Outback Steel Services, LLC

Plain-English summary

Outback Steel Services was erecting structural steel for a new convenience store when steel joists fell and injured two plumbers working below. OSHA cited the company for failing to secure landed joists and for failing to provide training through a qualified person. The judge found that the Secretary did not prove the joists were unsecured before the accident, crediting evidence that the bundle had been wired together. The training item was also vacated because the workers had substantial experience and training, recognized the potential hazard, and the Secretary offered no evidence that their trainers were unqualified. Both serious citation items were vacated.

Decision snapshot

• Cited standard(s): 29 C.F.R. § 1926.757(a)(6); 29 C.F.R. § 1926.761(a)
• Outcome: Both serious steel-erection items vacated; no penalty assessed.
• Key point: An accident alone does not prove that landed joists were unsecured or that employee training was provided by an unqualified person.

Full text (OSHRC public release)


Outback Steel Service, LLC Docket No. 17-1603

UNITED STATES OF AMERICA

OCCUPATIONAL SAFETY AND HEALTH REVIEW COMMISSION

S ECRETARY OF LABOR ,

Complainan t,

v.

OUTBACK STEEL SERVICES, LLC

Respondent.

DOCKET NO.
   17-1603

Appearances:

Gregory W. Tronson, Esq. , U.S. Department of Labor, Office of the Solicitor,
Denver, CO

For Complainant

Benjamin J. Ross, Esq.,
Kristin R.B. White, Esq., Jackson Kelly, PLLC, Denver, CO

For Respondent

Before: Administrative Law Judge
Brian A. Duncan

DECISION AND ORDER

Procedural History

OSHA
began an inspection of an Outback Steel Services worksite in Colorado Springs, Colorado on June 21, 2017. (Tr. 257). OSHA was responding to a report that two plumbers were injured the day before, when steel joists fell from
overhead during the construction of a new
Kum & Go convenience store. (Tr.
257 ).
As a result of his investigation, C ompliance Safety and Health Officer (“CSHO”) Shane
Lane concluded that Respondent violated 29 C.F.R. § 1926.757(a)(6)
[failure to secure steel joists landed on a structure] and 29 C.F.R. § 1926.761(a)
[employee training
not provided
by a qualified person].

CSHO Lane recommended, and Complainant issued, a
Citation and Notification of Penalty
(“Citation”) to Respondent, which alleged two serious viol ations of the Act with
a total
proposed
penalty of $8,692.00. Respondent timely contested the
Citation . This brought the matter before the United States Occupational Safety and Health Review Commission (“Commission”) pursuant to Section 10(c) of the Occupational Safety and Health Act of 1970, 29 U.S.C. § 651
et seq . (“the Act”).

A trial was conducted in Denver, Colorado on August 27-28, 2018. Six witnesses testified at trial: (1) Adam Vuksta, Project Superintendent, Hudspeth & Associates; (2) Shane Overlee, Plumber/Foreman, Bruno/Fenton Plumbing; (3) Tristin Winfrey, Iron Worker/Foreman, Outback Steel Services; (4) CSHO Shane Lane, Occupational Safety and Health Administration; (5) John Treadway, Iron Worker /Leadman , Outback Steel Services; and (6) Brad Gunter, Respondent’s owner. Both parties timely submitted post-trial briefs for the Court’s consideration.

Jurisdiction
& Stipulations

The parties
stipulated the Commission has j urisdiction
over this proceeding
pursuant to Section 10(c) of the Act
and
that, at all times relevant to this proceeding,
Respondent was an employer engaged in a business and industry affecting interstate commerce within the meaning of Sections 3(3) and 3(5) of the Act, 29 U.S.C. § 652(5).
(Tr.
28 ).

See
Slingluff v. OSHRC , 425 F.3d 861 (10th Cir. 2005).

