Blount Brothers Corporation v. The United States

872 F.2d 1003, 35 Cont. Cas. Fed. 75,646, 1989 U.S. App. LEXIS 5069, 1989 WL 36044
CourtCourt of Appeals for the Federal Circuit
DecidedApril 18, 1989
Docket88-1479
StatusPublished
Cited by23 cases

This text of 872 F.2d 1003 (Blount Brothers Corporation v. The United States) is published on Counsel Stack Legal Research, covering Court of Appeals for the Federal Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Blount Brothers Corporation v. The United States, 872 F.2d 1003, 35 Cont. Cas. Fed. 75,646, 1989 U.S. App. LEXIS 5069, 1989 WL 36044 (Fed. Cir. 1989).

Opinion

MICHEL, Circuit Judge.

Blount Brothers Corporation (Blount Bros.) appeals the decision of the Armed Services Board of Contract Appeals (board), ASBCA No. 29862 (February 25, 1988), awarding a downward adjustment of $87,340.00 to the United States Army Corps of Engineers (government) because the gravel or “coarse aggregate” furnished pursuant to Blount Bros.’ contract with the government failed to meet contract requirements as to color. We reverse because the board’s Finding of Fact No. 14, i.e., that a tan and brown aggregate that would meet all of the contract specifications existed in Montgomery, Alabama, is not supported by substantial evidence; the board's conclusion that Blount Bros, failed to establish impossibility is, therefore, in error.

Background

Blount Bros, and the government entered into a contract dated August 12, *1004 1982, for additions, alterations and improvements to the existing United States Air Force Hospital located at Wright-Patterson Air Force Base in Ohio.

Provision 6.2.2 of the contract specified that the concrete for use in connection with the hospital walls be made using tan and brown aggregate:

Aggregates for normal weight concrete shall conform to ASTM C 33. Maximum nominal aggregate size shall be 1" for slabs on grade and footings and %" for all other work. Coarse aggregate for exposed ribbed concrete walls shall be tan and brown washed river gravel. Adequate supply of approved gravel shall be required to provide uniform concrete for all exposed work. (Emphasis added.)

In addition, Provision 8 stated with relation to the concrete mix that the goal was: “uniformity in texture, color and distribution of aggregate in [the] mix.” Provision 19.2 explained how the ribbed concrete walls would be bush hammered in order to expose the aggregate consistently and completely.

The board supported its Findings of Fact Nos. 9 and 12 that the aggregate was not “tan and brown washed river gravel” using a photograph of a sample panel of bush hammered concrete containing the aggregate, Exhibit A-l, and a sample of gravel taken from a stockpile at the subcontractor’s place of business, Exhibit G-3. Finding of Fact No. 9 reads:

The contract required Blount to prepare sample concrete panels for examination and approval by Government (R4, tab C at 3A-4). On December 20, 1982, Blount poured the required sample concrete panels (tr. 1/100, 2/78, 4/179-181). After the concrete had sufficiently hardened Blount bush hammered the vertical ribs of the sample panel to expose the aggregate. Thereafter, Government examined the sample panel and observed that the exposed aggregate was not tan and brown. The aggregate was approximately 85% various shades of gray, white and blue. At most only 15% of the aggregate might be considered remotely approaching the color requirement of tan and brown_ (R4, tab B2; tr. 1/112/13, 225, 2/190-91, 215-16, 3/130, 181, 133-134, 197, 4/31-33, 35, 109, 179-81; exhs. A-l, -83, -85; exh. G-3) (emphasis added).

Finding of Fact No. 12 reads:

Blount decided to pour a second sample concrete panel containing a greater concentration of aggregate in the ribs. Such a panel was poured early in February 1983 (tr. 1/100; exh. A-22). By the time of pouring such sample the problem of proper size gradation of the aggregate had been solved by use of an additional screening of the aggregate (R4, tab B3; tr. 4/36, 5/94; exh. A-92). Unfortunately, the coloration problem remained unsolved. The aggregate still was largely gray and white. {Exhs. A-l, -2; exh. G-3) (emphasis added). Government insisted that the aggregate did not meet the contract specifications (R4, tab B4).

Although only one gravel sample from the subcontractor’s place of business was submitted as evidence, Exhibit G-3, another sample of gravel also had been drawn by the government and testimony on both samples was heard by the board. From the testimony as to source, the other sample was drawn by Roy Childers, a materials technician for the government, from another stockpile at the subcontractor’s place of business, rather than the stockpile actually used. However, both parties mistakenly refer to Roy Childers’ sample as Exhibit G-3, Appellant’s brief, p. 28, Appellee’s brief, p. 11 n. 6. The stockpile from which G-3 was drawn was not made clear by the record.

The board also heard testimony concerning four photographs of the subcontractor’s actual stockpile of aggregate for the Wright-Patterson Hospital contract. The government’s and Blount Bros.' witnesses disagreed on whether the photos accurately depicted the color of the stockpile. The board made no explicit determination.

Finally, evidence was presented about efforts made by Blount to locate proper gravel and about locations suggested by the government where it asserted Blount could *1005 find gravel that would comply with contract color. The board concluded that Blount Bros, had not established impossibility because a source of aggregate that met all of the contract needs existed in Blount Bros.’ “back yard,” Montgomery, Alabama. Finding of Fact No. 14. Blount challenges the testimony that supported this conclusion as being so incomplete and nonspecific as to be insufficient as a matter of law.

OPINION

Blount Bros, brings this appeal pursuant to the Contract Disputes Act of 1978, 41 U.S.C. § 607 (g) (1982). While we may freely review the board’s conclusions of law, under the Act our review of the board’s findings of fact is limited to a determination whether those findings are arbitrary, capricious, based on less than substantial evidence, or rendered in bad faith. 41 U.S.C. § 609(b) (1982). American Electronic Laboratories, Inc. v. United States, 774 F.2d 1110, 1112 (Fed.Cir.1985). In this appeal, we are concerned solely with whether the board’s findings are supported by substantial evidence. “Substantial evidence means ‘such relevant evidence as a reasonable mind might accept as adequate to support a conclusion. Consolidated Edison Co. v. NLRB, 305 U.S. 197, 229, 59 S.Ct. 206, 217, 83 L.Ed. 126 (1938).’ (Citations omitted.)” United States v. General Electric Corp., 727 F.2d 1567, 1572 (Fed.Cir.1984).

Even though there may be adequate evidence to support alternative findings of fact, “the one chosen by the Board is binding on this court regardless of how we might have decided this issue upon a de novo review.” William F. Klingensmith, Inc. v. United States, 731 F.2d 805, 809 (Fed.Cir.1984).

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Bluebook (online)
872 F.2d 1003, 35 Cont. Cas. Fed. 75,646, 1989 U.S. App. LEXIS 5069, 1989 WL 36044, Counsel Stack Legal Research, https://law.counselstack.com/opinion/blount-brothers-corporation-v-the-united-states-cafc-1989.