On the contrary, on the routes I sign, there are a couple of high risk controlled signals where TPWS is not fitted where you'd think it should be.
Cove LC on the WCML is one of them. No overspeed or train stop loops on a 125mph line, approaching a CCTV level crossing. Quite extraordinary if you ask me!
Not an unusual occurrence on the top end of the WCML.
As, neither did Logan’s Road (in the Up direction) up until its recent resignalling. The down only had it by dint of its protecting signal also protecting a junction, and one with a severely reduced overlap at that.
Cleghorn also only has TPWS because all 4 of its protecting signals also protect Lanark Junction.
Also, slightly further north, but still in the former Motherwell SC area, Heatherbell LC doesn’t have any TPWS at all, and I’m fairly certain that it was resignalled to SSI after the initial nationwide introduction of TPWS.
What needs to be remembered is that TPWS only reduces the risk and lowers the potential collision speed, it doesn’t eliminate it in the way that ATP can. If a driver chooses to disregard the signal sequence and pile towards a red signal at 125mph (which would of course be fitted with TPWS+ for such a high speed) then he or she will still be doing a pretty horrific speed as they pass the protecting signal and then the obstruction. I’ve investigated enough SPADs where the overlap was used up and then some, sometimes due to equipment failure (signal returning to danger in the drivers face), sometimes due to operator error (brain fart moment of applying power towards a red aspect, usually after a station stop or being complacent that the signal will change as it always does).
For automatic signals it is of little more use than AWS (excepting the ability to blindly acknowledge the AWS and carry on). The probability of a preceding stopped train being just beyond the Red auto signal (inside the emergency braking distance) is slim. A full AWS initiated brake application will stop a train no different to a TPWS application (give or take a few seconds due to the potential for OSS+ and OSS initiating the application further out). Everything costs money, and someone somewhere does the calculation of risk versus cost. Installing TPWS to every signal would require a team of designers working flat out to alter the drawings of every signal, teams of installers to install the equipment, not to mention the added maintenance cost and potential for introducing failures. The incidence of rear end collisions from mistakenly passed Red auto signals is very very low, and remains so.
TPWS does have other uses also, and it is very successful in enforcing permanent speed restrictions (where only the OSS is installed)