Aurora OSHA Construction
News
March 3, 1999 Vol. 3, Issue 1
- Aurora investigated a scaffold
erection fall that hurt a mason laborer in DeKalb.
He fell 13 feet between the wall and the scaffold.
He suffered a broken finger and cracked vertebrae
in the back and neck.
- In January, a Yorkville laborer
suffered a severed liver when caught in a 13+ foot
trench collapse.
- In January, the Calumet City
office investigated a triple fatality where a forklift
struck a power line in Chicago. Two of the victims
may have been the rescuers at the site.
- In Chicago, the Calumet City
office investigated a 24 inch gas main that was hit
by a contractor sending flames 16 stories high. Proper
marking of utilities is required by 1926.651 standards.
- In January, the Calumet City
office issued one of the largest construction safety
penalties in Illinois ($296,000) to a Florida based
general contractor for several scaffold and fall protection
violations. The site was in Chicago.
- In January, the Aurora office
proposed a $114,000 penalty to a Downers Grove trenching
company for four trenching standard violations.
- Chicago North affirmed all eight violations
in Secretary of Labor vs. Eddy Roofing, Inc. (OSHRC
Docket # 98-0125). The main issues were flat roofing
fall protection. An employee fell 40 feet to his death
after stepping through an unprotected skylight while
installing roofing material on a warehouse type building.
The penalties were reduced by the judge from $27,000
to $15,000 after considering the company's net annual
income.
- A mechanical contractor dug
a vertical trench right in front of the Aurora OSHA
office. They brought a four sided trench box, but
did not use it. They were trying to fix a leaking
water pipe and figured that they could get the job
done faster than putting in the box.
- In January, a contractor installing
water piping in Oak Brook, contacted an overhead power
line with a backhoe. Investigation of the incident
revealed that protection for the 26 foot deep trench
had not been engineered, and that the backhoe was
directly underneath the power lines. Fortunately,
no one was injured. The job was halted until an engineering
evaluation of the protection system was completed
and the power lines de-energized.
- In January, OSHA issued an compliance
directive for those involved in erection of communication
towers. It covers guideline for enforcement when employees
access towers by hoists. Hoisting employee via gin
pole for access will have many requirements similar
to the 1926.550(g) section. CPL 2-1.29 is available
on the OSHA website under the directive section. The
OSHA website address is www.osha.gov
- On February 18, the U.S. Court of
Appeals for the Seventh Circuit (Chicago - No 98-1767))
affirmed that Pitt-Des Moines (PDM) was willfully
in violation of the OSHA Act. The ruling was in the
case of the 1993 steel structure collapse of the post
office project in downtown Chicago. The conviction
and $1 million penalty were affirmed. In addition,
the issue of multi-employer was raised for the non-PDM
employee. The Appeals Court ruled: "The doctrine holds
that on multi-employer work sites, an employer who
creates a safety hazard can be liable under the Act
regardless whether the employees threatened are its
own or those of an another employer on the site."(page
6) "Without the doctrine, employers could avoid OSHA
liability for the hazardous conditions they create
merely because the threatened or harmed workers -
although their presence was entirely foreseeable and
they are covered by the Act - happen to be on the
payroll of another... We do not believe that this
is the result Congress intended... (under the OSHAct)."(page
9) Other issues affirmed were the violations of training
under 1926.21 (b)(2) and the requiring of two bolts
at connections under 1926.751 (a). Courtesy of Chicago-Kent
College of Law, the text of this decision can be found
at http://www.kentlaw.edu/7circuit/1999/feb/98-1767.html
12. OSHA's new Powered Industrial Truck
Standard covers construction! Are you ready? Forklifts
and extendible boom rigs with forks, straddle carriers,
and even pallet jacks are included. New operator training
requirements will definitely affect the construction
industry. This is your invitation to attend a two hour
session to fill you in on the new requirements. This
meeting is sponsored by OSHA and the Chicagoland Construction
Safety Council.
Date and Times: April 14, 1999 7 - 9
AM and 3 - 5 PM
Tuition: Donated nonperishable food items
for Food Pantry
Reservations: Chicagoland Construction
Safety Council 708-449-0200
Location: Federal Conference Center
2001 Butterfield Road, Suite 103
Downers Grove, IL 60515
(the Esplanade, across Butterfield Road
from the Home Depot)
Due to construction of office tower #2
and new parking garage, entrance to existing garage
is from the south end. Loop around the complex and enter
garage from the south end.
