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PA9901-LR061127LAWRENCE ENGINEERING _ ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING 12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108 oncrete Compression Test Report Client: y of Coppe Report Distribution: (1) Larry Davis - City of Coppell Project: Wagon Whe ark (1) John Elias - Parks Dept. Parking Lot I provement LE Report Report Date: Specifications Cylinder Test Data Strength 3600 psi @ 28 Days Placement Date 10/23/2006 Slump 3 in min 5 in max Sampled By Joe Flores Air Content 3 % min 6 % max Weather Cold/Windy Concrete Temperature 95° F max Supplier /Mix TXI/8274 Ambient Temperature n/a Air Content Method ASTM C -231 -B Placement Location: Paving 5' S.W. of TC 21.65 of grading plan L -3 Sample Location: �a , � _ � 6 ,�� fro •: a iiQ.�YM �i7� r '3 � �'. '�.�, -4"e' �s.`,`., 3 . ;, � + 7 t�.a�'�� x "�C° ' '�� Normal cylinder size: 6" x 12" Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. LAWRENCE ENGINEERING GA D. Dry 27/ Construction Materials 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 LE. 01 Page 1 of 3 Cylinder Age Max Load Area Stren th Fracture Set # # Test Date (days) (lbs. force) (sq.in.) (ps1 Type 1 WWP10230601 10/30/2006 7 96540 28.27 3410 unbonded cap 1 WWP10230602 11/20/2006 28 132600 28.27 L¢90 unbonded cap 1 WWP10230603 11/20/2006 28 137710 28.27 LAP70 unbonded cap 1 WWP10230604 Hold 28 day average 4780 Normal cylinder size: 6" x 12" Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. LAWRENCE ENGINEERING GA D. Dry 27/ Construction Materials 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 LE. 01 Page 1 of 3 LAWRENCE ENGINEERING I♦ ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING 12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108 Concrete Compression Test Report Client: City of Coppell Report Distribution: (1) Larry Davis - City of Coppell Project: Wagon Wheel Park (1) John Elias - Parks Dept. Parking Lot Improvements LE Report No.: C06- 0903 -007 Report Date: 11/27/2006 Specifications Cylinder # Test Data Strength 3600 psi @ 28 Days Placement Date 10/23/2006 Slump 3 in min 5 in max Sampled By Joe Flores Air Content 3 % min 6 % max Weather Cold/Windy Concrete Temperature 95° F max Supplier /Mix TXI/8274 Ambient Temperature n/a Air Content Method ASTM C -231 -B Resat ; ,.. Ticket Number: 348735 Time Batched: 8:15 AM Time Sampled: 9:35 AM Slump: 4 in Air Content: 3.9% Unit Weight: Concrete Temperature: 70° F Ambient Temperature: 58° F Yardage (c.y.): 130 of 250 Placement Location: Paving 10' N.E. of TC 19.88 of grading plan L -3 Sample Location: Co M-retwCbsVvewimT,6stRliii4otlliii�� Set # Cylinder # Test Date Age (days) Max Load (lbs. force) Area (sq.in.) Stren th (ps� Fracture Type 2 WWP10230605 10/30/2006 7 117730 28.27 4160 unbonded cap 2 WWP10230606 11120/2006 28 154890 28.27 5480 unbonded cap 2 WWP10230607 11/20/2006 28 149960 28.27 5300 unbonded cap 2 WWP10230608 Hold 28 day average 5390 Normal cylinder size: 6" x 12" Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 orC1231. LAWRENCE ENGINEERING Ga D. Dry r' /27/ 04 Construction Materials 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 LE. o Page 2 of 3 LAWRENCE ENGINEERING _ ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING 12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108 Concrete Compression Test Report Client: City of Coppell Report Distribution: (1) Larry Davis - City of Coppell Project: Wagon Wheel Park (1) John Elias - Parks Dept. Parking Lot Improvements LE Report No.: C06- 0903 -007 Report Date: 11/27/2006 Specifications Cylinder # Test Data Strength 3600 psi @ 28 Days Placement Date 10/23/2006 Slump 3 in min 5 in max Sampled By Joe Flores Air Content 3 % min 6 % max Weather Cool/Windy Concrete Temperature 95° F max Supplier /Mix TXI/8274 Ambient Temperature n/a Air Content Method ASTM C -231 -B unbonded cap 3 WWP10230611 11/20/2006 28 171880 w � Ftel& .# Ticket Number: 348939 Time Batched: 10:49 AM Time Sampled: 12:00 PM Slump: 7 in" Air Content: 4.1 % Unit Weight: Concrete Temperature: 75° F Ambient Temperature: 72° F Yardage (c.y.): 120 of 150 Placement Location: Paving 5 E. of TC 17.96 on grading plan L -3 28 day average Sample Location: An asterisk (*) appears next to field data which does NOT meet specifications. CdrGrBtiet9iC� *'1�- � ",. Set # Cylinder # Test Date Age (days) Max Load (lbs. force) Area (sq.in.) Stren th (psi Fracture Type 3 WWP10230609 10/30/2006 7 142040 28.27 5020 unbonded cap 3 WWP10230610 11/20/2006 28 164820 28.27 5830 unbonded cap 3 WWP10230611 11/20/2006 28 171880 28.27 6080 unbonded cap 3 WWP10230612 Hold 28 day average 5960 Normal cylinder size: 6" x 12" Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. U .� LAWRENCE ENGINEERING Gary . Dry Construction Materials 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 LE. 01 Page 3 of 3 LAWRENCE ENGINEERING _ ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING 12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108 111110111 Concrete Compression Test Report Client: City of Coppell Report Distribution: (1) Larry Davis - City of Coppell Project: Wagon Wheel Park (1) John Elias - Parks Dept. Parking Lot Improvements LE Report No.: C06- 0903 -008 Report Date: 11/27/2006 Specifications Cylinder Test Data Strength 3600 psi @ 28 Days Placement Date 10/24/2006 Slump 3 in min 5 in max Sampled By Joe Flores Air Content 3 % min 6 % max Weather Cold/Windy Concrete Temperature 95° F max Supplier /Mix TXI/8274 Ambient Temperature n/a Air Content Method ASTM C -231 -B Ticket Number: 349464 Time Batched: 6:34 AM Time Sampled: 7:25 AM Slump: 4.5 in Air Content: 4.1 % Unit Weight: Concrete Temperature: 68° F Ambient Temperature: 50° F Yardage (c.y.): 20 of 10 Placement Location: Paving 15' South then 5' West of TC 21.15 of plan page L -3 Sample Location: Normal cylinder size: 6" x 12" Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. �" U . V tn LAWRENCE ENGINEERING Ga D. Dry 'I/77/6a Construction Materials 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 LE. 01 Page I of I Cylinder Age Max Load Area Stren th Fracture Set # # Test Date (days) (lbs. force) (sq.in.) (psO Type 1 WWP10240601 10/31/2006 7 108890 28.27 3850 unbonded cap 1 WWP10240602 11/21/2006 28 140000 28.27 4950 unbonded cap 1 WWP10240603 11/2112006 28 139600 28.27 4940 unbonded cap 1 WWP10240604 Hold 28 day average 4950 Normal cylinder size: 6" x 12" Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. �" U . V tn LAWRENCE ENGINEERING Ga D. Dry 'I/77/6a Construction Materials 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 LE. 01 Page I of I