United States Ex Rel. Saunders Concrete Co. v. Tri-State Design Construction Co.

899 F. Supp. 916, 1995 U.S. Dist. LEXIS 15138, 1995 WL 603647
CourtDistrict Court, N.D. New York
DecidedSeptember 30, 1995
Docket5:92-cv-01466
StatusPublished
Cited by3 cases

This text of 899 F. Supp. 916 (United States Ex Rel. Saunders Concrete Co. v. Tri-State Design Construction Co.) is published on Counsel Stack Legal Research, covering District Court, N.D. New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
United States Ex Rel. Saunders Concrete Co. v. Tri-State Design Construction Co., 899 F. Supp. 916, 1995 U.S. Dist. LEXIS 15138, 1995 WL 603647 (N.D.N.Y. 1995).

Opinion

DECISION AND ORDER

SCULLIN, District Judge.

Introduction

This is an action under the New York Uniform Commercial Code for damages arising out of the installation of allegedly defective concrete by plaintiff Saunders Concrete Co. (“Saunders”). Saunders’ claim against Tri-State Design Construction Co. (“TriState”), the buyer of the concrete, for the contract price has been settled. Thus, the only claim remaining in the case is TriState’s counterclaim seeking consequential damages for breach of contract.

The matter comes before the Court on Tri-State’s motion for joinder of a third-party defendant, Atlantic Testing Laboratories (“Atlantic”) and Saunders’ motion for summary judgment on Tri-State’s counterclaim.

Background

On November 9, 1992, plaintiff Saunders filed a summons and complaint against defendants Tri-State and Employers Insurance of Wausau alleging that they failed to pay for concrete sold and delivered by Saunders in the amount of $26,939.06. Saunders’ Complaint ¶ 12. Defendant Tri-State counterclaimed, seeking $100,000 damages for Saunders’ alleged breach of the contract. TriState’s Answer ¶ 6. On October 19,1993, the parties settled Saunders’ $26,211.71 claim for payment under the contract by agreeing that Tri-State would pay $26,726.41, plus interest, with the remaining $486.30 as a counterclaim or setoff to Tri-State’s damages claim. October 19, 1993 Order at 1-2.

Tri-State entered into a contract with the United States of America, Small Business Administration, in furtherance of a contract made between the Federal Aviation Administration and the Small Business Administration, for the construction of a building at the Syracuse-Hancock International Airport. Otto Aff.Ex.B. Subsequently, Tri-State entered into a contract with Saunders to supply the required concrete — six cubic yards of 4,000 pound concrete at a slump 1 of four inches — in accordance with ASTM standards. Otto Aff.Ex.A. Tri-State also entered into a contract with Atlantic on July 12, 1991, whereby Atlantic agreed to provide an ACI-certified technician to inspect, test, and approve or reject the concrete delivered by Saunders. Adorante Aff. ¶¶4, 5, 7. Although Atlantic provided an inspector, TriState later learned that the inspector was not ACI-certified. O’Konski Aff. ¶ 11.

At 8:16 a.m., on September 5, 1991, Saunders batched the concrete and delivered it to the airport at approximately 8:59 a.m. Otto Aff.Ex. 9. The delivery slips indicated that the six yards of concrete contained only 27.8 gallons of water per yard, instead of the required 30 gallons per yard. Otto Aff.Ex. 13. Because the concrete was too stiff and would not come down the chute, Tri-State’s superintendent told Saunders’ truck driver to produce the proper slump. Notice of Motion Ex 10, Kubacki Dep. at 19-20 (hereinafter “Kubacki Dep.”). Water was added several times before the proper slump was achieved and the concrete poured. Kubacki Dep. at 20-24. Prior to pouring, Atlantic concluded *918 that the temperature (82° F) and slump of the concrete (5 inches) was acceptable. Otto Aff.Ex. 13. It is unclear what time the water was added and the cement poured. Kubacki Dep. at 21, 26.

After most of the concrete had been poured, the concrete remaining in the truck became stiff, and Tri-State’s superintendent ordered that more water be added so that the proper slump could be achieved and the job finished. Kubacki Dep. at 35. However, the superintendent examined the concrete and decided not to pour it because it was “done.” Kubacki Dep. at 35. Subsequently, Tri-State signed the delivery ticket, acknowledging that it “inspected, approved and received” the concrete and had authorized the addition of eighteen gallons of water. Ku-backi Dep. at 46-48; see Otto Aff., Ex. 9. However, it is unclear what portion of the eighteen gallons was added to the concrete actually used. Later that day, another Saunders’ truck finished the job by delivering one cubic yard of cement. Kubacki Dep. at 65.

Subsequent strength tests of the concrete at seven and twenty-eight days after delivery revealed that the concrete was under strength. Otto Aff.Ex. 13. Further tests revealed that the concrete was under strength because it contained too much water. Otto Aff.Ex.B. Tri-State seeks damages, including the costs and expenses incurred: (1) in removing and replacing the defective concrete and (2) as a result of significant delays in the airport project. TriState’s Answer ¶¶ 6, 7.

The Court will first consider Tri-State’s motion for joinder of Atlantic, and then evaluate Saunders’ motion for summary judgment.

Discussion

A. Joinder

Fed.R.Civ.P. 20(a) provides:

All persons ... may be joined in one action as defendants if there is asserted against them jointly, severally, or in the alternative, any right to relief in respect of or arising out of the same transaction, occurrence, or series of transactions or occurrences and if any question of law or fact common to all defendants will arise in the action.
In the alternative, Rule 20(b) provides: The court may make such orders as will prevent a party from being embarrassed, delayed, or put to expense by the inclusion of a party against whom the party asserts no claim and who asserts no claim against the party, and may order separate trials or make other orders to prevent delay or prejudice.

Rule 20 “is to be construed liberally in order to promote trial convenience and to expedite the final determination of disputes, thereby preventing multiple lawsuits.” League to Save Lake Tahoe v. Tahoe Regional Planning Agency, 558 F.2d 914, 917 (9th Cir.1977) (citing Mosley v. General Motors Corp., 497 F.2d 1330 (8th Cir.1974)).

In order for Tri-State to join Atlantic, Tri-State must first show that its right to relief against both Atlantic and Saunders arises out of the same transaction or occurrence, pursuant to Rule 20(a). Courts have taken a case-by-case approach to this issue. See Wright, Miller & Kane, Federal Practice and Procedure § 1653 at 382 (1986). The Eighth Circuit stated that a transaction or occurrence under Rule 20 was “all ‘logically related’ events entitling a person to institute a legal action against another.” Mosley v. General Motors Corp., 497 F.2d 1330, 1333 (8th Cir.1974). Other courts have found a single transaction or occurrence where there would be an overlapping of proof and the duplication of testimony, thereby causing delay, inconvenience and added expense to the court and parties involved. Wright, Miller & Kane, Federal Practice and Procedure § 1653 at 385.

Tri-State alleges that Saunders supplied defective concrete as a result of improper mixing at the plant or the addition of water at delivery. O’Konski Aff. ¶ 14.

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899 F. Supp. 916, 1995 U.S. Dist. LEXIS 15138, 1995 WL 603647, Counsel Stack Legal Research, https://law.counselstack.com/opinion/united-states-ex-rel-saunders-concrete-co-v-tri-state-design-nynd-1995.