If you would like to receive this newsletter
via E-mail, contact charlie.shields@aurora.osha.gov.
Due to the costs, this cannot be mailed to individual
companies.
Comments on the newsletter should addressed
to John Newquist, OSHA 344 Smoke Tree, North Aurora,
IL 60542 or call (630) 896-8700.
|
Most Frequently Cited
Serious Construction Standards
Aurora Area Office - 1/1/98
- 12/31/98
|
|
Rank |
Standard |
Description |
| 1 |
1926.501(b)(1) |
No fall pro above 6 feet |
| 2 |
1926.20(b)(1) |
Deficient accident prevention program |
| 3 |
1926.451(g)(1) |
No fall pro on scaffolds |
| 4 |
1926.501(b)(10) |
No fall pro on low-slope roofs |
| 5 |
1926.701(b) |
Unguarded rebar |
| 6 |
5(a)(1) |
General duty clause |
| 7 |
1926.451(c)(2) |
No base plates/mud sills on scaffolds |
| 8 |
1926.21(b)(2) |
Deficient safety training |
| 9 |
1926.706(b) |
Inadequate wall bracing |
| 10 |
1926.1053(b)(1) |
Ladders not extended 3 feet above
landing |
Comments about the Most Frequently Cited
- No fall protection - These have
been mostly two story commercial construction jobs.
Some areas had rails put up by another trade, but
not replaced when taken down.
- Deficient accident prevention
program - These have been smaller contractors who
have no rules to prevent accidents.
- No guardrails on scaffolds -
Most are using metal frame scaffolds without any guardrails.
- No fall protection on flat roofs
- These are established flat roofers missing warning
lines when doing roofing work.
- Unguarded rebar - 70% have no
rebar protection. The other 30% are still using the
100% plastic caps.
- Section 5(a)(1) - This is cited
the most for lack of fall protection on extensible
boom aerial lifts.
- No base plates - These have
been welded frame scaffolds, 13-16 feet high without
any base plates at all.
- Deficient safety training -
We are seeing out of state employees put on the first
day of the job without any safety orientation specific
to the task.
- Wall bracing - Most of these
walls have been 20 feet high, rebar every 42 inches,
and full grouting. Most have no bracing and the others
only had diagonal plank attached to a vertical plank
which is not acceptable.
- Ladders less than 3 feet above landing
- For some reason, many contractors accessing the
roof are forgetting this requirement.
|
Most Penalized Serious
Construction Standards
Aurora Area Office - 1/1/98
- 12/31/98
|
|
Rank |
Standard |
Penalty |
Description |
| 1 |
1926.550(a)(1) |
$ 5,250 |
Use of crane/derrick not according
to manufacturer's specifications |
| 2 |
1926.706(b) |
$ 4,797 |
Inadequate wall bracing |
| 3 |
1926.652(a)(1) |
$ 4,580 |
Unsafe trench |
| 4 |
1926.105(a) |
$ 3,333 |
No fall protection above 25 feet |
| 5 |
1926.451(e)(1) |
$ 3,092 |
No ladder access on scaffolds |
| 6 |
1926.1051(a) |
$ 3,000 |
No stairway/ladder access at 19"
elevation |
| 7 |
1926.501(b)(1) |
$ 2,935 |
No fall pro above 6 feet |
| 8 |
1926.501(b)(10) |
$ 2,728 |
No fall pro on low-slope roofs |
| 9 |
1926.501(b)(3) |
$ 2,675 |
No fall pro above 6 feet in hoist
areas |
| 10 |
1926.252(a) |
$ 2,600 |
No chutes for debris dropped more
than 20 feet outside building |
Minimum of three citations were issued.
Penalties reflect size, good faith and history discounts.
Comments about Most Penalized Items:
- Not using crane manufacturer's
specifications - Cranes carrying loads must be level.
Outriggers must have cribbing underneath them when
lifting loads.
- Wall bracing inadequate - There
were seven masonry wall collapses injuring only one
employee in 1998 for the Chicago land area. Wind was
a factor in all of them. Many masons quit work when
the gusts went over 20 mph.
- Unsafe trench - We are seeing
many trenches over 20 feet lately. These require engineering
evaluation for any trench boxes used. This documentation
should be on the site.
