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Freeport NIP(7.0)-LR030813RoneEngineers A LEIGH COMPANY Project: Services: M/D No. 1 TEST NO Dark Brown Clay Technician: Lanny Gist Report Distribution: (1) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Pacheco Koch Consulting Engineers Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Freeport 10 500 Freeport Parkway Coppell, TX Perform In -Place Density Test in accordance with ASTM Standards. CONTRACTOR: Duke Realty Services, LP Test Methods: ASTM D 2922 ASTM D 3017 Description TEST LOCATION Fill 1 East firelane, 150' south of the northeast corner building, subgrade Fill 2 East firelane, 100' south of the northeast corner building, 1st lift Fill 3 East firelane, 50' south of the northeast corner building, 2nd lift PROJECT DATA Gauge: polder 3430 Gauge Serial No: 31705 Test Mode: DT MOISTURE DENSITY RELATIONS Maximum Moisture Density pef 19.5 FIELD DENSITY TESTS Test results on this report meet project specification. Started: 6:30AM PROBE DEPTH (1) Engineering Analyst (1) City of Coppell Bldg. Inspections WD No. 6" 1 6" 1 6" 1 Finished: 2:OOPM 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 IN -PLACE DENSITY TESTING Current: 707 Previous: 711 104.5 19.6 20.1 20.8 Report No.: Project No.: Date of Service: Report Date: 192146 037333 08/05/2003 08/13/2003 Standard Counts Moisture Density Optimum Rone 119.4 124.4 126.0 Current: 2736 Previous: 2733 Project Requirements Moisture Density MOISTURE WET DENSITY DRY DENSITY (Pee (WO 99.8 103.6 104.3 Scott Watson, AET CMT Operations Manager 95 min DENSITY max) 96 99 100 LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 07DF Page 1 of 1 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CONTRACTOR: Duke Realty Services, LP Test Methods: M/D No. 1 TEST NO Perform In -Place Density Test in accordance with ASTM Standards. ASTM D -2922 ASTM D -3017 Dark Brown Clay Backfill 1 Office leave final Backfill 2 Office leave final Backfill 3 Office leave final Backfill 4 Office leave final Description TEST LOCATION out, building column line C -6, out, building column line C-4, out, building column line D -3, out, building column line C -1, Gauge: Troxler 3430 Gauge Serial No: 31705 Test Mode: DT Technician: Lanny Gist Started: 12:0OP Report Distribution: (I) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (I) Pacheco Koch Consulting Engineers PROJECT DAT MOISTURE DENSITY RELATIONS Maximum Moisture Density pcf FIELD DENSITY TESTS PROBE DEPTH (1) Engineering Analyst (1) City of Coppell Bldg. Inspections M/D No. 6" 1 6" 1 6" 1 6" 1 Finished: 2:OOPM IN -PLACE DENSITY TESTING Report No.: Project No.: Date of Service: Report Date: Standard Counts Moisture Density Current: 702 Current: 2740 Previous: 707 Previous: 2736 19.5 104.5 +3 or above 92 96 MOISTURE WET DENSITY DRY DENSITY DENSITY (pen (pcfj max) 23.1 119.5 23.7 121.2 22.7 122.0 24.0 119.8 Test results on this report meet project specification. 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 192209 037333 08/06/2003 08/13/2003 Project Requirements Moisture Density K. Scott Watson, AET CMT Operations Manager 97.1 93 98.0 94 99.4 95 96.6 92 LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 07DF Page 1 of 1 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CONTRACTOR: CONCRETE SUPPLIER: PLANT: STRENGTH: SLUMP (In): AIR TEST METHOD: CYLINDER MARKED SET NO. 1 1 1 2 1 3 Freeport 10 500 Freeport Parkway Coppell, TX Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. SPECIFICATION REQUIREMENTS Duke Realty Services, LP Potter On Site 4000 psi 28 Days 5" maximum 3 -6% ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) MEASURED SLUMP DATE (Inches) TESTED 4.5 07/22/2003 4:5 08/12/2003 4.5 08/12/2003 1 4 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/15/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 7:25am BATCH TIME. 7.14am TEMPERATURE (F) AIR 76 F CONCRETE: 88 F TRUCK NO: 119 TICKET NO: 117217 AIR CONTENT 3.7 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: South parking lot, south half, building column line GG to MM SAMPLE LOCATION: 30' east, 15' north, southwest corner AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 101375 123660 127305 Average 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 COMPRESSIVE STRENGTH (psi) 3580 4370 4500 4440 190770 037333 07/15/2003 08/13/2003 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. OIDD Page 1 of 5 RoneEngineers A LEIGH COMPANY CYLINDER MARKED SET NO. Project: Services: Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Freeport 10 500 Freeport Parkway Coppell, TX Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On Site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): 