Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Coppell Ind 2-LR130311
REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 193 3090 Olive Street, Suite 300 REPORT DATE: 03-11-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 4 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 4459 02-27-13 Building Pad: 1325‘N, 25‘W(1) 0.0 90.8 24.5 7 95.9 4460 Building Pad: 1325‘N, 100‘W(1) 0.0 91.3 24.0 7 96.4 4461 Building Pad: 1325‘N, 200‘W(1) 0.0 90.3 24.8 7 95.4 4462 Building Pad: 1325‘N, 300‘W(1) 0.0 91.7 24.1 7 96.8 4463 Building Pad: 1325‘N, 400‘W(1) 0.0 92.1 23.7 7 97.3 4464 Building Pad: 1325‘N, 510‘W(1) 0.0 91.2 25.0 7 96.3 4465 Building Pad: 1425‘N, 25‘W(1) 4.5 94.8 23.4 1 93.9 4466 Building Pad: 1430‘N, 30‘W(1) 4.0 95.4 22.9 1 94.5 4467 Building Pad: 1420‘N, 40‘W(1) 3.5 96.0 22.0 1 95.0 4468 Building Pad: 1420‘N, 30‘W(1) 3.0 94.3 24.0 1 93.4 4469 Building Pad: 1425‘N, 20‘W(1) 2.5 93.9 24.2 1 93.0 4470 Building Pad: 1430‘N, 35‘W(1) 2.0 94.5 23.1 1 93.6 4471 Building Pad: 1425‘N, 100‘W(1) 4.5 94.9 22.8 1 94.0 4472 Building Pad: 1430‘N, 105‘W(1) 4.0 95.2 22.3 1 94.3 4473 Building Pad: 1420‘N, 110‘W(1) 3.5 96.5 21.8 1 95.5 4474 Building Pad: 1430‘N, 115‘W(1) 3.0 95.9 22.4 1 95.0 4475 Building Pad: 1435‘N, 110‘W(1) 2.5 96.2 21.9 1 95.2 4476 Building Pad: 1420‘N, 100‘W(1) 2.0 94.8 23.1 1 93.9 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 193 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 4477 02-27-13 Building Pad: 1425‘N, 200‘W(1) 4.5 95.5 22.4 1 94.6 4478 Building Pad: 1430‘N, 210‘W(1) 4.0 95.1 22.8 1 94.2 4479 Building Pad: 1420‘N, 200‘W(1) 3.5 96.2 22.0 1 95.2 4480 Building Pad: 1425‘N, 215‘W(1) 3.0 95.7 22.6 1 94.8 4481 Building Pad: 1430‘N, 200‘W(1) 2.5 94.2 23.8 1 93.3 4482 Building Pad: 1420‘N, 210‘W(1) 2.0 93.9 24.1 1 93.0 4483 Building Pad: 1425‘N, 300‘W(1) 4.5 93.5 24.3 1 92.6 4484 Building Pad: 1430‘N, 305‘W(1) 4.0 94.6 23.7 1 93.7 4485 Building Pad: 1420‘N, 300‘W(1) 3.5 94.1 24.0 1 93.2 4486 Building Pad: 1440‘N, 300‘W(1) 3.0 95.3 23.2 1 94.4 4487 Building Pad: 1420‘N, 305‘W(1) 2.5 96.6 21.8 1 95.6 4488 Building Pad: 1435‘N, 315‘W(1) 2.0 95.8 21.9 1 94.9 4889 Building Pad: 1425‘N, 400‘W(1) 4.5 94.5 23.0 1 93.6 4890 Building Pad: 1430‘N, 410‘W(1) 4.0 94.9 22.6 1 94.0 4891 Building Pad: 1435‘N, 415‘W(1) 3.5 95.4 22.3 1 94.5 4892 Building Pad: 1420‘N, 400‘W(1) 3.0 96.0 21.9 1 95.0 4893 Building Pad: 1420‘N, 410‘W(1) 2.5 95.3 22.4 1 94.4 4894 Building Pad: 1425‘N, 415‘W(1) 2.0 96.1 21.8 1 95.1 4895 Building Pad: 1425‘N, 515‘W(1) 4.5 95.6 22.1 1 94.7 4896 Building Pad: 1430‘N, 520‘W(1) 4.0 94.8 23.5 1 93.9 4897 Building Pad: 1425‘N, 530‘W(1) 3.5 94.9 23.9 1 94.0 4898 Building Pad: 1420‘N, 525‘W(1) 3.0 95.1 22.7 1 94.2 4899 Building Pad: 1435‘N, 540‘W(1) 2.5 94.3 23.8 1 93.4 4900 Building Pad: 1430‘N, 530‘W(1) 2.0 94.0 24.1 1 93.1 4901 Building Pad: 1475‘N, 50‘W(1) 4.5 96.2 21.5 3 93.9 4902 Building Pad: 1480‘N, 40‘W(1) 4.0 95.4 22.3 3 93.1 4903 Building Pad: 1485‘N, 55‘W(1) 3.5 96.9 21.2 3 94.5 4904 Building Pad: 1490‘N, 40‘W(1) 3.0 97.5 21.0 3 95.1 4905 Building Pad: 1475‘N, 35‘W(1) 2.5 96.0 22.1 3 93.7 4906 Building Pad: 1480‘N, 45‘W(1) 2.0 