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Inspection Detail

Inspection: 301341335 - Northwest Arkansas Masonry

Inspection Information - Office: Wichita Area Office

 

Inspection Nr: 301341335
Report ID: 0729710
Date Opened: 09/30/1997

Site Address:
Northwest Arkansas Masonry
11850 Strang Line Rd
Olathe, KS 66062

Mailing Address:
P.O. Box 434, Avoca, AR 72711

Union Status: NonUnion

SIC:1741

NAICS: 0 


Inspection Type: Accident

Scope: Complete

Advanced Notice: N

Ownership: Private

Safety/Health: Safety

Close Conference: 11/19/1997

Planning Guide: Safety-Construction

Emphasis:

Case Closed: 12/16/2004


Related Activity
Type Activity Nr Safety Health
Accident 10850055
Accident 101850055
Referral 201841368 Yes
Violation Summary
Violations/Penalties Serious Willful Repeat Other Unclass Total
Initial Violations 5 1 6
Current Violations 5 1 6
Initial Penalty $9,900 $21,000 $0 $0 $0 $30,900
Current Penalty $6,930 $14,700 $0 $0 $0 $21,630
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 C01 II 03/19/1998 03/25/1998 $1,470 $2,100 $0 I - Informal Settlement  
2. 01002 Serious 19260451 C01 III 03/19/1998 03/25/1998 $1,470 $2,100 $0 I - Informal Settlement  
3. 01003 Serious 19260451 C02 03/19/1998 03/25/1998 $1,470 $2,100 $0 I - Informal Settlement  
4. 01004 Serious 19260451 F07 03/19/1998 05/05/1998 $1,470 $2,100 $0 I - Informal Settlement  
5. 01005 Serious 19260454 A 03/19/1998 03/30/1998 $1,050 $1,500 $0 I - Informal Settlement  
6. 02001 Willful 19260451 G04 I 03/19/1998 03/25/1998 $14,700 $21,000 $0 I - Informal Settlement  

Investigation Summary

Investigation Nr: 201841053
Event: 09/23/1997
FOUR EMPLOYEES INJURED IN SCAFFOLD COLLAPSE

Thirteen employees were working on a Morgen scaffold. The scaffold towers were 36 feet high, with a platform that was 22 feet high, and approximately 100 feet long. Approximately 300 cinder blocks were piled on the scaffold, with each block weighing 42 pounds. The employer had just raised the scaffold platform, using a winch to raise it above the cross braces positioned above the scaffold platform. The employer had tied off one tower at the south end of the tower, and was in process of obtaining stiff arms to continue tying off the scaffold. The employer also removed the cross bracing directly above the scaffold platform before placing a cross brace directly below the scaffold platform, causing weight to be applied to the cross bracing at the top of the 36-foot tower. This cross brace broke away from the second tower in the line, leaving inadequate support for the remainder of the scaffold. This caused a domino effect collapse of the scaffold from south to north. Nine of the employees were able to jump or hold onto the wall. Four employees went down with the scaffold, causing severe injuries to one and serious injuries to another one. One employee was treated and released and one was kept overnight and released.

Keywords: FRACTURE, COLLAPSE, LACERATION, BRACE, CONCRETE BLOCK, SCAFFOLD

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 301341335 Hospitalized injury Cut/Laceration Construction laborers
2 301341335 Hospitalized injury Fracture Construction laborers
3 301341335 Hospitalized injury Fracture Paperhangers
4 301341335 Non Hospitalized injury Cut/Laceration Brickmasons and stonemasons
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