- No fall protection in steel
erection - Mostly these have been decking contractors
on warehouse style buildings over 25 feet high. No
fall protection was used.
- No safe scaffold access - Many
companies still have employees climb welded frame
scaffolds when the horizontal spacing is 20-24 inches
apart.
- Not using a ladder for access
- This has been cited for roofers climbing 3-5 feet
high parapets. No ladder is used and employees have
to climb over the wall to get to the other side.
- No fall protection on open floors
- See most cited.
- No fall protection on flat roofs
- See most cited.
- No fall protection for hoist
areas - Many roofers are hoisting/disposing of material
at the edge without guardrail protection. The use
of the warning line and monitor is not acceptable
during this process.
- Debris chute - Mostly it is the roofing
contractors throwing debris off the roof that have
been cited.
|
Most Frequently Cited
Serious Construction Standards
Nationwide -1/1/98 - 12/31/98
|
|
Rank |
Standard |
Description |
| 1 |
1926.501(b)(1) |
No fall pro above 6 feet |
| 2 |
1926.100(a) |
No hard hats |
| 3 |
1926.451(g)(1) |
No fall pro on scaffolds |
| 4 |
1926.652(a)(1) |
Unsafe trench |
| 5 |
1926.451(e)(1) |
No ladder access on scaffolds |
| 6 |
1926.21(b)(2) |
Deficient safety training |
| 7 |
1926.503(a)(1) |
Deficient fall pro training program |
| 8 |
1926.451(b)(1) |
Scaffolds not fully planked |
| 9 |
1926.501(b)(10) |
No fall pro on low-slope roofs |
| 10 |
1926.501(b)(13) |
No fall pro in residential construction |
Most Frequently Cited
Serious Construction Standards
Residential Contractors
SIC 1511-1531 - 1998 Illinois
|
|
Rank |
Standard |
Description |
| 1 |
1926.501(b)(13) |
No fall pro in residential construction |
| 2 |
1926.501(b)(1) |
No fall pro above 6 feet |
| 3 |
1926.100(a) |
No hard hats |
| 4 |
1926.503(a)(1) |
Deficient fall pro training program |
| 5 |
1926.20(b)(2) |
No competent person |
| 6 |
1926.451(g)(4)(I) |
Guardrails not installed prior to
work on scaffold |
| 7 |
1926.1053 (b)(1) |
Ladders not extended 3 feet above
landing |
| 8 |
1926.21(b)(2) |
Deficient safety training |
| 9 |
1926.451(g)(1)(I) |
No fall pro on ladder jack scaffolds |
| 10 |
1926.20(b)(1) |
Deficient accident prevention program |
Most Frequently Cited
Serious Construction Standards
General Contractors
SIC 1541 -1542 - 1998 Illinois
|
|
Rank |
Standard |
Description |
| 1 |
1926.501 (b)(1) |
No fall pro above 6 feet |
| 2 |
1926.20(b)(2) |
No competent person |
| 3 |
1926.20 (b)(1) |
Deficient safety program |
| 4 |
1926.701(b) |
Unguarded rebar |
| 5 |
1926.501 (b)(10) |
No fall pro on low-slope roofs |
| 6 |
1926.451(g)(1) |
No fall pro on scaffolds |
| 7 |
5(a)(1) - General Duty Clause |
- No fall arrest in aerial
lifts - Overloading aerial
lifts
- Confined space
- Truss bracing |
| 8 |
1926.451 (c)(2) |
No base plates/mud sills on scaffolds |
| 9 |
1926.501 (b)(4)(I) |
No fall pro for skylights above 6
feet |
| 10 |
1926.502(I)(3) |
Floor or roof hole covers not secured |
Most Frequently Cited
Serious Construction Standards
Highway and Bridge Contractors
SIC 1611-1622 - 1998 Illinois
|
|
Rank |
Standard |
Description |
| 1 |
1926.501(b)(1) |
No fall pro above 6 feet |
| 2 |
1926.701(b) |
Unguarded rebar |
| 3 |
1926.550(a)(1) |
Use of crane/derrick not according
to manufacturer's specifications |
| 4 |