97.1 21.1 3 94.7 4907 Building Pad: 1475‘N, 150‘W(1) 4.5 95.6 22.3 3 93.3 4908 Building Pad: 1480‘N, 155‘W(1) 4.0 97.3 22.0 3 94.9 4909 Building Pad: 1470‘N, 160‘W(1) 3.5 95.7 22.5 3 93.4 4910 Building Pad: 1480‘N, 140‘W(1) 3.0 95.4 22.5 3 93.1 4911 Building Pad: 1470‘N, 160‘W(1) 2.5 94.9 23.4 3 92.6 4912 Building Pad: 1475‘N, 155‘W(1) 2.0 95.8 22.1 3 93.5 4913 Building Pad: 1480‘N, 250‘W(1) 4.5 96.3 22.0 3 94.0 4914 Building Pad: 1470‘N, 245‘W(1) 4.0 97.0 21.3 3 94.6 4915 Building Pad: 1485‘N, 255‘W(1) 3.5 96.8 21.7 3 94.4 4916 Building Pad: 1470‘N, 240‘W(1) 3.0 97.3 20.9 3 94.9 4917 Building Pad: 1465‘N, 255‘W(1) 2.5 96.4 21.8 3 94.0 4918 Building Pad: 1475‘N, 260‘W(1) 2.0 95.5 22.6 3 93.2 4919 Building Pad: 1475‘N, 350‘W(1) 4.5 93.9 23.6 1 93.0 4920 Building Pad: 1470‘N, 340‘W(1) 4.0 94.5 22.9 1 93.6 4921 Building Pad: 1480‘N, 360‘W(1) 3.5 94.1 23.1 1 93.2 REPORT NO. 193 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 4922 02-27-13 Building Pad: 1485‘N, 355‘W(1) 3.0 95.4 22.2 1 94.5 4923 Building Pad: 1470‘N, 360‘W(1) 2.5 94.2 23.8 1 93.3 4924 Building Pad: 1485‘N, 350‘W(1) 2.0 94.0 24.3 1 93.1 4925 Building Pad: 1475‘N, 450‘W(1) 4.5 95.9 21.4 3 93.6 4926 Building Pad: 1480‘N, 455‘W(1) 4.0 96.4 21.2 3 94.0 4927 Building Pad: 1470‘N, 440‘W(1) 3.5 97.6 21.1 3 95.2 4928 Building Pad: 1480‘N, 435‘W(1) 3.0 96.3 22.4 3 94.0 4929 Building Pad: 1475‘N, 455‘W(1) 2.5 96.5 22.0 3 94.1 4930 Building Pad: 1485‘N, 460‘W(1) 2.0 97.2 23.1 3 94.8 4931 Building Pad: 1475‘N, 550‘W(1) 4.5 96.0 22.5 1 95.0 4932 Building Pad: 1480‘N, 540‘W(1) 4.0 95.3 22.9 1 94.4 4933 Building Pad: 1470‘N, 545‘W(1) 3.5 94.7 23.8 1 93.8 4934 Building Pad: 1475‘N, 560‘W(1) 3.0 93.9 24.2 1 93.0 4935 Building Pad: 1485‘N, 540‘W(1) 2.5 94.4 23.7 1 93.5 4936 Building Pad: 1470‘N, 550‘W(1) 2.0 95.0 22.6 1 94.1 4937 Storm Line B: STA 1+25 5.0 97.4 21.2 3 95.0 4938 Storm Line B: STA 1+26 4.0 98.0 20.9 3 95.6 4939 Storm Line B: STA 1+27 3.0 97.6 21.6 3 95.2 4940 Storm Line B: STA 1+28 2.0 98.5 21.0 3 96.1 4941 Storm Line B: STA 1+29 1.0 97.9 21.3 3 95.5 4942 Storm Line B: STA 1+30 0.0 98.9 20.9 3 96.5 4943 Storm Line B: STA 2+75 5.0 96.2 21.8 1 95.2 4944 Storm Line B: STA 2+76 4.0 96.5 22.1 1 95.5 4945 Storm Line B: STA 2+77 3.0 97.1 21.9 1 96.1 4946 Storm Line B: STA 2+78 2.0 96.8 21.8 1 95.8 4947 Storm Line B: STA 2+79 1.0 97.4 21.9 1 96.4 4948 Storm Line B: STA 2+80 0.0 98.0 21.7 1 97.0 4949 Storm Line B: STA 4+25 3.0 96.8 22.3 1 95.8 4950 Storm Line B: STA 4+26 2.0 97.3 22.0 1 96.3 4951 Storm Line B: STA 4+27 1.0 97.6 21.9 1 96.6 4952 Storm Line B: STA 4+28 0.0 97.5 21.7 1 96.5 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. REPORT NO. 193 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 4 of 4 E-MailSubmitted by: Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 197 3090 Olive Street, Suite 300 REPORT DATE: 03-11-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 4 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 4953 02-28-13 Building Pad: 1375‘N, 50‘W(1) 0.0 90.6 24.6 7 95.7 4954 Building Pad: 1375‘N, 150‘W(1) 0.0 91.5 24.0 7 96.6 4955 Building Pad: 1375‘N, 250‘W(1) 0.0 92.0 23.8 7 97.1 4956 Building Pad: 1375‘N, 350‘W(1) 0.0 90.2 24.9 7 95.2 4957 Building Pad: 1375‘N, 450‘W(1) 0.0 90.3 25.1 7 95.4 4958 Building Pad: 1375‘N, 550‘W(1) 0.0 91.7 24.3 7 96.8 4959 Building Pad: 1425‘N, 25‘W(1) 1.5 95.2 22.3 1 94.3 4960 Building Pad: 1430‘N, 30‘W(1) 1.0 96.1 21.8 1 95.1 4961 Building Pad: 1420‘N, 35‘W(1) 0.7 95.7 22.0 1 94.8 4962 Building Pad: 1425‘N, 100‘W(1) 1.5 94.8 23.1 1 93.9 4963 Building Pad: 1440‘N, 110‘W(1) 1.0 95.4 22.5 1 94.5 4964 Building Pad: 1445‘N, 100‘W(1) 0.7 96.0 22.0 1 95.0 4965 Building Pad: 1425‘N, 200‘W(1) 1.5 94.3 23.7 1 93.4 4966 Building Pad: 1420‘N, 210‘W(1) 1.0 94.6 23.1 1 93.7 4967 Building Pad: 1435‘N, 205‘W(1) 0.7 95.5 22.3 1 94.6 4968 Building Pad: 1425‘N, 300‘W(1) 1.5 95.8 22.0 1 94.9 4969 Building Pad: 1430‘N, 310‘W(1) 1.0 94.9 22.7 1 94.0 4970 Building Pad: 1425‘N, 315‘W(1) 0.7 95.3 22.5 1 94.4 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 197 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 4971 02-28-13 Building Pad: 1425‘N, 400‘W(1) 1.5 94.8 23.4 1 93.9 4972 Building Pad: 1430‘N, 410‘W(1) 1.0 94.9 23.0 1 94.0 4973 Building Pad: 1435‘N, 400‘W(1) 0.7 95.8 22.1 1 94.9 4974 Building Pad: 1425‘N, 515‘W(1) 1.5 96.0 21.9 1 95.0 4975 Building Pad: 1430‘N, 525‘W(1) 1.0 95.0 22.4 1 94.1 4976 Building Pad: 1435‘N, 535‘W(1) 0.7 94.5 22.8 1 93.6 4977 Building Pad: 1475‘N, 50‘W(1) 1.5 93.9 24.0 1 93.0 4978 Building Pad: 1480‘N, 40‘W(1) 1.0 94.6 23.1 1 93.7 4979 Building Pad: 1485‘N, 45‘W(1) 0.7 95.3 22.7 1 94.4 4980 Building Pad: 1475‘N, 150‘W(1) 1.5 94.9 23.7 1 94.0 4981 Building Pad: 1480‘N, 160‘W(1) 1.0 95.6 22.9 1 94.7 4982 Building Pad: 1470‘N, 165‘W(1) 0.7 95.9 22.1 1 95.0 4983 Building Pad: 1475‘N, 250‘W(1) 1.5 95.0 23.0 1 94.1 4984 Building Pad: 1480‘N, 260‘W(1) 1.0 95.9 22.4 1 95.0 4985 Building Pad: 1470‘N, 240‘W(1) 0.7 96.6 21.8 1 95.6 4986 Building Pad: 1475‘N, 350‘W(1) 1.5 95.4 22.6 1 94.5 4987 Building Pad: 1480‘N, 360‘W(1) 1.0 95.3 22.4 1 94.4 4988 Building Pad: 1470‘N, 345‘W(1) 0.7 96.0 21.9 1 95.0 4989 Building Pad: 1475‘N, 450‘W(1) 1.5 94.8 23.1 1 93.9 4990 Building Pad: 1480‘N, 455‘W(1) 1.0 95.0 22.6 1 94.1 4991 Building Pad: 1470‘N, 465‘W(1) 0.7 95.7 22.0 1 94.8 4992 Building Pad: 1475‘N, 550‘W(1) 1.5 95.2 23.0 1 94.3 4993 Building Pad: 1470‘N, 560‘W(1) 1.0 95.9 22.3 1 95.0 4994 Building Pad: 1480‘N, 545‘W(1) 0.7 96.5 21.8 1 95.5 4995 Building Pad: 1525‘N, 25‘W(1) 9.0 94.0 22.9 9 93.3 4996 Building Pad: 1520‘N, 30‘W(1) 8.5 94.7 22.6 9 93.9 4997 Building Pad: 1530‘N, 40‘W(1) 8.0 95.2 22.2 9 94.4 4998 Building Pad: 1525‘N, 100‘W(1) 9.0 93.9 24.5 9 93.2 4999 Building Pad: 1530‘N, 105‘W(1) 8.5 94.2 23.9 9 93.5 5000 Building Pad: 1540‘N, 115‘W(1) 8.0 93.2 24.1 9 92.5 5001 Building Pad: 1525‘N, 200‘W(1) 9.0 93.8 23.4 9 93.1 5002 Building Pad: 1535‘N, 210‘W(1) 8.5 94.8 22.8 9 94.0 5003 Building Pad: 1520‘N, 200‘W(1) 8.0 95.4 22.3 9 94.6 5004 Building Pad: 1525‘N, 300‘W(1) 9.0 94.7 24.5 9 93.9 5005 Building Pad: 1535‘N, 310‘W(1) 8.5 95.6 23.8 9 94.8 5006 Building Pad: 1540‘N, 315‘W(1) 8.0 95.0 23.4 9 94.2 5007 Building Pad: 1525‘N, 400‘W(1) 9.0 93.9 24.9 9 93.2 5008 Building Pad: 1535‘N, 400‘W(1) 8.5 94.6 24.2 