5" maximum AIR TEST METHOD: ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP (inches) 2 1 5.0 DATE TESTED 07/22/2003 2 2 5.0 08/12/2003 2 3 5.0 08/12/2003 2 4 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D,: 7752 PLACEMENT DATE: 07/15/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 8:02am BATCH TIME: 7:1 Oam TEMPERATURE (F) AIR 80 F CONCRETE: 89 F TRUCK NO: 118 TICKET NO: 117226 3% 6% AIR CONTENT (36): 3.9 UNIT WEIGHT (pet): NA OVERALL PLACEMENT LOCATION: South parking lot, south half, building column line OO to MM SAMPLE LOCATION: 25, north, 10' west, southeast corner Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 97755 123555 120150 Average 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 COMPRESSIVE STRENGTH (psi) 3460 4370 4250 4310 190770 037333 07/15/2003 08/13/2003 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. OIDD Page 2 of 5 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (In): AIR (°A): TEST METHOD: CYLINDER MARKED SET NO. 3 1 3 2 3 3 Freeport 10 500 Freeport Parlcway Coppell, TX Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. Duke Realty Services, LP Potter On Site 4000 psi 28 Days 5" maximum ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) MEASURED SLUMP DATE (inches) TESTED 5.0 07/22/2003 5:0 08/12/2003 5.0 08/12/2003 3 4 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 Report No.: Project No.: Date of Service: Report Date: 190770 037333 07/15/2003 08/13/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/15/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 9:05am BATCH TIME: 8:52am TEMPERATURE (F) AIR 82 F CONCRETE: 88 F TRUCK NO: 119 TICKET NO: 117235 3% 6% AIR CONTENT 4.1 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: South parking lot, south half, building column line OO to MM SAMPLE LOCATION: 20' north, 100' east, southwest comer REPORT OF TESTS AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 89260 118855 111125 Average Does not comply with specified strength. COMPRESSIVE STRENGTH (psi) 3160 4200 3930 4070 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 01DD Page 3 of 5 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Freeport 10 500 Freeport Parkway Coppell, TX Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On Site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): 5" maximum AIR TEST METHOD: ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 CYLINDER MARKED SET NO. 4 1 5.0 3% 6% AIR CONTENT 4.0 UNIT WEIGHT (pci): NA MEASURED SLUMP (inches) DATE TESTED 07/22/2003 4 2 5.0 08/12/2003 4 3 5.0 08/12/2003 4 4 Hold PROJECT DATA REPORT OF TESTS OVERALL PLACEMENT LOCATION: South parking lot, south half, building column line GG to MM SAMPLE LOCATION: 130' east, 10' south, northwest comer Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 87595 114850 119195 Average 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/15/2003 WEATHER CONDITIONS: Clear TIME SAMPLED. 10'00an1 BATCH TIME: 9:43am TEMPERATURE (F) AIR 84 F CONCRETE: 89 F TRUCK NO: 1 17 TICKET NO: 117245 COMPRESSIVE STRENGTH (psi) 190770 037333 07/15/2003 08/13/2003 FRACTURE TYPE 3100 Unbonded Cap 4060 Unbonded Cap 4220 Unbonded Cap 4140 LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 01DD Page 4 of 5 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Freeport 10 500 Freeport Parkway Coppell, TX Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On Site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): 5" maximum AIR 3% 6% TEST METHOD: ASTM C -172 ASTM C -31 CYLINDER MARKED SET NO. 5 4 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP (inches) 5 1 4.5 5 2 4.5 5 3 4.5 Technician: Lanny Gist Report Distribution: (1) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Potter Concrete Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 07/22/2003 08/12/2003 08/12/2003 Hold CONCRETE COMPRESSIVE STRENGTH TEST REPORT (W TESTS Started: 6:30am PROJECT DATA (I) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/15/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 10:55am BATCH TIME: 10:38am TEMPERATURE (F) AIR 88 F CONCRETE: 90 F TRUCK NO: 115 TICKET NO: 117253 AIR CONTENT 3.2 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: South parking lot, south half, building column line GG to MM SAMPLE LOCATION: AGE (days) 7 28 28 Finished: 3:30pm MAXIMUM LOAD (lbs. force) 90385 115085 118490 Average 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 Report No.: Project No.: Date of Service: Report Date: 175' east, 20' north, southwest corner COMPRESSIVE STRENGTH (psi) 3200 4070 4190 4130 190770 037333 07/15/2003 08/13/2003 K. Scott Watson, AET CMT Operations Manager FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 01DD Page 5 of 5