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Windsor Estates-LR010604CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94011150.0010 Service Date: May 11,2001 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Excel Group, Inc. Attn: Kelly Jordan 2639 Walnut Hill Ln #218 Dallas TX 75229 Report Date: June 04, 2001 Project: Jordan Residence Lot 14, DeForest Road Coppell, Texas Project Number: 94011150 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: Supplier: Redi-Mix Truck No: 234 Mix I.D. No.: 914 Plant: 1 Field Test Data Test Ticket No: 16520 Sample Information Sample Time: 3:40pm Date Cast: May 11,2001 Technician: Terry L. Smith Weather Conditions: Hot, partly cloudy Accumulative Yards: 10 Placement Method: Truck Sample Locations: Piers 35, 36, 37, 38, 34 Placement Location: Piers- 33-38 Test Method Result Specification Slump, inches: 5.00 5.0 Max ASTM C-143 Air Content, %: ASTM C-172 Concrete Temperature,o F: 84 ASTM C-39 Ambient Temperature, 0 F: 88 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Date Test Load Strength No. ID (inches) Tested (days) (lbs) (psi) 1 1 6.00 05/18/2001 7 121,500 4,300 1 2 6.00 05/18/2001 7 113,210 4,000 Average 4,150 1 3 06/08/2001 28 1 4 06/08/2001 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Terry L. Smith Report Distribution: (1) Excel Group, Inc. (1) City of Coppell - Constr Insp (1) City of Coppoll - Bldg Insp Reviewed by: Senior Project Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94011150.0006 Service Date: May 3, 2001 Client: Excel Group, Inc. Attn: Kelly Jordan 2639 Walnut Hill Ln #218 Dallas TX 75229 Report Date: June 04, 2001 Project: Jordan Residence Lot 14, DeForest Road Coppell, Texas Project Number: 94011150 89Ol Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 1:30pm Supplier: Redi-Mix Truck No: 157 Mix I.D. No.: 914 Plant: 1 Ticket No: 16256 Sample Information Sample Time: 2:12pm Date Cast: May 3, 2001 Technician: Gerry Graham Weather Conditions: Fair, mostly cloudy Accumulative Yards: 10 Placement Method: Direct discharge Sample Locations: See placement location Placement Location: Piers- 55, 56, 57, 59, 60, 61,62, 63, 71,72, 73, 74 and 76 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,© F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter No. ID . (inches) t 1 6.00 1 2 6.00 Result 6.00 83 77 Specification Test Method 5-7 ASTM C-143 N/A ASTM C-172 ASTM C-39 1 3 6.00 05/31/2001 28 1 4 6.00 05/31/2001 28 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 05/10/2001 7 90,030 3,180 05/10/2001 7 91,310 3,230 Average 3,210 109,410 3,870 107,990 3,820 Average 3,850 Services - Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compressive strength samples. Report Distribution: (1) Excel Group, Inc. Reviewed by: (1) City of Coppell - Constr Insp ~'/'~'/c~e~land, P.E. (1) City of Coppell - Bldg Insp Senior Project Engineer The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writlen approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94011150.0004 Service Date: May 2, 2001 Client: Excel Group, Inc. Attn: Kelly Jordan 2639 Walnut Hill Ln #218 Dallas TX 75229 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 04, 2001 Project: Jordan Residence Lot 14, DeForest Road Coppell, Texas Project Number: 94011150 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 2:50pm Supplier: Redi-Mix Truck No: 273 Mix I.D. No.: 914 Plant: 1 Ticket No: 16210 Sample Information Sample Time: 3:22pm Date Cast: May 2, 2001 Technician: Gerry Graham Weather Conditions: Fair, partly cloudy Accumulative Yards: 10 Placement Method: Direct discharge Sample Locations: 6,7,8,10,12,13,14, 17, 24 & 28 Placement Location: Piers Field Test Data Test Result Specification Slump, inches: 5.75 5-7 ASTM C-143 Air Content, %: N/A ASTM C-172 Concrete Temperature,© F: 84 ASTM C-39 Ambient Temperature, 0 F: 84 Plastic Unit Weight, pcf: Laboratory Test Data Age at Set Specimen Diameter Date Test No. ID (inches) Tested (days) 1 1 6.00 05/09/2001 7 1 2 6.00 05/09/2001 7 1 3 6.00 05/30/2001 28 I 4 6.00 05/30/2001 28 Test Method Maximum Compressive Load Strength (lbs) (psi) 105,970 3,750 f 08,230 3,830 Average 3,790 140,830 4,980 142,480 5,040 Average 5,010 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Gerry Graham Report Distribution: (1) Excel Group, Inc. (1) City of Coppell - Constt Insp (1) City of Coppell - Bldg Insp Reviewed by: Eric J. Cleveland, P.E. Senior Project Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. REPORT OF SOIL-LIME MIXTURE PULVERIZATION WORKSHEET (GRADATIONS) Client: Report No.: Project No.: ~/'B/~Z>ff Project: ~'~'~-'~e-~'~' Contractor: Test Location: Specification Requirements: Minimum Passing ~ ~ Minimum Passing Sample Condition: Dry Sieve: Sieve: v-"IVloi st Test Method: Total Sample Sieve Size: Sieve Size: Test No, Location. Weight Wt. Ret. % Ret.% PassWt. Ret. % Ret.% Pass ~ s'~ v +oo ~lO~ o o ioo ~o ~ oo Technician: 309 Started: Stopped: