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Inspection Detail

Inspection: 311136170 - Saldanas Concrete Corp.

Inspection Information - Office: Long Island Area Office

 

Inspection Nr: 311136170
Report ID: 0214700
Date Opened: 01/06/2009

Site Address:
Saldanas Concrete Corp.
232 North Sea Road
Southampton, NY 11968

Mailing Address:
132 Monroe Street, Mastic, NY 11950

Union Status: NonUnion

SIC:1741

NAICS: 238140/Masonry Contractors


Inspection Type: Accident

Scope: Complete

Advanced Notice: N

Ownership: Private

Safety/Health: Safety

Close Conference: 06/19/2009

Emphasis: N:Trench, S:Residential Constr, S:Struck-By, S:Trenching

Case Closed: 05/27/2010


Related Activity
Type Activity Nr Safety Health
Accident 100151901
Referral 200157907 Yes
Violation Summary
Violations/Penalties Serious Willful Repeat Other Unclass Total
Initial Violations 5 5
Current Violations 5 5
Initial Penalty $5,400 $0 $0 $0 $0 $5,400
Current Penalty $3,780 $0 $0 $0 $0 $3,780
FTA Penalty $0 $0 $0 $0 $0 $0

Violation Items
# Citation ID Citation Type Standard Cited Issuance Date Abatement Due Date Current Penalty Initial Penalty FTA Penalty Contest Latest Event Note
1. 01001 Serious 5A0001 06/22/2009 06/25/2009 $1,500 $1,500 $0 -  
2. 01002 Serious 19260100 A 06/22/2009 06/25/2009 $195 $600 $0 I - Informal Settlement  
3. 01003 Serious 19260651 C02 06/22/2009 06/25/2009 $645 $1,050 $0 I - Informal Settlement  
4. 01004 Serious 19260652 A01 06/22/2009 06/25/2009 $1,095 $1,500 $0 I - Informal Settlement  
5. 01005 Serious 19260703 A02 06/22/2009 06/25/2009 $345 $750 $0 I - Informal Settlement  

Investigation Summary

Investigation Nr: 200151389
Event: 01/05/2009
Employee Is Crushed by Falling Concrete Wall, Later Dies

On January 5, 2009, several employees were digging out soil for footings under the vertical, recently poured cement walls of five window wells and one stairwell of a residential basement foundation. Apparently the footings were not poured and set before the vertical walls were constructed. The stairwell walls were approximately 19 ft long extending west to east, and the other 3 ft wide at the west end only, extending north to south, connecting that end to the main foundation. There was no east wall connecting the 19 ft vertical wall to the foundation at that point. Employees dug out the soil for the footings approximately 8-in. deep starting from the middle of the 19-ft vertical wall, approximately 6 ft eastwardly and stopped approximately 3 ft from the unattached end. There were two 4-in. by 4-in. diagonal wood braces extending from approximately mid-wall into the soil at the bottom of the excavation wall. At approximately 3:00 p.m. Employee #1 was waterproofing the outer 19-ft wall with tar. Apparently Employee #1 removed the east diagonal brace, near the unattached end, to waterproof the footprint area of where the brace contacted the wall. The 1,400-pound wall broke away from the foundation at the west end and the entire 19-ft by 8-ft concrete wall fell on Employee #1. Employee #1 sustained serious crushing injuries and was rushed to the hospital were he died later that day.%09

Keywords: FOOTINGS, CONCRETE SLAB, EXCAVATION, CRUSHED, BRACE, STRUCK BY, FALLING OBJECT

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 311136170 Fatality Other Occupation not reported
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