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Town Center L1B2-LR 990810CONCRETE COMPRESSIVE STRENGTH TEST fDC ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 07/08/1999 Report No.: 9918541 Report Date 08/10/1999 Client No.: 26295000 Client: Ewing Properties, Inc. Attn: Mark Morris 14990 Landmark Blvd, #300 Dallas TX 75240 -6729 Project No.: 94991134 Project: Tom Thumb Denton Tap & Sandy Lake Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: Hill & Wilkinson CONCRETE SUPPLIER: Lattimore PLANT: 3 SPECIFICATION REQUIREMENTS STRENGTH: 3000 psi @ 28 Days SLUMP: 5.0" Max AIR: 3 -5% TEST METHOD: ASTM C -143 (days) ASTM C -172 (psi) ASTM C -39 SAMPLE LOCATION: See below CONCRETE CLASS: 163 PLACEMENT DATE: 07/08/1999 BATCH TIME: 2:43am TIME SAMPLED: 3:30am BY: Greg Dimock WEATHER CONDITIONS: Clear TEMPERATURE (F) = AIR 76 F CONCRETE: 90 F TRUCK NO: 746 TICKET NO: 3087369 AIR CONTENT (%): N/A UNIT WEIGHT (pef): N/A PLACEMENT LOCATION: Paving- Parking area, 100' x 120' west of building, Fire lane- East fire lane in front on side REPORT OF TESTS ACCUMULATIVE YARDS: 10 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH SET NO. (inches) TESTED (days) (lbs. force) (psi) 1 1 4.50 07/15/1999 7 117540 4160 1 2 4.50 07/15/1999 7 120320 4250 Average 4210 1 3 4.50 08/05/1999 28 142970 5060 1 4 4.50 08/05/1999 28 146150 5170 Average 5120 Sample location: 20' West of east joint and 20' north of south joint Sampled from truck. FRACTURE TYPE N' This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 01LL Page 1 of 4 CONCRETE COMPRESSIVE STRENGTH TEST fir ENGMERM, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 07/08/1999 Report No.: 9918541 Report Date 08/10/1999 Client No.: 26295000 Client: Ewing Properties, Inc. Attn: Mark Morris 14990 Landmark Blvd, #300 Dallas TX 75240 -6729 Project No.: 94991134 Project: Tom Thumb Denton Tap & Sandy Lake Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: Hill & Wilkinson CONCRETE SUPPLIER: Lattimore PLANT: 3 SPECIFICATION REQUIREMENTS STRENGTH: 3000 psi @ 28 Days SLUMP: 5.0" Max AIR: 3 -5% TEST METHOD: ASTM C -143 (days) ASTM C -172 (psi) ASTM C -39 SAMPLE LOCATION: See below CONCRETE CLASS: 163 PLACEMENT DATE: 07/08/1999 BATCH TIME: 4:12am TIME SAMPLED: 4:55am BY: Greg Dimock WEATHER CONDITIONS: TEMPERATURE (F) = AIR TRUCK NO: 734 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page 1 REPORT OF TESTS Clear 75 F CONCRETE: 90 F TICKET NO: 3087383 UNIT WEIGHT (pcf): N/A ACCUMULATIVE YARDS: 10 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH SET NO. (inches) TESTED (days) (lbs. force) (psi) 2 1 4.00 07/15/1999 7 129990 4600 2 2 4.00 07/15/1999 7 121320 4290 Average 4450 2 3 4.00 08/05/1999 28 170560 6030 2 4 4.00 08/05/1999 28 174420 6170 Average 6100 Sample location: Five (5) feet south of north joint and 20' east of west joint Sampled from truck. FRACTURE TYPE y This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. O1LL Page 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST fBC EN - 11 IEEF IN , INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 07/08/1999 Report No.: 9918541 Report Date 08/10/1999 Client No.: 26295000 Client: Ewing Properties, Inc. Attn: Mark Morris 14990 Landmark Blvd, #300 Dallas TX 75240 -6729 DATE TESTED Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: Hill & Wilkinson CONCRETE SUPPLIER: Lattimore PLANT: 3 SPECIFICATION REQUIREMENTS STRENGTH: 3000 psi @ 28 Days SLUMP: 5.0" Max AIR: 3 -5% TEST METHOD: ASTM C -143 4450 ASTM C -172 28 ASTM C -39 SAMPLE LOCATION: See below REPORT OF TESTS CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 3 1 5.00 3 2 5.00 3 3 5.00 3 4 5.00 CONCRETE CLASS: 163 PLACEMENT DATE: 07/08/1999 BATCH TIME: 5:16am TIME SAMPLED: 6:40am BY: Greg Dimock WEATHER CONDITIONS: TEMPERATURE (F) = AIR TRUCK NO: 968 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page 1 AGE (days) Project: Tom Thumb Denton Tap & Sandy Lake Coppell, Texas Clear 74 F CONCRETE: 91 F TICKET NO: 3087394 UNIT WEIGHT (pcf): N/A ACCUMULATIVE YARDS: 10 MAXIMUM COMPRESSIVE LOAD STRENGTH (lbs. force) (psi) 07/15/1999 7 98620 3490 07/15/1999 7 97110 3430 Average 3460 08/05/1999 28 125740 4450 08/05/1999 28 119580 4230 Sample location: Thirty (30) in fire lane Sampled from truck. Average 4340 feet north of south joint and 10' west of east curb FRACTURE TYPE HIM This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. Project No.: 94991134 OtLL Page 3 of 4 CONCRETE COMPRESSIVE STRENGTH TEST f 19C 1TI Al IEFF , INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 07/08/1999 Report No.: 9918541 Report Date 08/10/1999 Client No.: 26295000 Client: Ewing Properties, Inc. Attn: Mark Morris 