We operate a C560 (single wheel) and have had this happen to us before and we opted for a different airport. I use the airnav.com weight limitations for planning purposes. Some airports, it seems, are quite capable (lengthwise at least) to handle jet traffic but cant handle the weights. Worst one comes to mind was a 4000x60' concrete runway that was only certified to 6000 lbs single axle. I used to work for an engineering firm that conducted concrete compression testing on FAA projects. The FAA are very particular about the break numbers on runway. Most city street projects take a 14 and 28-day break. Meaning we take two samples from the mix trucks and cast them in a cyliner. When they solidify we split them from their cylinders with special tools, they set in a cure tank submerged in water for those days, are dried off, and are put on a hydraulic compressor for break numbers. Federal projects take a 3, 7, 14, and 28 day break and even the slightest deviation from the specified numbers can spell disaster for the contractor. This very rarely happens because we also do an aggregate test at the mix plant to make sure the proper proportions of aggregate are in the mix to assure the proper break limits. However we have had an FAA taxiway project fail once before and I believe they tore out the affected section and repoured it. I am not sure what underwriters, FAA, etc. would give you for guidance but from an field technicians point-of-view, the FAA has their requirements for strength spelled out very clearly for the contractors and the engineers who assure the concrete meets specs., so any guidance you get on weight limitations on a runway I would take very seriously.