BALLASTING:—A great deal of the mileage was insufficiently ballasted. Speed of trains was restricted, riding qualities were wholly unsatisfactory, and the expense of constantly restoring track to passable surface and alignment was unnecessarily high.
Some of the more recently constructed main lines were fairly well ballasted when built, but a good deal of the ballast was, as is usual, absorbed in the embankment before it solidified. As the dump settled it left many sags and irregularities in the track. It was imperative to apply a very considerable amount of ballast in excess of what might be considered normal for older track. Most of this extra work has been performed. This experience in connection with new lines is common. Track is not usually considered to be stable until it has been ballasted three times. The use of heavier locomotives and cars, to secure economical operation, also necessitated heavier ballasting on certain sections.
The improvement in track conditions has been most marked, and we are now enjoying better riding, greater track stability, and less cost of maintenance.
BRIDGES, TRESTLES AND CULVERTS:—Prior to the period under review, the Intercolonial main line bridges had generally been replaced by heavier structures to carry larger and more powerful locomotives. But construction of double track at certain points necessitated new double track bridges, the most expensive one being over the Tantramar River in New Brunswick.
The situation on the branch lines, including the Halifax and Southwestern Railway was very unsatisfactory. The steel bridges were generally of insufficient strength to safely carry the heavy cars coming into general use on all roads. The wooden structures required complete replacement or very extensive repairs. While a considerable number on those branch lines require attention in the near future, most of them have been dealt with.
The National Transcontinental bridges were generally of a high standard, but some pile trestles, particularly at points where the foundations were uncertain, have been replaced.
On the Canadian Northern Quebec lines the bridge situation was very serious. Bridges are very numerous. The large steel ones were generally too light for heavy locomotives. Replacement of the timber structures was imperative. Traffic from the paper and pulp industry had so rapidly increased, that it could not well be handled with the comparatively small locomotives that could use the bridges. It was expedient to reduce the loads of large capacity cars, or to place lighter cars between them to ensure safety. Besides the inability to handle satisfactorily all of the traffic offered, the use of so many train units was extremely wasteful. There was no alternative but to replace most of the bridges.
This work was undertaken in the spring of 1918, to make the main line between Ottawa and Quebec, between Montreal and Joliette; between Garneau and Riviere au Pierre; and between Quebec and Chicoutimi; suitable for Mikado locomotives, with a tractive effort of 53,000 lbs. compared with those of 25,000 and 30,000 lbs. formerly available. With a very large increase in the tonnage and decrease in the number of trains, the economies in operation are very great.
On the Canadian Northern main lines between Ottawa and Port Arthur, and Toronto and Capreol, while steel bridges of high classification were provided over the principal streams many ravines were crossed by timber trestles, the intention being to fill them with earth when the lifetime of the original timber had expired and provide steel or concrete structures over the streams.