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Coppell Trade-LR050615FIELD DENSITY TESTING Report Number: 94051190.0008 Service Date: May 24, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 1E rracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 15, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Lab Test Data Proiect Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pcf) (%) (% compaction} 1. 510810065 ASTM D 698 Crushed limestone flexible base 8.4 124.8 -2/+2 95 Field Test Data Probe Water Dry Unit Dry Unit Test LiftJ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (% compaction) Spread Footings 27 A/24 4' BFG 1 6 10.2 120.5 97 28 B/24 4' BFG 1 6 10.1 120.6 97 29 C/24 4' BFG 1 6 9.8 121.3 97 30 D/24 4' BFG 1 6 10.0 119.0 95 31 B/24 3' BFG 1 6 10.3 119.0 95 32 C/24 3' BFG 1 6 10.2 120.7 97 33 D/24 3' BFG 1 6 9.7 122.4 98 34 E/24 3' BFG 1 6 9.2 121.8 98 35 B/23 4' BFG 1 6 10.0 119.6 96 36 C/23 4' BFG 1 6 8.9 123.1 99 37 D/23 4' BFG 1 6 9.4 121.9 98 38 E/23 4' BFG 1 6 8.6 123.0 99 39 B/22 4' BFG 1 6 8.5 124.3 100 40 C/22 4' BFG 1 6 9.7 122.6 98 41 D/22 4' BFG 1 6 10.1 120.8 97 42 E/22 4' BFG 1 6 9.6 121.8 98 43 B/21 4' BFG 1 6 9,1 122,7 98 44 C/21 4' BFG 1 6 8.0 122.4 98 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 wdtten consent of our company. 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. Page 1 of 2 .FIELD DENSITY TESTING Client:Coppell Trade Center LP lrerracon Project Number:94051190 Report Number: 94051190.0008 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct') (% compaction) 45 D/21 4' BFG 1 § 8.5 123.7 99 46 E/21 4' BFG 1 6 7.8 121.9 98 47 B/20 4' BFG 1 6 8.8 122.0 98 Datum: BFG = below final grade Comments: Test results on this report meet project specification. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method:ASTM D2922, ASTM D3017 Gauge ID: 2207 Technician: Laramie S. Chronister Field Results Reported To: Ted Re port Di st ri bution: ~e'~~,,~y (1) Coppell Trade Center LP (1) Merriman Assoc Inc (1) TechniStructures (1) McFadden & Mifler Reviewed by: (1) City of Coppell TX (1) Macatee Engineering Inc Robert D. Ray, ~ (1) City of Coppell TX Senior Project M~nager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the usa of the client indicated above and shall not be reproduced except in full without the written consent of our company. 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. Page 2 of 2 FIELD DENSITY TESTING 'Report Number: 94051190.0005 Service Date: May 23, 2005 Client: Coppell Trade Center LP ~A I ~s.. ;'r "' 5055 Keller Springs Rd Ste 300 Addison TX 75001 1Ferracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 15, 2005 Project: Coppell Trade Center- Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Lab Test Data Project Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pcf) (%) (% compaction) 1. 510810002 ASTM D 898 Dark reddish brown sandy clay 15.2 106.2 >/= Opt. 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pC0 (%compaction) Spread Footings 0~~ 6 20lB 5' BFG 1 6 26.2 * 93.5 7 21/D ~ 5' BFG 1 6 16.4 106.4 8 Retest of#3, dated 05/20/05f ] 1 6 18.4 102.5 97 9 23/D ~ 5,4' BFG 1 6 18.2 101.7 96 10 24/D 5.3' BFG 1 6 17.7 104,2 98 11 24/E 5.8' BFG 1 6 16.9 103.3 97 12 23/E 5,3' BFG 1 6 17,5 101.6 96 13 22/E 5' BFG 1 6 18.4 101.9 96 14 21/E 5~2' BFG 1 6 17.1 103.0 97 15 20/E 5.4' BFG 1 6 16.3 103.8 98 16 20/D 5.1' BFG 1 6 18.3 101.9 96 17 20/C 5' BFG 1 6 19.0 101.1 95 18 21/C 5.2' BFG 1 6 17.1 102.2 96 19 22/C 5.5' BFG 1 6 17.7 102.5 97 20 23/C 5.7' BFG 1 6 16.5 104.3 98 21 24/C 5.6' BFG 1 6 18.1 101.6 96 22 Retest #1. dated 05/20/05 ~) 1 6 16.8 105.0 99 23 Retest #2. dated 05/20/05 t~~ 6 16.5 104,2 98 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 consent of our company. 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. · FIELD DENSITY TESTING ' rr rfacon Client:Coppell Trade Center LP Project Number:94051190 Report Number: 94051190.0005 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (% compaction) 24 22/B 5.6' BFG 1 6 17.2 102.1 96 25 21/B 5.4' BFG 1 6 17.0 101.8 96 26 Retest ~6, dated 05/23/05 1 6 16.5 103.9 98 Datum: BFG = below final grade Comments: An asterisk (*) appears next to test results which do NOT meet the project specifications. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method:ASTM D2922, ASTM D3017 Gauge ID: 2207 Technician: Laramie S. Chrenister Field Results Reported To: Ted Report Distribution: (1) Coppell Trade Center LP (1) TechniStructures (1) City of Coppell TX (1) City of Coppell TX (1) Merriman Assoc [nc (1) McFadden & Miller (1) Macatee Engineering Robert D. Ray,~.T. Senior Proje~lanager 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 consent of our company. 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: 94051190.0024 Service Date: June 7, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 15, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 4000 psi (~ 28 Days Batch Time: 5:53am Plant: 41 Supplier: TXI Truck No: 807 Mix I.D. No.: 8206 Water Added Onsite Before Test: Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 5.75 Air Content, %: 10.2 Concrete Temperature,o F: 87 Ambient Temperature, o F: 78 Plastic Unit Weight, pcf: 136.0 Laboratoq/ Test Data set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6.00 28.27 1 2 6.00 28.27 1 3 1 4 Ticket No: 57463 0 Gallons Sample Information sample Time: 6:35am Date Cast: June 7, 2005 Technician: Michael E. Odom Weather Conditions: Partly cloudy Accumulative Yards: 30 Placement Method: Direct Discharge Sample Locations: 5' - 15' E of Curb Inlet ~ Placement Location: Bldg C, W side Fire Lane & Truck Dock, Slab-on-Grade, See attached sketch Specification 5 Max 3-6 Test Method ASTM C143 ASTM C231 ASTM CI064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strenj:lth Tested (days)(lbs)~PS..