially,” the report said.
The firm recommended that the damaged slabs be replaced in what would be a major repair...
...The report also uncovered “abundant cracking and spalling” of concrete columns, beams and walls in the parking garage. Some of the damage was minor, while other columns had exposed and deteriorating rebar. It also noted that many of the building’s previous attempts to fix the columns and other damage with epoxy were marred by poor workmanship and were failing.
Beneath the pool deck “where the slab had been epoxy-injected, new cracks were radiating from the originally repaired cracks,” the report said.
Abi Aghayere, a Drexel University engineering researcher, said the extent of the damage shown in the engineering report was notable.
In addition to possible problems under the pool, he said several areas above the entrance drive showing signs of deterioration were worrisome and should have been repaired immediately because access issues prevented a closer inspection....
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NOTE: This article was updated during the time I read it. Basic info is still there, wording may have changed a bit. I assume it will continue to update... changing wording from time to time.
Parking garage area must have been underneath the entire structure, or a major portion. Does anyone know with certainty?