Bombardier Transportation (Holdings) USA Incorporated v. HDR Engineering Incorporated

District Court, D. Arizona·Decided August 10, 2023·No. 2:21-cv-01460·Unknown

Opinion

WO

Bombar dier Transportation (Holdings) ) No. CV-21-01460-PHX-SPL ) USA Incorporated, ) ) O R D E R Plaintiff, ) ) vs. ) ) HDR Engineering Incorporated, et al., ) ) ) Defendants. )

Before the Court is Defendant’s Motion for Summary Judgment (Doc. 152).1 For the following reasons, the Motion will be granted in part and denied in part. In 2009, Plaintiff Bombardier Transportation (Holdings) USA Inc. (“Plaintiff”) contracted with the City of Phoenix (the “City”) “to design, build, operate, and maintain” the Phoenix Sky Harbor International Airport PHX Sky Train System (the “PHX Sky Train System”). (Doc. 181 at 33). The PHX Sky Train System is a rail system with driverless trains that travel “on a center-rail guideway supported by reinforced concrete plinths.” (Doc. 181 at 3). The PHX Sky Train System uses five types of expansion joints at the concrete plinth locations to accommodate thermal movements. (Doc. 181 at 4). As relevant here, the Type 2 and 3 expansion joints have a cantilever steel ride plate that is

1 Because it would not assist in resolution of the instant issues, the Court finds the pending motion is suitable for decision without oral argument. See LRCiv. 7.2(f); Fed. R. Civ. P. 78(b); Partridge v. Reich, 141 F.3d 920, 926 (9th Cir. 1998). anchored to the concrete plinth by shear studs that are welded to the ride plate and embedded in the concrete. (Doc. 181 at 4–5). Plaintiff contracted with The CK Group, Inc. (“CK”) to design the running surfaces and expansion joints for the PHX Sky Train System. (Doc. 181 at 3–4). CK contracted with Structural Grace, Inc. (“SGI”) to perform certain calculations that were incorporated into CK’s designs, including for the expansion joints. (Doc. 181 at 3–4, 33). On January 24, 2013, Plaintiff discovered cracking of the concrete in a Type 2 expansion joint. (Doc. 181 at 33). Upon inspection, Plaintiff discovered that three additional concrete plinths at Type 2 and 3 expansion joints had failed, with the ride plates dislodging from the cracked concrete plinths (the “2013 Failures”). (Doc. 181 at 6, 33). On January 28, 2013, Plaintiff contacted Defendant HDR Engineering Inc. (“Defendant”) via email for assistance under the parties’ Master Services Agreement (“MSA”), asking Defendant to perform an independent review related to the 2013 Failures. (Doc. 181 at 6–7). Plaintiff also retained other entities to inspect the 2013 Failures, including the Weitz Group, which in turn retained Metals Engineering and Testing Laboratories (“METL”) to perform metallurgical testing. (Doc. 181 at 8). METL prepared a report with the results of the testing (the “METL Report”). (Doc. 181 at 8–9). After receiving the January 28, 2013 email from Plaintiff, Defendant began working on its review. (See Doc. 181 at 10–11). On February 26, 2013, Plaintiff sent Defendant a Purchase Order (“P.O.”) enumerating six tasks—some of which Defendant had already completed, some of which were in progress, and some of which Defendant had not yet begun. (Doc. 181 at 15–16). The P.O. stated, “This effort is for the Type 2 and Type 3 running plinth expansion joints installed for the PHX Sky Train system.” (Doc. 181 at 16). Task 1 of the P.O., “CK/SG Design & Retrofit Review,” called in part for “an independent review of the original design provided by [CK]/[SGI].” (Doc. 181 at 15–16). Task 2 of the P.O., “Develop[ ] Retrofit Options,” called for Defendant “to develop Type 2 and Type 3 running plinth expansion joint retrofit/replacement options.” (Doc. 181 at 15–16). Task 3 of the P.O., “Joint Replacement Construction Drawings,” called for Defendant “to [d]evelop Type 2 and Type 3 running plinth expansion joint retrofit/replacement construction drawings.” (Doc. 156-4 at 4). Task 4 of the P.O., “Joint Failure Report,” called for Defendant “to prepare a report that defines the root cause of the Type 2 and Type 3 running plinth expansion joint failures.”2 (Doc. 156-4 at 4). Pursuant to the P.O., Defendant prepared a Root Cause Report dated March 28, 2013 and, relying on its own work and the work of others including METL, concluded that the original CK/SGI expansion joint design was deficient. (Doc. 181 at 17–18). Plaintiff brought a lawsuit against CK and SGI that eventually settled (the “2014 Litigation”). (Doc. 181 at 22). Defendant developed a retrofit design for the concrete plinths that was adopted and is still in use. (Doc. 181 at 21). The PHX Sky Train System carried its first passengers on April 8, 2013. (Doc. 181 at 22–23). More than seven years later, on September 4, 2020, all of the anchor studs for a Type 3 expansion joint failed at the stud-to-plate weld, with the ride plate breaking away from the concrete plinth. (Doc. 181 at 24, 35). On January 24, 2021, Plaintiff discovered four additional Type 3 ride plate failures (“the Recent Failures”). (Doc. 181 at 25, 35). After the first of the Recent Failures, the City retained an engineering consultant that found fatigue cracking in the welds and studs that attach the ride plates to the concrete plinths. (Doc. 181 at 25). Following the rest of the Recent Failures, Plaintiff retained an engineering consultant that concluded that the failures resulted from “high cyclic [fatigue] stress at the stud-to-plate weldment.” (Doc. 181 at 25). After the Recent Failures, thirty-two Type 3 ride plates were replaced. (Doc. 181 at 28). Plaintiff paid the costs of associated with their replacement. (Doc. 248 at 6; Doc. 250 at 5–6). On August 23, 2021, Plaintiff initiated this action. (Doc. 1). Plaintiff’s only remaining claim is a breach of contract claim against Defendant. (Doc. 105). Plaintiff claims that Defendant’s work under the P.O. fell short of the standard of care set forth in the MSA by providing defective and/or incomplete work by failing to identify the stud

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Bombardier Transportation (Holdings) USA Incorporated v. HDR Engineering Incorporated, (D. Ariz. 2023).

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