St. Louis Testing Lab., Inc. v. Mississippi Val. Struc. Steel Co.

254 F. Supp. 47
CourtDistrict Court, E.D. Missouri
DecidedApril 7, 1966
Docket65 C 126(3)
StatusPublished
Cited by12 cases

This text of 254 F. Supp. 47 (St. Louis Testing Lab., Inc. v. Mississippi Val. Struc. Steel Co.) is published on Counsel Stack Legal Research, covering District Court, E.D. Missouri primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
St. Louis Testing Lab., Inc. v. Mississippi Val. Struc. Steel Co., 254 F. Supp. 47 (E.D. Mo. 1966).

Opinion

254 F.Supp. 47 (1966)

ST. LOUIS TESTING LABORATORIES, INC., a corporation, Plaintiff,
v.
MISSISSIPPI VALLEY STRUCTURAL STEEL COMPANY, a corporation, Defendant.

No. 65 C 126(3).

United States District Court E. D. Missouri, E. D.

April 7, 1966.

*48 *49 Robert H. McRoberts, Jr., and Stephen M. Boyd, Bryan, Cave, McPheeters & McRoberts, St. Louis, Mo., for plaintiff.

John P. Emde, Armstrong, Teasdale, Roos, Kramer & Vaughan, St. Louis, Mo., for defendant.

REGAN, District Judge.

This action was timely removed from the Circuit Court of the County of St. Louis. Plaintiff, St. Louis Testing Laboratories, Inc., seeks judgment against Mississippi Valley Structural Steel Company in the sum of $23,423.38 and interest, the balance claimed to be due for labor, services and materials allegedly furnished to defendant during the years 1962, 1963 and 1964.

Plaintiff is a Missouri corporation, whose principal place of business is in Missouri, and defendant is an Illinois corporation having its principal place of business in Illinois. This court has jurisdiction because of diversity of citizenship and amount in controversy.

St. Louis Testing Laboratories, Inc. is engaged in the business of performing metallurgical testing, including radiographic inspection and magnetic particle inspection of welding. Mississippi Valley Structural Steel Company fabricates and welds structural steel for various construction projects. The controversy between the parties arises out of one such project, the Chain-of-Rocks Bridge across the Mississippi River, between the City of St. Louis, Missouri, and Madison County, Illinois, which was erected under contract with the State of Missouri acting through the State Highway Commission of Missouri. The specific project (designated I-270-5 (72) 242) covers the construction of the structural steel superstructure spans (except the concrete deck and metal handrail) of the bridge.

The bid proposal was required by the State Highway Commission of Missouri to include the following, set forth in the Special Provisions constituting part of the specifications:

"O. Radiographic Inspection (707). The Contractor shall furnish the equipment and personnel to make radiographic inspection of butt welds as required herein. The tension splices in flanges of built up girders shall be 100 percent radiographed and not more than 25 percent of the remainder of butt splices will be radiographed, except for unforeseen difficulties which may arise. Radiographic inspection shall be in accordance with ASTM Specification Designation E94, `Recommended Practice for Radiographic Testing'.
"All butt welds shall be 100% radiographic quality and shall be spot checked. Radiography shall also be used in connection with procedure qualification to insure that the materials, machines, methods and workmen are producing work of radiographic quality. Radiographs shall be made of each operator's work. The discovery of poor workmanship shall require additional radiographs of either the area of work showing defects or of other work done by the same operator whose work is not acceptable.
* * * * * *
"P. Magnetic Particle Inspection of Fillets Welds and Other Tests (708). *50 Magnetic particle inspection shall be made of shop fillet weld areas. The particle inspection of 25 percent of the primary stress carrying fillet welds in main member connections and 10 percent of the fillet welds in secondary and bracing members will be required. Such inspection shall be made by an established and approved laboratory whose equipment shall have a rated capactiy (sic) sufficient for the work to be done. The procedures and techniques shall be in conformance with the current ASTM Designation: E109, `Dry Powder Magnetic Particle Inspection.'"

Prior to January 15, 1963, Mr. Ray Sehrt, then plant engineer of defendant, requested plaintiff to furnish an estimate of the amount it would charge for doing the required radiographic and magnetic particle inspection work in connection with the project in the event the defendant was the successful bidder. Mr. C. D. Trowbridge, president of plaintiff, informed Sehrt that plaintiff was making such an estimate for Stupp Bros. Bridge & Iron Co. and would make the same charge to defendant. On January 15, 1963, plaintiff wrote defendant the following letter:

"Mississippi Valley Structural Steel Co. 3117 Big Bend Blvd. Maplewood 17, Missouri ATT: Mr. Ray Sehrt

Gentlemen:

We are, herewith, submitting the amount of our total fees for Radiographic Inspection and Magnetic Particle Inspection of weldment for the Chain-of-Rocks Bridge Project.
The total sum for inspection of the original welding is $25,321.68. (emphasis supplied).
Very truly yours, C. D. Trowbridge, Director"

It appears that plaintiff furnished Stupp Bros. Bridge & Iron Co. a detailed estimate "in accordance with the discussion and our understanding of information submitted with your letter dated January 9, 1963." Defendant had no knowledge of this detailed estimate or the basis thereof nor the information which Stupp Bros. Bridge & Iron Co. had submitted to plaintiff.

Relying on the January 15th letter which submitted as the total fee for inspection of the original welding the sum of $25,321.68, defendant included the sum of $25,322.00 as the cost of the required inspection work in submitting its bid to the State Highway Commission. On January 18, 1963, defendant, as the low bidder, was awarded the contract for the bridge project. Thereafter (as of January 18, 1963) a written contract between defendant and State of Missouri acting through the State Highway Commission was executed for the fabrication of the steel superstructure of the bridge. In March, 1963, the State Highway Commission notified defendant to proceed with the work.

About June 8, 1963, Sehrt and Trowbridge had a meeting at which they discussed plaintiff's estimate of January 15, 1963, including a proposed scheduling of the work at defendant's Decatur and St. Louis plants. During the course of this meeting there was some discussion concerning Special Provision O, and the number of radiographs required thereby. At this June 8th meeting Sehrt and Trowbridge made a spot check of the specifications and plans in the various categories of the work to be performed, not for the purpose of determining the total number of required radiographs but primarily to enable defendant to schedule the work for its Decatur and St. Louis plants. Trowbridge indicated that he had figured that 1,441 radiographs (or "shots") were required in order to comply with Special Provision O. However, there was no understanding or agreement between the parties, nor any condition imposed by plaintiff, limiting the number of radiographs to be performed under plaintiff's proposal to that number or any other specific figure.

On June 11, 1963, plaintiff wrote another letter to defendant submitting a revised and more detailed proposal, stating *51 (as to radiographic inspection) that it "shall be performed on weldments per specifications in Paragraph O Radiographic Inspection (707) of the applicable specifications * * *". The letter continued, "The total number of radiographs of approximately 1500 plus additional radiographs for extra

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