| Report on Code Compliance - Quick Pole Line Design Software | Yes | ||||||||||
| Summary by Section | Yes | Partial | No | N/A | Total Clauses | No | |||||
| 4 - General Requirements | 0 | 4 | 23 | 15 | 42 | Partial | |||||
| 5 - Clearances & Separations | 10 | 1 | 34 | 12 | 57 | N/A | |||||
| 6 - Line Grades | 1 | 6 | 0 | 3 | 10 | ||||||
| 7 - Assumed Loads | 12 | 2 | 3 | 5 | 22 | ||||||
| 8 - Strengths | 15 | 2 | 30 | 14 | 61 | ||||||
| 9 - Grounding & Mechanical Protection | 0 | 0 | 20 | 3 | 23 | ||||||
| 10 - Reliability Based Design | 0 | 0 | 1 | 0 | 1 | ||||||
| Total | 38 | 15 | 111 | 52 | 216 | ||||||
| 23% | 9% | 68% | |||||||||
| CSA C22.3 No.1 Overhead Systems (2015) | Compliant ? | Notes / Proof | 164 | ||||||||
| Contents | N/A | 0 | 0 | 0 | 1 | ||||||
| Technical Committee on Overhead Systems7 | N/A | 0 | 0 | 0 | 1 | ||||||
| Preface 11 | N/A | 0 | 0 | 0 | 1 | ||||||
| 1Scope13 | N/A | 0 | 0 | 0 | 1 | ||||||
| 2Reference publications14 | N/A | 0 | 0 | 0 | 1 | ||||||
| 3Definitions and abbreviations18 | N/A | 0 | 0 | 0 | 1 | ||||||
| 3.1 Definitions18 | N/A | 0 | 0 | 0 | 1 | ||||||
| 3.2 Abbreviations27 | N/A | 0 | 0 | 0 | 1 | ||||||
| 4General requirements27 | N/A | 0 | 0 | 0 | 1 | ||||||
| 4.1 General design and maintenance27 | N/A | 0 | 0 | 0 | 1 | ||||||
| 4.1.1 Multiple requirements27 | N/A | 0 | 0 | 0 | 1 | ||||||
| 4.1.2 Service and operating conditions27 | N/A | 0 | 0 | 0 | 1 | ||||||
| 4.1.3 Accessibility27 | No | 0 | 0 | 1 | 0 | ||||||
| 4.1.4 Climbing space28 | No | 0 | 0 | 1 | 0 | ||||||
| 4.1.5 Working space28 | No | 0 | 0 | 1 | 0 | ||||||
| 4.1.6 Obstruction in climbing space or working space28 | No | 0 | 0 | 1 | 0 | ||||||
| 4.1.7 Vegetation management29 | No | 0 | 0 | 1 | 0 | ||||||
| 4.2 Structures and attachments29 | No | 0 | 0 | 1 | 0 | ||||||
| 4.2.1 Protection against fires29 | No | 0 | 0 | 1 | 0 | ||||||
| 4.2.2 Protection against mechanical damage29 | No | 0 | 0 | 1 | 0 | ||||||
| 4.2.3 Insulation of energized conductors attached to structures29 | No | 0 | 0 | 1 | 0 | ||||||
| 4.2.4 Risers29 | Partial | Tests are provided for mechanical protection distance above comunications on joint use poles | 0 | 1 | 0 | 0 | |||||
| 4.2.5 Protection against climbing30 | No | 0 | 0 | 1 | 0 | ||||||
| 4.2.6 Protection against corrosion30 | No | 0 | 0 | 1 | 0 | ||||||
| 4.2.7 Grounding and insulating of guys31 | No | 0 | 0 | 1 | 0 | ||||||
| 4.2.8 Marking of guys31 | No | 0 | 0 | 1 | 0 | ||||||
| 4.2.9 Luminaires, luminaire span, and supply wires32 | No | 0 | 0 | 1 | 0 | ||||||
| 4.2.10 Traffic lights32 | No | 0 | 0 | 1 | 0 | ||||||
| 4.2.11 Trolley span wires and brackets32 | No | 0 | 0 | 1 | 0 | ||||||
| 4.3 Overhead conductors32 | N/A | 0 | 0 | 0 | 1 | ||||||
| 4.3.1 Identification32 | No | 0 | 0 | 1 | 0 | ||||||
| 4.3.2 Common neutral32 | Partial | Enabled, but no tests exist for electrical/grounding requirements | 0 | 1 | 0 | 0 | |||||
| 4.3.3 All-dielectric self-supporting (ADSS) fibre optic cables33 | Partial | ADSS cables are treated as communication cables for separation purposes. Less than standard separations to power wires will generate error messages. | 0 | 1 | 0 | 0 | |||||
| 4.3.4 Optical groundwire (OPGW)33 | Partial | Transitions between supply and communications space is not designed | 0 | 1 | 0 | 0 | |||||
| 4.4 Coordinated electrical protection33 | No | No evaluation is performed | 0 | 0 | 1 | 0 | |||||
