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Coppell Trade-LR050628FIELD DENSITY TESTING Report Number: 94051190.0037 Service Date: June 14, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 ll'errecan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 28, 2005 Project: Coppell Trade Center -Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Lab Test Data Pmiect Renuirements 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 698 Dark reddish brown sandy clay 15.2 106.2 -1/+3 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (%compaction) Parking Lot 195 50' N & 100" E of NW comer FG 1 6 14.9 105.7 100 196 75' N & 200' E of NW comer FG 1 6 15.3 104.4 98 Datum: FG = 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~,STM D2922, ASTM D3017 Gauge ID: 2207 Technician: Laramie S. Chronister Field Results Reported To: Ted/Chariie Report Distribution: (1) Coppell Trade Center LP (1) Te~hniSffuctures (1) City of Coppell TX (1) City of Coppell TX (1) Merriman Assoc Inc (1) M<;Fadden & Miller (1) Ma<alee Engineering Reviewed by: RobeA Senior Project ~anager The tests were parforrned in general accordance with applicebie ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicetod 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 preparties of other apparently similar or identical materials. ,CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0012 Service Date: May 27, 2005 Client: Coppell Trade Center LP Attn: Al Son'els 5055 Keller Springs Rd Ste 300 Addison TX 75001 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 28, 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: 5:54am Plant: 141 Supplier: TXI Truck No: 64 Mix I.D. No.: 8206 Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Ticket No: 53370 Sample Information Sample Time: 6:22am Date Cast: May 27, 2005 Technician: Bradley W. Hatch Weather Conditions: Cloudy Accumulative Yards: 40 Placement Method: Direct Discharge Sample Locations: 20' S & 140' W of NW corner of building Placement Location: Pavement, 0' - 250' S & 20' - 160' W of NW comer of bldg Field Test Data Test Result Specification Test Method Slump, inches: 6.00 ASTM C143 Air Content, %: 5.5 ASTM C231 Concrete Temperature,o F: 88 ASTM C1064 Ambient Temperature, o F: 71 ASTM C1064 Plastic Unit Weight, pcf: 142.8 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) 1 1 6.00 28.27 06~03/2005 7 102,170 3,610 1 2 6.00 28.27 06/0312005 7 102,960 3,640 Average 3,630 I 3 6.00 28.27 06/24/2005 28 127,410 4,510 1 4 6.00 28.27 06/24/2005 28 133,460 4,720 Average 4,620 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 usa of the client indicated above and shall not be reproduced except in full without the written consant 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 prope~ies of other apparantfy similar or identical materials. Page 1 of 4 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0012 Service Date: May 27, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Spdngs Rd Ste 300 Addison TX 75001 lrerracan 8901 Carpenter Fnvy, Ste #100 Dalles, Texas 75247 (214) 630-1010 Report Date: June 28, 2005 Project: Coppell Trade Center - Sldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 4000 psi (~ 28 Days Batch Time: 6:43am Supplier: TXI Track No: 71 Mix I.D. No.: 8206 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 141 Ticket No: 53435 0 Gallons 0 Gallons Result Slump, inches: 5.00 Air Content, %: 5.7 Concrete Temperature, o F: 87 Ambient Temperature, o F: 73 Plastic Unit Weight, pcf: 142.8 Laboratory Test Data Sample Information Sample Time: 7:12am Date Cast: May 27, 2005 Technician: Bradley W. Hatch Weather Conditions: Cloudy Accumulative Yards: 110 Placement Method: Direct Dischaq3e Sample Locations: 160' S & 30' W of NW corner of building Placement Location: See page 1 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 2 1 6.00 28.27 06/0312005 7 2 2 6.00 28.27 06/0312005 7 Average 2 3 6.00 28.27 06~24~2005 28 135,540 2 4 6.00 28.27 06/24/2005 28 132,080 Average Maximum Compr, es~ive Load St/bngth (lbs) ~ 110,720 [ 3,920 107,010 ' 3,780 3,850 4,790 4,670 4,730 