5 26 6 26 7 26 8 26 9 27 0 27 1 27 2 27 3 27 4 27 5 27 6 27 7 27 8 27 9 28 0 28 1 28 2 28 3 28 4 28 5 28 6 28 7 28 8 28 9 29 0 29 1 29 2 29 3 29 4 29 5 29 6 29 7 29 8 29 9 and 30 0 based upon the total weight of the emulsion of a curing agent with reference to fig1 the samitron stiffness measurements of one embodiment represent the stabilized soil as the chip seal is approximately u00bd inch thick and the samitron depth measurement is about 9 inches this performance is comparable to that of the best quality aggregate bases used for interstate highway construction this shows that the present invention will perform at least as well as a moderate volume road and excellent as a parking lot fig1 represents approximately u00bd inch of a chip seal over top of native soil mixed with the present invention in a listing of potential embodiments the following chemical combinations are potential embodiments all percentages are based on weight of the emulsion the emulsions are between about 20 to.