Post Tension cables are shown with strands / tendons. The cables are lubricated between the plastic sleeve (sheathing) and the strands allowing cable stretching freely during the tensioning stage.

Tendons are sheathed with a tough plastic sleeve that prevents the tendons from bonding to the concrete. 
A coating of a grease lubricant between the plastic sleeve and the tendon strands inside allows the cable to stretch freely during the tensioning process. 
The tendons are unrolled across the  foundation for installation to the tensioning end (pocket end) with the anchor (dead end) on the opposite slab edge. Tendons don't have to run in completely straight lines.  The tendons can be diverted a foot or two to one side to avoid plumbing, forms or other items causing an obstruction, as long as the tendons (usually 1/2") follow a gradual curve.

     
 Post Tension slab shown at pre pour inspection.          Same slab shown just after concrete pour
 
The exact spacing of the tendons will vary depending on the thickness of the slab and other variables as determined by the foundation engineers design. A spacing of 3 to 4 feet on center in a crossed grid pattern is typically used on most residential post tensioned slabs in the San Antonio area.
The reinforcing strands/ tendons and their specialized end fittings are cast into the center of the slab thickness  before the concrete pour.  After the slab is poured the forms are wrecked (removed) and the slab is allowed to cure.  

Usually 4-7 days after the concrete of a post tension slab is poured and before it is totally cured, the contractor comes and tightens, stresses the strands/cables to within 7% of the engineers designed strength of between usually 27,000 and 35,000 psi. After the concrete has cured for a few days, each cable/ tendon, is stretched with a hydraulic post tensioning jack. The jack bears against one of the (pocket end) anchors that is embedded in the concrete and pulls the steel to a predetermined force. As the tensioning is occurring, the steel is being elongated, and the concrete is being compressed. When the proper tensioning force is reached, the prestressing steel is anchored in place. The anchors are designed to provide a permanent mechanical connection, forever keeping the steel in tension, and the concrete in compression.

                                                  
Post Tension Slab shown curing after the slab pour, forms removed, with cables waiting to be tensioned to engineers specifications (left). Post tensioning with hydraulic stressing jack shown (right).

 Image shows procedure for stressing of post tension slab cables. First the technician gauges a reference point on the cable, then using the tensioning hydraulic jack stresses the tendon to engineers requirements, then after stressing verifies elongation on tendon (cable) to be as needed.

Post-tensioned slabs puts the slab in tension after the concrete has cured. This can help to minimize cracking and differential settlement in adverse conditions. The result is a stiffer concrete member that is being actively compressed and has more capacity to resist tensile forces. Tendons (strands) have to be stressed at a specific time during the curing process, usually 4-7 days after concrete placement and specifically not more than 10 days. The stressing operation should start as soon as the concrete attains the proper strength.  Stressing them too late allows the slab to advance quite a bit through the curing stage. After a certain point, the slab is most likely getting too strong to allow the tensioning (stressing) process to close most cracks that opened up during the initial curing. 

 

  Apparent tensioned cable blow out -          
                    
From the above photo this appears to be a blowout in a post tension slab. The anchor shown should be embedded in the slab. Looks like there's concrete on the anchor here (in the pic) so the cable/ tendon was probably stretched as needed then had a blow out. Appears that cable and anchor have been exposed for a while due to the rusting. The size of the hole in the slab looks about the size of the anchor, another indication of a blowout. The effects of the blowout inside could have been just a loud bang with no damage or it could have tore up thru the concrete and flooring as it snapped. If so it may have been patched on the slab with an epoxy with the flooring redone. The repair could have been engineer approved or maybe not. 
But I also don't see why if they did resolve inside issues, if there was (damage) issues then why they didn't address the outside situation, the exposed, rusting outside slab reinforcement cable, wedge and anchor along with a good sized hole in the slab, it's a smoking gun indicating that there has been a structural issue with the foundation, even though a slab can still be sound with the blowout of just one tendon it should still be repaired on the outside as far as cutting and sealing the affected area.
Also, as seen in the picture there is not the required 4" slab exposure below the stucco, which of course is even more of an issue since there is a hole in the slab. A minimum of 4" is required at the base of the wall between masonry and finished grade for proper drainage and to avoid water intrusion into the exterior wall assembly.

Post tensioned slabs have, as noted gained in popularity over the years especially with the local San Antonio volume builders, mostly due to cost factors and even due to time factors. Post tension slabs do have more of a risk then the more expensive rebar slab foundations that still seem to be preferred by local custom builders. One risk with Post Tension Sabs is that there is a risk when chipping, cutting or drilling into the slab foundation for repairs or remodeling. Snapping a tendon (cable) is the big concern with post tension slabs when changes or repairs dictate alterations in the concrete. If penetrating into the slab is needed it is highly recommend to have the location of tendons identified.                                                                                                                                  
The initial risk for post tension slab foundations is due to the possible problems of improper stressing of the post tension cables. When errors are made on-site during the post-tensioning process, the ability of the reinforcement to prevent cracking is decreased. As a result, even though post-tensioning is meant to help prevent a slab from cracking, the slab can still crack if the tensioning process is not done correctly. But this concern can be overcome by good engineering and the contractors proper execution of engineers specifications for foundation placement and tensioning. Otherwise, issues can possibly develop, leading to costly repairs and an unhappy homeowner down the road that is stuck with structural issues and/or expensive repair costs.

See additional Slab Foundation info @: http://www.jwkhomeinspections.com/blog/joe-keresztury-san-antonio-home-inspector-new-home-slab-foundation.html

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by Joseph W.  Keresztury, CPI - JWK Inspections, San Antonio Home Inspector

Pictures by JWK Inspections, Evaluation & Certification Services, Home Inspector Pro/ David Nasser