9 93.8 5009 Building Pad: 1540‘N, 395‘W(1) 8.0 95.2 22.4 9 94.4 5010 Building Pad: 1525‘N, 520‘W(1) 9.0 95.9 22.3 9 95.1 5011 Building Pad: 1535‘N, 530‘W(1) 8.5 94.7 23.8 9 93.9 5012 Building Pad: 1540‘N, 545‘W(1) 8.0 94.2 24.3 9 93.5 5013 Building Pad: 1575‘N, 50‘W(1) 9.0 94.3 24.0 1 93.4 5014 Building Pad: 1585‘N, 40‘W(1) 8.5 95.7 22.4 1 94.8 5015 Building Pad: 1570‘N, 60‘W(1) 8.0 96.3 21.9 1 95.3 REPORT NO. 197 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5016 02-28-13 Building Pad: 1575‘N, 150‘W(1) 9.0 94.6 23.2 1 93.7 5017 Building Pad: 1585‘N, 160‘W(1) 8.5 94.0 23.7 1 93.1 5018 Building Pad: 1570‘N, 140‘W(1) 8.0 93.5 24.6 1 92.6 5019 Building Pad: 1575‘N, 250‘W(1) 9.0 95.1 22.5 1 94.2 5020 Building Pad: 1570‘N, 240‘W(1) 8.5 96.0 21.8 1 95.0 5021 Building Pad: 1575‘N, 260‘W(1) 8.0 94.3 23.8 1 93.4 5022 Building Pad: 1575‘N, 350‘W(1) 9.0 95.0 23.0 1 94.1 5023 Building Pad: 1580‘N, 360‘W(1) 8.5 94.8 23.1 1 93.9 5024 Building Pad: 1590‘N, 370‘W(1) 8.0 95.7 22.4 1 94.8 5025 Building Pad: 1575‘N, 450‘W(1) 9.0 96.1 21.9 1 95.1 5026 Building Pad: 1570‘N, 460‘W(1) 8.5 93.8 24.3 1 92.9 5027 Building Pad: 1585‘N, 450‘W(1) 8.0 94.2 24.5 1 93.3 5028 Building Pad: 1575‘N, 550‘W(1) 9.0 95.2 23.4 1 94.3 5029 Building Pad: 1590‘N, 560‘W(1) 8.5 96.3 22.0 1 95.3 5030 Building Pad: 1580‘N, 540‘W(1) 8.0 95.5 22.5 1 94.6 5031 Electrical Trench: AA.5/11 1.0 96.1 21.8 1 95.1 5032 Electrical Trench: AA.5/11 0.0 95.7 21.3 6 96.2 5033 Electrical Trench: CC.5/7 1.0 96.3 22.3 1 95.3 5034 Electrical Trench: CC.5/7 0.0 94.8 21.8 6 95.3 5035 Storm Line B: STA 5+75 2.0 97.5 21.3 3 95.1 5036 Storm Line B: STA 5+76 1.0 98.2 21.0 3 95.8 5037 Storm Line B: STA 5+77 0.0 98.1 21.5 3 95.7 5038 Storm Line B: STA 7+25 2.0 97.5 22.4 3 95.1 5039 Storm Line B: STA 7+26 1.0 98.3 21.9 3 95.9 5040 Storm Line B: STA 7+27 0.0 98.7 21.1 3 96.3 5041 Storm Line B: STA 8+75 2.0 97.9 22.5 3 95.5 5042 Storm Line B: STA 8+76 1.0 97.4 22.8 3 95.0 5043 Storm Line B: STA 8+77 0.0 98.2 22.0 3 95.8 5044 Storm Line B: STA 10+25 2.0 98.0 21.9 3 95.6 5045 Storm Line B: STA 10+26 1.0 97.8 22.1 3 95.4 5046 Storm Line B: STA 10+27 0.0 98.6 21.3 3 96.2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. REPORT NO. 197 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 4 of 4 E-MailSubmitted by: Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 201 3090 Olive Street, Suite 300 REPORT DATE: 03-11-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 4 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5047 03-01-13 Building Pad: 1425‘N, 25‘W(1) 0.0 95.0 21.1 6 95.5 5048 Building Pad: 1425‘N, 100‘W(1) 0.0 94.8 21.5 6 95.3 5049 Building Pad: 1425‘N, 200‘W(1) 0.0 95.6 21.0 6 96.1 5050 Building Pad: 1425‘N, 300‘W(1) 0.0 94.5 22.1 6 95.0 5051 Building Pad: 1425‘N, 400‘W(1) 0.0 95.2 21.4 6 95.7 5052 Building Pad: 1425‘N, 520‘W(1) 0.0 96.2 20.8 6 96.7 5053 Building Pad: 1475‘N, 50‘W(1) 0.0 95.4 21.2 6 95.9 5054 Building Pad: 1475‘N, 150‘W(1) 0.0 95.9 21.0 6 96.4 5055 Building Pad: 1475‘N, 250‘W(1) 0.0 96.5 20.4 6 97.0 5056 Building Pad: 1475‘N, 350‘W(1) 0.0 90.8 24.0 7 95.9 5057 Building Pad: 1475‘N, 450‘W(1) 0.0 90.1 24.4 7 