~/ 06/14/2005 7 72,640 ( 2 06/14/2005 7 74,000 ~,. 2~;~3 Average 2,600 07/05/2005 28 07/05/2005 28 Comments: Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. 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 consent of our company. 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. Page 1 of 4 CONCRETE COMPRESSIVE STRENGTH TEST · Report Number: 94051190.0024 Service Date: June 7, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Spdngs Rd Ste 300 Addison TX 75001 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 15, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX ProJect Number: 94051190 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 7:19am Plant: 41 Supplier: TXI Truck No: 71 Mix I.D. No.: 8206 Water Added Onsite Before Test: Water Added Onsite After Test: 10 Gallons Field Test Data Test Result Slump, inches: 5.50 Air Content, %: 8.7 Concrete Temperature,° F: 87 Ambient Temperature, o F: 852 Plastic Unit Weight, pcf: 136.0 Laborator~ Test Data Ticket No: 57609 0 Gallons Sample Information sample Time: 7:55am Date Cast: June 7, 2005 Technician: Michael E. Odom Weather Conditions: Cloudy Accumulative Yards: 110 Placement Method: Direct Discharge Sample Locations: 10' - 15' S & 30' E of Curb Inlet ~6 Placement Location: See page 1 Specification Test Method 5 Max 3-6 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 2 1 6.00 28.27 06/14/2005 2 2 6.00 28.27 06/14/2005 2 3 07/05/2005 2 4 07/05/2005 ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test ~ (days) 7 (~,990 3,360 j 7 N~610 3,27~ Averagc~'~0 28 28 Comments: Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT teat methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company, Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not eecessarily indicative of the properties of other apparently similar or identical materials. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0024 Service Date: June 7, 2005 Client: Coppell Trade Center LP Attn: At Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 lrerracan 8901 Carpenter Fn~, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 15, 2005 Project: Coppell Trade Center- Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 9:42am Supplier: TXI Truck No: 837 Mix I.D. No.: 8206 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 41 Ticket No: 57840 0 Gallons 0 Gallons Result Slump, inches: 5.25 Air Content, %: 5.3 Concrete Temperature,o F: 89 Ambient Temperature, o F: 87 Plastic Unit Weight, pcf: 143.2 Sample Information Sample Time: 10:28am Date Cast: June 7, 2005 Technician: Michael E. Odom Weather Conditions: Cloudy Accumulative Yards: 220 Placement Method: Direct Discharge Sample Locations: 40' & 60' E of Curb Inlet Placement Location: See page 1 Specification Test Method 5 Max 3-6 ASTM C143 ASTM C231 ASTM CI064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 3 1 6.00 28.27 06/14/2005 7 84,~ 3,000 ~ 3 2 6.00 28.27 06/14/2005 7 Average 3,070 3 3 07/05/2005 28 3 4 07/05/2005 28 Comments: Services - Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compressive strength samples. 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 consent of our company. 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: 94051190.0024 Service Date: June 7, 2005 1Ferracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 Report Date: June 15, 2005 Project: Coppell Trade Center- Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 11:55am Supplier: TXI Truck No: 837 Mix I.D. No.: 8206 WaterAdded Onsite Before Test: 15 Gallons Water Added Onsite After Test: 5 Gallons Field Test Data Test Result Slump, inches: 4.00 Air Content, %: 4.3 Concrete Temperature,O F: 92 Ambient Temperature, o F: 92 Plastic Unit Weight, pcf: 144.8 Laboratory Test Data set Specimen Diameter Area No. ID (inches) (sq. inches) 4 1 6.00 28.27 4 2 6.00 28.27 Plant: 41 Ticket No: 58031 Sample Information Sample Time: 1:00pm Date Cast: June 7, 2005 Technician: Michael E. Odom Weather Conditions: Cloudy Accumulative Yards: 310 Placement Method: Direct Discharge Sample Locations: 80' E of Curb Inlet ~ Placement Location: See page 1 Specification 5 Max 3-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) 06/14/2005 7 114,920 4,060 ~j 06/14/2005 7 110,760 3,920~....~ ~ ,.1,~90 4 3 07/05/2005 28 4 4 07/05/2005 28 Comments: NOTE: Plant and superintendent were notified of air content test results. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Michael E. Odom Report Distribution: (1) Coppell Trade Center LP (1) TechniStructures (1) City of Coppell TX (1) City of Coppell TX (1) Merriman Assoc Inc (1) McFadden & Miller (1) Macatee Engineering Inc Senior Pr(~ject ~ 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 consent of our company. 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.