I had read some reports on concrete tie failure online & to the extent I still remember them, concrete ties from the 80’s were prone to rail-seat wear, right under the rails. This caused the tie to fail sooner than the 20+ years promised by the tie manufacturers & expected by the railroads. So some railroad in the eastern US, might have been Norfolk Southern, decided to not pursue concrete ties even though the technology kept improving.
Also consider the weight of each of these ties. Traditional wooden ties (7” tall, 9” wide and 8’6” long) weigh around 235 lbs according to the Railway Tie Association. Concrete mainline ties from CXT (8.6” tall, 13” wide and 8’6” long) weigh around 700 lbs & the humongous concrete ties that Rail.One (9” tall, 11” wide and 8’6” long) came up with for the high-axle load unit-train transporting coal, in the Powder River Coal Basin tracks weigh 882 lbs. So concrete ties cannot be easily moved manually requiring semi-automated or completely automated installation & maintenance. So the skill of the workforce & the tools required for wood & concrete ties are different.
The upfront cost of the ties & the tools / equipment needed for concrete ties are also more & if the track does not see high traffic either at high speeds or with high-axle loads, then concrete ties may not be a practical choice for that particular route.
Also for switches the tie length & location of the fastening system have to be determined far in advance while making the concrete tie, making it inflexible if needed in another location that has a different turnout number.
So even though they maintain the track gauge closer to the required dimensions compared to wooden ties, can be spaced further than wooden ties (24” tie spacing for concrete ties, while only 19.5” for wooden ties) resist shifting forces better owing to their massive weight & last relatively longer, it is not needed or used in every route.
These are just my opinion,
Thanks,
Naveen Rajan