| 4.5 Inductive coordination33 | N/A | 0 | 0 | 0 | 1 | ||||||
| 4.5.1 Supply and communication circuits33 | No | No induction tests are performed | 0 | 0 | 1 | 0 | |||||
| 4.5.2 Other wire facilities33 | No | No induction tests are performed | 0 | 0 | 1 | 0 | |||||
| 4.6 Special rules for communication lines33 | N/A | 0 | 0 | 0 | 1 | ||||||
| 4.6.1 Communication lines (including supply circuits used exclusively for the operation of communication circuits)33 | No | These cables can be placed where required, but are treated as communication cables for all tests/warnings | 0 | 0 | 1 | 0 | |||||
| 4.6.2 Communication circuits and communication equipment used exclusively in the operation of supply lines34 | No | 0 | 0 | 1 | 0 | ||||||
| 4.7 Changes in the vicinity of a line35 | No | 0 | 0 | 1 | 0 | ||||||
| 5Clearances, separations, and spacings35 | N/A | 0 | 0 | 0 | 1 | ||||||
| 5.1 Scope35 | N/A | 0 | 0 | 0 | 1 | ||||||
| 5.2 General application36 | N/A | 0 | 0 | 0 | 1 | ||||||
| 5.2.1 Construction and day-to-day clearances36 | Yes | 1 | 0 | 0 | 0 | ||||||
| 5.2.2 Vertical design clearances36 | Yes | All load cases (thermal and physical loading) are evaluated to determine the maximum sag of each attachment for clearance purposes. Thermal sags are evaluated under final conditions (Final after Creep and Final after Load) | 1 | 0 | 0 | 0 | |||||
| 5.2.3 Horizontal design clearances36 | Yes | The maximum horizontal deflection and location along the span is available in the Detailed Sag & tensions report | 1 | 0 | 0 | 0 | |||||
| 5.2.4 Conductor classification for clearances36 | Yes | All supply conductors treated as being uninsulated | 1 | 0 | 0 | 0 | |||||
| 5.2.5 Conductor temperature for thermal loading conditions36 | Yes | IEEE 738 calculations for over-capacity currents is not supported. For supply conductors, 100C will be the assumed thermal limit unless the wire is covered (80C). In the appropriate tests, additional guidance is provided for 50C if the results would be different. The designer is asked to consider if the 50C option is applicable. If greater than 100C is appropriate, there is no method for the designer to provide that value. | 1 | 0 | 0 | 0 | |||||
| 5.2.6 Neutral conductors and lightning protection wires37 | Yes | If a wire is identified as a Neutral wire, reduced clearances are available. | 1 | 0 | 0 | 0 | |||||
| 5.2.7 Wire or conductor swing for horizontal design clearances37 | No | No support for partially wind-sheltered wires is available | 0 | 0 | 1 | 0 | |||||
| 5.2.8 Insulator string swing for clearance calculations Transmission line structures37 | No | 0 | 0 | 1 | 0 | ||||||
| 5.3 Vertical design clearances and separations38 | N/A | 0 | 0 | 0 | 1 | ||||||
| 5.3.1 Vertical design clearances of wires and conductors above ground or rails38 | Yes | Exceptions - altitude adjustments not implemented. Snow depth adjustments only made for pedestrian clearance values | 1 | 0 | 0 | 0 | |||||
| 5.3.2 Vertical separations (heights) of supply equipment from ground38 | No | 0 | 0 | 1 | 0 | ||||||
| 5.3.3 Clearances over waterways39 | Yes | Exceptions - altitude adjustments not implemented. Clearance values are provided and tested against maximum requirement if the Proximity of the Span is set. Other aspects are left to the designer to determine what objective value is required. | 1 | 0 | 0 | 0 | |||||
