Inspection Type |
Referral
|
Scope |
Partial
|
Safety/Health |
Safety
|
Close Conference |
2015-05-20
|
Case Closed |
2015-12-09
|
Related Activity
Type |
Inspection |
Activity Nr |
1071411 |
Safety |
Yes |
|
Type |
Inspection |
Activity Nr |
1076604 |
Safety |
Yes |
|
Type |
Referral |
Activity Nr |
985747 |
Safety |
Yes |
|
Violation Items
Citation ID |
01001 |
Citaton Type |
Other |
Standard Cited |
19260752 A01 |
Issuance Date |
2015-10-13 |
Abatement Due Date |
2015-11-06 |
Current Penalty |
2500.0 |
Initial Penalty |
2800.0 |
Final Order |
2015-11-20 |
Nr Instances |
1 |
Nr Exposed |
1 |
FTA Current Penalty |
0.0 |
Citation text line |
29 CFR 1926.752(a)(1): Before authorizing the commencement of the steel erection, the controlling contractor did not ensure the steel erector was provided notification that the concrete in the footings, piers and walls and the mortar in the masonry piers and walls has attained, on the basis of an appropriate ASTM standard test method of field-cured samples, either 75 percent of the intended minimum compressive design strength or sufficient strength to support the loads imposed during steel erection: Location: 535 Zegra Ave. On or about: 05/19/15 a) Employees were engaged in steel erection activities. The steel erector was not provided with the written notification that the concrete in the footings has attained, on the basis of an appropriate ASTM standard test method of field-cured samples, either 75 percent of the intended minimum compressive design strength or sufficient strength to support the loads imposed during steel erection. |
|
Citation ID |
01002 |
Citaton Type |
Other |
Standard Cited |
19260752 A02 |
Issuance Date |
2015-10-13 |
Abatement Due Date |
2015-11-06 |
Current Penalty |
2500.0 |
Initial Penalty |
2800.0 |
Final Order |
2015-11-20 |
Nr Instances |
1 |
Nr Exposed |
4 |
FTA Current Penalty |
0.0 |
Citation text line |
29 CFR 1926.752(a)(2): Before authorizing the commencement of the steel erection, the controlling contractor did not ensure that the steel erector was provided notification of any modifications to the anchor bolts. Location: 535 Zerega Ave. On or about: 5/19/15 a) Numerous anchor rods were field modified without the approval of the structural engineer. Anchor rods were not imbedded in to the concrete foundation to the depth specified in the engineering blueprints. Written notification was not provided to the steel erector of field modifications prior to steel erection. |
|
|