Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,198,892Inspections Most recent open 2026-09-03 Last loaded 2026-09-07

OSHA Inspection: MARLON ESTEBAN GENERAL CONSTRUCTION, LLC

Referral inspection · Safety discipline

On , OSHA opened a referral safety inspection of MARLON ESTEBAN GENERAL CONSTRUCTION, LLC in 1126 MIFFLIN STREET, PHILADELPHIA, PA 19148 (NAICS 238140). OSHA activity number 348394545.

What this inspection record means

OSHA opens inspections for many reasons: routine scheduling under a national or local emphasis program, an employee complaint or referral, or a follow-up after a reported injury. Opening or conducting an inspection is not itself an allegation or a finding that this employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

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Site address
1126 MIFFLIN STREET
City
PHILADELPHIA
State
PA
ZIP
19148
Mailing
40 MARIAN CT., UPPER DARBY, PA 19082
Inspection type
Referral (C)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
Non-union (B)
Opened
Closing conference
Last modified
Data loaded
NAICS code
238140
Employees
5
Ownership type
Private (A)

4 citations on file for this inspection.

1926.20 B01

Serious Gravity 10 1 instance 4 exposed
Issued
Dec 17, 2025
Abate by
Feb 5, 2026
Penalty
Initial $4,965 · Current $4,965
29 CFR  1926.20(b)(1):The employer did not initiate and maintain such programs as may be necessary to comply with this part:  a) Jobsite located at 1126 Mifflin Street, Philadelphia, PA. - The employer did not develop and implement an accident prevention program to include, but not limited to, identification and control of hazards, training and education, and work safety rules and procedures to enable employees to recognize and avoid unsafe conditions and hazards.  Condition was noted on or about July, 24, 2025.
Recent events (1)
  • · Z (S) $4965

1926.451 B01

Serious Gravity 10 1 instance 3 exposed
Issued
Dec 17, 2025
Penalty
Initial $4,965 · Current $4,965
29 CFR 1926.451(b)(1):Each platform on all working levels of scaffolds was not fully planked or decked between the front uprights and the guardrail supports as specified in paragraphs 1926.451(b)(1)(i)-(ii):  a) Jobsite located at 1126 Mifflin Street, Philadelphia, PA. - The employer did not ensure that all working levels of the supported tubular welded frame scaffold were fully planked or decked between the front uprights and the guardrail supports, thus exposing the employees working from the 2nd working platform of the scaffold to fall hazards of up to 14 feet.  Condition was observed on or about July 24, 2025.
Recent events (1)
  • · Z (S) $4965

1926.451 E01

Serious Gravity 5 1 instance 4 exposed
Issued
Dec 17, 2025
Penalty
Initial $3,547 · Current $3,547
29 CFR  1926.451(e)(1):When scaffold platforms were more than 2 feet (0.6 m) above or below a point of access, portable ladders, hook-on ladders, attachable ladders, stair towers (scaffold stairways/towers), stairway-type ladders (such as ladder stands), ramps, walkways, integral prefabricated scaffold access, or direct access from other scaffold, structure, personnel hoist, or similar surface was not used.  Crossbraces were used as a means of access:  a) Jobsite located at 1126 Mifflin Street, Philadelphia, PA. - The employer did not ensure that employees were provided with a safe means to access and egress the supported tubular welded frame scaffold. The employees utilized a window for access and egress then climbed the outside of the scaffold frame to access the next scaffold level.   Condition observed on or about July 24, 2025.
Recent events (1)
  • · Z (S) $3547

1926.451 G01 VII

Serious Gravity 10 1 instance 3 exposed
Issued
Dec 17, 2025
Penalty
Initial $4,965 · Current $4,965
29 CFR  1926.451(g)(1)(vii):Each employee on a scaffold, not otherwise specified in paragraphs (g)(1)(i) through (g)(1)(vi) of this section, more than 10 feet (3.1 m) above lower level was not protected from falls by the use of personal fall arrest systems or guardrail systems meeting the requirements of paragraph (g)(4) of this section:  a) Jobsite located at 1126 Mifflin Street, Philadelphia, PA. -The employer did not ensure employees conducting masonry operations from a supported tubular welded frame scaffold, approximately 30 feet above the ground level, was protected from falls by the use of a fall protection system.  Condition was observed on or about July 24, 2025.
Recent events (1)
  • · Z (S) $4965

This record is reproduced from the U.S. Department of Labor Open Data API (OSHA inspection dataset). OSHA publishes its own view of this case as inspection number 348394545.

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