DTM Caldwell

Client Name
DTM
Project Location
Noble County Ohio
Completion Date
Dec 2023
Solutions Provided
HDD, Project Management, Collaborative Delivery
Scope

This crossing was delivered along the north-south Interstate 77 corridor, and approximately 30 miles from the state border between West Virginia and Ohio. The crossing’s principal obstacle was the interstate itself – which may otherwise be characterized as a prominent four-lane divided highway. Located in the Marietta Plateau region of the Appalachian Highlands, the project area possesses somewhat prominent topographic expression with both steep hills and deep valleys. As a result, a significant elevation differential exists between the crossing’s end points. Moving from west to east, there is a net elevation loss of approximately 220 feet. The east side of the crossing, which exhibits the lesser elevation, was the nominal entry point. Due to workspace and topographical considerations, the east side was utilized to facilitate pull section staging and fabrication.  The HDD profile followed a 2,000-foot radius of curvature with various points of curvature and points of tangent along the subsurface path. The bore path crossed I-77 approximately 108 to 109 feet below the existing ground surface and Valley Road approximately 87 feet. The construction milestone included 100 ft 36” conductor casing 100 feet; Drilled out 2,175 ft with 10 5/8 pilot with gyroscopic steering; 18” ream pass, 30” ream pass, followed by swab pass; Moved rig to exit side and delivered a successful pipe pull with 3 mid-welds.

Challenges
  1. Elevation differential of more than 220 ft between entry and exit, presented challenges with hole stability, ground water flow issues.
  2. Highly fractured rock, approximately one third of the crossing length, could negatively impact pilot hole drilling or potentially result in caving in, creating obstructions during subsequent passes.
  3. Existing fractures and fissures within a bedrock mass inherently increase the risk of fluid loss and the potential for inadvertent returns. Portions of the crossing contained very poor-quality bedrock.
  4. Limited workspace for pull section staging on both sides of the crossing, required multiple tie-ins and rig move prior to pull back.

Gabe's Impact

2,175

Linear feet 20" steel pipe installed

30

Final ream (in inches)

220

Ft Elevation change

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