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Pr oject Considerations for Horizontal Dir ectional Drilling   199

              •  Thermal: The difference between the temperature at initial
                 construction and the later operating temperature of the pipe-
                 line can result in tensile or compressive longitudinal stresses.
              •  External pressure: The pipeline is subjected to long-term exter-
                 nal pressure resulting from vertical loads that may be imposed
                 on the pipe from the overhead soil as well as possible surface
                 live or dead loads. These effects will typically be of greater
                 significance for a plastic (e.g., polyethylene) pipe than a steel
                 pipeline.

          External Coating
          External coatings used in HDD installations should be smooth and
          resistant to abrasion. Historically, pipelines installed by HDD in allu-
          vial soils have usually been coated with corrosion coating only.
          Weight coating is generally not required. The deep, undisturbed
          cover provided by HDD installation has proven adequate to restrain
          buoyant pipelines.
             The corrosion coating most often used on HDD crossings is thin
          film fusion bonded epoxy (see Fig. 5.11). This coating is popular
          because it is highly durable, and the field joints can be coated using a
          compatible fusion bonded epoxy system. For crossings installed in
          rock, highly abrasive soils, or soil conditions which might involve
          point loads, a protective coating should be used in addition to the cor-
          rosion coating. The protective coating need not have corrosion preven-
          tion properties, but must protect the underlying corrosion coating.

          5.3.6  Specifications and Drawings
          The HDD technical specifications should clearly define all details rela-
          tive to HDD performance. Job specific details such as pilot borehole tol-
          erances, water sources, and drilling fluid disposal requirements should
          be included in the specifications or an accompanying job specific section
          or a list of submittals. In addition to the technical specifications, the con-
          tract documents should contain a plan and profile drawing. The drawings

















     FIGURE 5.11  Coating inspection.
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