95.1 5058 Building Pad: 1475‘N, 550‘W(1) 0.0 91.2 23.9 7 96.3 5059 Building Pad: 1525‘N, 25‘W(1) 7.5 94.5 23.2 1 93.6 5060 Building Pad: 1520‘N, 30‘W(1) 7.0 95.6 22.9 1 94.7 5061 Building Pad: 1530‘N, 40‘W(1) 6.5 95.2 22.4 1 94.3 5062 Building Pad: 1525‘N, 30‘W(1) 6.0 96.1 21.9 1 95.1 5063 Building Pad: 1530‘N, 25‘W(1) 5.5 95.0 22.2 1 94.1 5064 Building Pad: 1535‘N, 30‘W(1) 5.0 95.9 22.0 1 95.0 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 201 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5065 03-01-13 Building Pad: 1540‘N, 25‘W(1) 4.5 94.5 23.1 1 93.6 5066 Building Pad: 1525‘N, 100‘W(1) 7.5 94.8 22.7 1 93.9 5067 Building Pad: 1530‘N, 105‘W(1) 7.0 95.3 22.1 1 94.4 5068 Building Pad: 1520‘N, 90‘W(1) 6.5 96.0 21.8 1 95.0 5069 Building Pad: 1535‘N, 110‘W(1) 6.0 94.1 23.4 1 93.2 5070 Building Pad: 1525‘N, 100‘W(1) 5.5 93.6 24.2 1 92.7 5071 Building Pad: 1520‘N, 105‘W(1) 5.0 95.3 23.0 1 94.4 5072 Building Pad: 1530‘N, 110‘W(1) 4.5 96.5 22.0 1 95.5 5073 Building Pad: 1525‘N, 200‘W(1) 7.5 96.3 21.8 1 95.3 5074 Building Pad: 1535‘N, 210‘W(1) 7.0 95.1 22.3 1 94.2 5075 Building Pad: 1540‘N, 200‘W(1) 6.5 94.4 23.4 1 93.5 5076 Building Pad: 1520‘N, 210‘W(1) 6.0 93.5 24.5 1 92.6 5077 Building Pad: 1525‘N, 215‘W(1) 5.5 93.7 24.0 1 92.8 5078 Building Pad: 1520‘N, 195‘W(1) 5.0 93.4 24.6 1 92.5 5079 Building Pad: 1525‘N, 205‘W(1) 4.5 94.9 23.2 1 94.0 5080 Building Pad: 1525‘N, 300‘W(1) 7.5 95.7 22.2 1 94.8 5081 Building Pad: 1530‘N, 295‘W(1) 7.0 93.5 24.2 1 92.6 5082 Building Pad: 1520‘N, 300‘W(1) 6.5 94.6 23.8 1 93.7 5083 Building Pad: 1535‘N, 305‘W(1) 6.0 95.1 23.0 1 94.2 5084 Building Pad: 1525‘N, 310‘W(1) 5.5 95.5 22.1 1 94.6 5085 Building Pad: 1520‘N, 290‘W(1) 5.0 94.3 23.4 1 93.4 5086 Building Pad: 1535‘N, 310‘W(1) 4.5 96.2 21.8 1 95.2 5087 Building Pad: 1525‘N, 400‘W(1) 7.5 95.8 22.0 1 94.9 5088 Building Pad: 1530‘N, 410‘W(1) 7.0 95.2 22.6 1 94.3 5089 Building Pad: 1540‘N, 405‘W(1) 6.5 94.3 23.1 1 93.4 5090 Building Pad: 1520‘N, 415‘W(1) 6.0 93.9 23.8 1 93.0 5091 Building Pad: 1525‘N, 400‘W(1) 5.5 94.0 23.0 1 93.1 5092 Building Pad: 1520‘N, 410‘W(1) 5.0 95.5 22.4 1 94.6 5093 Building Pad: 1525‘N, 415‘W(1) 4.5 93.3 24.3 1 92.4 5094 Building Pad: 1525‘N, 510‘W(1) 7.5 94.7 23.0 1 93.8 5095 Building Pad: 1530‘N, 515‘W(1) 7.0 95.6 22.3 1 94.7 5096 Building Pad: 1535‘N, 520‘W(1) 6.5 95.9 22.1 1 95.0 5097 Building Pad: 1540‘N, 535‘W(1) 6.0 95.1 22.5 1 94.2 5098 Building Pad: 1540‘N, 525‘W(1) 5.5 95.6 22.4 1 94.7 5099 Building Pad: 1540‘N, 520‘W(1) 5.0 94.9 22.8 1 94.0 5100 Building Pad: 1525‘N, 530‘W(1) 4.5 95.3 22.5 1 94.4 5101 Building Pad: 1575‘N, 50‘W(1) 7.5 96.0 21.9 1 95.0 5102 Building Pad: 1580‘N, 45‘W(1) 7.0 93.8 24.1 1 92.9 5103 Building Pad: 1570‘N, 40‘W(1) 6.5 93.5 24.5 1 92.6 5104 Building Pad: 1580‘N, 45‘W(1) 6.0 94.2 23.9 1 93.3 5105 Building Pad: 1570‘N, 55‘W(1) 5.5 94.7 23.1 1 93.8 5106 Building Pad: 1585‘N, 60‘W(1) 5.0 95.5 22.3 1 94.6 5107 Building Pad: 1570‘N, 50‘W(1) 4.5 95.9 22.0 1 95.0 5108 Building Pad: 1575‘N, 150‘W(1) 7.5 95.2 22.4 1 94.3 5109 Building Pad: 1580‘N, 155‘W(1) 7.0 96.1 21.8 1 95.1 REPORT NO. 201 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5110 