Factual
Background

Multiple
contractors
were involved in the construction of a new Kum & Go gas station/convenient store in
Colorado Springs, Colorado in
June 2017. (Tr. 45-46, 48 ).
Respondent ,
a small steel erection company ,
was one of those contractors with employees on the job. (Tr.
58,
278 ). Respondent was responsible for erecting the steel columns, beams,
and
joists which would serve as the frame/structure for the building. (Tr. 49 , 216 ). Respondent’s structural steel erection work on the project was supposed to be completed in 4-5 days. (Tr. 58,
60).
Once the vertical
columns and horizontal I-beams of the structure were erected (which was completed by the time-frame relevant to this case),
Respondent’s crew was tasked with setting
and welding
horizontal,
steel, roof joists across the I-beams. (Tr.
247- 248 ; Ex. C- 7, p.5 ). The process involved setting bundles of
steel
joists up on the I-beams (“flying them up”),
separating
the bundles ,
setting individual joists in place (“shaking them out”), then welding the ends of each joist to the I-beam s
(“setting them in their
forever
home”), progressively moving along the top s
of beams
to
creat e
a
roof support
structure.
(Tr.
60, 73, 216, 247- 248; Ex.
C- 7, p. 5 ) . The “foot” on each end of a joist
was a
steel 5 -inch
plate
that was welded to the horizontal I-beam
when
each joist was individually set. (Tr. 232, 246,
276- 277, 347; Ex. C-7, p. 2 , 16 ) . Each steel joist weighed approximately 300-400 pounds. 1
(Tr.
228, 441).

No one
ever
work ed
underneath Respondent’s crew while they were
lifting
bundles, or spreading and welding
individual
joists. (Tr. 67 ,194, 223, 225).

The General Contractor
for this project
was Hudspeth & Associates, represented by

Superintendent Adam Vuksta.
(Tr. 40).

He was responsible for overseeing the contractors ,
and the
progression of the work,
including
enforcement of
basic
safety rules . (Tr. 45-46 , 55 -56 , 227 ).
Hudspeth
controlled and directed subcontractor work on the jobsite. (Tr. 43 3 -435).
The third on-site employer relevant to this case was Fenton /Bruno’s
Plumbing
(“Bruno ’s
plumbers”) who were tasked, at this point in the project, with excavating the soil under the steel structure so that underground plumbing could be installed. (Tr. 69, 72).

The Kum & Go convenience stores
a re “cookie cutter” building designs,
which are
supposed to be completed in 120 days. (Tr.
30,
53 ). By June 19, 2017,
Superintendent
Vuksta
had become
frustrated
with
the fact that the Bruno ’s
plumbers were
far
behind schedule,
ha d not consistently show n
up for work, and when they did, often worked for only a few hours
a day . (Tr. 68, 89 , 165 ). He testified that
project
delays caused by
the
Bruno plumbers were causing the entire project to fall behind. (Tr. 91-9 3 ). He estimated that, by the date of the accident, Bruno’s plumbers were about 2 weeks behind schedule. (Tr.
52,
91).

On t hat same day, June 19, 2017, Supt. Vuksta coordinated and directed a meeting between Respondent’s foreman, Triston Winfrey, and Shane Overlee, foreman for the Bruno plumbers crew. (Tr. 69, 72). At that time, Respondent’s crew was in the process of setting bundles of joists along the overhead roof portion of the building, breaking apart the bundles, setting the joists at their individual locations ,
and weld ing
them down. (Tr. 74). The purpose of the meeting
between Hudspeth, Outback Steel, and Bruno
was : (1)
to make sure that Bruno’s plumbers’
excavation
backhoe would fit inside/under the partially erected steel structure ; (2)
to ensure
that
Bruno’s plumbers would not be working on the ground level underneath any areas that Respondent’s steel workers would be setting and welding iron joists ;
and
(3) to
address Respondent’s concerns that the
plumbers’ excavation
backhoe
might
hit the
steel
structure. (Tr. 71, 78-79, 82).
The backhoe used by Bruno ’s
plumbers was a 17,000 pound “mini” excavator, on tracks, with a bucket in front and a blade in back, capable of digging 15-18 foot excavations. (Tr. 82; Ex.
C-7, p.7 ). Respondent’s crew and Bruno’s plumbers agreed to monitor each other so that neither was working over/under one another. (Tr.
72, 89 ).

At approximately 3:00 p.m., Bruno ’s
plumbers
decided to leave
the jobsite because they were uncomfortable with
their proximity to
Respondent’s crew , as well as
the
nearby
welding sparks
being
created by
Respondent’s
work . (Tr. 89).
Normally, there is a logical progression of contractor work on a job. “After the ironworkers come, everybody follows behind. You just don’t get near the ironworkers.” (Tr. 164).

