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Inspection Detail

Inspection: 109892505 - Schiavone/Shea J/V

Inspection Information - Office: Manhattan Area Office

 

Inspection Nr: 109892505
Report ID: 0215000
Date Opened: 07/15/1997

Site Address:
Schiavone/Shea J/V
702 Hicks Street
Brooklyn, NY 11231

Mailing Address:
, , 00000

Union Status: Union

SIC:1622

NAICS: 0 


Inspection Type: Accident

Scope: Complete

Advanced Notice: N

Ownership: Private

Safety/Health: Safety

Close Conference: 08/14/1997

Planning Guide: Safety-Construction

Emphasis:

Case Closed: 04/23/1999


Related Activity
Type Activity Nr Safety Health
Accident 361838444
Violation Summary
Violations/Penalties Serious Willful Repeat Other Unclass Total
Initial Violations 4 4
Current Violations 3 1 4
Initial Penalty $14,000 $0 $0 $0 $0 $14,000
Current Penalty $6,700 $0 $0 $300 $0 $7,000
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 19260020 B02 12/04/1997 12/10/1997 $4,250 $4,000 $0 12/24/1997 F - Formal Settlement  
2. 01001B Serious 19260021 B02 12/04/1997 12/10/1997 $0 $4,000 $0 12/24/1997 F - Formal Settlement  
3. 01003 Other 19260350 A04 12/04/1997 12/09/1997 $300 $2,000 $0 12/24/1997 F - Formal Settlement  
4. 01004 Serious 19260800 G03 12/04/1997 12/10/1997 $1,225 $2,000 $0 12/24/1997 F - Formal Settlement  
5. 01005 Serious 19260800 R18 I 12/04/1997 12/09/1997 $1,225 $2,000 $0 12/24/1997 F - Formal Settlement  

Investigation Summary

Investigation Nr: 200850469
Event: 07/15/1997
One employee killed, two injured in train collision

At 12:15 p.m. during the second week of construction of a 600 ft deep, third water tunnel for New York City, Employees #1 and #2 were brakemen on a train that had just unloaded a concrete load at the construction site. While returning to the loading area, their train collided with an oncoming, fully loaded train at approximately the 4,270 ft mark, after passing the California switching device at 6,000 ft. Employee #1 was removed to Long Island College Hospital, where he was pronounced dead at 2:25 p.m. Employee #2 was hospitalized at Bellevue with a fractured leg. Employee #3, the operator of the other train, suffered a minor knee injury but did not require hospitalization. This job was being done in two phases: the first consisted of digging and debris removal, and the second consisted of pouring concrete. The tunnel was approximately 29,200 ft long and had a single lane track for the majority of the distance. There were two areas, both approximately 100 ft long, where there were two lanes, and these areas, at the 6,000 ft mark and the 25,000 ft mark, were used for trains to pass one another. The method used to control the train traffic, near the double lane areas, was a California switching device.

Keywords: FRACTURE, TUNNEL, BRAKEMAN, CONSTRUCTION, COLLISION, RAILROAD TRACK, STRUCK BY, SWITCHGEAR, RAILROAD, LEG

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 109892505 Fatality Amputation Occupation not reported
2 109892505 Hospitalized injury Other Occupation not reported
3 109892505 Non Hospitalized injury Other Occupation not reported
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