Coatings Directional Boring Tim Jenkins Coatings Directional Boring

Coatings – Directional Boring Tim Jenkins

Coatings – Directional Boring Design Considerations (data collection) u Contributed coating failures n Pre-Operation steps n Post-Operation steps n

Design – Directional Boring Coatings n Data Collection for coating selection u Surrounding Environment t Soil composite u Location t Foreign lines – • Other pipelines • AC Transmission towers u Timeframe

Design – Directional Boring Coatings n n Powercrete – u 12 to 15 mils of FBE (Fusion bonded Epoxy) 3 M 6233 u Concrete polymer base outer coat 20 mils per application, two applications normally used u Typically 55 to 60 mils coating thickness FBE – Dual coat u 12 to 15 mils of 3 M 6233 u 20 mils of a Dual coat application of 3 M 6352 u Typically 35 mils total coating thickness

Design – Directional Boring Coatings Time frame considerations – n Powercrete – hand applied, 4 joints per 2 hours can be coated n FBE – Dual coat – assembly line, 3000 feet in three hours n

Design – Directional Boring Coatings n n n Durability – Powercrete – UV protected, more abrasive resistance in comparison to the FBE dual coat Recommended practice – u Abrasive environment use the Powercrete application, u In well known normal soil application, FBE dual coat acceptable and probably more cost effective

Design – Directional Boring Coatings n n Coatings Case history - Failures The most popular coating failure u Cathodic Shielding t Rock formation • Pipe wedge next to a rock formation at the point of coating holiday t Disbondment coating • Coating becomes disbondment from the surface of the pipe, but shields the CP from the surface of the metallic structure exposed under the coating

Cathodic Shielding - Rock

Cathodic Shielding – Coating Disbondment

Design – Directional Boring Coatings Case history - Failures n Thickness of coating application – u The thicker of the coating, less durable, more brittle n

Harlem RD Bore – Coating Failure

Design – Directional Boring Coatings n n n Coatings Case history - Failures Powercrete – u Flexibility – Degrees per pipe diameter u 1. 4° for 35 mils u. 75° for 55 mils FBE – Dual Coat – u Flexibility – Degrees per pipe diameter u 2. 8° for 35 mils

Design – Directional Boring Coatings n Coatings Case history – Failures FBE Dual coat more flexible than Powercrete But, , , n Powercrete more impact resistance than FBE n

Design – Directional Boring Coatings Powercrete application adhesive bond to the FBE, and the dual coat 3 M will result of complete pull out of coating application from the metal surface due to, coating flexibility angle being too great n In a normal pulling process, coating will be disbondment by layers and normally does not result in total removal n

Design – Directional Boring Coatings n Girth Welds – u Two part Liquid Epoxy used t Protal 7200 - 50° or greater t Protal 7125 - 50° or less t R 95 – Powercrete J (new) u Pipe Preparation – t Sand blasting – NACE 2 or SSPC-SP 10

Northern Loop – Hoover Bore Girth Welds

Design – Directional Boring Coatings n n n Transmission Class pipeline ECDA u Pipe thickness design u %SYMS ICDA u Internal Coupons u Probes u Inclination angle consideration t Do not get greater than the Critical Inclination angle t Inline Inspection – smart pigging

Pre-Operation Steps n n Columbia Gas needs to inspect all coated pipe line at the coating mill before the pipe is coated Corrosion Technicians are being trained, KTA certified Communication should be placed to Corrosion FLL by Supply chain Need to consider cost of technician or coating inspector to work order budget

Corrosion Department Inspecting Powercrete application for Maumee River Crossing

Pre-Operation Steps n n Pipe Inspected in the field by the corrosion department u Determine any coating defects due to shipment Pipe and girth welds coatings inspected in the field by the corrosion technicians u Dew point readings u Pipe Temperature u Chloride check u DFT u WFT u Observe Jeeping process – recommend voltage setting

Post Operation Steps n Survey – Coating and CP u CP – t CIS – Close Interval survey t External Coupons used u Coating t DCVG – Direct Current Voltage Gradient t ACVG – PCM – Alternate Current Voltage Gradient u Cost of survey new steel pipe by corrosion department should be considered on the work order budget