14990 Landmark Blvd, #300 Dallas TX 75240 -6729 Project No.: 94991134 Project: Tom Thumb Denton Tap & Sandy Lake Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: Mill & Wilkinson CONCRETE SUPPLIER: Lattimore PLANT: 3 SPECIFICATION REQUIREMENTS STRENGTH: 3000 psi @ 28 Days SLUMP: 5.0" Max AIR: 3 -5% TEST METHOD: ASTM 0-143 MARKED ASTM C -172 DATE AGE ASTM C -39 CONCRETE CLASS: 163 PLACEMENT DATE: 07/08/1999 BATCHTIME: 7:21am TIME SAMPLED: 8:20am BY Greg Dimock WEATHER CONDITIONS: Clear TEMPERATURE (F) --AIR 80 F CONCRETE: 92 F TRUCK NO: 615 TICKET NO: 7073764 AIR CONTENT ( % ): N/A UNIT WEIGHT (pcf): N/A PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: See below REPORT OF TESTS ACCUMULATIVE YARDS: 10 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 4 1 6.50 07/15/1999 7 113690 4020 4 2 6.50 07/15/1999 7 109630 3880 Average 3950 4 3 6.50 08/05/1999 28 147630 5220 4 4 6.50 08/05/1999 28 146150 5170 Average 5200 Sample location: Forty (40) feet east of west form and 10' south of north curb in fire lane Sampled from truck. Technician: Greg Dimock Started: 2:00am Finished: 2:30pm � Engine C. Report Distribution: (1) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs. (I) S.0 Companies (1) Hill & Wilkinson, Inc. Eugene arbour (1) Tom Thumb Stores Division (1) City of Coppell - Engr. Dept. Vice President (1) Michael F. Twichell, Inc This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc O1LL Page 4 of 4 CONCRETE COMPRESSIVE STRENGTH TEST fBC EN ' ll IEER , NC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 07/08/1999 Report No.: 9918593 Report Date 08/10/1999 Client No.: 26295000 Client: Ewing Properties, Inc. Attn: Mark Morris 14990 Landmark Blvd, #300 Dallas TX 75240 -6729 CONCRETE CLASS: 38 Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: Hill & Wilkinson CONCRETE SUPPLIER: Lattimore PLANT: 7 SPECIFICATION REQUIREMENTS STRENGTH: 3000 psi @ 28 Days SLUMP: 5.0" Max AIR: N/A TEST METHOD: ASTM C -143 78820 ASTM C -172 08/05/1999 ASTM C -39 SAMPLE LOCATION: See below PLACEMENT DATE: 07/08/1999 BATCH TIME: 8:58am TIME SAMPLED: 10:30am BY: Greg Dimock WEATHER CONDITIONS: Clear TEMPERATURE (F) - AIR 89 F CONCRETE: 92 F TRUCK NO: 786 TICKET NO: 7073776 AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A PLACEMENT LOCATION: Wall- east retaining wall REPORT OF TESTS CYLINDER MARKED SET NO. 1 1 1 2 1 3 1 4 MEASURED SLUMP DATE (inches) TESTED Sample location: Technician Time: AGE (days) Project No.: 94991134 Project: Tom Thumb Denton Tap & Sandy Lake Coppell, Texas ACCUMULATIVE YARDS: 10 MAXIMUM COMPRESSIVE LOAD STRENGTH FRACTURE (lbs. force) (psi) TYPE 7.50 07/15/1999 7 66380 7.50 07/15/1999 7 67390 Average 7.50 08/05/1999 28 78820 7.50 08/05/1999 28 84810 Average Five feet north of south end- first lift See Report #9918541 2350 2380 2370 2790 3000 2900 Technician: Greg Dimock Started: Finished: En in c. g Report Distribution: (1) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs. (1) S.0 Companies (1) Hill & Wilkinson, Inc. Eugene Harbour (1) Tom Thumb Stores Division (1) City of Coppell - Engr. Dept. Vice President (1) Michael F. Twichell, Inc. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. O1LL Page 1 of 1 REPORT OF REINFORCING STEEL INSPECTION fBC ENGRIFFRM,11C. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 08/10/99 Client No.: 26295000 Project No.: 94991134 Client: Ewing Properties, Inc. Project: Tom Thumb 14990 Landmark Blvd, #300 Denton Tap & Sandy Lake Dallas TX 75240 -6729 Coppell, Texas Services: Observe placement of reinforcing for compliance with furnished drawings. PROJECT DATA Drawings Utilized: Contractor's LocationsiItems Inspected: Sidewalk on the east side of Denton Tap Rd. between north and south approaches and truck loading dock Test Method: Visual Observation REPORT OF INSPECTION ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tied Properly Bar Size X Proper Bar Placement X Ties and Spaces Bar Grade X Properly Tied X I Stirrup Spacing/Type Reber Clean X Dowel Bars in Place X Welded Splices Form Clean X Proper Bar Supports X Mechanical Splices Number of Bars X Lapped Splices X Proper Cover Discrepancies /Comments: Technician: D. Ratliff Report Distribution: (1) Ewing Properties, Inc. (1) S.C. Companies (1) Tom Thumb Stores Division (1) Michael F. Twichell, Inc. No discrepancies were noted at the time of inspection. Started: 5:00 a.m. (1) Raymond L. Goodson, Jr. Engrs. (1) Hill & Wilkinson, Inc. (1) City of Coppell -Engr. Dept. Report No.: 9921631 Stopped: 6:00 a.m. Engineering, Inc. Paul D. Smith, P.E. Senior Project Engineer 309dp This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of HBC Engineering, Inc.