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Coppell Greens 2-LR 991112CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: Argus Develpoment PROJECT: Coppell Greens REPORT DATE: 11-12-99 REPORT NO.: 99-132.167 SPECIFICATIONS PROJECT DATA Strength (psi): 3000 @ 28 days Date of Placement: 10-14-99 Slump (in.): 2.5"-4" Sampled By: OC Rogers Air Content (%): 4% - 5% Weather: Sunny and Warm Concrete Temp (°F): 100° Supplier/Mix: TXI FIELD DATA SET # 1 Ticket #: 1436903 Time Batched: 7:19 AM Time Sampled: 7:45 AM Slump (in.}: 3" Air Content (%): 4% Unii Weight (pcf): Concrete Temp (°F): 90° Air Temp (°F): 69° Yardage (cu.yd.): 100 Location/Remarks: Paving - Dalemellov -Station 2+50 FIELD DATA Set #2 Ticket #: 1436957 Time Batched: 7:51 AM Time Sampled: 8:30 AM Slump (in.): 3.5" Air Content (%): 3.5 Unit Weight (pcf): Concrete Temp (°F). 89° Air Temp (°F): 70° Yardage (cu.yd.): 150 Location/Remarks: Paving - Dalemellov -Station 1 +59 FIELD DATA SET #3 Ticket #: 1437163 Time Batched: 9:30 AM Time Sampled: 10:20 AM Slump (in.): 4.5" Air Content (%): 5% Unit Weight (pcf): Concrete Temp (°F): 94° Air Temp (°F): 78° Yardage (cu.yd.): 300 Location/Remarks: Paving -Laird Drive -Station 5+50 FIELD DATA SET #4 Ticket #: 1437315 Time Batched: 11:02 AM Time Sampled: 11:20 AM Slump (in.): 4.5" Air Content (%): 5% Unit Weight (pcf): Concrete Temp (°F}: 95° Air Temp (°F): 82° Yardage (cu.yd.): 450 Location/Remarks: Paving -Kilhriaht Station 1 ~+5n FIELD DATA. SET #5 Ticket #: 1437513 Time batched: 1:04 PM Time Sampled: 2:20 PM Slump (in.): 2" Air Content (%): 5.0 Unit Weight (pcf): Concrete Temp (°F): 97° Air Temp (°F): 90° Yardage (cu.yd.): 620 Location/Remarks: Pavino - Kilbridae Station 1 +50 FIELD DATA SET #6 Ticket #: 1437631 Time Batched: 2:20 PM Time Sampled: 3:00 PM Slump (in.): 2" Air Content (%): 5%. Unit Weight (pcf): Concrete Temp (°F): 97° Air Temp (°F): 90° Yardage (cu.yd.): 750 LocationlRemarks: Paving - Kilbridge Station 4 + 50 2502 Gravel Drive • Fort Worth, Texas 761 18 • 817.595.0064 telephone • 817.589.7279 metro • 817.595.0708 fax So~teCll Page No.: 2 Rannrt Nn • 99-13? 1 Fi7 •--r------~ -- -- - CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED BY SOILTECH ENGINEER[NG AN[3 TESTING, INC. ARE PER ASTM C31, TESTED PER ASTM C39 SET NO. CYLINDER NO. DATE TESTED AGE (days) MAX. LOAD (Ibs) STRENGTH (psi) NOTES 1-1 10-21 7 110000 3890 1 1-2 10-21 7 113000 4000 Set 1-3 11-11 28 136000 4810 1-4 11-11 28 138500 4900 2-1 10-21 7 120000 4245 2 2-2 10-21- 7 116000 4100 Set 2-3 11-11 28 151000 5340 2-4 11-11 28 148000 5240 3-1 10-21 7 117000 4140 3 3-2 10-21 7 116000 4100 Set 3-3 11-11 28 139000 4920 3-4 11-11 28 141000 4990 4-1 10-21 7 116500 4120 4 4-2 10-21 7 119000 4210 Set 4-3 11-11 28 145500 5150 4-4 11-11 28 150000 5310 5-1 10-21 7 111000 3930 5 5-2 10-21 7 114000 4030 Set 5-3 11-11 28 148500 5250 5-4 11-11 28 136000 4810 6-1 10-21 7 113000 4000 6 6-2 10-21 7 116000 4100 Set 6-3 11-11 28 146500 5180 6-4 1 11 28 151000 5340 Soiltec E~4i~~, d ~ting, c (/%1 -mot m M. Perdue Materials Testing Manager 2502 Gravel Drive • Fort Worth, Texas 76118 • 817.595.0064 telephone • 817.589.7279 metro • 817.595.0708 fax