03-01-13 Building Pad: 1570‘N, 140‘W(1) 6.5 95.4 22.3 1 94.5 5111 Building Pad: 1585‘N, 160‘W(1) 6.0 96.0 21.9 1 95.0 5112 Building Pad: 1565‘N, 140‘W(1) 5.5 93.8 23.9 1 92.9 5113 Building Pad: 1570‘N, 150‘W(1) 5.0 93.4 24.2 1 92.5 5114 Building Pad: 1580‘N, 155‘W(1) 4.5 94.6 23.3 1 93.7 5115 Building Pad: 1575‘N, 250‘W(1) 7.5 94.3 23.1 1 93.4 5116 Building Pad: 1585‘N, 260‘W(1) 7.0 95.6 22.3 1 94.7 5117 Building Pad: 1570‘N, 245‘W(1) 6.5 96.0 21.8 1 95.0 5118 Building Pad: 1580‘N, 255‘W(1) 6.0 95.1 22.0 1 94.2 5119 Building Pad: 1575‘N, 245‘W(1) 5.5 95.4 22.5 1 94.5 5120 Building Pad: 1585‘N, 265‘W(1) 5.0 94.3 23.6 1 93.4 5121 Building Pad: 1570‘N, 250‘W(1) 4.5 94.0 23.8 1 93.1 5122 Building Pad: 1575‘N, 350‘W(1) 7.5 94.2 24.0 1 93.3 5123 Building Pad: 1570‘N, 345‘W(1) 7.0 93.9 24.5 1 93.0 5124 Building Pad: 1575‘N, 360‘W(1) 6.5 94.8 23.7 1 93.9 5125 Building Pad: 1585‘N, 365‘W(1) 6.0 95.7 22.2 1 94.8 5126 Building Pad: 1570‘N, 340‘W(1) 5.5 96.2 21.8 1 95.2 5127 Building Pad: 1575‘N, 360‘W(1) 5.0 96.4 21.9 1 95.4 5128 Building Pad: 1570‘N, 350‘W(1) 4.5 94.2 23.1 1 93.3 5129 Building Pad: 1575‘N, 450‘W(1) 7.5 94.9 22.4 1 94.0 5130 Building Pad: 1585‘N, 460‘W(1) 7.0 95.5 22.0 1 94.6 5131 Building Pad: 1570‘N, 440‘W(1) 6.5 95.0 21.8 1 94.1 5132 Building Pad: 1585‘N, 445‘W(1) 6.0 93.8 24.5 1 92.9 5133 Building Pad: 1570‘N, 455‘W(1) 5.5 95.1 23.0 1 94.2 5134 Building Pad: 1580‘N, 460‘W(1) 5.0 94.5 23.8 1 93.6 5135 Building Pad: 1585‘N, 465‘W(1) 4.5 94.1 23.2 1 93.2 5136 Building Pad: 1575‘N, 550‘W(1) 7.5 95.6 22.5 1 94.7 5137 Building Pad: 1580‘N, 560‘W(1) 7.0 96.2 21.8 1 95.2 5138 Building Pad: 1590‘N, 540‘W(1) 6.5 94.7 23.3 1 93.8 5139 Building Pad: 1570‘N, 535‘W(1) 6.0 94.3 23.7 1 93.4 5140 Building Pad: 1575‘N, 545‘W(1) 5.5 95.2 22.8 1 94.3 5141 Building Pad: 1570‘N, 550‘W(1) 5.0 93.5 24.3 1 92.6 5142 Building Pad: 1575‘N, 560‘W(1) 4.5 95.6 22.4 1 94.7 5143 Electric Trench: CC.9/3 1.0 96.2 21.8 1 95.2 5144 Electric Trench: CC.9/3 0.0 95.4 21.3 6 95.9 5145 Electric Trench: CC.9/6 1.0 96.8 21.7 1 95.8 5146 Electric Trench: CC.9/6 0.0 96.0 21.4 6 96.5 5147 Plumbing Trench: CC.5/1.8 1.0 97.0 21.7 1 96.0 5148 Plumbing Trench: CC.5/1.8 0.0 94.9 21.3 6 95.4 5149 Plumbing Trench: A/1.8 2.0 96.4 22.3 1 95.4 5150 Plumbing Trench: A/1.8 1.0 97.3 21.9 1 96.3 5151 Plumbing Trench: A/1.8 0.0 95.8 22.3 6 96.3 5152 Storm Line B: STA 11+75 2.0 97.5 22.1 3 95.1 5153 Storm Line B: STA 11+76 1.0 98.0 21.9 3 95.6 5154 Storm Line B: STA 11+77 0.0 98.7 21.3 3 96.3 REPORT NO. 201 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 4 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5155 03-01-13 Storm Line B: STA 13+25 1.0 97.5 21.8 3 95.1 5156 Storm Line B: STA 13+26 0.0 98.3 21.2 3 95.9 5157 Storm Line B: STA 14+25 1.0 97.9 21.5 3 95.5 5158 Storm Line B: STA 14+26 0.0 98.7 20.9 3 96.3 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. E-MailSubmitted by: Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader CT/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 206 3090 Olive Street, Suite 300 REPORT DATE: 03-11-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 