| 5.3.4 Maximum height of wires and equipment above ground in the vicinity of airports39 | N/A | Requirements are not set in the CSA standard. Clearance values are provided, but it is left to the designer to determine what objective value is required. | 0 | 0 | 0 | 1 | |||||
| 5.4 Horizontal design clearances of wires and conductors from railway tracks39 | No | 0 | 0 | 1 | 0 | ||||||
| 5.5 Horizontal separations of supporting structures from railway tracks40 | No | 0 | 0 | 1 | 0 | ||||||
| 5.6 Horizontal separations of supporting structures from fire hydrants, street corners, curbs, and other buried services40 | N/A | 0 | 0 | 0 | 1 | ||||||
| 5.6.1 Horizontal separation from fire hydrants40 | No | 0 | 0 | 1 | 0 | ||||||
| 5.6.2 Horizontal separation from street corners41 | No | 0 | 0 | 1 | 0 | ||||||
| 5.6.3 Horizontal separation from curbs41 | No | 0 | 0 | 1 | 0 | ||||||
| 5.6.4 Horizontal separation from other buried services41 | No | 0 | 0 | 1 | 0 | ||||||
| 5.7 Clearances of wires, conductors, and equipment from buildings, signs, bridges, swimming pools, and similar plant41 | N/A | 0 | 0 | 0 | 1 | ||||||
| 5.7.1 General41 | N/A | 0 | 0 | 0 | 1 | ||||||
| 5.7.2 Clearances of supply conductors permanently attached to buildings41 | No | 0 | 0 | 1 | 0 | ||||||
| 5.7.3 Clearances of wires and conductors passing by or over buildings, signs, billboards, lamps, traffic signs, standards, and antennas (not attached)42 | Partial | Items can be defined as "Points of Interest" in the Span Profile of a span; which will calculate vertical clearances. Designer is required to determine appropriate value to compare to this. | 0 | 1 | 0 | 0 | |||||
| 5.7.4 Clearances from supply wires and conductors to bridges43 | No | as per 5.7.3 | 0 | 0 | 1 | 0 | |||||
| 5.7.5 Minimum separation of equipment and clearances of conductors over and adjacent to swimming pools43 | No | 0 | 0 | 1 | 0 | ||||||
| 5.7.6 Horizontal separations from supply equipment to buildings43 | No | 0 | 0 | 1 | 0 | ||||||
| 5.7.7 Clearances from propane tanks43 | No | 0 | 0 | 1 | 0 | ||||||
| 5.7.8 Clearances from other flammable hazards44 | No | 0 | 0 | 1 | 0 | ||||||
| 5.7.9 Clearances for other wire facilities44 | No | 0 | 0 | 1 | 0 | ||||||
| 5.7.10 Clearance from irrigation systems Lines operating at >66kV44 | No | 0 | 0 | 1 | 0 | ||||||
| 5.8 Clearances between wires and conductors of one line and wires, conductors, and structures of another line44 | N/A | Vertical and Horizontal clearances between supply conductors are not tested | 0 | 0 | 0 | 1 | |||||
| 5.8.1 Vertical clearances at crossings of line wires and conductors supported by different structures44 | No | 0 | 0 | 1 | 0 | ||||||
| 5.8.2 Clearances between conductors supported by different structures but not crossing each other45 | No | 0 | 0 | 1 | 0 | ||||||
| 5.8.3 Clearances in any direction between conductors of one line and supporting structures of another line45 | No | 0 | 0 | 1 | 0 | ||||||
| 5.8.4 Conductors energized at 230 kV phase-to-phase or greater46 | No | 0 | 0 | 1 | 0 | ||||||
| 5.9 Separations of supply-line conductors and conductor supports on the same supporting structure46 | N/A | 0 | 0 | 0 | 1 | ||||||
| 5.9.1 Horizontal separations or separations within 45° of the horizontal of supply-line conductors on the same supporting structure46 | No | 0 | 0 | 1 | 0 | ||||||
