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Inspection Detail

Inspection: 104454863 - John R. Mulford & Son, Inc.

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

 

Inspection Nr: 104454863
Report ID: 0352410
Date Opened: 09/23/1993

Site Address:
John R. Mulford & Son, Inc.
Cypress Street
Millington, MD 21651

Mailing Address:
Po Box 19, Galena, MD 21635

Union Status: NonUnion

SIC:1521

NAICS: 0 


Inspection Type: Accident

Scope: Partial

Advanced Notice: N

Ownership: Private

Safety/Health: Safety

Close Conference: 09/28/1993

Planning Guide: Safety-Construction

Emphasis:

Case Closed: 12/17/1993


Related Activity
Type Activity Nr Safety Health
Accident 360619621
Violation Summary
Violations/Penalties Serious Willful Repeat Other Unclass Total
Initial Violations 4 1 5
Current Violations 3 2 5
Initial Penalty $6,200 $0 $0 $0 $0 $6,200
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 Other 19260451 A03 11/10/1993 11/16/1993 $0 $1,050 $0 I - Informal Settlement  
2. 01002 Serious 19260451 A04 11/10/1993 11/16/1993 $500 $1,050 $0 I - Informal Settlement  
3. 01003 Serious 19260451 Y04 III 11/10/1993 11/10/1993 $1,000 $2,050 $0 I - Informal Settlement  
4. 01004 Serious 19260451 Y06 11/10/1993 11/10/1993 $1,000 $2,050 $0 I - Informal Settlement  
5. 02001 Other 19260020 B01 11/10/1993 11/10/1993 $0 $0 $0 -  

Investigation Summary

Investigation Nr: 170068266
Event: 09/22/1993
Two employees injured in fall when scaffold collapses

On September 22, 1993, at approximately 10:45 a.m., employees of John R. Mulford & Son, Inc., were repairing the roof on a two story wood dwelling in Millington, MD. Employees #1 and #2 were installing shingles from an unguarded 14 inch Werner Task Master scaffold plank 18 feet high on a pump jack scaffold 30 feet in length. A third employee was climbing an extension ladder used to gain access to the left front of the scaffold. The right pole, 24 feet in height, approximately 4 inches in width, and consisting of two 16 foot 2 by 4s and two 8 foot 2 by 4s inches, failed 7 feet 10 inches from the bottom. As a result, the right side of the pump jack scaffold collapsed when the bracing at the top of the pole pulled out of the eave of the roof where it was attached with 16 penny nails. Employees #1 and #2 fell 18 feet to the ground while the third employee's ladder came to rest against the eave. Employee #1 received bruises and lacerations, and was treated and released. Employee #2 complained of back pain and was admitted for observation at Kent's Queen Ann Hospital. No one at the site was familiar with pump jack installation or inspection requirements.

Keywords: ROOF, WORK RULES, CONSTRUCTION, PUMP JACK SCAFFOLD, SCAFFOLD COLLAPSE, LACERATION, FALL, FALL PROTECTION, BRACING, UNTRAINED

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 104454863 Non Hospitalized injury Cut/Laceration Roofers
2 104454863 Hospitalized injury Strain/Sprain Roofers
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