4 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5159 03-04-13 Building Pad: 1525‘N, 25‘W(1) 4.0 94.5 23.2 1 93.6 5160 Building Pad: 1535‘N, 35‘W(1) 3.5 95.1 22.7 1 94.2 5161 Building Pad: 1540‘N, 40‘W(1) 3.0 96.0 21.9 1 95.0 5162 Building Pad: 1520‘N, 20‘W(1) 2.5 95.4 22.3 1 94.5 5163 Building Pad: 1525‘N, 30‘W(1) 2.0 94.3 23.7 1 93.4 5164 Building Pad: 1520‘N, 40‘W(1) 1.5 93.9 24.1 1 93.0 5165 Building Pad: 1530‘N, 20‘W(1) 1.0 93.5 24.2 1 92.6 5166 Building Pad: 1525‘N, 100‘W(1) 4.0 94.0 23.2 1 93.1 5167 Building Pad: 1520‘N, 110‘W(1) 3.5 94.8 22.7 1 93.9 5168 Building Pad: 1530‘N, 100‘W(1) 3.0 95.4 22.4 1 94.5 5169 Building Pad: 1545‘N, 90‘W(1) 2.5 96.3 21.8 1 95.3 5170 Building Pad: 1540‘N, 105‘W(1) 2.0 95.1 22.3 1 94.2 5171 Building Pad: 1545‘N, 110‘W(1) 1.5 95.7 22.0 1 94.8 5172 Building Pad: 1520‘N, 100‘W(1) 1.0 94.6 22.7 1 93.7 5173 Building Pad: 1525‘N, 200‘W(1) 4.0 95.5 22.1 1 94.6 5174 Building Pad: 1530‘N, 210‘W(1) 3.5 96.2 21.7 1 95.2 5175 Building Pad: 1540‘N, 200‘W(1) 3.0 95.4 22.4 1 94.5 5176 Building Pad: 1525‘N, 210‘W(1) 2.5 93.7 23.6 1 92.8 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 206 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5177 03-04-13 Building Pad: 1530‘N, 200‘W(1) 2.0 95.0 22.5 1 94.1 5178 Building Pad: 1520‘N, 205‘W(1) 1.5 94.5 22.9 1 93.6 5179 Building Pad: 1535‘N, 215‘W(1) 1.0 94.1 23.1 1 93.2 5180 Building Pad: 1525‘N, 300‘W(1) 4.0 95.6 22.3 1 94.7 5181 Building Pad: 1535‘N, 305‘W(1) 3.5 96.0 21.8 1 95.0 5182 Building Pad: 1540‘N, 300‘W(1) 3.0 95.3 22.1 1 94.4 5183 Building Pad: 1520‘N, 290‘W(1) 2.5 94.4 23.7 1 93.5 5184 Building Pad: 1525‘N, 295‘W(1) 2.0 93.9 24.2 1 93.0 5185 Building Pad: 1530‘N, 305‘W(1) 1.5 93.4 24.5 1 92.5 5186 Building Pad: 1540‘N, 310‘W(1) 1.0 95.5 22.4 1 94.6 5187 Building Pad: 1525‘N, 400‘W(1) 4.0 96.2 21.8 1 95.2 5188 Building Pad: 1535‘N, 410‘W(1) 3.5 94.8 22.7 1 93.9 5189 Building Pad: 1540‘N, 415‘W(1) 3.0 94.2 23.6 1 93.3 5190 Building Pad: 1525‘N, 390‘W(1) 2.5 94.0 24.1 1 93.1 5191 Building Pad: 1520‘N, 395‘W(1) 2.0 94.7 23.6 1 93.8 5192 Building Pad: 1530‘N, 390‘W(1) 1.5 95.4 23.0 1 94.5 5193 Building Pad: 1530‘N, 415‘W(1) 1.0 96.1 21.9 1 95.1 5194 Building Pad: 1525‘N, 510‘W(1) 4.0 95.3 22.4 1 94.4 5195 Building Pad: 1540‘N, 515‘W(1) 3.5 95.0 22.8 1 94.1 5196 Building Pad: 1520‘N, 535‘W(1) 3.0 94.8 23.1 1 93.9 5197 Building Pad: 1525‘N, 545‘W(1) 2.5 94.2 23.0 1 93.3 5198 Building Pad: 1520‘N, 560‘W(1) 2.0 93.9 24.0 1 93.0 5199 Building Pad: 1525‘N, 540‘W(1) 1.5 94.5 23.3 1 93.6 5200 Building Pad: 1520‘N, 530‘W(1) 1.0 95.1 22.4 1 94.2 5201 Building Pad: 1575‘N, 50‘W(1) 4.0 95.7 21.9 1 94.8 5202 Building Pad: 1565‘N, 60‘W(1) 3.5 95.5 22.2 1 94.6 5203 Building Pad: 1580‘N, 45‘W(1) 3.0 96.3 21.8 1 95.3 5204 Building Pad: 1570‘N, 55‘W(1) 2.5 94.2 22.9 1 93.3 5205 Building Pad: 1585‘N, 65‘W(1) 2.0 94.6 22.3 1 93.7 5206 Building Pad: 1575‘N, 50‘W(1) 1.5 93.6 23.4 1 92.7 5207 Building Pad: 1570‘N, 40‘W(1) 1.0 94.9 22.6 1 94.0 5208 Building Pad: 1575‘N, 150‘W(1) 4.0 95.6 22.0 1 94.7 5209 Building Pad: 1570‘N, 155‘W(1) 3.5 96.4 21.7 1 95.4 5210 Building Pad: 1580‘N, 140‘W(1) 3.0 95.3 22.6 1 