| 5.9.2 Vertical separations and clearances of supply-line conductors attached to the same supporting structure47 | No | 0 | 0 | 1 | 0 | ||||||
| 5.9.3 Separations in any direction other than horizontal or vertical between supply-line conductors47 | No | 0 | 0 | 1 | 0 | ||||||
| 5.9.4 Clearances in any direction from communication-line conductors to guys, span wires, or grounding conductors carried in aerial spans and attached to the same supporting structure48 | No | 0 | 0 | 1 | 0 | ||||||
| 5.9.5 Separations or clearances in any direction from supply conductors to other supply plant attached to the same supporting structure48 | No | 0 | 0 | 1 | 0 | ||||||
| 5.10 Joint-use clearances and separations Supply and communication plant48 | N/A | 0 | 0 | 0 | 1 | ||||||
| 5.10.1 Vertical separations at the structure Normal level arrangement48 | Yes | Exception: Switch handle separation of 100mm from communications. | 1 | 0 | 0 | 0 | |||||
| 5.10.2 Vertical separations at the structure Inverted level arrangement49 | No | 0 | 0 | 1 | 0 | ||||||
| 5.10.3 In-span vertical clearances49 | Yes | 1 | 0 | 0 | 0 | ||||||
| 5.10.4 Vertical runs attached to surface of structure50 | No | 0 | 0 | 1 | 0 | ||||||
| 5.10.5 Vertical runs not attached to surface of structure50 | No | 0 | 0 | 1 | 0 | ||||||
| 5.10.6 Clearances and separations between drops and service conductors on buildings50 | No | 0 | 0 | 1 | 0 | ||||||
| 5.11 Guys and guy attachments51 | N/A | No tests for climbing or working space obstruction. Supply guy location is not restricted and generates no warnings. | 0 | 0 | 0 | 1 | |||||
| 5.11.1 Guy attachments Joint-use structures51 | No | 0 | 0 | 1 | 0 | ||||||
| 5.11.2 Guys attached to joint-use structures51 | No | 0 | 0 | 1 | 0 | ||||||
| 5.11.3 Guys attached to remote structures51 | No | 0 | 0 | 1 | 0 | ||||||
| 5.11.4 Guys attached above current-carrying supply plant51 | No | 0 | 0 | 1 | 0 | ||||||
| 6Minimum grades of construction52 | N/A | 0 | 0 | 0 | 1 | ||||||
| 6.1 General52 | Yes | Designer must choose the applicable Line Grade | 1 | 0 | 0 | 0 | |||||
| 6.2 Order of grades52 | N/A | 0 | 0 | 0 | 1 | ||||||
| 6.3 Minimum grades of construction52 | N/A | 0 | 0 | 0 | 1 | ||||||
| 6.3.1 General52 | Partial | Designer must choose the applicable Line Grade | 0 | 1 | 0 | 0 | |||||
| 6.3.2 Crossings52 | Partial | Designer must choose the applicable Line Grade | 0 | 1 | 0 | 0 | |||||
| 6.3.3 Proximities52 | Partial | Designer must choose the applicable Line Grade | 0 | 1 | 0 | 0 | |||||
| 6.3.4 Joint use52 | Partial | Designer must choose the applicable Line Grade | 0 | 1 | 0 | 0 | |||||
| 6.4 Insulated cabled supply conductors53 | Partial | Designer must choose the applicable Line Grade | 0 | 1 | 0 | 0 | |||||
| 6.5 Multiple crossings53 | Partial | Designer must choose the applicable Line Grade | 0 | 1 | 0 | 0 | |||||
| 7Weather loads and assumed loads according to deterministic design methods53 | N/A | 0 | 0 | 0 | 1 | ||||||
| 7.1 General53 | Yes | Deterministic Weather Loads utilized. RBD method not available | 1 | 0 | 0 | 0 | |||||
| 7.2 Weather loads53 | Yes | 1 | 0 | 0 | 0 | ||||||
| 7.3 Assumed loads for wire and cable attachments53 | Yes | Hardware and splice assumed loads are not calculated. | 1 | 0 | 0 | 0 | |||||
| 7.4 General requirements Loads on supports54 | Yes | Longitudinal loads need to be added manually | 1 | 0 | 0 | 0 | |||||
| 7.5 Assumed vertical load on supports55 | N/A | 0 | 0 | 0 | 1 | ||||||
