A T-bone interchange is essentially a compacted directional T interchange with sharper turns and a lower capacity, built when there is insufficient land or funds to build a directional T. Its two flyover/flyunder ramps contract together after passing over the through highway, but then they split into two segments, resembling the bone in a T-bone steak.

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There is a rarely used, unnamed type of interchange using a grade-separated design, similar to the at-grade design known as a "synchronized split-phasing intersection".[7] It is somewhat like the diverging windmill except that left turn exits use left directional ramps, which, as with the diverging windmill, merge on the left. One such interchange formerly existed between Interstate 95 and I-695 north of Baltimore, which has since been replaced by a four-level stack. There are few of these "synchronized split-phasing" interchanges, including one in Birmingham, Alabama between I-65 and I-20/I-59, locally called Malfunction Junction (33.521505°N 86.826564°W). Another is located in Riyadh, Saudi Arabia between the Eastern Ring Road and the Southern Ring Road (24.630868°N 46.803215°E). A variation of this type exists in Grand Rapids, Michigan between Interstate 196 and US 131, where only the opposing carriageways of US 131 cross over each other, while the carriageways for I-196 do not cross over, but pass through the interchange on different levels. Another variation of this type exists in Charlotte, North Carolina between I-77 and I-85, where only the opposing carriageways of I-77 cross over each other; there are loop ramps from I-77 northbound to I-85 southbound and also from I-77 southbound to I-85 northbound.

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A standard stack interchange includes roads on four levels, also known as a four-level stack: including the two perpendicular highways, and one more additional level for each pair of left-turn ramps. These ramps can be stacked in various configurations above, below, or between the two interchanging highways. This makes them distinct from Turbine interchanges, where pairs of left-turn ramps are separated but at the same level. There are some stacks that could be considered five-level; however, these remain four-way interchanges, since the fifth level actually consists of dedicated ramps for HOV/bus lanes or frontage roads running through the interchange.

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A similar concept involves a partial cloverleaf interchange ("parclo") type A4, since that type of junction involves turning traffic off the freeway turning left onto the arterial, though the arterial itself exits with loop ramps eliminating left-hand turns onto the freeway, as well as to not invoke at-grade crossings for left turns onto the freeway.

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There is a rarely used, unnamed type of interchange using a grade-separated design, similar to the at-grade design known as a "synchronized split-phasing intersection".[7] It is somewhat like the diverging windmill except that left turn exits use left directional ramps, which, as with the diverging windmill, merge on the left. One such interchange formerly existed between Interstate 95 and I-695 north of Baltimore, which has since been replaced by a four-level stack. There are few of these "synchronized split-phasing" interchanges, including one in Birmingham, Alabama between I-65 and I-20/I-59, locally called Malfunction Junction (33.521505°N 86.826564°W). Another is located in Riyadh, Saudi Arabia between the Eastern Ring Road and the Southern Ring Road (24.630868°N 46.803215°E). A variation of this type exists in Grand Rapids, Michigan between Interstate 196 and US 131, where only the opposing carriageways of US 131 cross over each other, while the carriageways for I-196 do not cross over, but pass through the interchange on different levels. Another variation of this type exists in Charlotte, North Carolina between I-77 and I-85, where only the opposing carriageways of I-77 cross over each other; there are loop ramps from I-77 northbound to I-85 southbound and also from I-77 southbound to I-85 northbound.

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It features directional ramps (no loops, or weaving right to turn left) and can use multi-lane ramps in comparatively little space. Some designs have two ramps and the "inside" thru road (on the same side as the freeway that ends) crossing each other at a three-level bridge. The disadvantage is that traffic of the terminating road enters and leaves on the passing lane.[8] The T interchange is preferred to a trumpet interchange because a trumpet requires a loop ramp by which speeds can be reduced, but flyover ramps can handle much faster speeds.

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^ Park KS, Raffeld M, Moon YW, Xi L, Bianco C, Pham T, Lee LC, Mitsudomi T, Yatabe Y, Okamoto I, Subramaniam D, Mok T, Rosell R, Luo J, Salomon DS, Wang Y, Giaccone G (Jul 2014). "CRIPTO1 expression in EGFR-mutant NSCLC elicits intrinsic EGFR-inhibitor resistance". The Journal of Clinical Investigation. 124 (7): 3003–15. doi:10.1172/JCI73048. PMC 4071378. PMID 24911146.

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Occasionally a third ramp can be routed around the loop instead of one of the non-looping ramps. A vehicle will therefore diverge from the continuous highway, cross it, turn 270 degrees left and cross the continuous highway again (or vice versa if the ramp is for traffic turning off the continuous highway). An example of this is where the Kingsway Tunnel terminates on the A59 in Liverpool, England – because of the steep gradient of the tunnel approach there was insufficient space for a simple left-turning ramp.

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A T-bone interchange is essentially a compacted directional T interchange with sharper turns and a lower capacity, built when there is insufficient land or funds to build a directional T. Its two flyover/flyunder ramps contract together after passing over the through highway, but then they split into two segments, resembling the bone in a T-bone steak.
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