94.4 5211 Building Pad: 1570‘N, 150‘W(1) 2.5 96.0 22.0 1 95.0 5212 Building Pad: 1585‘N, 145‘W(1) 2.0 95.1 23.1 1 94.2 5213 Building Pad: 1565‘N, 160‘W(1) 1.5 94.7 23.5 1 93.8 5214 Building Pad: 1575‘N, 150‘W(1) 1.0 93.8 24.2 1 92.9 5215 Building Pad: 1575‘N, 250‘W(1) 4.0 93.5 24.4 1 92.6 5216 Building Pad: 1585‘N, 260‘W(1) 3.5 94.9 23.5 1 94.0 5217 Building Pad: 1570‘N, 250‘W(1) 3.0 95.8 22.1 1 94.9 5218 Building Pad: 1565‘N, 265‘W(1) 2.5 95.0 21.8 1 94.1 5219 Building Pad: 1570‘N, 270‘W(1) 2.0 95.4 21.7 1 94.5 5220 Building Pad: 1580‘N, 245‘W(1) 1.5 94.4 22.6 1 93.5 5221 Building Pad: 1570‘N, 255‘W(1) 1.0 93.3 23.9 1 92.4 REPORT NO. 206 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5222 03-04-13 Building Pad: 1575‘N, 350‘W(1) 4.0 93.7 23.3 1 92.8 5223 Building Pad: 1580‘N, 345‘W(1) 3.5 94.5 22.4 1 93.6 5224 Building Pad: 1585‘N, 355‘W(1) 3.0 94.8 22.1 1 93.9 5225 Building Pad: 1580‘N, 360‘W(1) 2.5 95.5 21.9 1 94.6 5226 Building Pad: 1570‘N, 345‘W(1) 2.0 96.2 21.7 1 95.2 5227 Building Pad: 1570‘N, 350‘W(1) 1.5 94.7 23.0 1 93.8 5228 Building Pad: 1585‘N, 360‘W(1) 1.0 95.1 22.5 1 94.2 5229 Building Pad: 1575‘N, 450‘W(1) 4.0 93.8 24.2 1 92.9 5230 Building Pad: 1570‘N, 440‘W(1) 3.5 95.0 22.6 1 94.1 5231 Building Pad: 1575‘N, 455‘W(1) 3.0 94.3 23.5 1 93.4 5232 Building Pad: 1585‘N, 465‘W(1) 2.5 94.8 23.1 1 93.9 5233 Building Pad: 1565‘N, 445‘W(1) 2.0 95.7 22.4 1 94.8 5234 Building Pad: 1570‘N, 455‘W(1) 1.5 96.1 21.9 1 95.1 5235 Building Pad: 1580‘N, 465‘W(1) 1.0 95.4 22.1 1 94.5 5236 Building Pad: 1575‘N, 440‘W(1) 4.0 94.6 23.2 1 93.7 5237 Building Pad: 1580‘N, 540‘W(1) 3.5 95.4 22.5 1 94.5 5238 Building Pad: 1585‘N, 555‘W(1) 3.0 95.0 22.0 1 94.1 5239 Building Pad: 1580‘N, 560‘W(1) 2.5 94.3 23.1 1 93.4 5240 Building Pad: 1570‘N, 540‘W(1) 2.0 94.0 23.8 1 93.1 5241 Building Pad: 1565’N, 550’W(1) 1.5 95.1 23.0 1 94.2 5242 Building Pad: 1570’N, 560’W(1) 1.0 95.9 22.4 1 95.0 5243 Sanitary Line C: STA 16+50 2.0 97.7 21.3 3 95.3 5244 Sanitary Line C: STA 16+51 1.0 97.5 21.0 3 95.1 5245 Sanitary Line C: STA 16+52 0.0 98.4 20.9 3 96.0 5246 Sanitary Line D: STA 1+25 2.0 97.5 21.8 3 95.1 5247 Sanitary Line D: STA 1+26 1.0 97.9 22.0 3 95.5 5248 Sanitary Line D: STA 1+27 0.0 98.6 21.3 3 96.2 5249 Sanitary Line D: STA 2+75 2.0 97.6 22.1 3 95.2 5250 Sanitary Line D: STA 2+76 1.0 98.1 21.8 3 95.7 5251 Sanitary Line D: STA 2+77 0.0 98.8 20.9 3 96.4 5252 Sanitary Line D: STA 4+25 1.5 97.6 21.8 3 95.2 5253 Sanitary Line D: STA 4+26 0.5 97.8 21.4 3 95.4 5254 Sanitary Line D: STA 4+27 0.0 98.3 21.0 3 95.9 5255 Plumbing Trench: BB/11.5 0.5 96.5 21.9 1 95.5 5256 Plumbing Trench: BB/11.5 0.0 94.8 21.6 6 95.3 5257 Plumbing Trench: AA.25/11.75 0.5 97.0 21.6 1 96.0 5258 Plumbing Trench: AA.25/11.75 0.0 95.1 21.4 6 95.6 5259 Electric Trench: CC/11.2 1.0 96.8 22.1 1 95.8 5260 Electric Trench: CC/11.2 0.0 94.6 22.0 6 95.1 REPORT NO. 206 REPORT DATE: 03-11-13 REG PROJECT NO. 18520 PAGE: 4 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5261 03-04-13 Electric Trench: HH/11.2 1.0 96.8 21.9 1 95.8 5262 Electric Trench: HH/11.2 0.0 95.3 21.3 6 95.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell