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Sandy Lk Med-LR031230
Client: Project: CF Jordan Coppe{{ HeaJth Center Report of Concrete Compression Testing Distdbution: Report No. Technician: 03-1041-45 J. Pacheco Specifications Test Data File Index: CON Strength (psi): 3000 Slump (in.): 5 Air Content (%): Concrete Temp (°F Ticket #: 89034639 Slump (in.): 4 1/2 Concrete Temp (°F): 81 Sample Location: Placement Date: Weather: Supplier/Mix: Air Content Method: Set # 2 Time Batched: 9:34 Air Content (%): Air Temp. (°F): 57 12/30103 Clear Beall C231/C173 Time Sampled: 12:30 Unit Weight (pc'O: N/A Yardage fcy): 4 of 11 Pier NW-Dumpster, Northwest Corner of Dumpster No Pier # Location SpeclmentD Test~ Age MaxLoad Area{in;) Strength Fract. Notes 61 1/6 7 109170 28.27 3860 62 1/27 28 140110 2827 4955 63 1/27 28 136960 28.27 4845 64 H H Respectfully submitted, SPECTRUM GLOBAL SERVICES, iNC. 4552 BELT%A/AY DR. ADDISON, TX 75001 VOICE: 469-918-0100/FAX: 469-918-0101 TESTED FOR: C.F. Jordan PROJECT: Coppell Health Center DATE: 12/30/03 OUR REPORT NO.: 03-1041 Curve No.: 4 Maximum Dry Density 1172 PCF Optimum Moisture Content 13.8% 130 120 ~ 110 '" 100 140 ........ : --, ........... %... 90 t -.4. 8O 0 5 10 15 Moisture Content, percent 20 25 30 Sample Description Location: Compaction Test Procedure: Crushed Limestone Fle×ibl~. Base. ASTMD698 Liquid Limit: Plasticity Index: non-plastic non-plastic Gravel: Sand: Silt & Clay: Respectfully Submitted, Spectrum GlobCil Services, Inc.