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ST9601-SP 980604
CERTIFICATION Gifford-Hill Concrete Products Project: Wrangler Drive Localion: Coppell, Texas Submittal Date: June 4, 1998 Conicactor: Scava, Ltd. Engineer: Revision Dale: This is to certi~/thai Ihe foTIowing quantilies werelwilf be manufactured in accordance wilh ASTM C-76 (lalest revision), REINFORCED CONCRETE CULVERT. STORM DRAIN AND SEWER PIPE, Structure Size Joint Type Of Quantity _ Number (Diameter) Wait Length Joinl Class 2D851' NtA 18" 2.50" 4', 6', 8' ' Tongue &Groove 3 216.95' NtA 21" 2.75" 4', 6', 8' * Tongue &Groove 3 262.00' NIA 27" 3.25" 4', it, 8' * Tongue &Groove 3 307.39' NtA 30" 3.50" 4% 6', 8' * Tongue &Groove 3 182,00' NtA 36" 4,00" 4', 6', 8' * Tongue &Groove 3 69.02' NIA 42" 4.50" 4', 6', 8' * Tongue &Groove 3 294.00' NtA 48" 5.00" 4', 6', 8' * Tongue &Groove 3 39800' NfA 54" 5.50" 4', 6', 8' ' Tongue &Groove 3 18.00' NtA B0" 6.00" 4', 6', 8' * Tongue &Groove 3 ° Preformed Plaslicized Joint Malerial 86/84/1998 15:28 2145255868 GIFFORD-HILL PAGE 3500 Maple Avenue - P.O. Box 190999 Dallas, Texas 75219-0999 iilFFOIiB.HII. L TELEPHONE: (214) 525-5500 FAX: (214) 525.5868 - FACSIMILE MESSAGE- PLEASE DELIVER THE FOLLOWING PAGE(S) TO: COMPANY: scava FAX FROM: DATE: TOTAL # OF PAGES _l_.& COVER SHEET FOR QUESTIONS OR INCOMPLETE TRANSMISSION, PLEASE CALL IMMEDIATELY - ACKNOWLEDGEMErIT REQUIRED: YES NO RECEIVED BY: DATE: