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ST1002-LR120327 êþ þìéìéîþ ú øêÿùþþ þìéïéóúúë ïíï ýìþýþþñýìï ùø÷ ü ûú öùõüôó ÿ þýþ òñùùñó üðïî ëùçîúøëþìéìé þþþ õöúæ îí÷ý ú èúùþþ þö óüõú þîþï ÿí ÿ óùóùëûúñ ïþí íìïîí ÷þ üú þ ÷þ þ üú ôÿúêíåþþ ÿôúäùñýÿûòúëãúù ÿùäúøë éìýí üú þýüûúíêìý ï ý üùú íï þ üùú ÿ ø÷ ü ú ö üý ö ú ÿþ þý þ ô ù ü õ ú õ üúü òúü úü ú êþþîêïþìééþìéïé êþþîêïþìééþìéìþéï ìêþþîêïþìééþìéìþéï êþþîêïþìééþéþéî íêþþîêïþìééþéþéî ý ñ õ üúùëú ë÷÷ëûúû úúùë ÷âù÷ùëëúúë ëëùäëñû ëú ëê öúæ ý áà ùø÷ áà ùø÷ òúù áà ùø÷ áà ùø÷ òúù áàëúùûëß áàÞÞúäùñè òúù öÿ ã ì öÿ ã ì öÿ ã ì öÿ ã ï öÿ ã ì öÿ ã þ öÿ ã ì ÿþ úñ÷ì þþþ îýïý äêí êþ þìéìéîþ ú øêÿùþþ þìéïéóúúë ïíï ýìþýþþñýìï ùø÷ ü ûú öùõüôó ÿ þýþ òñùùñó üðïî ëùçîúøëþìéìé þþ õöúæ îí÷ý ú èúùþþ þö óüõú þþî ÿí ÿ óùóùëûúñ þ íìí ÷þ üú þ ÷þ þ üú ôÿúêåí ÿôúäùñýÿûòúëãúù ÿùäúøë íìýí üú þýüûúíêîìý ïì ý üùú î þ üùú ÿ ø÷ ü ú ö üý ö ú ÿþ þý þ ô ù ü õ ú õ üúü òúü úü ú êþþîêïþìééþìéïéí í êþþîêïþìééþìéìþéï ìêþþîêïþìééþìéìþéï êþþîêïþìééþéþéî íêþþîêïþìééþéþéî ý ñ õ üúùëú ë÷÷ëûúû úúùë ÷âù÷ùëëúúë ëëùäëñû ëú ëê öúæ ý áà ùø÷ áà ùø÷ òúù áà ùø÷ áà ùø÷ òúù áàëúùûëß áàÞÞúäùñè òúù öÿ ã ì öÿ ã ì öÿ ã ì öÿ ã ï öÿ ã ì öÿ ã þ öÿ ã ì ÿþ úñ÷ì þþþ îýïý äêí êþ þìéìéîþ ú øêÿùþþ þìéïéóúúë ïíï ýìþýþþñýìï ùø÷ ü ûú öùõüôó ÿ þýþ òñùùñó üðïî ëùçîúøëþìéìé ìí õöúæ îí÷ý ú èúùþþ þö óüõú þì ÿí ÿ óùóùëûúñ þ íìþ ÷þ üú þ ÷þ þ üú ôÿúêþåí ÿôúäùñýÿûòúëãúù ÿùäúøë éìýí üú þýüûúêìý ïî ý üùú ïì þ üùú ÿ ø÷ ü ú ö üý ö ú ÿþ þý þ ô ù ü õ ú õ üúü òúü úü ú ìêþþîêïþìééþìéïéþí ì í ìêþþîêïþìééþìéìþéï ììêþþîêïþìééþìéìþéï ìêþþîêïþìééþéþéî ìíêþþîêïþìééþéþéî ý ñ õ üúùëú ë÷÷ëûúû úúùë ÷âù÷ùëëúúë ëëùäëñû ëú ëê öúæ ý ñ õ áà ùø÷ áà ùø÷ òúù òùÞê äú êòê áà ùø÷ áà ùø÷ òúù ÿùãúúñ áàëúùûëß áàÞÞúäùñè òúù öÿ ã ì öÿ ã ì öÿ ã ì öÿ ã ï öÿ ã ì öÿ ã þ öÿ ã ì ÿþ úñì÷ì þþþ îýïý äêí CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 94111246.0066 Service Date: 02/25/12 8901 Carpenter Fnvy. Suite 100 Report Date: 03/27/12 Revision 1 - 28 -day results Dallas, TX 75247 Task: 214 -630 -1010 Reg No: F -3272 Client Project City of Coppell TX Old Town Coppell & Bethel Road Attn: Rick O'Dell #ST10 -02 Engineering Dept Between Coppell Rd & Freeport PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94111246 Material Information Sample Information Specified Strength: 4,000 psi a 28 days Mix ID: 1701 Supplier: Lattimore Batch Time: 0659 Plant: 952 Truck No.: 5034 Ticket No.: 62927020 Field Test Data Test Slump (in): Air Content ( %): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 33/4 3 -5 4.7 3 -6 54 42 148.3 Sample Date: 02/25/12 Sample Time: 0740 Sampled By: Albert Garcia Weather Conditions: Clear, light winds Accumulative Yards: 60 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Sta. 8 +75 Placement Location: Paving - Houston Street, Sta. 1 +00 to Fracture Sta. 9 +00 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 1 6.00 28.27 02/27/12 02/29/12 4 113,030 4,000 2 1 2 6.00 28.27 02/27/12 03/03/12 7 131,730 4,660 2 1 3 6.00 28.27 02/27/12 03/24/12 28 150,800 5,330 1 1 4 6.00 28.27 02/27/12 03/24/12 28 165,410 5,850 2 Average (28 days) 5,590 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Albert Garcia Reported To: Contractor: Report Distribution: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, ASTM C1231 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. CROOO1, 8- 27 -11, Revs Page 1 of 5 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 94111246.0066 Service Date: 02/25/12 8901 Carpenter Fnvy. Suite 100 Report Date: 03/27/12 Revision 1 - 28 -day results Dallas, TX 75247 Task: 214 -630 -1010 Reg No: F -3272 Client Project City of Coppell TX Old Town Coppell & Bethel Road Attn: Rick O'Dell #ST10 -02 Engineering Dept Between Coppell Rd & Freeport PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94111246 Material Information Sample Information Specified Strength: 4,000 psi a 28 days Mix ID: 1701 Supplier: Lattimore Batch Time: 0735 Plant: 952 Truck No.: 9141 Ticket No.: 62927035 Field Test Data Test Slump (in): Air Content ( %): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 3 1/2 3 -5 4.7 3 -6 54 42 145.3 Sample Date: 02/25/12 Sample Time: 0820 Sampled By: Albert Garcia Weather Conditions: Clear, light wind Accumulative Yards: 130 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Sta. 7 +00 Placement Location: Paving - Houston Street, Sta. 1 +00 to Fracture Sta. 9 +00 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 2 1 6.00 28.27 02/27/12 02/29/12 4 126,910 4,490 2 2 2 6.00 28.27 02/27/12 03/03/12 7 139,740 4,940 2 2 3 6.00 28.27 02/27/12 03/24/12 28 166,410 5,890 2 2 4 6.00 28.27 02/27/12 03/24/12 28 164,700 5,830 2 Average (28 days) 5,860 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Albert Garcia Reported To: Contractor: Report Distribution: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, ASTM C1231 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. CROOO1, 8- 27 -11, Revs Page 2 of 5 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 94111246.0066 Service Date: 02/25/12 8901 Carpenter Fnvy. Suite 100 Report Date: 03/27/12 Revision 1 - 28 -day results Dallas, TX 75247 Task: 214 -630 -1010 Reg No: F -3272 Client Project City of Coppell TX Old Town Coppell & Bethel Road Attn: Rick O'Dell #ST10 -02 Engineering Dept Between Coppell Rd & Freeport PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94111246 Material Information Sample Information Specified Strength: 4,000 psi a 28 days Mix ID: 1701 Supplier: Lattimore Batch Time: 0957 Plant: 952 Truck No.: 9105 Ticket No.: 62927047 Field Test Data Test Slump (in): Air Content ( %): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 31/2 3 -5 4.7 3 -6 68 60 144.8 Sample Date: 02/25/12 Sample Time: 1025 Sampled By: Albert Garcia Weather Conditions: Clear, light wind Accumulative Yards: 270 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Sta. 5 +75 Placement Location: Paving - Houston Street, Sta. 1 +00 to Fracture Sta. 9 +00 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 3 1 6.00 28.27 02/27/12 02/29/12 4 112,480 3,980 2 3 2 6.00 28.27 02/27/12 03/03/12 7 146,530 5,180 2 3 3 6.00 28.27 02/27/12 03/24/12 28 159,640 5,650 2 3 4 6.00 28.27 02/27/12 03/24/12 28 159,320 5,640 2 Average (28 days) 5,650 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Albert Garcia Reported To: Contractor: Report Distribution: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, ASTM C1231 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. CROOO1, 8- 27 -11, Revs Page 3 of 5 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 94111246.0066 Service Date: 02/25/12 8901 Carpenter Fnvy. Suite 100 Report Date: 03/27/12 Revision 1 - 28 -day results Dallas, TX 75247 Task: 214 -630 -1010 Reg No: F -3272 Client Project City of Coppell TX Old Town Coppell & Bethel Road Attn: Rick O'Dell #ST10 -02 Engineering Dept Between Coppell Rd & Freeport PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94111246 Material Information Sample Information Specified Strength: 4,000 psi a 28 days Mix ID: 1701 Supplier: Lattimore Batch Time: 0957 Plant: 952 Truck No.: 70960 Ticket No.: 62927055 Field Test Data Test Slump (in): Air Content ( %): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 31/2 3 -5 3.7 3 -6 67 60 144.2 Sample Date: 02/25/12 Sample Time: 1025 Sampled By: Albert Garcia Weather Conditions: Clear, light wind Accumulative Yards: 370 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Sta. 3 +00 Placement Location: Paving - Houston Street, Sta. 1 +00 to Fracture Sta. 9 +00 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 4 1 6.00 28.27 02/27/12 02/29/12 4 124,520 4,400 2 4 2 6.00 28.27 02/27/12 03/03/12 7 152,840 5,410 2 4 3 6.00 28.27 02/27/12 03/24/12 28 169,550 6,000 2 4 4 6.00 28.27 02/27/12 03/24/12 28 168,660 5,970 2 Average (28 days) 5,990 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Albert Garcia Reported To: Contractor: Report Distribution: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, ASTM C1231 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. CROOO1, 8- 27 -11, Revs Page 4 of 5 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 94111246.0066 Service Date: 02/25/12 8901 Carpenter Fnvy. Suite 100 Report Date: 03/27/12 Revision 1 - 28 -day results Dallas, TX 75247 Task: 214 -630 -1010 Reg No: F -3272 Client Project City of Coppell TX Old Town Coppell & Bethel Road Attn: Rick O'Dell #ST10 -02 Engineering Dept Between Coppell Rd & Freeport PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94111246 Material Information Sample Information Specified Strength: 4,000 psi a 28 days Mix ID: 1701 Supplier: Lattimore Batch Time: 1111 Plant: 952 Truck No.: 5022 Ticket No.: 62927064 Field Test Data Test Slump (in): Air Content ( %): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 33/4 3 -5 4.7 3 -6 68 62 144.7 Sample Date: 02/25/12 Sample Time: 1200 Sampled By: Albert Garcia Weather Conditions: CLear Accumulative Yards: 450 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 5 Water Added After (gal): 0 Sample Location: Sta. 1 +00 Placement Location: Paving - Houston Street, Sta. 1 +00 to Fracture Sta. 9 +00 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 5 1 6.00 28.27 02/27/12 02/29/12 4 116,690 4,130 2 5 2 6.00 28.27 02/27/12 03/03/12 7 140,230 4,960 2 5 3 6.00 28.27 02/27/12 03/24/12 28 162,390 5,740 2 5 4 6.00 28.27 02/27/12 03/24/12 28 171,730 6,070 2 Average (28 days) 5,910 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Albert Garcia Reported To: Contractor: Report Distribution: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E. (1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Senior Project Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, ASTM C1231 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. CROOO1, 8- 27 -11, Revs Page 5 of 5 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 94111246.0068 Service Date: 02/27/12 8901 Carpenter Fnvy. Suite 100 Report Date: 03/27/12 Revision 1 - 28 -day results Dallas, TX 75247 Task: 214 -630 -1010 Reg No: F -3272 Client Project City of Coppell TX Old Town Coppell & Bethel Road Attn: Rick O'Dell #ST10 -02 Engineering Dept Between Coppell Rd & Freeport PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94111246 Material Information Sample Information Specified Strength: 4,500 psi a 28 days Mix ID: 1851 Supplier: Lattimore Batch Time: 1241 Plant: 952 Truck No.: 7060 Ticket No.: 62927123 Field Test Data Test Result Specification Slump (in): 3 3 -5 Air Content ( %): 5.0 3 -6 Concrete Temp. (F): 70 Ambient Temp. (F): 66 Sample Date: 02/27/12 Sample Time: 1325 Sampled By: Christopher Amoah Weather Conditions: Cloudy Accumulative Yards: 10 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: At NE corner Placement Location: Paving - Houston Road & Main ID Street intersection Plastic Unit Wt. (pcf): 145.5 Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 1 6.00 28.27 02/28/12 03/05/12 7 137,720 4,870 2 1 2 6.00 28.27 02/28/12 03/05/12 7 135,700 4,800 2 Average (7 days) 4,840 1 3 6.00 28.27 02/28/12 03/26/12 28 158,410 5,600 4 1 4 6.00 28.27 02/28/12 03/26/12 28 127,260 4,500 4 Average (28 days) 5,050 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Christopher Amoah Reported To: Contractor: Report Distribution: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E. (1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Senior Project Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, ASTM C1231 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. CROOO1, 8- 27 -11, Revs Page 1 of 1 FIELD DENSITY TEST REPORT Irerracon Report Number: 94111246.0113 Service Date: 03/22/12 8901 Carpenter Fiwy. Suite 100 Report Date: 03/27/12 Dallas, TX 75247 Task: 214 -630 -1010 Reg No: F -3272 Client City of Coppell TX Attn: Rick O'Dell Project Old Town Coppell & Bethel Road #ST10 -02 Engineering Dept Between Coppell Rd & Freeport PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94111246 Material Information Mat. Proctor No. Ref. No. 1 94111246.0006 Field Test Data Classification and Description Brown clayey sand, with gravel Test No. Test Location Laboratory Test Method ASTM D698 Lab Test Data Optimum Max. Lab Water Dry Unit Content Weight (%) (pcf) 13.3 116.6 Project Requirements Water Minimum Content Compaction -2/ +4 95 Probe Wet Water Water Dry Unit Percent Lift / Mat. Depth Density Content Content Weight Compaction Elev. No. (in) (pcf) (pcf) ( %) (pcf) ( %) Road Intersection, Bethel, South Coppell & Mitchell 306 Center of intersection Final 1 6 130.7 17.7 15.7 113.0 97 307 20' from center of Mitchell St. Final 1 6 135.6 17.6 14.9 118.0 100+ Datum: Gauge ID: 1469 Comments: Test and /or retest results on this report meet project requirements as noted above. Services: Perform in -place density and moisture content tests to determine degree of compaction and material moisture condition. Terracon Rep.: Christopher Amoah Reported To: Contractor: Report Distribution: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Test Methods: ASTM D6938 Reviewed Bv: f Eric J. Cleveland, 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. CROOO-, 8- 27 -11, Rev.a Page 1 of I LIME PULVERIZATION TESTS REPORT Irerracon 1/4" SIEVE % PASSING Report Number: 94111246.0117 1 RETEST OF TEST #1, Dated 03/21/12, Sta. 1 +50 100 77 2 Service Date: 03/23/12 8901 Carpenter Frwy. Suite 100 Report Date: 03/27/12 Dallas, TX 75247 214 - 630 -1010 Reg No:F -3272 Client Project City of Coppell TX Old Town Coppell & Bethel Road Attn: Rick O'Dell #ST10 -02 Engineering Dept Between Coppell Rd & Freeport PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94111246 SERVICES: Performed gradation tests on lime treated soil. TEST METHOD: SPECIFICATION REQUIREMENTS: Minimum Passing 1/4" Sieve ( %): 100 Minimum Passing #4 Sieve ( %): 60 Sample Condition: Field Moist TEST LOCATION: Alley from Travis Rd. to Houston Rd. TEST NO. LOCATION 1/4" SIEVE % PASSING #4 SIEVE % PASSING 1 RETEST OF TEST #1, Dated 03/21/12, Sta. 1 +50 100 77 2 RETEST OF TEST #2, Dated 03/21/12, Sta. 4 +50 100 75 Services: Perform gradation tests on lime stabilized soil. Terracon Rep.: Christopher Amoah Reported To: Contractor: Report Distribution: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: (1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Eric J. Cleveland, 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. CT0001, 9- 28-10, Revs Page 1 of 1 dgr FIELD DENSITY TEST REPORT Irerracon Report Number: 94111246.0118 Service Date: 03/23/12 8901 Carpenter Fnvy. Suite 100 Report Date: 03/27/12 Dallas, TX 75247 Task: 214 -630 -1010 Reg No: F -3272 Client Project City of Coppell TX Old Town Coppell & Bethel Road Attn: Rick O'Dell #ST10 -02 Engineering Dept Between Coppell Rd & Freeport PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94111246 Material Information Lab Test Data Project Requirements Optimum Max. Lab Water Dry Unit Water Minimum Mat. Proctor Laboratory Content Weight Content Compaction No. Ref. No. Classification and Description Test Method ( %) (pcf) 1 94111246.0006 Brown clayey sand, with gravel ASTM D698 13.3 116.6 -2/ +4 95 2 94111246.0038 Dark brown clay ( lime treated) ASTM D698 24.4 95.0 -2/ +4 95 Field Test Data Probe Wet Water Water Dry Unit Percent Test Lift / Mat. Depth Density Content Content Weight Compaction No. Test Location Elev. No. (in) (pcf) (pcf) ( %) (pcf) ( %) South Coppell Road, Subgrade, South Bound 308 80' from Bethel Rd. /Center Final 1 6 134.0 18.7 16.2 115.3 99 309 30' from Bethel Rd. /Center Final 1 6 133.6 19.4 17.0 114.2 98 Alley From Travis Road to Houston Road 310 Sta.1 +50 Final 2 6 115.5 21.2 22.5 94.3 99 311 Sta.4 +50 Final 2 6 114.9 23.1 25.2 91.8 97 Datum: Gauge ID: 1469 Comments: Test and /or retest results on this report meet project requirements as noted above. Services: Perform in -place density and moisture content tests to determine degree of compaction and material moisture condition. Terracon Rep.: Christopher Amoah Reported To: Contractor: Report Distribution: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed B / (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E. (1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Senior Project Manager Test Methods: ASTM D6938 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. CROOO-, 8- 27 -11, Rev.a Page 1 of 1 SAMPLE PICK -UP REPORT Report Number: 94111246.0120 Irerracon Service Date: 03/24/12 8901 Carpenter Frwy. Suite 100 Report Date: 03/27/12 Dallas, TX 75247 214 - 630 -1010 Reg No:F -3272 Client Project City of Coppell TX Old Town Coppell & Bethel Road Attn: Rick O'Dell #ST10 -02 Engineering Dept Between Coppell Rd & Freeport PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94111246 TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 19 Report No.: No. of Cylinders Report No.: No. of Cylinders 94111246.0115 4 94111246.0116 15 Services: Concrete cylinder pickup. Terracon Rep.: Adam Wood Reported To: Contractor: Report Distribution: (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed (1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Reviewed By: "�Zz Eric J. Cleveland, 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. BC0001, 10- 25 -10, Rev.9 Page 1 of 1 dgr