The cost of maintaining macadamised roadways as compared with that of granite setts has been said to be as high as 5 to 1 and that this cost if capitalised for 12 or 13 years will equal the first expense, interest on money, and the necessary repairs for a granite paved roadway.

The following table gives the cost per annum per square yard for the maintenance of macadamised roadways in different places, so far as I have been able to collect them:

s.d. s.d.
Bristol 4 to10
Charing Cross (London) 50 (now paved)
Exeter 6 26 including cleansing
Glasgow 8¹⁄₂
Leeds 10 12
Liverpool 2 26
Manchester 6 18
Merthyr Tydfil 4¹⁄₂
Newcastle13 including watering
Paris 9¹⁄₄109
Parliament Street(London) 36 repairs only
Regent Street(ditto) 37 (now paved with wood)
Stockton 9 16
Sheffield18 20
Wakefield 10 all paved streets now.

In Birmingham the macadamised streets have worn down 6 inches in one year, with a traffic of 2484 vehicles passing in 10 hours.

With reference to the great cost of maintenance in Paris, the following particulars[22] may here be given;

“The surface of the street is picked by gangs of men, metal from 2¹⁄₂ to 9 inches in thickness is then laid on, a coating of sand is then spread upon it, it is watered and rolled at per kilometre ton, that is, at per ton weight of roller per kilometre travelled, at a cost of about 15·33d. per ton mile for the first 250,000 ton miles, and at reduced rates for additional service. The materials used for the roads are flints costing 4s. 6¹⁄₂d. per cubic yard for light traffic roads; for medium traffic, hard millstone at 11s. 4d.; and for the heaviest and greatest traffic, porphyry at 15s. 9d. The average total cost of maintenance of the streets is 1s. 8¹⁄₂d. per square yard per annum for the first-class roads, and 1s. 1¹⁄₂d. for the lighter traffic; the highest cost for maintenance is as high as 10s. 9d. per square yard, the lowest 9¹⁄₄d. per annum.”

It may be well to mention that 73 per cent. of the streets in Paris are paved, 5 per cent. are coated with asphalte, and 22 per cent. are macadamised.

The contour, or best form of cross section that should be given to a roadway, has often exercised the minds of engineers, but for all practical purposes evenness of surface and regularity of section in a macadamised roadway are of more importance than the slight difference between straight lines and curves, which might only tend to confuse the workmen. Formerly it was the practice to employ a complicated gauge in the form of a straight-edge fitted with plummet or level and sliding bars, but a good eye, assisted by a long straight-edge and spirit-level and three boning rods, is generally found to be sufficient, and if the centre of the roadway is kept level with the heel of the footpath, a sightly cross-section is generally the result; or say 6 inches to 9 inches higher in centre of a roadway 30 feet in width between the kerbs, 3 inches to 4 inches where it is from 18 to 20 feet in width.

The following detailed section of a macadamised roadway is one which I am in the habit of specifying for suburban districts, as it is easily set out and constructed, and answers all purposes most admirably.