ASCE 1193: The Water-Works and Sewerage of Monterrey, N. L., Mexico: The 4th article from the June, 1911, Volume LXXII, Transactions of the American Society of Civil Engineers. Paper No. 1193, Feb. 1, 1911.Conway, G. R. G. (George Robert Graham)
Science
ASCE 1193: The Water-Works and Sewerage of Monterrey, N. L., Mexico: The 4th article from the June, 1911, Volume LXXII, Transactions of the American Society of Civil Engineers. Paper No. 1193, Feb. 1, 1911.
The concreting of the roof slab was carried on continuously, and, when
partly completed, the floor was laid in the shade. The bottom layer of
the floor, 13 cm. thick, was laid in continuous panels between the
columns, and brought to a fairly smooth surface. On this surface, after
keeping it wet for 10 days and then allowing it to dry thoroughly, a
layer of asphaltum, supplied by the American Asphaltum and Rubber
Company, of Chicago, was placed. The work was done by ordinary Mexican
laborers after they had received a few days' instruction from one of the
Asphaltum Company's superintendents. The surface of the lower layer was
kept perfectly clean, and then received one coat of "Pioneer" paint. The
asphaltum, heated in a boiler inside the reservoir to a temperature of
approximately 425 deg. Fahr., was then poured over the floor from buckets,
in a layer approximately 4 mm. thick. Where the floor joined the column
pedestals, and at each new panel section, a double thickness was used.
The labor cost of water-proofing, including superintendence, etc.,
amounted to 3.3 cents (Mexican) per sq. m. for painting with "Pioneer"
paint, and 5.4 cents for the asphaltum coating, or a total labor cost of
8.7 cents per sq. m. for the complete water-proofing. This cost is based
on a rate of 8.00 pesos per day for a foreman, and 1.00 peso for each
laborer. It required 50 U. S. gal. of the paint to cover 265.2 sq. m.,
and an average of about 6 lb. of asphaltum for 1 sq. m.
The upper concrete layer of the floor, 10 cm. thick, was placed so as to
break joint with the lower, and was brought to a smooth surface with
wooden floats sheathed with steel and reaching across the panels. In
this way a perfectly smooth surface was obtained without any plastering.
[Illustration: PLATE XVII, FIG. 2.--CENTRAL TOWER AND STAIRWAY, OBISPADO
RESERVOIR.]
The concrete for the beams, columns, side-walls, and floor, was a
1:2-1/2:4 mixture, crushed sand and stone being used throughout. In the
roof slab the mixture was 1:2:3.
The whole of the concrete work of the reservoir was completed in 6
months, by the Company's own administration, and the reservoir was first
put into service a few days after the great flood of August 27th, when
the Estanzuela supply main, crossing the Santa Catarina River, was
partly destroyed. Since that time frequent examinations of the
inspection pit, which is connected by a pipe to the rubble drains under
the floor, have never revealed the slightest leakage.
_Lay-Out of the Reservoir Roof and Grounds._--The Company owns about
11-1/2 hectares of land, which includes that occupied by the reservoir
and its surroundings, and as this property is in an attractive
situation, commanding fine views of the Sierra Madre Mountains, the
whole of the works have been given a pleasing architectural character,
and the grounds laid out to form a public park for the citizens of
Monterrey.
[Illustration: FIG. 14.--SKETCH PLAN OF LAY OUT AT OBISPADO RESERVOIR.]
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