Ahtna Design-Build, Inc. v. Asphalt Surfacing, Inc.

CourtDistrict Court, D. Alaska
DecidedFebruary 7, 2024
Docket3:21-cv-00228
StatusUnknown

This text of Ahtna Design-Build, Inc. v. Asphalt Surfacing, Inc. (Ahtna Design-Build, Inc. v. Asphalt Surfacing, Inc.) is published on Counsel Stack Legal Research, covering District Court, D. Alaska primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Ahtna Design-Build, Inc. v. Asphalt Surfacing, Inc., (D. Alaska 2024).

Opinion

IN THE UNITED STATES DISTRICT COURT

FOR THE DISTRICT OF ALASKA

AHTNA DESIGN-BUILD, INC., an Alaska corporation, Case Nos. 3:21-cv-00228-JMK Plaintiff, 3:22-cv-00219-JMK Consolidated vs.

ASPHALT SURFACING, INC., a ORDER REGARDING California corporation, and UNITED PENDING MOTIONS FIRE & CASUALTY COMPANY, Bond No. 54-197210,

Defendants.

UNITED STATES OF AMERICA FOR THE USE OF ASPHALT SURFACING, INC., a California corporation,

Plaintiff,

vs.

AHTNA DESIGN-BUILD, INC., an Alaska Corporation; GREAT AMERICAN INSURANCE GROUP, an Ohio corporation Bond No. 3348912,

Defendants. Pending before the Court are several motions. At Docket 53, Ahtna Design- Build, Inc. (“Ahtna”) moves to file an amended complaint.1 At Docket 69, Asphalt

Surfacing, Inc., on behalf of the United States (“ASI”) moves for leave to file its own amended complaint. At Docket 72, Ahtna moves in limine to exclude an expert witness’s rebuttal report. At Dockets 73 and 74, Ahtna moves for summary judgment with respect its claims, ASI’s counterclaims, and ASI’s Unfair Trade Practices Act claim. At Docket 75, ASI and United Fire & Casualty Company Bond No. 54-197210 (“UFCC”) move for partial summary judgment. And, at Docket 86, ASI moves to strike the Affidavit

of Randy Rogers submitted in support of Ahtna’s motion for summary judgment. All the motions are fully briefed. The Court took each under advisement without oral argument. I. BACKGROUND The following facts are undisputed unless otherwise noted. A. Ahtna Executes a Subcontract with ASI to Perform Road Maintenance Work Specified in a Prime Contract between Ahtna and the United States This dispute arises from a federal public works contract for roadway maintenance at Fort Hunter Liggett in Monterrey County, California. Ahtna is a

construction and engineering corporation headquartered in Alaska with offices in California. In 2020, Ahtna contracted with the U.S. Army (“the United States”) to resurface eight asphalt roadways in and around Fort Hunter Liggett.2 The project, Job Order Contract #W911 SA-18-D-2002, consisted of removing existing pavement

1 The docket numbers referenced herein are associated with Case No. 3:21-cv-00228, the lead case in these consolidated matters. 2 See Docket 73-2 (containing eight scopes of work for eight separate roadways). markings, cleaning and preparing specified roadways, mitigating existing cracks, removing and replacing damaged pavement, and applying a cape seal followed by a Type II slurry seal.3

A cape seal is a treatment applied to some roadways and consists of an application of an asphalt emulsion chip seal followed by the application of asphalt emulsion slurry seal.4 A slurry seal is a mixture of materials such as asphalt emulsion, graded aggregates, mineral filler, water, and other additives.5 The precise ratios of these elements is determined, and the slurry seal prepared, according to a “mix design.”6 The California

Department of Transportation (“Caltrans”) requires the mix design for different types of slurry seal to conform to certain specifications.7 Once a slurry seal is mixed, it is applied onto a pavement surface, coalesces into a film, and then cures as water evaporates.8 The prime contract between Ahtna and the United States included eight “Statements of Work” which identified contract requirements and prescribed design and

technical criteria for the work Ahtna was to perform on specific roadways.9 For instance, each Statement of Work specified the temperatures at which the roadway materials could be placed.10 However, although these Statements of Work contained some specifications regarding how the contractors should apply cape seal and slurry seal, they did not specify

3 Docket 73-2 at 14. 4 See, e.g., id. at 21 (providing for the application of cape seal on the Stuaret Road). 5 Docket 73-3 at 9. 6 See id. at 11. 7 Id. 8 Id. at 9. 9 See Docket 73-2 at 12–99. 10 See, e.g., id. at 21–22. how to mix the cape seal or the slurry seal.11 Rather, the Statements of Work required that if differences existed between Caltrans’ requirements and the contract provisions, the contractor was to follow the more stringent specifications.12

On November 24, 2020, Ahtna executed a subcontract (“the Subcontract”) with ASI to perform the asphalt paving services specified in the prime contract between Ahtna and the United States.13 The Subcontract provided that time was of the essence and that performance was to take place between November 12, 2020, and December 31, 2020.14 The Subcontract also specified which provisions of the prime contract would “flow down”

and be incorporated therein.15 The Statements of Work included in the prime contract were not incorporated in the Subcontract.16 And the Subcontract did not include any specifications for the “mix design” of the slurry seal or prescribe precautions to be taken in the event of cold or otherwise unsuitable weather.17 This Subcontract followed prior communications between Ahtna and ASI, in which Ahtna provided ASI notice to proceed

prior to the Subcontract’s execution.18

11 See, e.g., id. at 21–23 (discussing the cape and slurry seal requirements for the Stuaret Road portion of the project); id. at 33–35 (same for South Infantry Road); id. at 45–47 (same for North Infantry Road). 12 See, e.g., id. at 21 (discussing the cape and slurry seal requirements for the Stuaret Road). 13 Docket 73-6. 14 Id. at 1, 3. 15 Id. at 11, 46–71. 16 See Docket 73-6. 17 See id.; see also Docket 73-18 at ¶ 24. 18 Docket 75-3 at 17. In turn, ASI subcontracted with Graham Contractors (“Graham”) to apply the slurry seal.19 As part of its agreement to subcontract, Graham required ASI to sign an

“Inclement Weather Release,” in which ASI acknowledged it had been specifically warned that the anticipated weather conditions “are not conducive to” the application of slurry seal and that it would bear all risk associated with the application and performance of the slurry seal, among other things.20 Ahtna gave ASI notice to proceed with the project on November 2, 2020, and specified that ASI would start work on November 14, 2020, and continue until

December 31, 2020.21 At the time the parties executed the Subcontract, Ahtna was informed that cold weather might affect the project. Ahtna’s 30(b)(6) designee and project manager, Bill Lowe, testified that he had conversations in August and September 2020 with ASI employees about the possibility of the weather becoming too cold.22 Moreover, he spoke

with ASI’s president, Buck Neu, about the possibility that cold weather could affect the performance of the slurry seal.23 In his own 30(b)(6) deposition, Mr. Neu stated that ASI informed Mr. Lowe that the weather was unsuitable on multiple occasions but that Mr. Lowe insisted the Subcontract be completed by December 30th.24 However, Ahtna project manager, Randy Rogers, submitted at affidavit in support of Ahtna’s motion for

19 Docket 75-13 at 2. 20 Docket 73-5. 21 Docket 75-2 at 17. 22 Id. at 8. 23 Id. at 42. 24 Docket 75-13 at 5–6. summary judgment in which he states that Ahtna would not have entered into the Subcontract with ASI had it known it would sign a weather release with its own subcontractor, Graham.25

B.

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