Title Page

  • EXCAVATION PRE-DIG INSPECTION

  • Jobsite:

  • Date of Inspection:

  • Superintendent (s):

  • Competent Person:

  • Prepared by

Items for Inspection

GENERAL INFORMATION

  • 1.1 Competent Person

  • 1.2 Location of Excavation

  • 1.3 Brief Description of Work

  • 1.4 Brief Description of Trenching/Excavation Equipment

  • 1.5 Verification of Dig Permit/811 (if/when required)

  • 1.6 Start Date

  • 1.7 Expected Completion Date

  • 1.8 Depth (ft)

  • 1.9 Width (ft)

  • 1.10 Length (ft)

INSPECTION

  • 2.1 Were Visual Soil Test Made?

  • 2.2 Were Manual Soil Tests Made?

  • 2.3 Protective System (Trench Box, Sloping, Wood Shoring, Other)

  • 2.4 Are There Structures/Utilities/Nearby Objects that Might Become Unstable)

  • 2.5 Public Exposure?

  • 2.6 Visual Check for Unmarked Utilities Completed (manholes, etc?

  • 2.7 Utility Survey Drawings and Contract Drawings Checked? (As-built)

  • 2.8 Have Employees Received Trenching and Excavation Training?

DAILY CHECKLIST

  • 3.1 Excavations, adjacent areas, and protective systems inspected on a daily basis by a competent person before the start of work and when conditions of the excavation have changed (e.g. rain event)

  • 3.2 Employees are protected (struck by, emissions, etc.) from vehicular traffic and equipment

  • 3.3 All surface encumbrances (signs, poles, adjacent structures, buildings, roadways, sidewalks, walls, foundations, etc.) are removed or supported to safeguard employees

  • 3.4 All spoils are kept a minimum of two feet from the edge of the excavation or retaining device(s) are utilized

  • 3.5 Barriers provided around the perimeter of all excavations

  • 3.6 Walkways Have Guardrails

  • 3.7 Utility Companies Contacted, Utilities Located and Marked

  • 3.8 Underground installations protected, supported, or removed

  • 3.9 Stairway, ladder, or ramp provided in trenches/excavations four feet or more in depth (employee ramps designed by competent person, structural ramp for equipment designed by someone qualified in structural design) within 25 foot travel distance

  • 3.10 Employees protected from cave-ins when entering or exiting the excavation

  • Water removal equipment and conditions monitored by the competent person.

  • 3.11 Employees are protected from the accumulation of water (surface water diversion, well-point system, water pumps, etc.)

  • 3.12 Where a hazardous atmosphere exists or is expected to exist, the atmosphere has been tested before employees enter the excavation

  • 3.13 Members of support system securely fastened to prevent failure

  • 3.14 Excavations below footing or foundations designed by RPE

  • 3.15 Removal of support systems progresses from the bottom and members are released slowly as to note any indication of possible failure

  • 3.16 Backfilling progressing with the removal of the support system

  • 3.17 Excavation of material to a level no greater than two feet below the bottom of the support system and only if the system is designed to support the loads calculated for the full depth

  • 3.18 Shields installed to restrict lateral or other hazardous movement

  • 3.19 Employees are not in the shield system during any movement (vertical/horizontal)

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