Was
there a conscious and deliberate decision taken, in 2014, to cover up an
incident involving the collapse of a cinder block wall at Roncalli School?
Who
knew of the incident? And who took the decision to bury the issue?
These
questions are just a beginning.
Who
would argue safety at a school is an imperative?
It
seems not everyone.
The provincial
government chose to permit Roncalli School, located in the Airport Heights area
of St. John’s, to continue to function even as it underwent reconstruction on a
piecemeal basis.
Roncalli became
a school and a construction zone at the same time. That decision held inherent
risks, and not just with respect to the additional cost of carrying on a major construction project on an occupied premises.
The risk of
combining two incompatible activities demanded the highest possible safety
standard for the 410 students enrolled K to Grade 6, distributed throughout 21
classrooms; the statistics provided on the School’s web site.
Background
Premier Kathy
Dunderdale and then Education Minister Clyde Jackman announced the $20.7 million project for Roncalli Elementary School, in 2012. Jackman was quoted in the
Government’s Press
Statement stating the “…project will see the construction of a large extension
as well as the redevelopment of the existing school.
cinder block wall prior to collapse |
“(It) will
include a new food service area, a gymnasium, and 20 new classrooms, while the
redevelopment will reconfigure space to include four new classrooms, a
multi-purpose/lunch room and a resource centre.”
The Statement
continued: “The work will be carried out in two phases, with the extension
expected to be complete by September, 2014, and the redeveloped section by
September, 2015.”
Fast Forward to September 2014
As the school
opening date became imminent, in September 2014, the English Language School
District told parents, in a Letter, that the board will not open the school
until Monday, Sept. 8; a week later than other schools. The CBC, reporting on the delay, said “Part of the
school remains a construction zone, and fences
will be erected to prevent children from gaining access.”
Parents might
have been left with the impression not just readiness but safety was a matter
of paramount concern to the school board.
But an incident occurred
two weeks after the school opened, on Sunday, September 21st 2014, that
tested any such preoccupation. The incident brings into question those who had knowledge
of the incident - their judgement possibly as deficient as the cinder block wall
that disintegrated on that windy afternoon.
The concrete
block wall was two storeys high and measured 25 feet by 50
feet.
The
Contractor’s Report, found by this Blogger, stated an employee “entered the
site at 5:42 pm, Sunday September 21, 2014 and noticed that the wall had
collapsed”. Winds, “at that time”, were estimated at between 40-60 km.
The Contractor's Report is important for two reasons. First, it proves there was plenty of time to warn of the need to close the school and to advise the parents and the public of what had occurred.
The Contractor's Report is important for two reasons. First, it proves there was plenty of time to warn of the need to close the school and to advise the parents and the public of what had occurred.
collapsed wall: "workers didn't take time to dowel in rebar or ensure plates that were attached..." |
But the wind was just a trigger, not the cause.
The Contractor’s Report noted “insufficient support on top, bottom
and sides”.
As to the reasons the conditions existed, the Report states:
“workers didn’t take time to dowel in rebar or ensure that plates were attached
to wall”.
It did not say anything about supervision or inspections but then that was not its purpose.
It did not say anything about supervision or inspections but then that was not its purpose.
The Report also notes a second
cinder block wall was partially completed but had not collapsed.
When the school buses began to arrive 14 hours after the
contractor’s man reported the incident, government Inspectors had not written
the contractor a “stop work” order.
In fact, no “stop work” order was ever issued.
No structural engineer had even begun to inspect the collapsed
works by the time the school opened on Monday morning.
Students were permitted on the site and within the premises;
instruction was permitted to continue in the absence of a Report, from either a
qualified or an independent entity, detailing why the wall had collapsed or if
the building was safe for entry. Government was in possession only of a report
prepared by the contractor.
They were not in possession, either, of analysis or investigation
as to whether other newly constructed concrete block walls on the premises were
built sub-standard and at risk of collapse, too.
In contrast, when a a three pound clamp fell from the GFS Grand Banks offshore
drill rig Husky suspended operations pending an investigation.
Material dropped from a crane at Muskrat Falls is described as a “serious safety
incident”; the whole site is shut down.
Both incidents lead the news at every outlet.
No sign of 15M dowels tying wall to foundation |
At Roncalli, the children were none the wiser the school had
experienced a significant incident with major safety implications.
The parents weren’t notified that the incident had occurred.
There was no public announcement, then or since.
It wasn’t on the public media; social media or otherwise.
The incident was hushed up.
Isn’t secrecy a corrosion that that facilitates only more secrecy?
Isn’t exposure the only protection afforded a public kept in the
dark?
Records obtained by this Blogger, under Access to Information
legislation, include emails and a Report by a structural engineer who investigated after the school children were in their
seats for most of the day.
