the preferred embodiment herein described is not intended to be exhaustive or to limit the invention to the precise form disclosed . it is chosen and described to best explain the invention so that others skilled in the art might utilize its teachings . this invention entails a method of repairing broken electrical conduit embedded in a concrete foundation without breaking up the foundation and the specialized components used in the repair , namely , a reaming bit and various embodiments of a repair coupling . fig1 - 4 illustrate the specialized reaming bit of this invention ( designated generally as reference numeral 10 ), which is used to bore out the inner wall of the broken conduit end . reaming bit 10 has a conventional design and construction common for drill and milling tools and is intended for use with hand held power drills ( reference numeral 8 in fig5 and 6 ). as shown , reaming bit 10 includes an interchangeable cutting head 20 and pilot head 28 mounted on a mandrel 30 . it should be noted that the reaming bit could also be machined from a solid piece of metal stock ( not illustrated in the figures ) within the teaching of this invention . the multiple piece design allows interchangeable cutting heads of various sizes to be used with a standard mandrel assembly . as shown in fig1 - 4 , cutting head 20 has a cylindrical body 22 and six helical cutting blades 24 . cutting head 20 also has an axial through bore 21 , through which the mandrel extends . each cutting blade has a cutting edge and a cutting face that allows the material shaved from the conduit wall to be expelled upward . the outer diameter of cutting head 20 is sized to mill out and remove material from the inner wall of the broken conduit end to reduce the wall thickness to accommodate the repair coupling . generally , cutting head 20 is sized to remove approximately one half the thickness of the conduit wall . pilot head 28 has an axial through bore 29 , through which mandrel 30 extends . mandrel 30 has an integral cylindrical shoulder stop 32 and axial shank 34 that extends axially from opposite ends of the shoulder stop . as shown , cutting head 20 and pilot head 28 are mounted to the proximal end of shank 34 by a bolt 36 that is turned into a threaded axial bore 35 in shank 34 . the distal end of shank 34 is used to secure the reaming bit to the chuck of a power drill . a pin 38 extends through lateral bores in cutting head 20 and shank 34 to secure and prevent the cutting head from turning on the mandrel . the outer diameter of the pilot head 28 and shoulder stop 32 are sized to accommodate the inner and outer diameters of the broken conduit end , such that the pilot head is insertable into the broken conduit end and the oversized shoulder stop will abut against the conduit end . fig7 - 14 illustrate different embodiments of the repair couplings of this invention , which are used to join the broken conduit end to a new section of conduit . the repair couplings join the broken conduit ends to new sections of conduit . because electrical conduit is available in various standardized diameter sizes and wall thicknesses , the repair couplings of this invention are intended to be dimensioned into standardized sizes that accommodate the various diameter sizes and conventions of both plastic and metal electrical conduit . for example , different sizes of repair couplings will be used with each standardized diameter of the electrical conduit , i . e . 1 inch , 3 / 4 inch , etc . . . in addition , the teachings of this invention encompass variations in the repair coupling that will connect conduit of both identical ( straight couplings ) and differing diameter sizes ( reducer couplings ). fig7 and 8 illustrate the repair coupling of this invention designated a reference numeral 40 . repair coupling 40 has a single piece construction and is ideally formed from a plastic material , such as acrylonitrile - butadiene - styrene ( abs ) or polyvinylchloride ( pvc ), but can also be cast from a metal such as brass , aluminum or steel . repair coupling 40 has a tubular body with a larger diameter female end 42 and a smaller diameter male end 44 . repair coupling 40 is dimensioned so that male end 44 can be inserted directly into the reamed conduit end with a snug fit and a new section of conduit can be inserted into the female end . as shown , the thickness of the sidewall of male end 44 are significantly thinner than the sidewall of female end 42 , and is approximately one half the thickness of the sidewall of the reamed conduit end in which it is inserted . for a 3 / 4 inch sized repair coupling , the sidewall thickness at male end 44 is approximately 0 . 0640 inches ( generally ranging between 0 . 0600 - 0 . 0700 inches ) and the sidewall thickness at the female end is approximately 0 . 1260 inches ( generally ranging between 0 . 1200 - 0 . 1300 inches ). for a one inch sized repair coupling , the sidewall thickness at male end 44 is approximately 0 . 0675 inches ( generally ranging from 0 . 0670 - 0 . 0680 inches ) and the sidewall thickness at the female end is approximately 0 . 1425 ( generally ranging from 0 . 1400 - 0 . 