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Inspection Detail

Inspection: 312441736 - K2 Construction, Inc.

Inspection Information - Office: Department Of Labor, Licensing, And Regulation Division Of Labor And Industry Maryland Occupational Safety And Health

 

Inspection Nr: 312441736
Report ID: 0352450
Date Opened: 09/23/2008

Site Address:
K2 Construction, Inc.
10304 Iron Gate Road
Potomac, MD 20854

Mailing Address:
20639 Piney Branch Way, Potomac Falls, VA 20165

Union Status: NonUnion

SIC:1751

NAICS: 238350/Finish Carpentry Contractors


Inspection Type: Accident

Scope: Complete

Advanced Notice: N

Ownership: Private

Safety/Health: Safety

Close Conference: 09/23/2008

Planning Guide: Safety-Construction

Emphasis: L:Fall, S:Construction (1500-1799)

Case Closed: 01/15/2009


Related Activity
Type Activity Nr Safety Health
Accident 102362688
Violation Summary
Violations/Penalties Serious Willful Repeat Other Unclass Total
Initial Violations 2 2
Current Violations 2 2
Initial Penalty $2,500 $0 $0 $0 $0 $2,500
Current Penalty $2,500 $0 $0 $0 $0 $2,500
FTA Penalty $0 $0 $0 $0 $0 $0

Violation Items
# Citation ID Citaton Type Standard Cited Issuance Date Abatement Due Date Current Penalty Initial Penalty FTA Penalty Contest Latest Event Note
1. 01001 Serious 19260451 A01 11/03/2008 11/04/2008 $1,750 $1,750 $0 -  
2. 01002A Serious 19260451 A06 11/03/2008 11/06/2008 $750 $750 $0 -  
3. 01002B Serious 19260451 B01 11/03/2008 11/06/2008 $0 $0 $0 -  
4. 01002C Serious 19260451 B05 I 11/03/2008 11/06/2008 $0 $0 $0 -  
5. 01002D Serious 19260451 C02 III 11/03/2008 11/06/2008 $0 $0 $0 -  
6. 01002E Serious 19260451 F03 11/03/2008 11/06/2008 $0 $0 $0 -  
7. 01002F Serious 19260452 A02 11/03/2008 11/06/2008 $0 $0 $0 -  
8. 01002G Serious 19260452 A04 11/03/2008 11/06/2008 $0 $0 $0 -  
9. 01002H Serious 19260454 A 11/03/2008 12/08/2008 $0 $0 $0 -  

Investigation Summary

Investigation Nr: 202568374
Event: 09/22/2008
Employee Falls with Scaffold, Suffers Vertebrae Fracture

On September 22, 2008, Employee #1 was working with coworkers, installing 12 ft long sections of trim to a curved, front porch roof. The scaffold was erected by the president of the company and was located at the front porch. The work platform consisted of a 10 ft section of a Werner extension ladder with a piece of painted wood on top of the ladder as planking. The wood was 1-in. thick, 11-in. wide, and 7-ft, 10-in. long. The scaffold was 5-ft high, 6-ft long, and 4-ft wide. Another similar scaffold was erected on the other side of the porch at the same time. The porch floor was constructed of concrete and had two steps made of concrete and stone. The distance from the porch roof to the concrete floor was 9 feet. The distance from the porch roof to the ground was approximately 10 feet. The employee and two coworkers worked on the scaffold on the left side of the porch (as facing house), one on each end and one in the center. Their combined weight was approximately 300 to 350 pounds, and the weight of the trim material was approximately 50 pounds. At approximately 11:45 a.m., when employees accessed the work platform, the pole scaffold collapsed. The employee and coworkers fell to the ground with the scaffold components. The employee was taken to the hospital for back pain. Employee #1 suffered a fractured vertebra but was not hospitalized.

Keywords: FRACTURE, COLLAPSE, FALL, VERTEBRA, SCAFFOLD

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 312441736 Hospitalized injury Fracture Carpenters
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