| 7.5.1 General55 | Yes | 1 | 0 | 0 | 0 | ||||||
| 7.5.2 Assumed vertical load on wood, concrete, and fibre-reinforced composite poles, metal structures, and towers55 | Yes | 1 | 0 | 0 | 0 | ||||||
| 7.5.3 Assumed vertical load on crossarm assemblies, pins, posts, insulators, and fastenings55 | No | Crossarm and hardware load limits are not tested | 0 | 0 | 1 | 0 | |||||
| 7.6 Assumed transverse load due to wind pressure55 | N/A | 0 | 0 | 0 | 1 | ||||||
| 7.6.1 Assumed transverse load due to wind pressure on wire and cable attachments55 | Yes | Partial Sheltering from wind is available at the project level, but not at individual pole spans. | 1 | 0 | 0 | 0 | |||||
| 7.6.2 Assumed transverse load on a structure55 | Yes | Wind load reduction for multiple wires at the same height is not supported | 1 | 0 | 0 | 0 | |||||
| 7.6.3 Assumed transverse load on pins, posts, insulators, and fastenings56 | No | 0 | 0 | 1 | 0 | ||||||
| 7.6.4 Assumed transverse load on wood, concrete, and fibre-reinforced composite poles, metal structures, towers, and guys56 | Yes | 1 | 0 | 0 | 0 | ||||||
| 7.7 Assumed loads on supports at angles56 | N/A | 0 | 0 | 0 | 1 | ||||||
| 7.7.1 General56 | Yes | 1 | 0 | 0 | 0 | ||||||
| 7.7.2 Assumed loads at angles on wood, concrete, and fibre-reinforced composite poles, metal structures, towers, and guy assemblies57 | Yes | 1 | 0 | 0 | 0 | ||||||
| 7.7.3 Assumed loads at angles on crossarms, pins, posts, insulators, and fastenings57 | No | 0 | 0 | 1 | 0 | ||||||
| 7.8 Assumed longitudinal loads on supports57 | N/A | 0 | 0 | 0 | 1 | ||||||
| 7.8.1 Assumed longitudinal load Terminations or tension changes: Grades 1, 2, and 357 | Partial | The Designer must determine the appropriate longitudinal loads and add to poles manually | 0 | 1 | 0 | 0 | |||||
| 7.8.2 Assumed longitudinal load Without terminations or tension changes58 | Partial | The Designer must determine the appropriate longitudinal loads and add to poles manually | 0 | 1 | 0 | 0 | |||||
| 7.9 Assumed loads on a main line at a common structure59 | Yes | Rule allowing reduction in Longitudinal load must be determined by designer manually and applied. | 1 | 0 | 0 | 0 | |||||
| 8Strength of supporting systems according to deterministic design methods59 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.1 General59 | Yes | All SHALL and SHOULD requirements are fully implemented | 1 | 0 | 0 | 0 | |||||
| 8.2 Materials60 | Partial | Pole, wire and foundation tests are implemented. Hardware limits are not evaluated. | 0 | 1 | 0 | 0 | |||||
| 8.3 Strength of supports60 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.3.1 Structures All grades60 | Yes | Tests for existing poles to 60% of required strength is not automated. | 1 | 0 | 0 | 0 | |||||
| 8.3.2 Vertical pull due to changes in elevation60 | No | 0 | 0 | 1 | 0 | ||||||
| 8.3.3 Spliced wood poles61 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.3.4 Stub-reinforced poles61 | No | 0 | 0 | 1 | 0 | ||||||
| 8.3.5 Pole top supports and pole top pins61 | Partial | Pole Top Extensions supported. Load tests not performed | 0 | 1 | 0 | 0 | |||||
| 8.3.6 Pole mounts61 | Yes | 1 | 0 | 0 | 0 | ||||||
| 8.3.7 Special wood structures61 | No | 0 | 0 | 1 | 0 | ||||||
| 8.3.8 Wood poles61 | Yes | Except: Class 7 and weaker poles not prevented on Grade 1 construction | 1 | 0 | 0 | 0 | |||||
