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Inspection Detail
Inspection: 124596107 - L G & N Contractors
Inspection Information - Office: Ky Labor Cabinet Division Of Osh Compliance
Site Address:
L G & N Contractors
17004 Ashburton Place Lot 323
Louisville, KY 40245
Mailing Address:
132 Glenview Rd, Louisville, KY 40229
Union Status: NonUnion
SIC:1761
NAICS: 0
Inspection Type: Referral
Scope: Partial
Advanced Notice: N
Ownership: Private
Safety/Health: Safety
Close Conference: 03/17/1994
Planning Guide: Safety-Construction
Emphasis:
Case Closed: 03/15/1996
| Type | Activity Nr | Safety | Health |
|---|---|---|---|
| Referral | 900175217 | Yes |
| Violations/Penalties | Serious | Willful | Repeat | Other | Unclass | Total |
|---|---|---|---|---|---|---|
| Initial Violations | 1 | 2 | 3 | |||
| Current Violations | 1 | 2 | 3 | |||
| Initial Penalty | $600 | $0 | $0 | $0 | $0 | $600 |
| Current Penalty | $600 | $0 | $0 | $0 | $0 | $600 |
| FTA Penalty | $0 | $0 | $0 | $0 | $0 | $0 |
| # | Citation ID | Citaton Type | Standard Cited | Issuance Date | Abatement Due Date | Current Penalty | Initial Penalty | FTA Penalty | Contest | Latest Event | Note |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1. | 01001A | Serious | 19260451 M02 | 04/01/1994 | 03/11/1994 | $600 | $600 | $0 | 04/25/1994 | - | |
| 2. | 01001B | Serious | 19260451 A07 | 04/01/1994 | 04/07/1994 | $0 | $0 | $0 | 04/25/1994 | - | |
| 3. | 01001C | Serious | 19260451 A13 | 04/01/1994 | 03/11/1994 | $0 | $0 | $0 | 04/25/1994 | - | |
| 4. | 01001D | Serious | 19260451 M03 | 04/01/1994 | 03/11/1994 | $0 | $0 | $0 | 04/25/1994 | - | |
| 5. | 01001E | Serious | 19260451 M05 | 04/01/1994 | 03/11/1994 | $0 | $0 | $0 | 04/25/1994 | - | |
| 6. | 01001F | Serious | 19260451 M06 | 04/01/1994 | 03/11/1994 | $0 | $0 | $0 | 04/25/1994 | - | |
| 7. | 02001 | Other | 19260050 C | 04/01/1994 | 05/11/1994 | $0 | $0 | $0 | 04/25/1994 | - | |
| 8. | 02002 | Other | 19260050 D01 | 04/01/1994 | 05/11/1994 | $0 | $0 | $0 | 04/25/1994 | - |
Investigation Summary
On March 11, 1994, at approximately 11:20 a.m., a carpenter's bracket scaffold collapsed while Employees #1 and #2 were standing on the scaffold platform to nail down a corner of a roof frame on a single family, private home under construction prior to attaching tarpaper and shingles. The scaffold was 17 feet 2 inches above the ground in the area where Employees #1 and #2 fell. The scaffold platform consisted of a single aluminum walkboard 16 feet long and 12 inches wide with a rated load capacity of 250 pounds. No guardrails or toe boards were utilized and the platform was accessed from the roof. The only materials on the scaffold platform with them were hammers and their nail pouches. Employee #1 sustained a crushed artery in his right leg, and Employee #2 dislocated his left elbow. The scaffold fell when the metal bracket pulled free from the side of the structure. The brackets had been attached by Employee #1 using seven #16, double-headed nails. The bracket which fell had been attached five days previously. The nearest bracket was 11 feet 3 inches away.
Keywords: PLATFORM, ROOF, CONSTRUCTION, SCAFFOLD COLLAPSE, CRUSHED, DISLOCATED, FALL, FALL PROTECTION, ARTERY, SCAFFOLD
| # | Inspection | Age | Sex | Degree of Injury | Nature of Injury | Occupation |
|---|---|---|---|---|---|---|
| 1 | 124596107 | Hospitalized injury | Puncture | Roofers | ||
| 2 | 124596107 | Non Hospitalized injury | Dislocation | Roofers |