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Inspection Detail

Inspection: 107953184 - O.K. Construction Company Inc

Inspection Information - Office: Indiana Department Of Labor

 

Inspection Nr: 107953184
Report ID: 0551800
Date Opened: 08/15/1989

Site Address:
O.K. Construction Company Inc
Hebron Office Plaza #2 901 Hebron
Evansville, IN 47715

Mailing Address:
Attn Jim Hunter P O Box 264, Somerville, IN 47683

Union Status: NonUnion

SIC:1751

NAICS: 0 


Inspection Type: Accident

Scope: Partial

Advanced Notice: N

Ownership: Private

Safety/Health: Safety

Close Conference: 08/29/1989

Planning Guide: Safety-Construction

Emphasis:

Case Closed: 02/12/1990


Related Activity
Type Activity Nr Safety Health
Accident 360472179
Violation Summary
Violations/Penalties Serious Willful Repeat Other Unclass Total
Initial Violations 1 1
Current Violations 1 1
Initial Penalty $1,000 $0 $0 $0 $0 $1,000
Current Penalty $750 $0 $0 $0 $0 $750
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. 01001A Serious 2200080101 09/08/1989 09/11/1989 $750 $1,000 $0 I - Informal Settlement  
2. 01001B Serious 19260020 B01 09/08/1989 09/11/1989 $0 $0 $0 -  
3. 01001C Serious 19260021 B02 09/08/1989 09/11/1989 $0 $0 $0 -  
4. 01001D Serious 19260028 A 09/25/1989 10/02/1989 $0 $0 $0 -  
5. 01001E Serious 19260100 A 09/25/1989 10/02/1989 $0 $0 $0 -  

Investigation Summary

Investigation Nr: 758888
Event: 08/15/1989
TWO EMPLOYEES INJURED WHEN WOODEN ROOF TRUSS COLLAPSES

On August 15, 1989, the erection of 43-ft by 4-in. wood trusses had begun at the west end of the building. There were 42 common trusses and 6 hip ends. One double girder end truss had been set. Employees #1 and #2 were in the webbing of trusses on there way back toward west end adding more bracing when the truss system collapsed. Employees #1 and #2 fell with the trusses receiving cuts and bruises. Both employees were taken to the hospital and released. The trusses were supported by 8-ft high wood frame walls on the south and north sides that were not properly braced on the inside and outside of the building to prevent collapse. Contributing factors to the collapse may have been insufficient temporary bracing to hold the trusses in a safe condition; supported 1-in. by 4-in. lumber cut in short lengths and nailed with number eight nails instead of using 2-in. by 4-in. lumber as long as practical and nailed with number 16 nails for top-chord bracing; and no web-plane bracing along with inadequate top and bottom chord plane bracing. Trusses fell from the east end with a domino effect.

Keywords: TRUSS, GIRDER, COLLAPSE, LACERATION, BRACE, FALL, CONTUSION

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 107953184 Non Hospitalized injury Bruise/Contus/Abras Carpenters
2 107953184 Non Hospitalized injury Cut/Laceration Carpenters
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