| 8.3.9 Concrete poles61 | No | 0 | 0 | 1 | 0 | ||||||
| 8.3.10 Metal poles, metal towers, and metal supports62 | No | 0 | 0 | 1 | 0 | ||||||
| 8.3.11 Foundations and settings62 | Yes | Soil forces and moment strength requirements are currently computed. The vertical load bearing capacity is tested against known soil strengths. The lateral strength capacity tests are currently being re-worked for greater accuracy. The designer will need to consider if protection against washouts or debris slides is required. | 1 | 0 | 0 | 0 | |||||
| 8.3.12 Fibre-reinforced composite poles62 | No | 0 | 0 | 1 | 0 | ||||||
| 8.4 Guys, guy assemblies, and braces63 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.4.1 Application of guys63 | Yes | Except guy wire abrasion test and clause 8.4.1.5 which is under discussion to be removed from the standard. | 1 | 0 | 0 | 0 | |||||
| 8.4.2 Installation of anchorages63 | Yes | 1 | 0 | 0 | 0 | ||||||
| 8.4.3 Side-guyed structures Grades 1, 2, and 363 | Yes | Except distance limiation of 250m is not enforced. Line Grades to be determined and applied by the Designer. | 1 | 0 | 0 | 0 | |||||
| 8.4.4 Head-guyed structures64 | No | 0 | 0 | 1 | 0 | ||||||
| 8.4.5 Longitudinal guying requirements for combinations of messenger cable and wire at crossings65 | No | 0 | 0 | 1 | 0 | ||||||
| 8.5 Crossarms, pins, posts, and fastenings Grades 1, 2, and 365 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.5.1 Strength65 | No | 0 | 0 | 1 | 0 | ||||||
| 8.5.2 Strength of crossarms65 | No | 0 | 0 | 1 | 0 | ||||||
| 8.6 Strength of insulators65 | No | 0 | 0 | 1 | 0 | ||||||
| 8.6.1 Pin-type and post-type insulators65 | No | 0 | 0 | 1 | 0 | ||||||
| 8.6.2 Suspension-type insulators65 | No | 0 | 0 | 1 | 0 | ||||||
| 8.7 Supply conductors, supporting conductors, and messengers65 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.7.1 Materials65 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.7.2 Minimum rated strength Grade 166 | No | 0 | 0 | 1 | 0 | ||||||
| 8.7.3 Wire tension limits66 | Yes | For Deterministic Design only; not RBD | 1 | 0 | 0 | 0 | |||||
| 8.8 Lightning protection wires66 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.8.1 General66 | No | 0 | 0 | 1 | 0 | ||||||
| 8.8.2 Galvanized steel wire strand67 | Yes | 1 | 0 | 0 | 0 | ||||||
| 8.9 Trolley contact conductors67 | No | 0 | 0 | 1 | 0 | ||||||
| 8.10 Supply cables Grades 1, 2, and 367 | Yes | 1 | 0 | 0 | 0 | ||||||
| 8.11 Communication conductors and cables Grades 1, 2, and 367 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.11.1 Grade 367 | Yes | 1 | 0 | 0 | 0 | ||||||
| 8.11.2 Material Grades 1 and 267 | No | 0 | 0 | 1 | 0 | ||||||
| 8.11.3 Sags and tensions67 | Yes | Except tension at 15C is not tested | 1 | 0 | 0 | 0 | |||||
| 8.11.4 Communication conductors crossing over supply lines67 | No | 0 | 0 | 1 | 0 | ||||||
| 8.12 Communication drops and cables Grades 1 and 267 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.12.1 Communication drops and cables supported by messengers67 | No | 0 | 0 | 1 | 0 | ||||||
| 8.12.2 Communication drops or cables not supported by messengers Grades 1 and 267 | No | 0 | 0 | 1 | 0 | ||||||
| 8.13 Communication cables and messengers68 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.13.1 Communication cables68 | Yes | 1 | 0 | 0 | 0 | ||||||