1926.652(a)(1) |
Unsafe trench |
| 5 |
1926.651(j)(2) |
Spoil stored within 2 feet of excavation |
| 6 |
1926.503(a)(1) |
No fall pro training |
| 7 |
1926.503(b)(1) |
No certification of fall pro training |
| 8 |
1910.252(a)(2)(vi)(c) |
Cutting performed on drums containing
flammable liquids |
| 9 |
1926.106(a) |
No life jackets when working over
or near water |
| 10 |
1926.501(a)(2) |
No fall pro at leading edges |
Most Frequently Cited
Serious Construction Standards
Sewer and Other Utility
Construction
SIC 1623 - 1998 Illinois
|
|
Rank |
Standard |
Description |
| 1 |
1926.652(a)(1) |
Unsafe trench |
| 2 |
1926.651(c)(2) |
No means of egress from trench |
| 3 |
1926.100(a) |
No hard hats |
| 4 |
1926.651(k)(1) |
No competent person for excavations |
| 5 |
1926.21(b)(2) |
Inadequate safety training |
| 6 |
1926.652(g)(2) |
Shield more than 2 feet above bottom
of trench |
| 7 |
1926.20(b)(1) |
Deficient safety program |
| 8 |
1926.651(k)(2) |
Competent person did not remove employees
from unsafe trench |
| 9 |
1926.20(b)(2) |
No competent person |
| 10 |
1926.652(g)(1)(iii) |
Trench cave-in hazard to employees
walking down toward shield |
Most Frequently Cited
Serious Construction Standards
Mechanical Contractors
SIC 1711 - 1998 Illinois
|
|
Rank |
Standard |
Description |
| 1 |
1926.652(a)(1) |
Unsafe trench |
| 2 |
1926.651(c)(2) |
No means of egress from trench |
| 3 |
1926.100(a) |
No hard hats |
| 4 |
1926.651(k)(1) |
No competent person for excavations |
| 5 |
1926.501(b)(1) |
No fall pro over 6 feet |
| 6 |
1926.20(b)(1) |
Deficient safety program |
| 7 |
1926.21(b)(2) |
Inadequate safety training |
| 8 |
1926.1053 (b)(1) |
Ladders not extended 3 feet above
landing |
| 9 |
1926.252(a) |
No chutes for debris dropped more
than 20 feet outside building. |
| 10 |
1926.21(b)(3) |
No training re: handling of poisons/caustics |
Most Frequently Cited
Serious Construction Standards
Painting Contractors
SIC 1721 - 1998 Illinois
|
|
Rank |
Standard |
Description |
| 1 |
1926.501(b)(1) |
No fall pro above 6 feet |
| 2 |
5(a)(1) - General duty clause |
No fall pro in extensible boom aerial
lift |
| 3 |
1926.451 (g)(1) |
No guardrails on scaffolds |
| 4 |
1926.453 (b)(2)(v) |
No fall pro in vehicle mounted extensible
boom aerial lifts |
| 5 |
1926.454(a) |
Inadequate scaffold safety training |
| 6 |
1926.451(g)(1)(ii) |
No body harness worn on suspended
scaffold |
| 7 |
1926.451(e)(1) |
Unsafe access to scaffold |
| 8 |
1926.451(f)(7) |
No competent person for scaffolds |
| 9 |
1926.451(b)(1) |
Scaffolds not fully planked |
| 10 |
1926.20 (b)(2) |
No competent person |
Most Frequently Cited
Serious Construction Standards
Electrical Contractors
SIC 1731 - 1998 Illinois
|
|
Rank |
Standard |
Description |
| 1 |
1926.405 (a)(2)(ii)(b) |
Runs of open conductors subject to
physical damage |
| 2 |
1926.20 (b)(1) |
Inadequate accident prevention program |
| 3 |
1926.453 (b)(2)(v) |
No fall pro in extensible boom aerial
lifts |
| 4 |
1926.405 (b)(2) |
Outlet boxes not covered |
| 5 |
1926.21(b)(2) |
Inadequate safety training |
| 6 |
1926.403 (I)(2)(1) |
No guarding of live parts above 50
volts |
| 7 |
1926.416 (a)(3) |
No warning signs where live circuits
exist |
| 8 |
1926.950 (b)(1) |
Power lines not tested to see if
de-energized. |
| 9 |
1926.416(a)(1) |
Employees not protected when working
near live electrical |
| 10 |
