| thereto in the same method with lesser Dams to drain out the water (he having) | ||||
| found that within that Compass the Bed of Gravel appeared equally hard and | ||||
| compact) the method that naturally offered itself was to found the rest of the | ||||
| Piers by Caisson a method the most easy and ready, and atended with the | ||||
| least cost of any so that having before abundantly experienced that good Quarry | ||||
| Rubble would resist the action of a current to a greater degree than any [kind?] | ||||
| of Gravel it appeared that the Pillars so sunk being defended from Accidental | ||||
| Floods till they could be surrounded by a slope of Rubbles (which the depth of | ||||
| the water naturally admitted in this place) hence would arise every degree | ||||
| of Security that the nanture of the Subject would admit of. | ||||
| He concluded therefore to build a Bridge of nine Arches instead of seven that | ||||
| it might have more legs to stand upon in Consequence of the natural weakness | ||||
| of the Stratum and by way of Security to the Piers before they could be properly | ||||
| and sufficiently surrounded by the proposed Slope of Rubble as well as after | ||||
| in case of any derangement of the Rubble defence a Girdle of Stones in Blocks | ||||
| of a Ton Weight and upwards was proposed to be let down and surround the | ||||
| Base of each Pier to be fitted to each other and to the Pier they surrounded and | ||||
| to be cramped together. | ||||
| Upon this Idea of Construction Mr Smeaton formed his Original Estimate | ||||
| and which from the simple mode of it could be executed for a very moderate | ||||
| Sum of Money in proportion to the largeness of the River, and Extent of the Work | ||||
| and which in Consequence was bargained for by Mr Errington and the Work | ||||
| proceeded with accordingly. | ||||
| The North Land breast and the adjoining Pier were successfully built upon | ||||
| Piles incased as proposed and the Gravel there being very sufficiently compact | ||||
| (so as to afford only a moderate quantity of water) Mr Smeaton determined to | ||||
| try to go on as far as he could upon that principle and therefore ordered the | ||||
| Second Pier from the North Abbutment to be tried with a Coffer dam to encavate | ||||
| and found like the first, but when the Pitt was sunk but two feet under the | ||||
| Levell of the Water outside, and not much more than half as much under | ||||
| the natural Bed of the River the water boiled up between the Intersteces | ||||
| the Gravel Stones bringing up Sand along with that it required | ||||
| 14 forty | ||||
Note: Mr Smeaton's Memorial, p 14
Abbreviations are underlined like this Wm. and the expansion may be seen by moving the cursor over it.
| An entry outlined like this has a note which may be seen by hovering over it. |
Transcribed by CTW and KS