| 8.13.2 Messengers68 | Yes | Except minimum stength not tested at crossings, galvanization not considered. | 1 | 0 | 0 | 0 | |||||
| 8.14 Supply and communications Messenger clamps and fastenings: Grades 1, 2, and 368 | No | 0 | 0 | 1 | 0 | ||||||
| 8.15 Supply and communications Cable attachments to suspension strand: Grades 1, 2, and 368 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.15.1 General68 | No | 0 | 0 | 1 | 0 | ||||||
| 8.15.2 Cable attachments at railway crossings69 | No | 0 | 0 | 1 | 0 | ||||||
| 8.16 Splices at crossings Grades 169 | No | 0 | 0 | 1 | 0 | ||||||
| 8.17 In-span taps at crossings Grades 1 and 269 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.17.1 Supply conductors greater than 750 V69 | No | 0 | 0 | 1 | 0 | ||||||
| 8.17.2 Supply conductors of 0 to 750 V and communication conductors69 | No | 0 | 0 | 1 | 0 | ||||||
| 8.18 Supply-line insulators69 | N/A | 0 | 0 | 0 | 1 | ||||||
| 8.18.1 General69 | No | 0 | 0 | 1 | 0 | ||||||
| 8.18.2 Selection of insulators69 | No | 0 | 0 | 1 | 0 | ||||||
| 8.18.3 Protection against arcing69 | No | 0 | 0 | 1 | 0 | ||||||
| 8.19 Communication and power line hardware70 | No | 0 | 0 | 1 | 0 | ||||||
| 9Grounding methods for supply systems less than or equal to 22 kV and communications facilities70 | N/A | 0 | 0 | 0 | 1 | ||||||
| 9.1 Supply systems less than or equal to 22 kV70 | N/A | 0 | 0 | 0 | 1 | ||||||
| 9.1.1 Conductors70 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.2 Ground resistance requirements70 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.3 Ground electrodes and connections71 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.4 Mechanical protection of supply grounding conductors72 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.5 Non-conducting covering for supply grounding conductors72 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.6 Interconnecting ground electrodes and grids72 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.7 Grounding metal and concrete poles72 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.8 Non-current-carrying items of supply and communication equipment72 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.9 Grounding lightning arresters72 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.10 Grounding pole-mounted equipment73 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.11 Gang-operated switches73 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.12 Ground interconnections73 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.13 Grounding of riser pipes and guards73 | No | 0 | 0 | 1 | 0 | ||||||
| 9.1.14 Grounding conductors on joint-use structures73 | No | 0 | 0 | 1 | 0 | ||||||
| 9.2 Grounding and bonding of communications facilities74 | No | 0 | 0 | 1 | 0 | ||||||
| 9.2.1 General74 | N/A | 0 | 0 | 0 | 1 | ||||||
| 9.2.2 Grounding and bonding intervals Aerial non-joint use74 | No | 0 | 0 | 1 | 0 | ||||||
| 9.2.3 Grounding and bonding intervals Aerial joint use: copper cables75 | No | 0 | 0 | 1 | 0 | ||||||
| 9.2.4 Grounding and bonding intervals Aerial joint use: fibre cables75 | No | 0 | 0 | 1 | 0 | ||||||
| 9.2.5 Grounding and bonding in the zone of influence of a substation75 | No | 0 | 0 | 1 | 0 | ||||||
| 9.2.6 Bonding and grounding with joint use on earth return and ungrounded (delta) supply systems75 | No | 0 | 0 | 1 | 0 | ||||||
| 10Reliability-based design method76 | No | 0 | 0 | 1 | 0 | ||||||