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Site Construction & Earthwork (02000-02999)

02216Test Hole Utility

UT · 2026 Standard SpecificationsRev. February 28, 2019Book pages 255256View official source ↗

Test-Hole Utility TEST -HOLE UTILITY

Part 1 — General

1.1 Section Includes

A.Procedure for test -hole operations to identify and locate utilities during construction activities.

1.2 Related Sections

A.Section 01721: Survey

1.3 References

A.CI/ASCE 38 -02: Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data

1.4 DEFINITIONS Not Used

1.5 Submittals

A.Provide records to the E ngineer within 5 working days of test -hole operations .

Part 2 — PRODUCTS Not Used

Part 3 — Execution

3.1 Preparation

A.Identify locations of possible conflicts including excavation, pipe culvert extensions, catch basins, and other construction elements to test -hole as requested by the Contractor and as determined by the Engineer.
B.Coordinate and c ooperate with the utility companies to protect their facilities.
C.Request permission to test -hole from the Engineer at least 24 hours prior to excavation. Test-Hole Utility

3.2 Exploration

A.Use vacuum excavation or other methods that protect the integrity of the utility.
B.Perform test -hole operations to provide Quality Level A per CI/ASCE 38 - 02.

3.3 Records

A.Measure and record utility location according to CI/ASCE 38- 02.
1.Measure and record horizontal and vertical location in project coordinate system p er Standard Specification 01721.
2.Measure and record d epth from grade, outside diameter, orientation, material composition, and configuration of non- encased, multi - conduit systems.

3.4 Backfill and Restoration

A.Backfill test-hole excavation according to utility owner ’s specifications when outside of roadway prism .
1.Backfill according to the most restrictive of either the Department’s or the utility owner’s specifications if test -hole excavation is within the roadway prism .
2.Backfill within 24 hours or as otherwise determined.
B.Backfill test-hole excavation to the same depths and grades with equivalent or better materials of surrounding pavement or terrain .
Source: Utah Standard Specifications for Road and Bridge Construction, 2026 Edition. Pages 255256 of 1,331.