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ST0004(2006)-LR060616LAWRENCE 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 -36 Sam Garrett - Advanced Paving Company REPORT DATE: 6/16/06 SPECIFICATIONS Set #1 PROJECT DATA Strength (psi) 4200/28 Max. Load Ibs Placement Date 5/19/2006 Slump (in.) 3 - 5 Sampled By Alex Maya Air Content ( %). 3 -6 Weather Cloudy Concrete Temp (°F) 95 max 1 -1 Supplier /Mix: Beall/3401-1504 113670 28.27 4020 FIELD DATA SET #1 1 1 -2 Ticket # 88040979 Time Batched 5.28 AM Time Sampled 6 10 AM Slump (in.) 5" Air Content: 4 5 Unit Weight: N/A Conc Temp ( °F) 80 Ambient Temp ( °F) 66 Yardage (c y) 10 Of 30 Placement Location. Paving - Repair along Freeport Parkway Section #119 130040 28.27 Remarks: C 1 -5 - Ticket #- Slump (in.) Conc Temp ( °F) Placement Location. Remarks. FIELD DATA SET# Time Batched Time Sampled Air Content: Unit Weight: Ambient Temp (°F). Yardage (c.y ) CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39 Set #1 finder # Test Date Age (Days) Max. Load Ibs Area sq in. Strength (psi) FC Notes 1 -1 5/26/2006 7 113670 28.27 4020 D 1 1 -2 6/2/2006 14 118220 28.27 4181 C 1 -3 6/16/2006 28 128400 28.27 4540 A 1 -4 6/16/2006 28 130040 28.27 4600 C 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, C143, C172, C231 Note I his report Is for 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. g4w 4" U4,1- 3 � LAWRENCE ENGINEERIN q t ', j 04 L 1ProjeclslProjects 20061C06 -0303 Freeport Pkwy1C06- 0303 -36 Concrete Insp Report 5 -19 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 -36 'Sam Garrett - Advanced Paving Company REPORT DATE: SPECIFICATIONS PROJECT DATA Strength (psi) 4200/28 Placement Date. 5/19/2006 Slump (in.) 3 -5 Sampled By Alex Maya Air Content ( %) 3 -6 Weather Cloudy Concrete Temp ( °F): 95 max Supplier /Mix: Beall /3401_1504 Ticket #- Slump (in.) Conc Temp Placement Location Remarks FIELD DATA SET #1 88040979 Time Batched 5.28 AM Time Sampled 6 10 AM 5" Air Content: 4 5 Unit Weight: N/A 80 Ambient Temp (°F). 66 Yardage (c.y) 10 of 30 Paving - Repair along Freeport Parkway Section #119 CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39 FIELD DATA SET# Ticket #- Time Batched Time Sampled Slump (in.) Air Content. Unit Weight: Conc. Temp (°F): Ambient Temp (°F) Yardage (c y) Placement Location: Notes Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39 Set #1 Cylinder # Test Date Age (Days) Max. Load Ibs Area in. Strength (psi) FC Notes 1 -1 5/26/2006 7 113670 28.27 4020 D 1 1 -2 612/2006 14 118220 28.27 4181 C 1 -3 6/16/2006 28 28.27 1 -4 6/16/2006 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, E= COLUMNAR (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS 0138, C143, C172, C231 Note: I his report Is for 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. LAWRENCE ENGINEERING /c-/p4 L \Projects \Projects 2006 \006 -0303 Freeport Pkwy\C06- 0303 -36 Concrete Insp. Report 5 -19