Information

  • Document No.

  • Audit Title

  • Client / Site

  • Conducted on

  • Prepared by

  • Location
  • Personnel

Inspection Certification

  • Select date

  • Add location
  • Subcontractor

  • Project Manager

  • Superintendent

  • Conducting Checklist:

  • Add signature

  • Excavation Permit Available?

  • Excavation Permit Number:

Inspection Purpose

  • Daily required inspection prior to begining

  • Routine inspection during work

  • After storm *rain, snow, etc

  • After hazardous condition

  • Other

  • Please Describe

Current Conditions

  • Terrain

  • Weather

  • Water accumulation

  • Traffic conditions

  • Heavy equipment location

  • Heavy materials location

  • Spoils location

  • Building proximity to spoils

  • Possible vibration sources

  • Previously disturbed soil

  • Trench width

  • Trench depth

  • Other trench characteristics

  • Access/egress conditions

  • Toxic or hazardous atmosphere source

  • Other

  • Changing Conditions/change of plan:

Site Survey

  • The excavation is within the original scope of the excavation permit

  • Excavation permit conditions for disposal, shielding, & training are being adhered to

  • Utility survey markings are complete, accurate, & legible

  • Storm drains are adequately protected from sediment

  • Excavated materials are at least 2' from the edge of excavation

  • Shoring equipment is damaged<br>(If yes please describe below)

  • Nature of damage:

Protective Systems

  • Check one of the following

  • Slope is 1.5:1

  • Slope is __________ based on soil type (Please fill in below)

  • Degree of slope:

Soils Analysis/Classification

  • Note: soil does not need to be reclassified every inspection but should be reviewed & updated if conditions change

  • SOIL CLASSIFICATION AND IDENTIFICATION The OSHA Standards define soil classifications within the Simplified Soil Classification Systems, which consist of four categories: Stable Rock, Type A, Type B, and Type C. Stability is greatest in Stable Rock and decreases through Type A and B to Type C, which is the least stable. Appendix A of the Standard provides soil mechanics terms and types of field tests used to determine soil classifications. 1.​Stable Rock • Natural solid mineral matter that can be excavated with vertical sides and remain intact while exposed. 2. Type A Soil • Cohesive soils with an unconfined compressive strength of 1.5 tons per square foot (TSF) or greater. • Cemented soils like caliche and hardpan are considered Type A. Soil is NOT Type A if: • It is fissured. • The soil is subject to vibration from heavy traffic, pile driving or similar effects. • The soil has been previously disturbed. • The material is subject to other factors that would require it to be classified as a less stable material. • The exclusions for Type A most generally eliminate it from most construction situations. 3. Type B Soil • Cohesive soil with an unconfined compressive strength greater than .5 TSF, but less than 1.5 TSF. • Granular cohesionless soil including angular gravel, silt, silt loam, and sandy loam. • The soil has been previously disturbed except that soil classified as Type C soil. • Soil that meets the unconfined compressive strength requirements of Type A soil, but is fissured or subject to vibration. • Dry rock that is unstable. 4.​Type C Soil • Cohesive soil with an unconfined compressive strength of .5 TSF or less. • Granular soils including gravel, sand and loamy sand. • Submerged soil or soil from which water is freely seeping. • Submerged rock that is not stable.

Soils Analysis Method(s)

  • Visual

  • Manual

Soil Characteristics (check all that apply)

  • Cemented

  • Layered

  • Cohesive

  • Moist

  • Dry

  • Saturated

  • Granular

  • Submerged

Soil Classification (check all that apply)

  • Type A

  • Type B

  • Type C

  • Stable Rock

The templates available in our Public Library have been created by our customers and employees to help get you started using SafetyCulture's solutions. The templates are intended to be used as hypothetical examples only and should not be used as a substitute for professional advice. You should seek your own professional advice to determine if the use of a template is permissible in your workplace or jurisdiction. You should independently determine whether the template is suitable for your circumstances.