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Inspection Detail

Inspection: 302482468 - Pioneer Contracting Co Inc

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

 

Inspection Nr: 302482468
Report ID: 0352430
Date Opened: 04/07/1999

Site Address:
Pioneer Contracting Co Inc
3109 Bellona Avenue
Towson, MD 21204

Mailing Address:
8288 Telegraph Road, Suite C, Odenton, MD 21113

Union Status: NonUnion

SIC:1542

NAICS: 0 


Inspection Type: Accident

Scope: Complete

Advanced Notice: N

Ownership: Private

Safety/Health: Safety

Close Conference: 05/03/1999

Emphasis:

Case Closed: 09/22/2000


Related Activity
Type Activity Nr Safety Health
Accident 100964998
Violation Summary
Violations/Penalties Serious Willful Repeat Other Unclass Total
Initial Violations 9 14 23
Current Violations 9 14 23
Initial Penalty $13,199 $0 $0 $6,375 $0 $19,574
Current Penalty $6,600 $0 $0 $3,188 $0 $9,787
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 19260021 B02 06/16/1999 07/19/1999 $1,100 $2,200 $0 I - Informal Settlement  
2. 02001 Serious 19260095 A 06/16/1999 06/21/1999 $481 $962 $0 I - Informal Settlement  
3. 03001 Serious 19260152 A01 06/16/1999 06/20/1999 $275 $550 $0 I - Informal Settlement  
4. 04001 Serious 19260251 A06 06/16/1999 06/21/1999 $413 $825 $0 I - Informal Settlement  
5. 05001 Serious 19260350 A09 06/16/1999 06/21/1999 $481 $962 $0 I - Informal Settlement  
6. 06001A Serious 19260451 B04 06/16/1999 06/21/1999 $825 $1,650 $0 I - Informal Settlement  
7. 06001B Serious 19260451 G01 06/16/1999 06/21/1999 $0 $0 $0 -  
8. 06001C Serious 19260454 C03 06/16/1999 07/19/1999 $0 $0 $0 -  
9. 07001 Serious 19260550 A01 06/16/1999 06/19/1999 $1,100 $2,200 $0 I - Informal Settlement  
10. 07002 Serious 19260550 A19 06/16/1999 06/19/1999 $963 $1,925 $0 I - Informal Settlement  
11. 08001 Serious 19260701 B 06/16/1999 06/19/1999 $963 $1,925 $0 I - Informal Settlement  
12. 09001 Other 19260020 B02 06/16/1999 06/23/1999 $125 $250 $0 I - Informal Settlement  
13. 09002 Other 19260150 C01 VIII 06/16/1999 06/23/1999 $413 $825 $0 I - Informal Settlement  
14. 09003 Other 19260451 B01 06/16/1999 06/21/1999 $138 $275 $0 I - Informal Settlement  
15. 09004 Other 19260501 B15 06/16/1999 06/20/1999 $275 $550 $0 I - Informal Settlement  
16. 09005 Other 19260503 B01 06/16/1999 07/19/1999 $413 $825 $0 I - Informal Settlement  
17. 09006 Other 19260503 C03 06/16/1999 07/19/1999 $275 $550 $0 I - Informal Settlement  
18. 09007 Other 19260703 C03 06/16/1999 06/20/1999 $275 $550 $0 I - Informal Settlement  
19. 09008 Other 19261053 A01 II 06/16/1999 06/21/1999 $138 $275 $0 I - Informal Settlement  
20. 09009 Other 19261053 A02 06/16/1999 06/21/1999 $138 $275 $0 I - Informal Settlement  
21. 09010 Other 19261053 B01 06/16/1999 06/21/1999 $138 $275 $0 I - Informal Settlement  
22. 09011 Other 19261053 B15 06/16/1999 06/21/1999 $275 $550 $0 I - Informal Settlement  
23. 09012 Other 19261053 B16 06/16/1999 06/21/1999 $138 $275 $0 I - Informal Settlement  
24. 09013 Other 19261060 A 06/16/1999 07/19/1999 $275 $550 $0 I - Informal Settlement  
25. 09014 Other 09122106 B01 06/16/1999 06/23/1999 $175 $350 $0 I - Informal Settlement  

Investigation Summary

Investigation Nr: 200962819
Event: 04/06/1999
Truck crane overturns on unstable soil of highway shoulder

At 1:55 p.m. on April 6, 1999, Employee #1, a foreman, was operating a Grove 28-ton hydraulic truck crane in reverse, with its superstructure locks engaged, transporting material along the shoulder of the Interstate 695 outer loop. He was carrying a 7,400 lb, 12 ft tall by 32 ft long concrete form with 8 in. channels at a height of approximately 16 in. above the ground and the crane's boom almost fully retracted and at an angle of 26.3 degrees. At this angle, the crane's maximum lifting capacity was 9,106 lb. The shoulder of the highway was protected by concrete jersey barriers and varied in width from 10 ft 2 in. to 11 ft 3 in. from the inner side of the concrete jersey barriers to the interface of the earthen path along the shoulder and an embankment. The crane was 8 ft 8 in. wide between the outer sides of its opposing outriggers. A coworker was serving as signalman while standing in the right lane of I-695, which was closed to traffic. As Employee #1 backed the loaded crane, its right rear tire rolled onto the grade of the earthen path, causing the load to shift. The crane toppled over on its right side, ejecting Employee #1. He was not injured. Subsequent investigation found that, contrary to the manufacturer's recommendations, the crane was being operated on unstable ground inadequate to support the crane with or without a load. The path was neither level nor wide enough for sufficient clearance of the crane's outriggers. Employee #1 had 16 years of experience as a crane operator, but had little experience with soil stability.

Keywords: CLEARANCE, HIGHWAY, TRUCK CRANE, LOAD SHIFT, CONSTRUCTION, UNSTABLE SOIL, HIGHWAY SHOULDER, WORK SURFACE, BACKING UP, OVERTURN

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 302482468 Occupation Not Listed
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