Services - Obtain samples of fresh concrete at the placement locations, perform required field te: strength samples. ~ts and cast compressive 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 tn 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: 94051190.0012 Service Date: May 27, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Spdngs Rd Ste 300 Addison TX 75001 l rracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 28, 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: 7:54am Supplier: TXI Truck No: 802 Mix I.D. No.: 8206 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 141 Ticket No: 53534 0 Gallons 0 Gallons Sample Information Sample Time: 8:26am Date Cast: May 27, 2005 Technician: Bradley W. Hatch Weather Conditions: Cloudy Accumulative Yards: 210 Placement Method: Direct Discharge Sample Locations: 195' S & 130' W of NW corner of building Placement Location: See page 1 Result Slump, inches: 5.25 Air Content, %: 4.9 Concrete Temperature, o F: 88 Ambient Temperature, o F: 75 Plastic Unit Weight, pcf: 144.4 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 3 I 6.00 28.27 06~03~2005 7 3 2 6.00 28.27 06/0312005 Specification Test Method 3 3 6.00 28.27 06~24~2005 3 4 6.00 28.27 06~24~2005 ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Maximum C~prassive Load ! Strength (lbs) ~ (ps0 119,680 4,230 7 116,930 4,140 Average 4,190 28 147,850 5,230 28 143,340 5,070 Average ~ 5,150 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests a~st compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT tesst 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 aplfllcable to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4 o,~,~m,.~,. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0012 Service Date: May 27, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Spdngs Rd Ste 300 Addison TX 75001 l rracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 28, 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: 9:25am Supplier: TXI Truck No: 62 Mix I.D. No.: 8206 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 141 Ticket No: 53661 0 Gallons 5 Gallons Result Slump, inches: 5.00 Air Content, %: 5.7 Concrete Temperature? F: 91 Ambient Temperature, o F: 78 Plastic Unit Weight, pcf: 143.6 Laboratory Test Data Sample Information Sample Time: 9:55am Date Cast: May 27, 2005 Technician: Bradley W. Hatch Weather Conditions: Cloudy Accumulative Yards: 320 Placement Method: Direct Discharge Sample Locations: 230' S & 75' W of NW corner of building Placement Location: See page 1 Specification Test Method Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 4 I 6.00 28.27 06/03/2005 4 2 6.00 28.27 06/03/2005 4 3 6.00 28.27 06/24/2005 4 4 6.00 28.27 06124/2005 ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 114,150 4,040 7 115,420 4,080 Average 4,060 28 145,780 5,160 28 141,550 5,010 Average 5,090 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Bradley W. Hatch Report Distribution: (1) Coflpell 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 Robert D. Ray,~//L/-I'. Senior Proje~granager 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 p~'opertisa of other apparently similar or identical materials. Page 4 of 4 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0048 Service Date: June 20, 2005 Client: ~--'G~nter LP A'fin: Al Sorrels 5055 Keller Spdngs Rd Ste 300 Addison TX 75001 'll'erracon 8901 Carpenter Frwy, Ste #100 Daltas, Texas 75247 (214) 630-1010 Report Date: June 28, 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: Supplier: Track No: Mix I.D. No.: Ticket No: Sample Information Sample Time: Date Cast: June 17, 2005 Technician: Contractor Made Weather Conditions: Placement Method: Sample Locations: Placement Location: Spread Footings (~ B, C, D, E/12, 13 Field Test Data Test Result Slump, inches: Air Content, %: Concrete Temperature, C F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) I 1 6.00 28.27 06/24/2005 7 99,990 3,540 1 2 07/15/2005 28 I 3 07/15/2005 28 Comments: Not tested for plastic unit weight. . retul Services Pick up test cylinders cast by others and atory for curing and testing. Technician: Laramie S. Chmnister Report Distribution: (I) Coppell Trade Center LP (1) TechniStructures (1) City of Coppell TX (1) City of Coppell TX (1) Merriman Assoc (1) McFadden & Miller (1) Macatee Engineering Robert D. Ray, S.E.