Tower Communications Co. v. Etco Engineers Testing Laboratory, Inc.

261 F. Supp. 675, 1966 U.S. Dist. LEXIS 6882
CourtDistrict Court, E.D. Louisiana
DecidedDecember 19, 1966
DocketCiv. A. No. 3132
StatusPublished
Cited by1 cases

This text of 261 F. Supp. 675 (Tower Communications Co. v. Etco Engineers Testing Laboratory, Inc.) is published on Counsel Stack Legal Research, covering District Court, E.D. Louisiana primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Tower Communications Co. v. Etco Engineers Testing Laboratory, Inc., 261 F. Supp. 675, 1966 U.S. Dist. LEXIS 6882 (E.D. La. 1966).

Opinion

WEST, District Judge:

Plaintiff, Tower Communications Company, brings this suit against Etco Engineers Testing Laboratory, Inc., seeking damages for alleged breach of contract. The United States of America, through the Bureau of Reclamation, as principal, contracted with General Dynamics Corporation, through its Strom-berg-Carlson Division, as prime contractor, for, among other things, the designing, building, and erecting of certain microwave towers. These towers were to be erected at twenty-eight different sites along a line through the Rocky Mountain area, approximately 2,000 miles long, extending through five states. General Dynamics Corporation then entered into a subcontract with Micom, Inc., who was to actually design, construct, and install the towers. Thereafter, Micom employed Etco, defendant herein, to perform certain work in connection with subsurface exploration and soil testing at the various tower sites. After Etco had performed a substantial portion of its work, Micom encountered financial difficulties and ultimately became a bankrupt. Plaintiff, Tower Communications Company, purchased certain of Micom’s assets from the trustee in bankruptcy and undertook to complete Micom’s work under its contract with Stromberg-Carlson. After the work was completed, Tower refused to pay Etco for the work which it, Etco, had performed on this project, contending that Etco had failed to perform the services which it had contracted to perform, and then Tower filed this suit demanding $52,640.30 in damages which it allegedly sustained because of Etco’s failure to perform. Etco contends - that it performed all of the services contracted for; that it has never been paid the $4,595.60 due it for services rendered, and that it is now entitled to be paid for those services. Etco also counterclaimed against Tower for damages allegedly sustained as a result of this suit having been filed by Tower, but this counterclaim for damages was dismissed by the Court as being prematurely made. Thus the remaining issues before the Court relate to whether or not Etco is entitled to be paid by Tower for the services which it, Etco, rendered on this job, and whether or not Tower is entitled to recover damages from Etco for failure to properly perform services which it contracted to perform.

After seeing and hearing all of the evidence in this case, and after carefully considering the arguments and briefs of counsel, this Court concludes that the plaintiff has failed to prove by a preponderance of the evidence that Etco did not properly perform according to the terms of its contract, and that Etco has proved by a preponderance of the evidence that it is entitled to be paid by Tower for the services which it rendered on this job. In connection therewith the Court now makes the following Findings of Fact and Conclusions of Law.

FINDINGS OF FACT

1. The United States of America, through the Bureau of Reclamation, entered into a contract with General Dynamics Corporation, through its Strom-[677]*677berg-Carlson Division, for, among other things, the construction of microwave towers for the project known as the Colorado River Storage Project. General Dynamics, through its Stromberg-Carlson Division, was to build towers at twenty-eight specified sites, extending over a line approximately 2,000 miles long, running through five states in the Rocky Mountain area. These towers were to be built in accordance with the United States Department of Interior, Bureau of • Reclamation Specifications No. DC-5853.

2. General Dynamics then entered into a subcontract with Micom, Inc. for the actual design, construction, and installation of the towers and their f ounda-dations.

3. In connection with the tower foundations, the Bureau of Reclamation Specifications No. DC-5853 provided:

“7. Foundations and Anchors — Concrete or other Material “(a) Foundations and anchors for self-supporting and guyed towers shall be designed for dead and live loads and the soil conditions existing at each tower site. Adequate subsurface exploration to sound rock or to a minimum depth of 20-feet where sound rock is not encountered shall be made at each tower site in accordance with ASTM Tentative Method for Penetration Test and Split-barrel Sampling of Soils. D1586-58T. Penetration resistances and logs for each tower site shall be furnished to the Assistant Commissioner and Chief Engineer, Bureau of Reclamation, Building 53, Denver Federal Center, Denver 25, Colorado, Attention : Code D-260.
“(b) In bearing, foundations shall be designed for dead loads and the maximum live loads specified under 2. The maximum bearing pressure on rock shall not exceed 4,000 pounds per square foot. The allowable design bearing pressure on earth shall be based on the following:
“Soil In-place N Value*
type condition 1,000 psf 2,000 psf 4,000 psf
Silt & clay Wet or dry 8 12 22
Sand Dry to moist
Sand Below water 10 20 35
table
“ *These values shall be obtained by the ASTM Tentative Method for Penetration Test and Split-barrel Sampling of Soils, D1586-58T. The ‘N’ values are minimum for the loadings given on the assumption that the foundation conditions are uniform and there are no significant moisture changes after construction. If it is anticipated that the moisture will increase after construction, the soil shall be thoroughly wet-ted prior to performing the test. The maximum allowable soil pressure shall not exceed 4,000 pounds per square foot.”

4. In December of 1963, Dr. Louis Capozzoli, Jr., who at times pertinent to this law suit was Vice President and Chief Engineer of Etco, was informed by Mr. A. N. Ohlfest, a sales representative of Micom, that Micom was in the process of preparing a bid on the tower work to be submitted to Stromberg-Carl-son. Dr. Capozzoli was asked to submit a figure on furnishing certain soil data pertaining to the tower sites. He was told by Mr. Ohlfest that “All you have [678]*678to do is drive to the site then go down to rock, say twenty feet, and that is all.” For this work, on twenty-eight tower sites, Dr. Capozzoli quoted a figure of “between $2,500 and $3,000.” Micom actually used the figure of $2,800, or $100 per site in preparing its bid.

5. In March or April of 1964, Dr. Capozzoli visited the office of Micom in Dallas, Texas, at which time he discussed in detail with Mr. P. R. Bragin-ton, a Micom engineer and Vice President of Operations, the work to be done in connection with the soil tests for the foundations of the towers. Dr. Capoz-zoli had previously done work of a similar nature for Micom in connection with the building and erection of nineteen microwave towers in Louisiana, and at that time he had been employed to investigate site conditions and to submit a detailed report and analysis, including drilling holes, coring rock, analyzing samples, and making detailed recommendations for tower and anchor foundations. The report submitted by Etco in that instance covered some 125 pages, and was a complete, detailed report and recommendation. He informed Mr. Brag-inton that if such information was required on this job, there would, of course, be charges in addition to the figure ■quoted in December. He advised Mr. .Braginton that the $2,800 figure included only going to the site, taking a boring to twenty feet, reporting his findings, and nothing else. Mr.

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Bluebook (online)
261 F. Supp. 675, 1966 U.S. Dist. LEXIS 6882, Counsel Stack Legal Research, https://law.counselstack.com/opinion/tower-communications-co-v-etco-engineers-testing-laboratory-inc-laed-1966.