Bruno’s foreman, Overlee, and Respondent’s foreman, Winfrey, confirmed that, at no time, were the steel workers working directly above the plumbers.
(Tr. 194, 223, 225). After the Bruno plumbers left,
Hudspeth Supt. Vuksta telephoned th eir
home office, to complain to their supervisor about the plumbers leaving the worksite.

(Tr.
91 ).

The next day,
Tuesday, June 20, 2017,
Bruno’s plumbers
returned to the jobsite, although it was
late in the morning (Tr. 93). They
immediately
demanded that every other contractor , including Respondent, get out of their desired work area or they threatened to leave
the jobsite
again. (Tr. 147 , 351 ) . According to
Supt. Vuksta , Bruno foreman Shane Overlee told everyone to “get out or I’m leaving. Everybody has to go or we’re leaving.” (Tr. 147).

Respondent’s crew,
who had already been working for 2-3 hours that morning,
setting
and welding
individual
roof
joists in place,
was working directly above the area where
the
Bruno’s plumbers wanted to work. (Tr. 9 3, 351 ). (Tr. 228 , 441 ). The re were
four
joists , bundled together,
but not individually set out or welded yet,
directly
above the area where the
plumbers wanted to work . (Tr. 96, 352-353 ; Ex. C -7, p. 12). The bundle of joists
had been set up
on the I-beams the afternoon before .
(Tr. 353, 364 , 382, 386 ) . 2

By the ti me the
Bruno’s plumbers arrived, R espondent’s foreman, Shane Overlee, was no longer at the jobsite. He had gone to Denver
earlier that morning
to
pick up some materials. (Tr. 225). He left
Luis Rodriguez , one of two Lead Men onsite,
in charge while he was gone. So
Respondent’s entire crew, led by
Leadm e n
Luis Rodriguez
and John Treadway ,
m et with Bruno’s plumbers and Hudspeth Superintendent Adam Vuksta
to discuss who would get to work in the area . (Tr. 97, 143 , 225 , 362-363 ).

Supt. Vuksta told Respondent’s crew that Bruno’s
plumbers
needed to work on the ground underneath the area Respondent’s crew was
already
working. (Tr. 225).
Leadmen Rodriguez
and
Treadway
told Bruno’s plumbers and
Supt.
Vuksta that if
Respondent’s crew
could just be allowed 40
minutes, they could weld down the
bundle of
four
joists
immediately
above the area . (Tr. 96 , 356 -35 8 ).
However,
Bruno’s plumbers refused to agree to the 40 minute delay,
started yelling and cussing at everyone,
demanded that Respondent’s crew and anyone else in the area
immediately
relocate , or they would
again
leave the jobsite. (Tr. 97 -98 , 143 , 357 -358 ). Since Bruno’s plumbers were already
two
weeks behind schedule, Superintendent Vuksta denied Respondent’s request
for
40 minutes to weld down the
overhead
joists,
and ordered them to move to another area of the building
so
Bruno’s plumbers
could go to work . (Tr. 97-99 , 144 ).

Respondent’s Leadman
Treadway testified that they protested
again , and asked Supt. Vuksta repeatedly if they could just be allowed to weld down the overhead joists first, before moving to work on another part of the building. (Tr. 364). However, their repeated request for additional time was denied by Supt. Vuksta. (Tr. 363-364). According to Treadway, in denying Respondent’s request for a few minutes to weld the overhead joists
to the structure , Supt. Vuksta told everyone at the meeting that: “I’ll take the responsibility of [ sic ] anything.” (Tr. 364).
Respondent’s crew
complied with
the instructions and decision by the Hudspeth superintendent and immediately relocated
40-50 feet away,
to
work on
another part of the buildin g . (Tr. 99-100 , 123 , 227 , 372 ).
Treadway
testified that even though they asked for 40 minutes to weld down the
four
overhead
joists, they probably could have gotten it done in
about
20 minutes. (Tr. 358 , 382, 392 ).

