On the left is a completely destroyed column supporting a building. As a result of this impact, the building had to be shored up, and a new column constructed to replace it.
Sohel, K.M.A, Al-Jabri, K & Al Abri, A.H.S, 2020. Behavior and design of reinforced concrete building columns subjected to low-velocity car impact. Structures (Oxford), 26, pp.601–616.
"The columns that are located in car parking garages or adjacent to roadways are highly vulnerable to out-of-plane loads imposed by the moving vehicles. The column that is subjected to impact force imposed by a vehicle traveling at high speed may be damaged severely and lose its design strength, which can lead to failure of the column"
"Consequently, this can cause the column to fail in taking the applied loads on it. Therefore, the loads have then shifted to the adjacent columns, where those columns may not be designed to support such additional loads. In the worst case, the failure of the column can lead to a progressive collapse of the affected building."
Can't even make this stuff up.
"At an impact velocity of 40 km/h, Column C300 suffered moderate damage at the crash point as well as at the base of the column (Fig. 9a). However, at an impact velocity of 50 km/h, the column C300 failed by shear near the base of the column (Fig. 9b)."
"Column C400 failed in shear at a car impact velocity of 80 km/h,"
C300 300 × 300 2.6% 3101.8 27.26 4
C400 400 × 400 2.6% 5558.2 25.99 8
C500 500 × 500 2.6% 8685.8 26.54 12
C600 600 × 600 2.6% 12506.0 27.58 16
How thick was M11.1?
It is possible, you can't rule it out. If the connecting rebar at the top and bottom of the column M11.1 was weak as the rest of the pool deck, well, why not? It's hardly a worse possibility then the roof anchors nonsense that has legitimately no eyewitness statements. If there was a column impact anywhere in the garage, then M11.1 seems like the most likely target.