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DR0001-LR030617Client: City of Coppell Project: MacArthur Samuel Drainage Protect TMI Report No.: 45429 -010 Report Date: 06/17/2003 Report Distribution: (1) City of Coppet Strength 3000 psi @ 28 Days Placement Date 05/1912003 Slump 1 in min 3 in max Sampled By Mohammed A. Kashem Air Content 3 % min 5 % Max Weather Clear Concrete Temperature n/a Supplier /Mix Lattimore Materials /1263 Ambient Temperature n/a Air Content Method ASTM C -231 -B Field Data Set #1 Ticket Number. 3159667 Time Batched: 2:35 not Time Sampled: 3:42 pm Slump: 3.5 in` Air Content: 4.0 %, Unit Weight: n/a Concrete Temperature: 92" F Ambient Temperature: 90° F Yardage (c.y.): 5.5 of 5.5 Placement Location: Street cut at North bound lane, Samuel Blvd. for storm sewer and 60' North from MacArthur Sample Location: Street cut at North bound lane, Samuel Blvd., for storm sewer and 60' North from MacArthur An asterisk (') appears next to field data which does NOT meet specifications Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138. C143, C172, C1064, and C617 or C1231. TERRA -MAR, INC. Mike Fuller Project Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGWEW 11050 Ables Ln.. Dallas, Texas 75229 phone: ( 972) 488 -8800 fax (972) 488 -8080 Concrete Compression Test Report Page I of I nssn Conc rete Compression Test Results Cylinder y Age Max Load Area Stren th (psi Fracture Type Set # # Test Date ( days) (Ibs. force) (sq.in.) 1 05190301 05/22/2003 3 72100 28.27 2550 unbonded cap 1 05190302 05/26/2003 7 84010 28.27 2970 unbonded cap 1 05190303 06/16/2003 28 114650 28.27 4050 unbonded cap 1 05190304 06116/2003 28 115710 28.27 4090 unbonded cap 28 day average 4070 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138. C143, C172, C1064, and C617 or C1231. TERRA -MAR, INC. Mike Fuller Project Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGWEW 11050 Ables Ln.. Dallas, Texas 75229 phone: ( 972) 488 -8800 fax (972) 488 -8080 Concrete Compression Test Report Page I of I nssn Client: City of Coppell Project: MacArthur Samuel Drainage Project TMI Report No.: 45429 -008 Report Date: 06/17/2003 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW 11050 Ables Ln., Dallas, Texas 75229 phone- 972) 488 -8800 rax -(972) 488 -8080 Concrete Compression Test Report Report Distribution: (1) City of Coppell Strength 4200 psi @ 28 Days Placement Date 05j16/2003 Slump 3 in min 5 in max Sampled By John Restau Air Content 3 % min 5 % Max Weather Cloudy /Windy Concrete Temperature nla Supplier /Mix Lattimore /1263 Ambient Temperature n/a Air Content Method ASTM C -231 -B Concrete Compression Test Results Field Data Set #1 Test Date Ticket Number: 3159605 Time Batched: 2:25 pm Time Sampled: 3:07 pm Slump: 3 In Air Content: 4.7 %, Unit Weight: n/a Concrete Temperature: 87° F Ambient Temperature: 85" F Yardage (c.y.): 10 of 10 Placement Location: Inlet boxes. North bound lane Samuels, approximately 45' of intersection with MacArthur, West bound lane approximately 20' West of Samuels intersection 1 Sample Location: Inlet box. North bound lane. Samuels 7 Concrete Compression Test Results Normal cylinder size. 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C136, C141 C172, C1064, and C617 or C1231. (O D TERRA -MAR, INC. Mike Fuller Project Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report. or any part therein. is strictly prohibited without the express written consent of TMI Paec 1 ul I Cylinder Test Date Age ( days) Max Load ( lbs. force) Area ( sq.in.) Stren th (psi Fracture Type Set # # 1 05160301 05/23/2003 7 102470 28.27 3620 unbonded cap 1 05160302 06/1312003 28 120700 28.27 4270 unbonded cap 1 05160303 06/13/2003 28 120960 28.27 4280 unbonded cap 1 05160304 Hold 28 day average 4280 Normal cylinder size. 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C136, C141 C172, C1064, and C617 or C1231. (O D TERRA -MAR, INC. Mike Fuller Project Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report. or any part therein. is strictly prohibited without the express written consent of TMI Paec 1 ul I