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Inspection Detail

Inspection: 312770092 - Southern Decorative Concrete Inc.

Inspection Information - Office: Atlanta West Area Office

 

Inspection Nr: 312770092
Report ID: 0418200
Date Opened: 12/19/2008

Site Address:
Southern Decorative Concrete Inc.
1345 Piedmont Ave Ne
Atlanta, GA 30309

Mailing Address:
4131 Jiles Road Bldg C, Kennesaw, GA 30144

Union Status: NonUnion

SIC:1771

NAICS: 238140/Masonry Contractors


Inspection Type: Accident

Scope: Complete

Advanced Notice: N

Ownership: Private

Safety/Health: Safety

Close Conference: 06/15/2009

Emphasis: L:Fall, S:Fall From Height, S:Hispanic

Case Closed: 06/15/2009


Related Activity
Type Activity Nr Safety Health
Accident 100203066

Investigation Summary

Investigation Nr: 200203271
Event: 12/19/2008
19 Employees Are Injured When Canopy Walk Collapses, One Die

At approximately 9:00 a.m. on December 19, 2008, Employees were pouring concrete onto a metal decking (walking area) structure for the Atlanta Botanical Garden Canopy Walk construction project. They were working from an elevated structure approximately 400 ft long (compose of several 30 ft sections) and approximately 35 ft from the ground. After pouring approximately 25 to 30 yd of concrete, the structure suddenly collapsed, killing Employee #1 and injuring 19 others, 10 of those employees were hospitalized. Based on the onsite investigation and interviews, noncompliance with the shoring tower design caused the accident. The shoring contractor failed to comply with the design, because three of the steel beams used in shoring towers number 6 and 9 did not meet structural design requirements, and the helical anchor was inadequately embedded in the soil and not braced for shoring towers of 20 ft or greater in height requirement. Additionally, the shoring contractor did not provide the required diagonal cable bracings between the anchors. Anchors with shallow depths would make them highly susceptible to differential settlement and lateral movements. This created the collapse hazard. The shoring contractor had received instructions to provide lateral bracings. Seven anchors under tower number 7 and 8 had embedment depths that varied from 43 in. to 17 in., but none were braced.

Keywords: ANCHOR, SHORING, TOWER, COLLAPSE, WALK PLATFORM

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 312770092 Hospitalized injury Fracture Concrete and terrazzo finishers
2 312770092 Non Hospitalized injury Fracture Occupation not reported
3 312770092 Non Hospitalized injury Cut/Laceration Occupation not reported
4 312770092 Non Hospitalized injury Cut/Laceration Occupation not reported
5 312770092 Non Hospitalized injury Bruise/Contus/Abras Occupation not reported
6 312770092 Non Hospitalized injury Strain/Sprain Occupation not reported
7 312770092 Non Hospitalized injury Bruise/Contus/Abras Occupation not reported
8 312770092 Non Hospitalized injury Bruise/Contus/Abras Occupation not reported
9 312770092 Hospitalized injury Fracture Construction laborers
10 312770092 Hospitalized injury Fracture Concrete and terrazzo finishers
11 312770092 Hospitalized injury Fracture Carpenters
12 312770092 Hospitalized injury Fracture Concrete and terrazzo finishers
13 312770092 Hospitalized injury Fracture Carpenters
14 312770092 Hospitalized injury Cut/Laceration Carpenters
15 312770092 Fatality Fracture Carpenters
16 312770092 Hospitalized injury Fracture Concrete and terrazzo finishers
17 312770092 Hospitalized injury Fracture Concrete and terrazzo finishers
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