A few hours later,
the
Bruno plumber
who was operating the excavator backhoe
hit one of the steel
structural beams
with the excavator , right underneath the joists Respondent had requested
an opportunity to
weld down . (Tr. 101 , 104, 127, 141; Ex. C-7, pp.
4,
2 2 ). Witnesses testified that upon impact, the excavator continued to push
against
the
beam , spreading
the structure
apart by
approximately
6
inches. (Tr. 233 , 374, 391 ). As a result,
two
of the
joists fell
to the ground , striking and injuring two of the plumbers. (Tr.
184 , 387 ; Ex. C-7, p p. 12-13 ).

Bruno foreman Overlee d id not
know
at trial whether
the joists above them were
bundled together
when the excavator hit the structure. (Tr. 19 7 ). He acknowledged testifying during a pre-trial deposition,
however,
that he saw wire rope hanging off the outside edges of the structure where the joists had been. (Tr. 198).
Supt. Vuksta, similarly, did not know
at trial
whether the bundle of steel joists set ting
on I-beams
above Bruno’s plumbers
were bound or strapped together. (Tr. 77, 95). Respondent’s Foreman ,
Winfrey, also did not know whether the bundle of joists above the plumbers had been wired
together . (Tr. 233, 236-237). The only witness with direct knowledge of the joists’ pre-accident condition was Respondent’s Leadm a n , John
Treadway . He
testified that Respondent’s crew had set the bundle of joists above that area before the shift ended the afternoon before, and had
wire -roped
the bundle together, anticipating that they would be spread out and welded down the following morning. (Tr. 353, 401).

OSHA Compliance Safety and Health Officer Shane Lane arrived at the worksite the day after the accident,
on
June 21, 2017. (Tr. 257). The condition and location of the equipment and materials were not preserved at all. He testified that “the site was totally different when I arrived.” (Tr. 258). Therefore, CSHO Lane did not have any personal knowledge of any of the events discussed above, nor the location, condition, or stability of the joists before the accident.

Discussion

To establish a violation of an OSHA standard, Complainant must prove, by a preponderance of the evidence, that: (1) the cited standard applied to the facts; (2) the employer failed to comply with the terms of the cited standard; (3) employees were exposed or had access to the hazard covered by the standard, and (4) the employer had actual or constructive knowledge
of the violative condition ( i.e. , the employer knew, or with the exercise of reasonable diligence could have known). Atlantic Battery Co. ,
16 BNA OSHC 2131 (No. 90-1747, 1994).

Citation 1, Item 1

Complainant alleged a serious violation of the Act in Citation 1, Item 1 as follows:

29 CFR
1926.757 ( a )( 6 ) :
When steel joist(s) were landed on a structure, they were not secured to prevent unintentional displacement prior to installation:

(a)
On or about
June 20, 2017, Outback Steel Services, LLC as the creating contractor, failed to secure steel joists that were placed on top of the steel structure under construction, resulting in employees of Bruno’s Mechanical, Inc. suffering from serious injuries after being struck by the steel trusses when they fell on them while working underneath the unsecured steel trusses .

Citation and Notification of Penalty
at
6 .

The Standard Applied

There was no dispute over the applicability of the cited standard. Respondent’s crew was engaged in steel erection work, setting joists on a structure for placement and welding. The standard applied.

Complainant failed to prove the standard was violated

Respondent was cited in this case as
a “creating
employer ,”
purportedly responsible for creating
a
hazard to which another employer’s employees, Bruno’s plumbers, were exposed. Flint Engineering , 15 BNA OSHC 2052 (No . 90-2873, 1992).
The parties spent a considerable amount of time during the trial, and in post-hearing briefs,
addressing the specific circumstances and cause of the accident that occurred in this case. However,
determining whether a regulation was violated is not dependent on the cause of an accident . Central Florida Equipment Rentals , 25 BNA OSHC 2147 (No. 08-1656 ,
2 0 16 );
American Wrecking Corp ., 19 BNA OSHC 1703 (Nos. 96-1330 & 1331 ,
2001 );
Cleveland Consolidated
13 BNA OSHC 1114
(No.
84-696 , 19 87 ) .

The occurrence
of an accident is more relevant to the elements of employee exposure to a hazardous condition ,
and whether a violative condition was properly characterized as “serious.”
Id.

