Seibert v. City of Indianapolis

81 N.E. 99, 40 Ind. App. 296, 1907 Ind. App. LEXIS 57
CourtIndiana Court of Appeals
DecidedApril 24, 1907
DocketNo. 6,332
StatusPublished
Cited by6 cases

This text of 81 N.E. 99 (Seibert v. City of Indianapolis) is published on Counsel Stack Legal Research, covering Indiana Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Seibert v. City of Indianapolis, 81 N.E. 99, 40 Ind. App. 296, 1907 Ind. App. LEXIS 57 (Ind. Ct. App. 1907).

Opinion

Roby, P. J.

The relief sought in this suit is an injunction against the city of Indianapolis to prevent its entering into a proposed contract' for the construction upon State street in said city of a pavement of the type known as “Warren’s patent bitulithic.” The complaint contains eleven distinct specifications, each purporting to give a reason for the alleged invalidity of the proceeding which it is sought to enjoin. Separate demurrers for want of facts were addressed to each of said specifications, and sustained in part and overruled in part. The issue was closed by a general denial. Trial was had and much evidence heard. The court found for appellee. Appellant filed a motion for new trial which was overruled. A decree was entered on the finding. This appeal was at once'taken,- appellee joining in error, and upon the joint petition of the parties the case has been advanced. The record is voluminous, but the issues presented are confined to comparatively narrow limits. Appellant is a taxpayer and citizen of Indianapolis, the owner of real estate abutting upon State street, and a resi[298]*298dent thereon. The proceedings preliminary to the adoption of the specifications according to which the improvement is to he made are admittedly regular, and the specifications themselves are not questioned, except as to' the provisions contained in that portion thereof which follows:

“(1) Excavation. The roadway shall be excavated to the neeessary depth below the established grade of the finished roadway, to provide for the thickness of the pavement, and thoroughly rolled with a heavy steam roller, until the surface of the subgrade is solid and approximately parallel with the proposed surface of the contemplated pavement.' Soft and springy places, not affording a firm foundation, shall be dug out and refilled with good sound earth, cinders, gravel, slugs, or stone, as the engineer may direct.
(2) Foundation. On top of this sub-foundation, crushed stone or slag shall be spread to the depth of six inches, which shall then be compressed with a heavy steam roller. If any considerable proportion of the foundation material is larger than three inches, it shall be' separated, and the foundation laid in strata, the coarsest pieces being placed at the bottom and the finer at the top. Where suitable gravel (consisting of not more than twenty-five per cent finer than one-fourth inch) can be obtained, it may be used by spreading to a depth of five inches, and after a thorough rolling with a steam roller (wetting the gravel to aid compression when necessary) , a layer of crushed stone two inches in thickness shall be placed on the surface and thoroughly rolled to the desired grade. On this foundation, after rolling, shall be spread a heavy coating of Warren’s No. 24 Puritan brand hard bituminous cement, for the purpose of firmly binding the foundation together and making it readily unite with the bituminous concrete wearing surface. One gallon of the bituminous cement shall be used to each square yard of surface.'
(3) Wearing Surface. On the rough surface of this prepared foundation shall be laid the wearing surface, which shall be composed of carefully selected, sound, hard, crushed stone mixed with bitumen, and laid as hereinafter specified. After heating the stone in a rotary mechanical dryer, to a temperature of about 250 degrees F., it shall be elevated and passed through a rotary screen having six or more sections with varying sized openings, the maximum of which shall be one and [299]*299three-fourth-ineh. openings and the minimum one-tenthineh in diameter. The several sizes of stone thus separated by the screen sections shall pass into a bin containing six sections or compartments. From this bin the stone shall be drawn into a weigh box resting on a scale having seven beams. The stone from each bin shall be accurately weighed in the proportions which have been previously determined by laboratory tests to give the best results; that is, the most dense mixture of mineral aggregate, and one having inherent stability. From the weigh box each batch of mineral aggregate composed of different sizes, accurately weighed as above, shall pass into a “twin pug,” or other approved form of mixer. In this mixer shall be added a sufficient quantity of Warren’s Puritan brand No. 21, bituminous waterproof cement, thoroughly to coat all particles of stone and to fill all voids in the mixture. The bituminous cement shall, before mixing with the stone, be heated from 200 to 250 degrees F. The amount used in each batch shall be accurately weighed and used in such proportion as has been previously determined by laboratory tests to give the best results and to fill the voids in the mineral aggregate. The mixing shall be continued until the combination is a uniform bituminous concrete. In this condition it shall be hauled to the street and there spread on the prepared foundation to such depth that, after thorough compression with the steam road roller, it shall have a thickness of two inches. The proportioning of the varying sizes of stone and bituminous cement shall be such that the compressed mixture shall, as closely as possible, have the density of solid stone.
(4) Surface Finish. After rolling the wearing surface, there shall be spread over it a thin coating of Warren’s quick-drying bituminous flush coat composition, the purpose of this coating being to completely fill any unevenness or honeycomb which may appear in the surface of the mixture. There shall then be rolled into the surface a thin layer of stone chips, thus presenting a gritty surface, and providing a good footing for horses.
(5) General. Each layer of the work shall be kept as free as possible from dust, dirt, etc., so that it will unite readily with the succeeding layer.
The bituminous composition or cement shall in each case be free from water, petroleum oils, water gas, or process tars, and shall be especially refined with a view to removing the light oils, napthalene, and other crystalline matter, susceptible to atmospheric influences.
[300]*300If the fine crushed stone used does not provide the best proportions of fine grained particles, such deficiency must be supplied by the use of not to exceed fifteen per cent hydraulic cement, pulverized stone, fine sand, or. gravel. ’ ’

Prior to the adoption of the foregoing specifications a written agreement was entered into between the board of public works of the city of Indiánapolis and the Warren Brothers’ Company, a Massachusetts corporation, as follows:

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Bluebook (online)
81 N.E. 99, 40 Ind. App. 296, 1907 Ind. App. LEXIS 57, Counsel Stack Legal Research, https://law.counselstack.com/opinion/seibert-v-city-of-indianapolis-indctapp-1907.