Herlitz Const. Co. v. Clegg Concrete, Inc.
This text of 378 So. 2d 1002 (Herlitz Const. Co. v. Clegg Concrete, Inc.) is published on Counsel Stack Legal Research, covering Louisiana Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.
Opinion
HERLITZ CONSTRUCTION COMPANY, INC.
v.
CLEGG CONCRETE, INCORPORATED.
Court of Appeal of Louisiana, First Circuit.
*1003 Ralph E. Hood, Baton Rouge, of counsel, for plaintiff-appellee, Herlitz Const. Co.
Michael V. Clegg, Paul Marks, Jr., Baton Rouge, of counsel, for defendant-appellant, Clegg Concrete, Inc.
Before EDWARDS, LEAR and SARTAIN, JJ.
LEAR, Judge.
This is a suit for damages resulting from a breach of contract.
Clegg Concrete, Inc. (defendant-appellant) appeals a judgment awarding damages to Herlitz Construction Company, Inc. (plaintiff-appellee) in the amount of Twenty-two Thousand Five Hundred Fifty-one and 11/100 ($22,551.11) Dollars with legal interest from January 13, 1978 until paid and all costs. We affirm in part, reverse in part and remand.
Appellee is a subcontractor who had been engaged on the Cortana Mall project, in Baton Rouge, to perform the foundation work for the structural connection between Cortana Mall and Wilson's Jewelers. Under a verbal contract with appellee, appellant agreed to supply concrete to be used in this project to construct certain support pilings called caissons. Appellee's subcontract agreement with the general contractor specified that the concrete used in these caissons have a compressive strength of 3,000 pounds per square inch (P.S.I.). Although there is a conflict in the testimony regarding whether this particular specification was communicated to appellant, the evidence is clear that appellee's order specifying *1004 five bag, with air, slump of three inches should have yielded concrete having a 3,000 P.S.I. compressive strength.
The testing of cylinders taken from each of the concrete trucks revealed that one of the trucks delivered a load of concrete having a compressive strength of only 1,500 P.S.I. to 1,700 P.S.I. This finding was confirmed by further testing of core samples which were obtained directly from the caissons. Appellee's president testified that based on these test results, the general contractor ordered the performance of some corrective work consisting of the installment of sister footings which aid in distributing the weight supported by the caissons containing the deficient concrete. This proceeding was initiated to recover the expenses incurred in performing this corrective work. These expenses were itemized as follows:
1. Plaintiff's labor costs for corrective
work ..................................... $ 7,846.20
2. Plaintiff's material costs for corrective
work ..................................... 3,830.05
3. Sublet work costs for corrective
work ...................................... 745.50
4. Additional costs of project due
to delay .................................. 4,302.06
5. Costs for supervision, by general
contractor, of corrective work ............ 780.00
6. Costs of coreing, testing and analyzing
defective concrete ....................... 1,636.00
7. Costs for redesign of drilled
footings .................................. 1,708.18
8. Cost of extra dirt fill needed
due to delay .............................. 4,083.12
__________
TOTAL ......................... $27,363.32
The trial court found that appellant was responsible for the deficiency in the compressive strength of the concrete and awarded damages to appellee in the amount of Twenty-two Thousand Five Hundred and Fifty-one and 11/100 ($22,551.11) Dollars. The trial court in granting this award, disallowed Item 5 of appellee's itemized damages list and limited Item 6 to Thirty-six ($36.00) Dollars to reflect amounts actually expended by appellee.
On appeal, appellant's specification of errors presents the following issues: (1) Whether the trial court committed manifest error in finding that appellee satisfied its burden of proof as to damage, and (2) whether certain invoices and notations introduced into evidence by appellee constitute competent evidence of damages. We note that it has not been urged that the trial court erred in finding that appellant was responsible for the deficiency in the compressive strength of the concrete. However, in brief appellant alludes to other possibilities for the deficiency in the concrete. Consequently, we reviewed the entire record on this issue and do not find error in the trial court's conclusion.
Appellant alleges that in order to recover damages, appellee has the burden of showing that the damage was occasioned by defendant's fault as well as the necessity for the corrective work. Appellant further contends that appellee has failed to establish those requirements by a preponderance of the evidence. We find that in rendering judgment in favor of appellee, the trial court evidently concluded that appellee's burden of proof had been satisfied. This conclusion involved factual determinations of the trier of fact which cannot be disturbed on appeal absent a showing of manifest error. Arceneaux v. Domingue, 365 So.2d 1330 (La.1978).
It is well settled that where remedial work not contemplated by a subcontract is required to complete a project in accordance with specifications, the cost of such remedial work must be borne by the party at fault. Alumaglass Corp. v. Administratrix of Succession of Kendrick, 303 So.2d 911 (La.App.1st Cir., 1974).
On appeal, appellant's fault in delivering deficient concrete is not disputed. However, the central question remains whether the necessity for the corrective work resulted from appellant's fault. The evidence clearly establishes that due to test results indicating a deficiency in the compressive strength of the concrete, appellee was required by the general contractor to *1005 perform corrective work not contemplated by the subcontract. The evidence additionally shows that appellee complied with this request and erected several sister footings to aid in distributing the weight supported by the caissons containing the deficient concrete. Furthermore, there is no testimony in the record indicating that these remedial repairs were unnecessary or unreasonable. On the contrary, it is self-evident that since the concrete used in the caissons did not meet the compressive strength specifications, remedial work was necessary to enable the caissons in question to support the designated weight.
After thoroughly reviewing the entire record, we cannot say that the trial court erred in concluding the evidence sufficient to establish that the remedial repairs were necessary and resulted from appellant's fault.
Appellant additionally urges that the trial court erred in admitting, over objection, certain third party invoices and other written notations allegedly representing expenses incurred in performing the corrective work. Appellant contends these items constitute inadmissible hearsay evidence.
The record reflects that appellee's proof of damages consisted of testimony by appellee's treasurer, Mr. Bennett, verifying appellee's time sheets, third party invoices and notations of amounts owed to third parties made under appellee's letterhead. Appellee contends that these evidentiary items were admissible under the business records exception to the hearsay rule.
The business records exception to the hearsay rule, as all other exceptions, is predicated upon considerations of reliability and necessity.
Free access — add to your briefcase to read the full text and ask questions with AI
Related
Cite This Page — Counsel Stack
378 So. 2d 1002, 1979 La. App. LEXIS 3237, Counsel Stack Legal Research, https://law.counselstack.com/opinion/herlitz-const-co-v-clegg-concrete-inc-lactapp-1979.