As an initial matter, the Court is
gravely
concerned by the fact that Respondent’s crew, who was already working in th e particular
area
of the project on the morning of June 20, 2017, with no evidence of anyo ne
working underneath them, repeatedly asked the General Contractor and Bruno’s plumbers for a few minutes to weld down (and therefore, permanently secure) the four overhead joists before the plumbers began working underneath the area. Their repeated requests were denied
by the G.C. and the plumbers , and they were ordered by the G .C.
to immediately relocate to another part of the project. It is entirely inequitable to hold an employer
responsible for
violat ing
a safety regulation,
on
a “creating employer”
theory of liability, when the cited employer specifically alerted the third-party employer and the G . C .
of a possibl y
unsafe condition
before anyone was exposed ;
repeatedly requested an opportunity to quickly fix the condition ;
and yet was denied that opportunity . Without passing any judgment on the legality of the comment, the troubling situation was further compounded by the
G.C.
Superintendent’s statement to Respondent’s crew that he would “take responsibility.”
(Tr. 364).

S econd ,
notwithstanding the
circumstances discussed
above,
the Court finds that
Complainant failed to prove, by a preponderance of the evidence, that the cited regulation was violated. The cited standard requires that steel joists be “secured
to prevent unintentional displacement prior to installation.” T he term “secured” is not defined in the regulation.
(Tr. 273). Additionally, the parties did not reference, and the Court could not locate, a single published case addressing
or
interpreting
29 C.F.R. § 1926.75 7 (a)(6).

As Respondent points out, the
P reamble
to the cited regulation provides additional
information on the intent of the standard and
use of the term “secured.” “…Paragraph (a)(7) of
the final rule addresses the hazard that arises when a single steel joist or a bundle of joists are placed on the structure and then left unattended and unattached.” 66 F.R. 5196-01. “This provision requires that, when steel joists are landed on structures, they be secured to prevent unintentional displacement,
i.e., the bundles must remain intact prior to installation until the time comes for them to be set .” Id.
[emphasis added].
The Court agrees with Respondent that the language in the Preamble certainly implies that joists placed on a structure, still in a bundle, would be considered “secured” even though they have not been individually welded down yet.

Four witnesses testified about the condition of the four overhead joists before the accident: Vuksta, Overlee, Winfrey, and Treadway. As discussed above, Vuksta, Overlee, and Winfrey had no knowledge of whether the bundle of joists was wired together
before the accident. John Treadway testified, without contradiction, that
they remained
interlocked
in a bundle, and were
wrapped
with wire rope .
(Tr.
353 ).
Shane Overlee, Bruno’s plumbers ’
foreman, also acknowledged seeing wire rope at the ends of the joists after the accident. (Tr.
197-198 ).

Complainant’s
prosecutorial theory seemed to be that
since
two of
the
four overhead
joists fell, they must not have been
adequately
secured.
However, it
wa s Complainants burden to prove, by a preponderance of t he
e vidence that they were
not
secured. The only witnesses with direct knowledge of the condition of the joists testified
that the
joists
were
bundled
(interlocked
together ) ,
(2) that they were resting on 5 inches of overlapping steel plates on each end of the bundle, (3) that
the bundle was wire -roped
together ,
and
(5) that the
plumbers’
excavator struck the steel structure, moving the
supporting steel
beams apart
6
inches.

Complainant failed to meet its burden
of proving
that the joists were “unsecured.” Accordingly,
Citation 1, Item 1 will be VACATED.

Citation
1, Item 2

Complainant alleged a
serious
violation
of the Act in Citation 1, Item 2
as follows:

29 CFR 19 26. 761 (a ) :
Training was not provided
to employees by a qualified person(s):

(a)
On or about
June 20, 2017 ,
employees were not trained by a competent person in the recognition of hazards associated with steel erection, including, but not limited to, unsecure steel members.

Citation and Notification of Penalty
at
7 .

The Standard Applie d

The cited standard addresses the qualifications of trainers
who
provide steel erection training. It is undisputed that Respondent’s employees were engaged in steel erection
activities at this worksite. The refore, the
cited standard applied.