One email, dated 11:11 am. Monday September 22, 2014, (a second email was obtained and is attached to this Link) from the
contractor to public servants and contractor personnel and to consultants, confirms
remediation work on the second wall had not even begun by that time. QUOTE:
“Baraco will be
temporary supporting the block wall from the inside on Level 2 with wood
bracing. This will assist with any amount of force being applied from the outside.
We will also be installing wind barriers to assist any force being applied from
the inside. Currently, the bent plate is not installed at level 2 or the roof
line…..”
A DBA Consulting Engineers Ltd. Report to Department of Transportation and Works, dated October 20, 2014, states that a site visit by the structural engineer did
not occur until the “afternoon of September 22, 2014”.
Equally disturbing are other aspects of the Report which confirm the
observations of the Contractor’s Report.
But the Structural Engineer adds:
“At the time of the collapse the
wall stood approximately two storeys high without any lateral support. It is
also noted that another portion of block wall, located on Line Y5 between Lines
X15 and X25, was partially constructed, similar to the wall that collapsed, but
did not experience the same outcome.
During our visit, preceding the
collapse, several structural deficiencies were identified in the wall that
collapsed. These deficiencies, however, were not the direct cause of the
collapse. The wall collapse occurred because it was not adequately braced at
the time of the wind event. The contractor did not provide sufficient bracing
to stabilize the wall, during construction, and as a result the high wind
speeds caused the wall to become unstable and topple over.”
Then the Engineer describes the specific deficiencies in the wall
prior to the collapse:
1. The 15M dowels to be drilled and
epoxy set into the existing foundation wall, as specified on structural Section
1/7.10, were not installed.
2. The adjustable masonry ties,
used to tie the block walls to the floor beams, as specified on structural
Detail 1/7.10, were not installed.
3. The strap anchors, used to tie
the block walls to the steel columns, as specified on structural Detail 6/7.04,
were not installed.
Photographs of the rubble easily confirm the Engineer’s assessment.
The wall was not tied in to the main structure at any location: the roof, foundation,
floor beams or columns.
It was an accident waiting to happen.
A windy day accommodated the event; luckily, it did not occur when
a worker (or a child) was walking (or playing) in the area.
When have fences ever kept kids out? What if it had not collapsed
that day, but some other?
Was the second wall removed so that the original engineering specification
was strictly adhered to or was it merely “fixed” with bracing? It is too late
to properly tie the wall to the
foundation once it is erected.
If something so basic, yet so important, fails the scrutiny of
inspection, should we not ask what else might have been overlooked on that
construction site?
excavator begins to clean up rubble from wall. note the time the image taken 9:10am. |
Undoubtedly, the workers were at greatest risk. A collapse of that size could have endangered a good many lives.
But what if children had been playing in the area when the
construction site was unattended?
What if it had occurred at a different time than on a Sunday
afternoon? It was windy that Monday, too.
Those questions are certainly relevant, but that the school
children were actually permitted onto the site and into their classrooms, in
the absence of a thorough inspection by qualified people, has no hypothetical
underpinning. It is a fact. It happened.
Either someone refused to make a decision to close the school and
announce publicly the reason, else someone authorized the school’s opening and
kept the matter secret.
Either case constitutes an unimaginable lapse of judgement; in
fact, several lapses occurred if disclosure and transparency are matters on
which you place a value.
It would be unthinkable that teachers and other staff would have
known and chose to place their charges at risk rather than sound the alarm.
Most likely, the decision was made at a more senior level.
There is much about this incident we need to uncover. The public
should demand answers to a plethora of questions. I will cite the ones already
noted and add several more:
We need to know why government inspectors failed to immediately place
a stop work order on the Contractor pending a full investigation of the
incident and a full appraisal of the Company’s work.
Temporary support? |
Have they been properly examined since?
Was the temporary "fix" allowed to stand or was that wall demolished and replaced with one that met the standard originally specified?
That said, why wasn’t the school closed, at least until the structural engineer had performed an investigation of the incident and provided written confirmation that the Building was safe to enter?
Why was no public notice issued?
Why were the parents not notified?
Who besides the Contractor, the provincial Department of
Transportation and Works, knew about the collapse of the wall and when?
When were officials of the Department of Education informed of the
incident? Why did they not act, immediately, to close the school?
When were officials of the Eastern School District informed of the
incident?
Why did they not act to close the school?
Was the collapse of a 25 foot by 50 foot cinder block wall and the
possibility of other wall failures thought to be significant enough only to be worthy
of a cloak of security?
What official(s) made that judgement, that decision?
Or, as seems to be the case, was there a cover–up at Roncalli
School involving more than one senior official and more than one Government Department?
The people involved have had nearly a year to reflect on their decisions.
The public deserves answers to all those questions, now!