134 Iowa 97 | Iowa | 1906
’In December, 1902, a contract was entered into between the city of Tipton and Snouffer & Ford,
All materials furnished and work done will be inspected by the engineer (employed by the city), and if not in accordance with these specifications and the contract, they will be rejected, and shall be immediately removed and other work done and materials furnished in accordance therewith. . . . The contractor shall furnish all necessary facilities, should it he advisable to make any examination of the work already completed. If any be found defective in any respect, they shall defray the expense of such examination, and of satisfactory reconstruction. . . . The engineer shall have the right to reject, at any time previous to the final settlement with the contractors, any work or materials which may be found to be faulty. . . .No deviation from the plans and specifications will be allowed except by written authority of the engineer.
With respect to the materials to he used, and the manner of doing the work, the following provisions appear in the contract:
The subgrade of the roadway shall be of the depth of the paving, including foundation, after having been thor*100 oughly compacted and secured from further settlement by flooding, ramming or rolling, etc. When graded and shaped in proper form, the street shall be thoroughly rolled with a steam roller until the subfoundation is compacted to the satisfaction of the committee. Any depression thereafter discovered shall be filled and the surface rerolled. On the subgrade shall be laid a foundation of cement concrete to a uniform thickness of four inches. In making the concrete an approved brand of Portland cement shall be used. The sand shall be clean, sharp river sand. The crushed stone shall be of the best quality of limestone. The cement, sand, and stone shall be thoroughly mixed in proportions as follows: One part cement, three parts sand, and seven parts stone. The concrete shall be dej>osited in a layer on the roadway in such quantity that after being rammed in place it shall be of the required thickness, true, and smooth, and five inches below and parallel with the top of the finished pavement. Upon the concrete foundation shall be placed a layer of clean sharp sand, free from loam and all foreign matter to a depth of two inches. Upon such sand layer, brick shall be laid, and the surface of the pavement shall then be thoroughly compacted by ramming or rolling so as to leave the street to the required crown and grade.
It is provided that upon the completion of the improvement a final estimate of the work done and materials furnished will be made immediately after the city engineer has satisfied himself by tests, examinations, or otherwise, that the work has been and is finally and fully completed in perfect accordance with the contract and specifications. Payments will be made on the completion of the contract and the acceptance of the work by the city council in assessment certificates based on assessments against abutting property to the extent that such assessments may be lawfully made; the balance to be paid in warrants drawn on the improvement fund of the city.
In their petition the plaintiffs set forth the contract in question, and they allege that the contractors claim to have completed the work contemplated thereby. It is -then alleged that the materials used and the work done were not
The defendants Snouffer & Ford answered the petition, denying all the allegations of fraud and failure on their part. In a cross-petition against the defendant city and its officers, they allege the completion of the work according to contract, and the approval and acceptance thereof by the city, and pray for an order requiring payment to be made in
As directly opposed to this mass of evidence, there is the testimony of three witnesses only introduced by the defendant contractors: Geo. Patterson, their foreman, who was present and in charge of the concrete work; Robert Roberdee, one of the city committee on public works, and who acted as inspector by appointment of that committee; and J. D. Wardell, the engineer employed by the city. Patterson says that the materials used and the workmanship was in full compliance with the contract and specifications. On cross-examination, he admits that it' was his first experience in putting in a concrete foundation for paving. Roberdee testifies that the- work'was put in and completed
In December of the same year, another engineer examined the work at the instance of the city. He says that the majority of the surface of the pavement was irregular; that at numerous places there' were pits or depressions from one-half to three-fourths of an inch in depth, and, in some instances, from four to five feet in diameter. He made five openings into the pavement, each about two feet square, and he says that the sand cushion varied in depth from one to four and one-half inches; that he subjected a sample to a test, and found that it contained about 50 per cent, of clay and organic matter. Such a cushion, he says, “ would cause unevenness and depressions in the pavement; it would settle after the roller or under traffic.” As to the concrete, he says it varied in depth from two to four and one-half inches; that he failed to find a piece that would hold together; that in places the mud and dirt had worked up through; that in some cases there seemed to be almost an entire lack of cement, and in other cases the formation was nearly all cement. The witness says he made another examination in April following, when eleven openings were made in the pavement. From these it was disclosed that the sand cushion varied in depth from one inch to two inches; that the sand was finer and dirtier than ordinary bank sand; that there was clay all through it. As to the concrete, he says it varied in thickness from two and seven-tenths inches to four inches. These are excerpts from the further testimony
Still another engineer made an examination of the pavement at the instance of the city, during the progress of the trial. As a witness, he says that the surface of the pavement was generally uneven; there are depressions where water would lie in pools from one-fourth to three-quarters of an inch deep. Further, he says that he made thirteen openings in the pavement, and found that the sand cushion varied in depth from one-half inch to two and one-half inches; that it was a mixture of pure sand, loam, and other foreign matter. As to the concrete, he says it varied in thickness from two and one-half inches to four inches. In most places he found it soft —“ what you would ordinarily call dead mortar ” — ■ whereas, if put in according to the specifications, it should have been of that degree of hardness to resist a pick. “ It would cause a pick to ring and have a live sound as rocks would have.” He says that in several places he found that mud and black soil had worked up through the eon
A building foreman in the employ of the general government at Rock Island arsenal, who had had extensive experience in the use of concrete, was a witness for the city. He says that he had examined the pavement in question and that the concrete is not ■ good; it is rotten and dead; that in every place he examined except one the concrete can be crumbled by the hand. “ Concrete made in proportions of one, three, and seven makes a solid mixture if properly handled.” One of the engineers testified that to cover the area called for by the contract it would require one thousand, one hundred and sixty-nine barrels of cement. This was followed by evidence strongly tending to show that the number of barrels actually used was only about eight hundred and thirty. It may be remarked in passing that no attempt was made by the contractors to show the number of barrels actually used by them.
The examination made at the instance of the contractors took place just previous to the trial. It was participated in by five engineers — -one of whom was Wardell — and thirteen openings were made in the pavement at various places. Wardell was called first as a witness. He says-that in ten of the openings the .depth of the sand cushion varied from one inch to one and three-quarter inches, while in two the depth was two inches or over; that the quality was up to specifications. He says that in seven of the openings the concrete was of the depth required by the specifications, and appeared to be good; in five of the openings it was short of the required depth. On cross-examination he admits that the samples of concrete taken out from the five openings “was not as good as it ought to be; it was not what the specifications called for — full set concrete.” Being shown
But according to our reading, there was no approval and acceptance of the work by the city. The records of the city council were brought in, and therefrom it was made to appear that at the meeting in question there was present the mayor and five out of the six councilmen of which the council was composed. Upon the resolution to approve and accept, the yeas and nays were called, and three councilmen voted yea, and two nay. Thereupon, and before the announcement of the result, the two councilmen voting nay changed their vote to yea, stating at the time, and it being so entered in the record, that this was done for the purposes of a motion to reconsider, to be acted upon at the next meeting when all the members could be present. The record of the vote was then entered • — • yeas five, nays none. A motion was then made
No other questions are presented which require discussion at our hands. From what has been .said, it follows that a reversal must be ordered upon both appeals.— Reversed.