1500 inches ). the tubular sidewalls of repair coupling 40 form a cylindrical passage therethrough . as shown in fig8 , the inner diameter of female end 42 is slightly greater than the inner diameter of male end 44 , which forms a shoulder 46 . shoulder 46 acts as a stop of the new conduit section . fig9 - 12 illustrate another embodiment of the repair coupling of this invention designated as reference numeral 50 . repair coupling 50 has a two piece component design that includes an inner sleeve 52 and an outer collar designated as 60 in fig9 and 11 and as 70 in fig1 and 12 . both the inner sleeve 52 and outer collar 60 and 70 may be formed from a plastic material , such as acrylonitrile - butadiene - styrene ( abs ) or polyvinylchloride ( pvc ), or cast from a metal such as brass , aluminum or steel . again , repair coupling 50 is intended to be sized and dimensioned into standard sizes that accommodate the various diameter sizes and conventions of both plastic and metal electrical conduit . generally , inner sleeve 52 is constructed of plastic and outer collars 60 and 70 are constructed of metal and are conventional conduit connectors of standard size . inner sleeve 52 has a generally tubular body with smooth axial bore 53 . as shown in fig1 and 12 , one end 54 of sleeve 52 is dimensioned for insertion into the reamed conduit end while the other end 56 is dimensioned for insertion into one end of outer collar 60 or 70 . as shown , outer collars 60 and 70 differ only in that collar 70 has a threaded mouth for receiving threaded electrical conduit , while collar 60 has a smooth mouth for receiving non - threaded conduit , such as emt ( electrical metallic tubing ). a small screw 62 is turned into a threaded side bore 63 in collar 60 to secure the new section of conduit into the collar . fig5 - 12 illustrate the various steps in the method of this invention for repairing the broken conduit end designated generally as reference numeral 2 embedded in a concrete foundation 3 . often the broken conduit end extending from the concrete foundation is jagged and uneven and may extend some distance above the foundation . initially , broken conduit end 3 is often cut at the surface of foundation 3 to provide a clean and straight end for repair , as shown in fig5 . as illustrated in fig5 and 6 , reaming bit 10 is used to mill out the inside of the broken conduit end 2 . pilot head 28 guides and centers cutting head 20 as a user inserts reaming bit 10 into broken conduit end 2 . the user inserts reaming bit 10 into the broken conduit end until shoulder stop 32 abuts the end of the conduit , whereby the rotating cutting head 20 reams out the inside of sidewall 4 to reduce the thickness of the conduit sidewall to a set depth substantially equal to the length of the cutting head . when reaming bit 10 is withdrawn from broken conduit end 2 , the inside of conduit sidewall 4 has been reamed out ( turned down ) to receive the repair coupling . next , the repair coupling is fitted to the reamed conduit end 2 ( fig6 and 7 ). typically , the male end of the repair coupling is hand pressed into the reamed conduit end and a joint compound is used to permanently join the repair coupling to the conduit . the last step , illustrated in fig8 and 12 is to connect a new section of conduit designated as reference numeral 6 in fig8 and 11 , and as 6 a in fig1 to the repair coupling . again a joint compound is typically used to join the new conduit section 6 while conduit section 6 a is joined by way of cooperating threads . once the new conduit section is joined , wiring can be run within the repaired conduit system . one skilled in the art will note several advantages of this repair method and specialized repair components of this invention . the method eliminates the need to breakup concrete foundations surrounding the broken conduit end , which greatly reduces the time and expense of the repair . the repair method requires only the specialized reaming bit and a repair coupling . the reaming bit is deigned to be used in any conventional handheld power drill , which is common and readily available at any construction site . in a matter of minutes , a single user can prepare a large number of broken conduit ends for repair , turning down the inside walls of the conduit with the drill mounted reaming bit . the reaming bit is a relatively small component that can be carried by workers with little inconvenience . the repair method also does not require the repairer to carry any other additional tools . the repair couplings are small , inexpensive piece parts , whose cost is significantly less than the cost of repairing a concrete foundation . the repair couplings are generally constructed from plastics and can be produced in various sizes in large quantities with great cost effectiveness . the single piece design of the first embodiment of the repair coupling is well suited for low cost plastic construction . the two piece design of the repair coupling of the second embodiment allows the combination of both plastic and metal conduit . building codes often require metal conduit be run from the foundation up . consequently , plastic conduit must often be mated with metal conduit at the foundation . the two piece design of the second embodiment allows plastic inner sleeves to be mated with plastic or metal collars . the repair coupling provides a convenient interconnection between the plastic conduit inside the foundation and metal conduit run above the foundation if required . in addition , the inner sleeves are designed to fit into conventional collars that are common and readily available in the industry further reducing costs . it should be noted that the repair method of this invention also provides a more structurally secure repair . patched concrete foundation never has the integrity of the original foundation and is subject to cracks , as well as an unsightly appearance . consequently , eliminating the need to break up and patch the concrete foundations is a significant advantage of this repair method . while the inside of the sidewalls of the conduit are turned down , the concrete foundation , which is left undisturbed around the conduit end , provides sufficient structural support to the repair coupling and new conduit sections . because the concrete foundation surrounds the broken conduit end , the turned down sidewall of the conduit is reinforced from outside forces that may fracture or crack the conduit . it is understood that the above description does not limit the invention to the details given , but may be modified within the scope of the following claims .