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Pages 107-124

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From page 107...
... C-1 A P P E N D I X C Countermeasure Cost-Effectiveness Summary After individual poles or a series of poles along a corridor are identified as high-risk (either based on utility pole crashes or based on their placement in high-risk locations) , the next questions relate to what treatments may be justified.
From page 108...
... C-2 Utility Pole Safety and Hazard Evaluation Approaches A summary is given below of the results of the cost-effectiveness analysis for each type of countermeasure and the results from the study by Zegeer and Parker (1983)
From page 109...
... Countermeasure Cost-Effectiveness Summary C-3 TABLE C1: SUMMARY OF BENEFIT/COST RATIOS FOR UNDERGROUNDING TELEPHONE LINES IN URBAN AREAS
From page 110...
... C-4 Utility Pole Safety and Hazard Evaluation Approaches TABLE C2: MINIMUM ANNUAL NUMBER OF UTILITY POLE CRASHES REQUIRED PER MILE FOR UNDERGROUNDING This is particularly true for situations where the telephone poles are currently within 5 feet of the roadway and the traffic volume exceeds 5,000 vehicles per day (vpd) , with a relatively clear and level roadside.
From page 111...
... Countermeasure Cost-Effectiveness Summary C-5 the road in the after condition. Also, relocating telephone poles is generally more cost-effective than relocating electric poles due to the considerably lower cost for moving telephone poles.
From page 112...
... C-6 Utility Pole Safety and Hazard Evaluation Approaches REDUCE POLE DENSITY Reducing utility pole density can include three different types of strategies: (1) increasing the spacing between poles, (2)
From page 113...
... Countermeasure Cost-Effectiveness Summary C-7 Multiple pole use, or doubling up the types of utility lines carried by the same poles, has been a common practice by utility companies for many years. This includes having electric, telephone, cable, television, and other communication services, in addition to supporting luminaires along highway rights-of-way, in an effort to decrease distribution costs.
From page 114...
... C-8 Utility Pole Safety and Hazard Evaluation Approaches TABLE C4: SUMMARY OF BENEFIT/COST RATIOS FOR MULTIPLE POLE USE TABLE C5: SUMMARY OF THE MINIMUM NUMBER OF UTILITY POLE CRASHES TO ENSURE COST-EFFECTIVENESS OF MULTIPLE POLE USE IN URBAN AREAS COMBINE REDUCTION IN POLE DENSITY AND POLE RELOCATION FURTHER FROM THE ROAD This treatment is less common since it not only requires space to move the pole further from the road but also means that the utility owner must decide to use more structurally strong poles in order to handle the added weights per pole of having increased spacing. Costs for this measure
From page 115...
... Countermeasure Cost-Effectiveness Summary C-9 were calculated based on costs obtained from numerous utility company owners for various pole treatment situations.
From page 116...
... C-10 Utility Pole Safety and Hazard Evaluation Approaches TABLE C6: SUMMARY OF BENEFIT/COST RATIOS FOR BREAKAWAY POLES (ASSUMING A 30% AND 60% REDUCTION IN INJURIES AND FATAL CRASHES) COUNTERMEASURE COST-EFFECTIVENESS The analysis results from the 1983 FHWA Zegeer and Parker study were compiled into a format that allows a user to quickly determine what countermeasures are generally cost-effective for a given set of site-specific conditions.
From page 117...
... Countermeasure Cost-Effectiveness Summary C-11 recommended prior to the final selection of a countermeasure, and the Utility Pole User Guide allows for such a more refined cost-effective analysis to select the optimal solution for a given roadway and utility pole situation. SELECTION OF COST-EFFECTIVE COUNTERMEASURES Based on the calculation of B/C ratios for the utility pole treatments discussed above, the Zegeer and Parker study developed a series of tables that provide an overview of which countermeasures are generally cost-effective (i.e., have a B/C cost ratio of 1.0 or above)
From page 118...
... C-12 Utility Pole Safety and Hazard Evaluation Approaches corresponding to this set of conditions would have several cost-effective countermeasures, including relocation of poles to 10 feet (assuming adequate right-of-way exists and there is a circled R) , breakaway poles (B)
From page 119...
... Countermeasure Cost-Effectiveness Summary C-13 poles/towers since none of these treatments was cost-effective due to the extremely high cost of moving these poles and/or the high cost of undergrounding the power lines. TABLE C8: GUIDELINES FOR COST-EFFECTIVE COUNTERMEASURES FOR UTILITY POLE CRASHES: TELEPHONE LINES AND POLES IN RURAL AREAS It should be noted that the information in Tables C9 through Table C12 provides general guidelines on which of the countermeasures are cost-effective for a given combination of site conditions, using average countermeasure costs obtained from dozens of utility companies across the nation.
From page 120...
... C-14 Utility Pole Safety and Hazard Evaluation Approaches TABLE C9: GUIDELINES FOR COST-EFFECTIVE COUNTERMEASURES FOR UTILITY POLE CRASHES: ONE-PHASE ELECTRIC DISTRIBUTION LINES (< 69 kV)
From page 121...
... Countermeasure Cost-Effectiveness Summary C-15 TABLE C10: GUIDELINES FOR COST-EFFECTIVE COUNTERMEASURES FOR UTILITY POLE CRASHES: ONE-PHASE ELECTRIC DISTRIBUTION LINES (< 69 kV)
From page 122...
... C-16 Utility Pole Safety and Hazard Evaluation Approaches TABLE C11: GUIDELINES FOR COST-EFFECTIVE COUNTERMEASURES FOR UTILITY POLE CRASHES: THREE-PHASE ELECTRIC DISTRIBUTION LINES (<69 kV)
From page 123...
... Countermeasure Cost-Effectiveness Summary C-17 TABLE C12: GUIDELINES FOR COST-EFFECTIVE COUNTERMEASURES FOR UTILITY POLE CRASHES: THREE-PHASE ELECTRIC DISTRIBUTION LINES (< 69 kV)

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