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Amberpoint BP 2R-LR060328FIELD DENSITY TESTING 1 ~~rr~con N b 94051418 0277 Report um er asol car enter F Service Date March 14, 2006 p rwy, ste#1oo Dallas, Texas 75247 (214) 630-1010 Client: Report Date• March 28, 2006 Transwestern Commercial Services Project: AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No 94051418 Material Information Material Laboratory No Test Method 1 514180270 ASTM D 698 Field Test Data Test Description and Classification Brown clay (lime treated) No Test Location Probe Lift/ Mat. Depth Elev No (inches) Lab Test Data Optimum Max. Lab Water Dry Unit Content Weight (%} (pct 21 9 99 7 Proiect Requirements Water Minimum Dry Content Unit Weight (%) (°,6 compaction) -2/+2 95 Water Dry Unit Dry Unit Content Weight Weight (%) (pcf) (°~ compaction) Building #5 606 25' S & 20' W of NE corner FG 1 6 20 8 94 9 95 607 30' S & 85' W of NE corner FG 1 6 22.1 97.2 97 608 20' S & 190' W of NE corner FG 1 6 21 6 95 4 96 609 25' S & 290' W of NE corner FG 1 6 21 4 96 0 96 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 mo isture condition Field Test Method ASTM D2922, ASTM D3017 Technician Francisco Morillo Field Results Reported To Superintendent Report Distribution (1) Transwestern Commercial Services (1) TechniStructures (1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by (1) City of Coppell TX Hussein H. Abusaad, P E. (1) O'Brien 8 Assoc Senior Project Manager 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 1 o~-n~vaci-rN~~a Kay CONCRETE COMPRESSIVE STRENGTH TEST Report Number 94051418 0283 Service Date March 15, 2006 l~~rr~con 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 {214} 630-1010 Client: Report Date March 28, 2006 Transwestern Commercial Services Project: AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No : 94051418 Material Information Specified Strength 4600 psi @ 28 Days Batch Time 12 31 pm Plant. 2 Supplier Potter Concrete Truck No 101 Ticket No 100640 Mix I D No 7723 Water Added Onsite Before Test. 15Galfons Water Added Onsite After Test. 0 Gallons Sample Information Date Cast. March 15, 2006 Time 1 32pm Technician Barry Cuble Weather Conditions Cloudly, light winds Accumulative Yards 30/70 Placement Method Direct Discharge Sample Locations 20' S of N curb, 10'W of E curb Placement Location Pavement, E Parking Field Test Data Test Result Specification Test Method Slump, inches 4 75 4-5 ASTM C143 Air Content, % 6 0 4-8 ASTM C231 Concrete Temperatureo F 74 ASTM C1064 Ambient Temperature,o F 63 ASTM C1064 Plastic Unit Weight, pcf• 144 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) (Ibs) (psi) 1 1 6 00 28.27 03/22/2006 7 111,060 3,930 1 2 6 00 28.27 03/22/2006 7 113,010 4,000 Average (7 Days) 3,970 1 3 04/12/2006 28 1 4 04/12/2006 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples Technician Barry Cuble Report Distribution (1) Transwestern Commercial Services (1) TechniStructures '` (1) City of Coppell TX (1j Rogers O'Brien Construction Co Reviewed by (1) City of Coppell TX (1) o'Brien 8 Assoc Hussein H Abusaad, P.E. Senior Project Manager 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 1 °~-A~uRO,-F~aKaY FIELD DENSITY TESTING • 94051418 0274 l~~rracon Report Number 8901 Carpenter Frwy, Ste #100 Service Date March 13, 2006 Dallas, Texas 75247 (214)630-1010 Client: Report Date March 28, 2006 Transwestern Commercial Services Project: AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No 94051418 Material Informafion Lab Test Data Proiect Requirements Optimum Max. Lab Water Dry Unit Water Minimum Dry Material Laboratory Content Weight Content Unit Weight No Test Method Description and Classification (%) (pcf) (%) (°k compaction) 1 514180270 ASTM D 698 Brown clay (lime treated) 21 9 99 7 -2/+2 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Conten t Weight Weight No Test Location Elev No (inches) (%) (pcf) (°,6 compaction) Building #5 589 Retest of Test #582, dated 03/10/06 FG 1 6 22 4 95 8 96 590 Retest of Test #583, dated 03/10/06 FG 1 6 22.2 96.2 96 591 Retest of Test #584, dated 03/10/06 FG 1 6 21 9 98 4 99 592 Retest of Test #585, dated 03/10/06 FG 1 6 23 0 95 2 95 593 Retest of Test #586, dated 03/10/06 FG 1 6 21 1 96 8 97 594 Retest of Test #587, dated 03/10/06 FG 1 6 20 9 96 3 97 595 Retest of Test #588, dated 03/10/06 FG 1 6 21 1 94 9 95 596 25' S & 30' E of NW corner FG 1 6 22 4 96 7 97 597 20' S & 140' E of NW corner FG 1 6 21 6 96 1 96 598 25' S & 250' E of NW corner FG 1 6 22 1 97 4 98 599 30' N & 40' W of SE corner FG 1 6 21 1 96 3 97 600 25' N & 150' W of SE corner FG 1 6 21 5 95 4 96 601 30' N & 250' W of SE corner FG 1 6 22 0 96 5 97 602 70' N & 30' W of SE corner FG 1 6 22 4 96 4 97 603 75' N & 140' W of SE corner FG 1 6 22 8 97 1 97 604 70' N & 220' W of SE corner FG 1 6 22 0 96 5 97 605 80' N & 315' W of SE corner FG 1 6 21 4 95 6 96 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 2 oi-ncsao~-cn~,eKay FIELD DENSITY TESTING l~err~con Client. Transwestern Commercial Services Project Number•94051418 Report Number 94051418 0274 Comments (cont'd) 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 