| Name: | HAYNES CONSTRUCTION COMPANY |
| Jurisdiction: | New York |
| Legal type: | FOREIGN BUSINESS CORPORATION |
| Status: | Active |
| Date of registration: | 18 Jan 2017 (8 years ago) |
| Branch of: | HAYNES CONSTRUCTION COMPANY, Connecticut (Company Number 0768426) |
| Entity Number: | 5069557 |
| ZIP code: | 06483 |
| County: | Albany |
| Place of Formation: | Connecticut |
| Address: | 32 Progress Avenue, Seymour, CT, United States, 06483 |
| Name | Role | Address |
|---|---|---|
| HASLAW, INC. | DOS Process Agent | 32 Progress Avenue, Seymour, CT, United States, 06483 |
| Name | Role | Address |
|---|---|---|
| PAUL HAYNES | Chief Executive Officer | 32 PROGRESS AVENUE, SEYMOUR, CT, United States, 06483 |
| Start date | End date | Type | Value |
|---|---|---|---|
| 2023-10-04 | 2023-10-04 | Address | 32 PROGRESS AVENUE, SEYMOUR, CT, 06483, USA (Type of address: Chief Executive Officer) |
| 2017-01-18 | 2023-10-04 | Address | 20 CHURCH STREET, HARTFORD, CT, 06103, USA (Type of address: Service of Process) |
| Filing Number | Date Filed | Type | Effective Date |
|---|---|---|---|
| 231004002058 | 2023-10-04 | BIENNIAL STATEMENT | 2023-01-01 |
| 210930000887 | 2021-09-30 | BIENNIAL STATEMENT | 2021-09-30 |
| 170118000301 | 2017-01-18 | APPLICATION OF AUTHORITY | 2017-01-18 |
| Inspection Nr | Report ID | Date Opened | Site Address | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 347897316 | 0213600 | 2024-11-14 | 393 PERRY STREET, BUFFALO, NY, 14204 | |||||||||||||||||||||||||||||||||||||
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| Citation ID | 01001 |
| Citaton Type | Serious |
| Standard Cited | 19260701 B |
| Issuance Date | 2025-01-06 |
| Current Penalty | 3496.0 |
| Initial Penalty | 3496.0 |
| Contest Date | 2025-01-24 |
| Nr Instances | 1 |
| Nr Exposed | 1 |
| Gravity | 1 |
| FTA Current Penalty | 0.0 |
| Citation text line | 29 CFR 1926.701(b): All protruding reinforcing steel, onto and/or into which employees could fall, was not guarded to eliminate the hazard of impalement: a) On or about 11/14/2024, at building 2; second floor west stairway area of the site, Buffalo, NY. Three number 8 deformed rebars were not capped. Employees were exposed to impalement hazard by un-protected reinforcing steels in the stairway area. Rebars were approximately 4 inches in height. NO ABATEMENT CERTIFICATION REQUIRED |
Date of last update: 07 Mar 2025
Sources: New York Secretary of State