Complainant Failed to Prove that the Standard
Was Violated

OSHA alleged that Respondent ’s
employees Ron White and John Treadway were not adequat e ly trained. (Tr. 325).
Although t he parties
seemed to focus on the amount of training and experience
of
each employee,
t he
cited standard
actually
deals with the qualifications of
their
trainer (s) . Separate regulations (not cited in this case), appear to specify the
substance
of required employee training.
See
29 C.F.R. §
1926.761(b)
& (c) .

Ultimately, CSHO Lane explained the two bases for this alleged violation: (1) training records and safety manuals were not provided to him during the investigation, and (2) two steel trusses fell and resulted in an employee-injury-accident, therefore, employees must not have been adequately trained. (Tr. 271, 280 , 284 ). He testified: “I think if an employee was trained in the specialized unique hazardous conditions on the jobsite, especially for steel erection, they can see that that would be a hazard and do something to mitigate it without allowing employees to work underneath the unsecured steel.” (Tr. 284:15).

With regard to the first basis, however, safety manuals and training documents were provided to Complainant during litigation.
(Tr.
321-322 ).

Second,
Respondent’s
employees involved
did
recognize a potential hazard, requested 40 minutes to weld down the
bundle of
joists to ensure the area underneath was completely safe for the plumbers, and were
repeatedly
refused. The fact that
Respondent’s cre w
voiced concerns to the G.C. and plumbers,
and
repeated ly
request ed
an opportunity to make the condition unquestionably safe (by welding the
four
joists down), demonstrated their training and awareness .

The record also established that the two e mployees
at issue
received significant training from
Respondent and
other
previous
employers.
(Tr.
282) . CSHO Lane
testified
that “employees for Outback were probably trained by their previous employers, just not Outback Steel.” (Tr. 285). CSHO Lane
also
conceded that training from previous employers , as well as
on-the-job training ,
qualified
as adequate training . (Tr.
271, 280,
282-283 ,
325-326,
331 ).

One of th e two
employees
at issue , John Treadway, testified at trial
about his experience and training . (Tr. 340). He began working in steel erection in 1988 as an apprentice, worked for numerous steel erection companies, holds multiple certifications,
and
received additional
formal and on-the-job
training
from Respondent. (Tr.
269,
341-344).
In addition, the record established that
Brad Gunter, Respondent’s owner,
verified
Treadway’s and White’s
training and experience when they were first hired,
reviewed Respondent safety polic ies
with them, and
monito red
their work to ensure the adequacy of their train ing and knowledge.
(Tr.
215,
344-345 , 407 , 411-413, 423-425 ). Mr. Gunter has
over 41 years
of
experience working
in the steel erection industry,
personally hires each of his employees,
and
prefers
to hire
experienced workers .
Since
Ron White
was not called to testify, Mr. Gunter further explained that White was hired after
complet ing
an iron worker apprenticeship,
already
had a boilermaker and ironworker certification card, and held
multiple welding certifications. (Tr.
414).
T he record
further
established that
Respondent sent
Ron White and John Treadway to multiple safety courses
during their employment. (Tr. 422-425).

Ultimately, as is the focus of the cited standard, t here was no evidence
that anyone who provided training to Treadway or White was not qualified. Complainant failed to prove, by a preponderance of the evidence, that the cited standard was violated.

Therefore,
Citation 1, Item 2 will be VACATED.

Order

Based upon the foregoing Findings of Fact and Conclus i ons of Law, it is ORDERED

that :

1. Citat ion 1, Item
   1
   is
   VACATED;

and

2. Citation 1, Item 2 is VACATED.

/s/ Brian A. Duncan

Date:
March 7, 2019

Judge
Brian A. Duncan

Denver, Colorado         
U.S. Occupational Safety and Health Review Commission

"

1
One witness testified that each joist weighed 250-300 pounds, another testified that it was closer to 400 pounds. The issue was never clarified.

2
Foreman Winfrey testified that the bundle of joists was set on the structure the morning of the accident. Leadman Treadway
testified that the bundle was set on the structure the afternoon before. Given that Winfrey was gone most of the day June 20, 2017, and Treadway testified with more detail about this specific bundle of joists, as well as the events of June 20, 2017, the Court credits Treadway’s testimony on this point.