ASTM D2922, ASTM D3017 Technician Francisco Morillo Field Results Reported To Superintendent Report Distribution (1) Transwestern Commercial Services (1) TechniStructures ~~y~C~ (1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by• (1) City of Coppell TX (1) O'Brien & Assoc Hussein H Abusaad, P.E. Senior Project Manager 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 khe 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 0, A~S,RO, r CONCRETE COMPRESSIVE STRENGTH TEST Report Number 94051418 0282 Service Date March 15, 2006 l~~rracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date. March 28, 2006 Transwestern Commercial Services Project: AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No :94051418 Material Information Specified Strength 3600 psi @ 28 Days Batch Time 10.28am Plant. 2 Supplier Potter Concrete Truck No 122 Ticket No 100631 Mix I D No 7752 Water Added Onsite Before Test. 10Gallons Water Added Onsite After Test. 0 Gallons Field Test Data Test Result Slump, inches 4 00 Air Content, % 5 2 Concrete Temperature o F 74 Ambient Temperature,o F 60 Plastic Unit Weight, pcf~ 142 4 Laboratory Test Data Set Specimen Diameter Area No ID (inches) {sq inches) 1 1 6 00 28.27 1 2 6 00 28 27 3 4 Samp/e Information Date Cast. March 15, 2006 Time 10 49am Technician Barry Cuble Weather Conditions Overcast, mild winds Accumulative Yards 30/90 Placement Method Direct Discharge Sample Locations 65' N of S curb, 25' W of E curb Placement Location Pavement, S Fire Lane Specification Test Method 4-5 ASTM C143 4-8 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (Ibs) (psi) 03/22/2006 7 102,800 3,640 03/22/2006 7 105,730 3,740 Average (7 Days) 3,69D 04/12/2006 28 04/12/2006 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples Technician Barry Cuble Report Distribution (1) Transwestern Commercial Services (1) TechniStructures / (1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by (y (1) City of Coppell TX (1) O'Brien 8 Assoc Hussein H. Abusaad, P E. Senior Project Manager 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 1 0;-~,,AO,-FN..e Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number 94051418 0291 l~err~con Service Date March 16, 2006 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214)630-1010 Client Report Date March 28, 2006 Transwestern Commercial Services Project AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No • 94051418 Material Information Specified Strength 4600 psi @ 28 Days Batch Time 1 09pm Plant. 2 Supplier Potter Concrete Truck No 106 Ticket No 100722 Mix I D No 7723 Water Added Onsite Before Test 15 Gallons Water Added Onsite After Test 0 Gallons Sample lnformafion Date Cast. March 16, 2006 Time 1 47pm Technician Barry Cuble Weather Conditions Sunny, warm Accumulative Yards 30/95 Placement Method Direct Discharge Sample Locations 30' S of N Curb, 15' W of E Curb Placement Location Pavement, E Parking Field Test Data Test Result Specification Test Method Slump, inches 5 50 4-5 ASTM C143 Air Content, % 6.2 4-8 ASTM C231 Concrete Temperature o F 82 ASTM C1064 Ambient Temperature,o F 74 ASTM C1064 Plastic Unit Weight, pcf~ 145 6 ASTM C138 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No ID (inches) (sq. inches) Tested (days) (Ibs) (psi) 1 1 6 00 28 27 03/23/2006 7 102,150 3,610 1 2 6 00 28.27 03/23/2006 7 102,050 3,610 Average (7 Days) 3,610 1 3 04/13/2006 28 1 4 04/13/2006 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples Technician Barry Cuble Report Distribution (1) Transwestern Commercial Services (1) TechniStructures ( ~T~ (1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by ,,/~-~~ (1) City of Coppell TX Hussein H Abusaad, P E. (1) O'Brien & Assoc Senior Project Manager The tests were pertormed 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 1 °' "`5'R°'_F"°`e "ev REPORT OF SOIL-LIME MIXTURE PULVERIZATION 1r~rr~Cn Consultln° En°Ineers & Scientists 8901 CarpenterFnnry Suite $100 Dallas, Texas 75247 (214-630-1010 Date of Service 03!28/06 Client No 50854 Client: Transwestern Commercial Servtces 5001 Spnng Valley Rd Ste 600 W Dallas, TX 75244 Contractor Rogers-O'Bnen Construction Test Location Building #6 Test Method NTCOG Report No 94051418 0320 Project No 94051418 Project: AmberPotnt Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Specification Requirements Minimum Passing 1-314" Sieve 100% Minimum Passing #4 Sieve 60% Sample Condition Field Moist TEST NO LOCATION 1-314" SIEVE % PASSING #4 SIEVE % PASSING 1 20' S & 50' E of NW corner 100 65 2 50' S & 75' E of NW corner 100 68 3 15' S & 120' E of NW corner 100 65 4 55' S & 100' E of NW corner 100 62 5 15' S & 20' W of NE corner 100 65 6 60' S & 30' NE corner 100 65 Comments Technician. F MOr111o Report Distribution (1) Transwestern Commercial Services (1) City of Coppell TX (1) City of Coppell TX 309acs (1) Rogers O'Brien Construction Co (1) O'Brien & Assoc (1) TechniStructures Hussein H. Abusaad, P E Senior Project Manager This report is exclusiveh~ for the use of the client indicated above and shall not be reproduced m full without written approval of Terracon.