~. Senior Project IVl~ager 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 ara only applicable to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical materials. FIELD DENSITY TESTING Report Number: 94051190.0033 Service Date: June 9, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Spdngs Rd Ste 300 Addison TX 75001 'll'err can 8901 Carpenter Fnvy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 28, 2005 Project: Coppell Trade Center - Bidg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Lab Test Data Project ReauJrements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Matedal Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pcf) (%) (% compaction) 1. 510810002 ASTM D 698 Dark reddish brown sandy clay 15.2 106.2 >/= +4 92-98 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (% compaction) Utility Backfill in Building Pad 163 BI11 to 12 3' BFG 1 6 19.5 101.3 95 164 E/11 to 12 3' BFG 1 6 19.8 101.9 96 165 9/D to E 3' BFG 1 6 19.7 102.4 96 166 2/D to E 3' BFG 1 6 19.8 104.1 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 matedal moisture condition. Field Test Method~,STM D2922, ASTM D3017 Gauge ID: 2207 Technician: Laramie S. Chronister Field Results Reported To: Henry Report Distribution: (1) Coppell Trade Center LP (1) TechniStFuotures ('r) City of Coppell TX (1) City of Coppell TX (1) Merriman Assoc (1) McFadden & Miller (1) Macatee Engineering Inc Reviewed by: ~~'~/ The tests were pafformed 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 wfiffen consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the Icoation(s) referenced and are not neceesarify indicative of the properties of other apparently similar or identical materials. FIELD DENSITY TESTING Report Number: 94051190.0032 Service Date: June 10, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 ll'erracan 8901 Carpenter F~vy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 28, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Lab Test Data Pmiect 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 698 Dark reddish brown sandy clay 15.2 106.2 >/-- Opt. 95 2. 510810002 ASTM D 698 Dark reddish brown sandy clay 15.2 106.2 >/= +4 92 Field Test Data Probe Water Dry Unit Dry Unit Test LifiJ Mat. Depth Content Weight Weight No. Test Location Elevation No, (inches) (%) (pcf) (% compaction) Spread Footing Bearing 167 B/10 5.10' BFG 1 6 18.4 101.9 96 168 C/10 5.6' BFG 1 6 19.5 101.1 95 169 D/10 5.8' BFG 1 6 17.8 103.8 98 170 D/9 5.7' BFG 1 6 18.3 102.3 96 171 C/9 5.9' BFG 1 6 18.7 101.5 96 172 B/9 5.2' BFG 1 6 18.1 102.7 97 173 B/8 5.7' BFG 1 6 19.0 102.0 96 174 C/8 5.1' BFG 1 6 18.0 102.9 97 175 D/8 5.2' BFG I 6 18.6 103.2 97 Plumbing Ditch at Building Pad 176 Between Lines 11 and 12 at Line C 2' BFG 2 6 19.3 101.0 95 Datum: BFG -- below final grade Comments: Test results on this report meet project specification. 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 nc~ 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 2 o~c~-~., · FIELD DENSITY TESTING Client: Coppell Trade Center LP ll'erracon Project Number:94051190 Report Number. 94051190.0032 Services - Per[om] in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method~,STM D2922, ASTM D3017 Gauge ID: 2207 Technician: Laramie S. Chronister Field Results Reported To: Henry/Charlie Report Distribution: (1) Coppell Trade Center LP (1) TechniStru~tures (1) City of Ceppatl TX (1) city of Coppel~ TX (1) Merriman Assoc Inc (1) McFadden & Miller (1) Macatee Engineering Inc Reviewed by: ~//~ Robert D. Ray,~T, Senior Project~l~lanager The tests were performed in general accordance with applicable ASTM, PASHTO, or DOT test methods. This mi)oR is excluslvely 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 transtar(ted herein are only applicable to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical materials.