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ST0004(2006)-LR060621LAWRENCE ENGINEERING ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING 12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108 CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT City of Coppell REPORT DISTRIBUTION PROJECT Freeport Parkway Rick O'Dell - City of Coppell LE REPORT #• C06- 0303 -46 Sam Garrett - Advanced Paving Company REPORT DATE 6/21/06 SPECIFICATIONS Strength (psi) 4200/28 Slump (in ) 3 -5 Air Content ( %) 3 - Concrete Temp ( °F) 95 max Set #1 PROJECT DATA Placement Date 6/14/2006 Sampled By Alex Maya Weather Clear /Sunny Supplier /Mix Beall/3401 Test Date A e (Days) FIELD DATA SET #1 Area (sq in } Strength (psi) Ticket # 13665454 Time Batched 11 56 AM Time Sampled 12 30 PM Slump (in) 5" Air Content 32 Unit Weight: N/A Conc Temp ( °F) 91 Ambient Temp ( °F) 93 Yardage (c y) 10 of 40 Placement Location Paving - South bound lane section #207 3950 C Remarks 1 -2 6/28/2006 14 131280 2827 4640 FIELD DATA SET# 1 -3 Ticket # 28 Time Batched Time Sampled 5120 Slump (in } Air Content: Unit Weight: 28 Conc Temp (°F) 2¢ 27 Ambient Temp ( °F) Yardage (c y ) Placement Location - H Remarks CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39 Set #1 Cylinder # Test Date A e (Days) Max. Load (lbs) Area (sq in } Strength (psi) FC Notes 1 -1 6/21/2006 7 111690 2827 3950 C 1 1 -2 6/28/2006 14 131280 2827 4640 A 1 -3 7/12/2006 28 144620 2827 5120 A 1 -4 7/1212006 28 14865Q 2¢ 27 5260 A 1 -5 - H (1) NORMAL CYLINDER SIZE 6" X 12" AREA 28.27 sq in. UNLESS NOTED ABOVE (2) FAILURE TYPE A =CONE, B =CONE AND SPLIT C =CONE AND SHEAR D =SHEAR E= COLUMNAR (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS C138 0143 C172 C231 N ote I his report is for the exclusive usFof the Client addresse This report may not be reproduced except in its entirety without the written consent of LE Results apply only to above tests r Ro. � n LAWRENCE ENGINEERIN , (d S &� L \Projects \Projects 2006 \CD6 -0303 Freeport Pkwy\Copy of C06- 0303 -46 Concrete Insp Report 6- 14.xis LAWRENCE ENGINEERING ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING 12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108 CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT. City of Coppell REPORT DISTRIBUTION PROJECT Freeport Parkway Rick O'Dell - City of Coppell LE REPORT #- C06- 0303 -46 Sam Garrett - Advanced Paving Company REPORT DATE 6/21/06 SPECIFICATIONS PROJECT DATA Strength (psi) 4200/28 Placement Date. 6/14/2006 Slump (in.) 3 -5 Sampled By Alex Maya Air Content ( %) 3 -6 Weather Clear /Sunny Concrete Temp ( °F) 95 max Supplier /Mix: Beall /3401-15 CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39 FIELD DATA SET #1 Cylinder # Ticket #- 13665454 Time Batched 11 56 AM Time Sampled 12 30 PM Slump (in.) 5" Air Content: 3.2 Unit Weight: N/A Conc Temp (°F) 91 Ambient Temp ( °F) 93 Yardage (c y) 10 of 40 Placement Location. Paving - South bound lane section #207 Remarks. FIELD DATA SET# 1 -1 Ticket #- Time Batched Time Sampled Slump (in.) Air Content: Unit Weight: Conc Temp (°F) Ambient Temp (°F) Yardage (c y ) Placement Location 2827 Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39 Set # Cylinder # Test Date Age (Days) Max. Load Ibs Area sq in. Strength psi FC Notes 1 -1 6/21/2006 7 111690 2827 3950 C 1 1 1 -2 6/28/2006 14 2827 1 -3 7/12/2006 28 28.27 1 -4 7/12/2006 28 28.27 1 -5 - H (1) NORMAL CYLINDER SIZE 6" X 12 ", AREA 28.27 sq. in. UNLESS NOTED ABOVE. (2) FAILURE TYPE A =CONE, B =CONE AND SPLIT C =CONE AND SHEAR, D= SHEAR, F= COLUMNAR (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS C138, C143, C172 C231 Note I his report is tor the exclusive use of e Client addressed This report may not be reproduced except in its entirety, without the written consent of LE. Results apply only to above tests. i W ► K/t/ . LAWRENCE ENGINEERING `-22 -06 L.1Projects\Projects 20061C06 -0303 Freeport Pkwy\Copy of C06- 0303 -46 Concrete Insp Report 6 -14