1926.403 (d)(1) |
Electrical equipment not securely
mounted |
Most Frequently Cited
Serious Construction Standards
Masonry Contractors
SIC 1741 - 1998 Illinois
|
|
Rank |
Standard |
Description |
| 1 |
1926.451 (g)(1) |
No guardrails on scaffolds |
| 2 |
1926.451 (e)(1) |
Unsafe access to scaffold |
| 3 |
1926.451 (c)(2) |
No base plates on scaffolds |
| 4 |
1926.20 (b)(1) |
Inadequate accident prevention program |
| 5 |
1926.451 (g)(1)(ii) |
No body harness worn on suspended
scaffold |
| 6 |
1926.454 (a) |
No scaffold safety training |
| 7 |
1926.451 (g)(4)(I) |
Guardrails not installed prior to
work on scaffold |
| 8 |
1926.451 (b)(1) |
Scaffold not fully planked |
| 9 |
1926.451 (f)(7) |
No competent person for scaffolds |
| 10 |
1926.100 (a) |
No hard hats |
Most Frequently Cited
Serious Construction Standards
Roofing and Siding Contractors
SIC 1761 - 1998 Illinois
|
|
Rank |
Standard |
Description |
| 1 |
1926.501(b)(10) |
No fall pro on low-slope roofs |
| 2 |
1926.503 (a)(1) |
No certification of fall pro training |
| 3 |
1926.501 (b)(13) |
No fall pro in residential |
| 4 |
1926.20 (b)(1) |
Inadequate accident prevention program |
| 5 |
1926.20 (b)(2) |
No competent person |
| 6 |
1926.451 (g)(1)(I) |
No fall pro on ladder jack scaffolds |
| 7 |
1926.1053 (b)(1) |
Ladders not extended 3 feet above
landing |
| 8 |
1926.501 (b)(3) |
No fall pro in hoist areas |
| 9 |
1926.501 (b)(11) |
No fall pro on steep roofs |
| 10 |
1926.451(g)(1) |
No guardrails on scaffolds |
Most Frequently Cited
Serious Construction Standards
Steel Erection Contractors
SIC 1791 - 1998 Illinois
|
|
Rank |
Standard |
Description |
| 1 |
5 (a)(1) - General duty clause |
No fall pro in extensible boom aerial
lifts |
| 2 |
1926.105(a) |
No fall pro above 25 feet for decking
and connecting |
| 3 |
1926.20 (b)(1) |
Inadequate accident prevention program |
| 4 |
1926.21 (b)(2) |
Inadequate safety training |
| 5 |
1926.20 (b)(2) |
No competent person |
| 6 |
1926.451 (g)(1) |
No guardrails on scaffolds |
| 7 |
1926.501 (b)(1) |
No fall pro at open sides |
| 8 |
1926.701 (b) |
Unguarded rebar |
| 9 |
1926.750 (b)(2)(I) |
No fall pro in steel erection |
| 10 |
1926.451(e)(1) |
Unsafe access to scaffold |
1998 Significant Enforcement Action for
Construction in Illinois
Penalty Craft Major Issues
1) $63,000 Painting Lead
2) $51,000 General Contractor Fall Protection,
Welding, Confined Space, Rebar, Multi-employer
3) $49,000 Trenching Unsafe Trench
4) $47,600 Mason Scaffolds
5) $32,000 Trenching Unsafe Trench
6) $28,500 Trenching Unsafe Trench
7) $27,000 Mason Scaffolds, Fall protection
8) $24,000 Insulation contractor Asbestos
9) $23,000 Trenching Unsafe Trench
10) $22,650 Mason Scaffolds, Safety programs,
Wall Bracing
11) $19,000 Shingling Roof Fall Protection
12) $18,900 Trenching Unsafe trench, Unsafe
crane
13) $15,200 Mason Scaffolds
14) $14,400 Flat roofing Roof Fall Protection
15) $14,275 Highway Bridge Fall Protection
16) $14,000 Plastering Scaffolds
17) $13,600 Painting Bridge Fall Protection
18) $13,500 Flat roofing Roof Fall Protection
19) $12,800 Trenching Unsafe trench
20) $12,232 Mason Lead
21) $12,000 Trenching Unsafe trench
22)$12,000 Flat roofing Roof Fall Protection
23) $12,000 Flat roofing Roof Fall Protection
24) $12,000 Heavy Construction Confined
Space, welding
25) $11,800 Construction Mgr Electrical,
Fall Protection
|