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girders are now being erected over this bridge and with the

exception of the crack in the wing wall no cracks are visible

on the face, but the nature of the founds and the material of

which it is built, do not inspire confidence, end should oracks

develop when the heavy engines run over it the bridge will have

to be abandoned. This bridge which is one sixty feet span is

over a projected road to Old Kowloon City. At present only a

small road is being built which is more or less temporary and

which runs parallel to the Railway as far as Bridge No. 4. Shoul

the bridge require to be replaced it would be worth while to

reconsider the question of Roads and as a culvert has been

inserted in the centre of the Road through the Bridge, the

span might be filled up and the girders removed until such time

as the Public Works Department are ready to construct the large

road now projected.

14.

15.

Bridge No. 7 has heer abandoned.

Bridge No. 8. It was when pulling down this bridge

that I discovered the nature of material used. There is nothing

in the drawings to show it. The piers consisted of a skin of

masonry in cement averaging 15 inches and were hearted with

concrete of lime and red earth and pluns. "he abutments were of

the same nature but the masonry skin was on the face only and at

every ten feet a layer one foot thick of cement concrete was

laid. "No stone backing to speak of had been used and the thin

half inch cement rendering has been insufficient to keep the

concrete dry. Spoll from the cuttings with a liberal percentage

of Kaolin has been used as backing and the work has had no

chance whatever. The bridge has been pulled down, and the four

wells shown in your revised drawing are going down wall so far.

One of them is now forty feet down on the hard crust.

16.

and

Bridge No. 9. No cracks are visible. The abutments an

wings are of the same construction as the above but they are of

no great height and it is presumed they may stand.

17.

Bridge No. 10. The abutments of this bridge have

been

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