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Northlake WE P10B-LR 940919
G~O- ~ CONSd3LTING ENGINEERS IN: T~Q~e nvironmenta[ Assessments ~l~, Soits & Foundations Construction Materiats Testing "Excettence by Experience,, Cce~ercia[ & Industrial Inspection PO Box 92548 · Southiake, Texas 76092 · (817) t29-0281 CONCRETE CYLINDER TEST RESULTS PROJECT: Northlake Woodlands #10, Phase B LOCATION: Coppell JOB #: 94-1104 DATE OF BREAK: 09-19-94 DAY: Monday CLIENT: Fircon Venture LTD CONTRACTOR: Site Concrete c/o Tipton Engineering CYL. SLUMP DATE OF DAYS I.D. LOCATION (IN.) SAMPLE AGED POUNDS PSI Bethel School Rd: 23 A @ Station 15+00 3.75" 09-12-94 7 86,000 3042 23 B @ Station 15+00 3.75" 09-12-94 7 85,500 3024 24 A @ Station 16+50 2.0" 09-12-94 7 87,000 3077 24 B @ Station 16+50 2.0" 09-12-94 7 86,500 3059 25 A @ Station 18+00 3.5" 09-12-94 7 84,500 2989 25 B @ Station 18+00 3.5" 09-12-94 7 86,500 3059 26 A @ Station 19+50 2.75" 09-12-94 7 87,500 3095 26 B @ Station 19+50 2.75" 09-12-94 7 86,000 3042 27 A @ Station 21+00 2.0" 09-12-94 7 85,000 3006 27 B @ Station 21+00 2.0" 09-12-94 7 87,500 3095 28 A @ Station 22+50 2.5" 09-12-94 7 88,000 3112 28 B @ Station 22+50 2.5" 09-12-94 7 88,500 3130 29 A @ Station 24+00 3.0" 09-12-94 7 84,500 3130 29 B @ Station 24+00 3.0" 09-12-94 7 87,000 3077 30 A @ Station 25+50 2.75" 09-12-94 7 85,500 3024 30 B @ Station 25+50 2.75" 09-12-94 7 86,500 3059 31 A @ Station 27+00 3.0" 09-12-94 7 89,000 3148 31 B @ Station 27+00 3.0" 09-12-94 7 87,500 3095 32 A @ Station 28+50 3.25" 09-12-94 7 86,000 3042 32 B @ Station 28+50 3.25" 09-12-94 7 85,000 3006 (Continued on next page) PAGE 2 JOB #: 94-1104 DATE: 09-19-94 CYL. SLUMP DATE OF DAYS I.D. LOCATION (IN.) SAMPLE AGED POUNDS PSI 33 A @ Station 30+00 2.75" 09-12-94 7 84,500 2989 33 B @ Station 30+00 2.75" 09-12-94 7 86,500 3059 34 A @ Station 31+50 3.5" 09-12-94 7 86,500 3059 34 B @ Station 31+50 3.5" 09-12-94 7 88,500 3130 35 A @ Station 33+00 2.75" 09-12-94 7 85,000 3006 35 B @ Station 33+00 2.75" 09-12-94 7 87,500 3095 36 A @ Station 34+00 2.25" 09-12-94 7 85,500 3024 36 B @ Station 34+00 2.25" 09-12-94 7 85,000 3006 SPECIFICATIONS: 3000 psi @ 28 days SUPPLIER: Site Concrete Patrick Corbett Technician