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Coppell Ind 2-LR130226 REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 166 3090 Olive Street, Suite 300 REPORT DATE: 02-26-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 3 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 (%) 3961 02-18-13 Building Pad: 1075‘N, 50‘W(1) 0.0 90.8 24.8 7 95.9 3962 Building Pad: 1075‘N, 150‘W(1) 0.0 91.3 24.3 7 96.4 3963 Building Pad: 1075‘N, 250‘W(1) 0.0 92.0 24.0 7 97.1 3964 Building Pad: 1075‘N, 350‘W(1) 0.0 90.4 25.3 7 95.5 3965 Building Pad: 1075‘N, 450‘W(1) 0.0 90.7 24.5 7 95.8 3966 Building Pad: 1075‘N, 550‘W(1) 0.0 91.4 24.1 7 96.5 3967 Building Pad: 1125‘N, 25‘W(1) 0.0 92.3 23.9 7 97.5 3968 Building Pad: 1125‘N, 100‘W(1) 0.0 91.8 24.2 7 96.9 3969 Building Pad: 1125‘N, 200‘W(1) 0.0 92.5 23.6 7 97.7 3970 Building Pad: 1125‘N, 300‘W(1) 0.0 91.2 24.4 7 96.4 3971 Building Pad: 1125‘N, 400‘W(1) 0.0 90.2 25.6 7 95.2 3972 Building Pad: 1125‘N, 510‘W(1) 0.0 90.9 24.6 7 96.0 3973 Building Pad: 1325‘N, 25‘W(1) 10.5 94.8 23.1 1 93.9 3974 Building Pad: 1330‘N, 30‘W(1) 10.0 95.3 22.6 1 94.4 3975 Building Pad: 1320‘N, 20‘W(1) 9.5 95.0 22.4 1 94.1 3976 Building Pad: 1335‘N, 35‘W(1) 9.0 96.1 21.9 1 95.1 3977 Building Pad: 1325‘N, 100‘W(1) 10.5 95.5 22.0 1 94.6 3978 Building Pad: 1325‘N, 110‘W(1) 10.0 94.5 23.5 1 93.6 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 166 REPORT DATE: 02-26-13 REG PROJECT NO. 18520 PAGE: 2 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3979 02-18-13 Building Pad: 1330‘N, 115‘W(1) 9.5 95.5 22.4 1 94.6 3980 Building Pad: 1335‘N, 120‘W(1) 9.0 93.8 24.1 1 92.9 3981 Building Pad: 1325‘N, 200‘W(1) 10.5 94.2 23.8 1 93.3 3982 Building Pad: 1330‘N, 205‘W(1) 10.0 95.9 22.1 1 95.0 3983 Building Pad: 1320‘N, 210‘W(1) 9.5 96.4 21.8 1 95.4 3984 Building Pad: 1335‘N, 215‘W(1) 9.0 96.0 21.9 1 95.0 3985 Building Pad: 1325‘N, 300‘W(1) 10.5 95.1 22.8 1 94.2 3986 Building Pad: 1330‘N, 305‘W(1) 10.0 94.7 23.4 1 93.8 3987 Building Pad: 1320‘N, 310‘W(1) 9.5 93.8 24.2 1 92.9 3988 Building Pad: 1335‘N, 315‘W(1) 9.0 93.2 24.6 1 92.3 3989 Building Pad: 1325‘N, 400‘W(1) 10.5 94.5 23.1 1 93.6 3990 Building Pad: 1320‘N, 405‘W(1) 10.0 95.4 22.6 1 94.5 3991 Building Pad: 1325‘N, 410‘W(1) 9.5 95.7 22.1 1 94.8 3992 Building Pad: 1330‘N, 395‘W(1) 9.0 95.0 22.3 1 94.1 3993 Building Pad: 1325‘N, 515‘W(1) 10.5 96.4 21.8 1 95.4 3994 Building Pad: 1330‘N, 520‘W(1) 10.0 95.8 22.1 1 94.9 3995 Building Pad: 1320‘N, 525‘W(1) 9.5 96.1 21.9 1 95.1 3996 Building Pad: 1325‘N, 530‘W(1) 9.0 95.3 22.5 1 94.4 3997 Building Pad: 1375‘N, 50‘W(1) 10.5 95.6 22.4 1 94.7 3998 Building Pad: 1380‘N, 55‘W(1) 10.0 94.8 23.2 1 93.9 3999 Building Pad: 1390‘N, 60‘W(1) 9.5 94.4 23.7 1 93.5 4000 Building Pad: 1370‘N, 50‘W(1) 9.0 94.1 24.0 1 93.2 4001 Building Pad: 1375‘N, 150‘W(1) 10.5 94.6 23.8 1 93.7 4002 Building Pad: 1380‘N, 145‘W(1) 10.0 93.9 24.2 1 93.0 4003 Building Pad: 1385‘N, 155‘W(1) 9.5 95.4 22.5 1 94.5 4004 Building Pad: 1390‘N, 160‘W(1) 9.0 94.7 23.1 1 93.8 4005 Building Pad: 1375‘N, 250‘W(1) 10.5 95.6 22.3 1 94.7 4006 Building Pad: 1370‘N, 245‘W(1) 10.0 96.4 21.8 1 95.4 4007 Building Pad: 1375‘N, 255‘W(1) 9.5 95.2 22.2 1 94.3 4008 Building Pad: 1380‘N, 260‘W(1) 9.0 94.3 23.7 1 93.4 4009 Building Pad: 1375‘N, 350‘W(1) 10.5 94.0 24.1 1 93.1 4010 Building Pad: 1380‘N, 345‘W(1) 10.0 95.0 22.9 1 94.1 4011 Building Pad: 1370‘N, 355‘W(1) 9.5 95.3 22.1 1 94.4 4012 Building Pad: 1375‘N, 355‘W(1) 9.0 94.3 23.8 1 93.4 4013 Building Pad: 1375‘N, 450‘W(1) 10.5 95.1 22.5 1 94.2 4014 Building Pad: 1380‘N, 445‘W(1) 10.0 93.9 24.2 1 93.0 4015 Building Pad: 1385‘N, 455‘W(1) 9.5 94.7 23.4 1 93.8 4016 Building Pad: 1375‘N, 445‘W(1) 9.0 95.0 22.2 1 94.1 4017 Building Pad: 1375‘N, 550‘W(1) 10.5 96.1 21.8 1 95.1 4018 Building Pad: 1380‘N, 555‘W(1) 10.0 95.4 22.4 1 94.5 4019 Building Pad: 1370‘N, 545‘W(1) 9.5 94.4 23.7 1 93.5 4020 Building Pad: 1375‘N, 550‘W(1) 9.0 94.8 24.0 1 93.9 4021 Sanitary Line C: STA 2+00 11.0 97.5 22.1 3 95.1 4022 Sanitary Line C: STA 2+01 10.0 98.3 21.3 3 95.9 4023 Sanitary Line C: STA 2+02 9.0 99.0 20.9 3 96.6 REPORT NO. 166 REPORT DATE: 02-26-13 REG PROJECT NO. 18520 PAGE: 3 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 4024 02-18-13 Sanitary Line C: STA 2+03 8.0 97.8 21.6 3 95.4 4025 Sanitary Line C: STA 2+04 7.0 97.6 21.3 3 95.2 4026 Sanitary Line C: STA 2+05 6.0 98.5 21.0 3 96.1 4027 Sanitary Line C: STA 3+50 9.0 96.4 22.1 1 95.4 4028 Sanitary Line C: STA 3+51 8.0 97.4 21.8 1 96.4 4029 Sanitary Line C: STA 3+52 7.0 96.4 22.1 1 95.4 4030 Sanitary Line C: STA 3+53 6.0 97.0 21.7 1 96.0 4031 Sanitary Line C MH: STA 1+67 N 11.0 97.5 21.8 3 95.1 4032 Sanitary Line C MH: STA 1+67 E 10.0 98.1 21.3 3 95.7 4033 Sanitary Line C MH: STA 1+67 S 9.0 97.9 20.9 3 95.5 4034 Sanitary Line C MH: STA 1+67 W 8.0 97.4 22.3 3 95.0 4035 Sanitary Line C MH: STA 1+67 N 7.0 98.4 22.0 3 96.0 4036 Sanitary Line C MH: STA 1+67 E 6.0 97.7 21.5 3 95.3 4037 Sanitary Line C MH: STA 2+74 S 10.0 98.1 22.1 3 95.7 4038 Sanitary Line C MH: STA 2+74 E 9.0 97.6 21.8 3 95.2 4039 Sanitary Line C MH: STA 2+74 N 8.0 98.6 21.0 3 96.2 4040 Sanitary Line C MH: STA 2+74 W 7.0 98.2 21.3 3 95.8 4041 Sanitary Line C MH: STA 2+74 S 6.0 97.7 21.5 3 95.3 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 REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 169 3090 Olive Street, Suite 300 REPORT DATE: 02-26-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 3 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 (%) 4042 02-19-13 Building Pad: 1325‘N, 25‘W(1) 8.5 94.3 23.6 1 93.4 4043 Building Pad: 1330‘N, 30‘W(1) 8.0 95.1 23.0 1 94.2 4044 Building Pad: 1320‘N, 20‘W(1) 7.5 95.7 22.3 1 94.8 4045 Building Pad: 1335‘N, 35‘W(1) 7.0 95.0 22.6 1 94.1 4046 Building Pad: 1325‘N, 20‘W(1) 6.5 93.9 24.2 1 93.0 4047 Building Pad: 1325‘N, 100‘W(1) 8.5 94.5 23.4 1 93.6 4048 Building Pad: 1320‘N, 105‘W(1) 8.0 95.5 22.3 1 94.6 4049 Building Pad: 1335‘N, 110‘W(1) 7.5 96.1 21.9 1 95.1 4050 Building Pad: 1340‘N, 100‘W(1) 7.0 95.2 22.4 1 94.3 4051 Building Pad: 1320‘N, 95‘W(1) 6.5 94.4 23.1 1 93.5 4052 Building Pad: 1325‘N, 200‘W(1) 8.5 93.5 24.6 1 92.6 4053 Building Pad: 1330‘N, 205‘W(1) 8.0 94.9 23.0 1 94.0 4054 Building Pad: 1320‘N, 200‘W(1) 7.5 95.7 22.2 1 94.8 4055 Building Pad: 1335‘N, 210‘W(1) 7.0 96.6 21.7 1 95.6 4056 Building Pad: 1330‘N, 205‘W(1) 6.5 95.5 22.3 1 94.6 4057 Building Pad: 1325‘N, 300‘W(1) 8.5 96.0 21.8 1 95.0 4058 Building Pad: 1330‘N, 305‘W(1) 8.0 94.7 23.4 1 93.8 4059 Building Pad: 1320‘N, 310‘W(1) 7.5 93.7 24.0 1 92.8 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 169 REPORT DATE: 02-26-13 REG PROJECT NO. 18520 PAGE: 2 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 4060 02-19-13 Building Pad: 1325‘N, 305‘W(1) 7.0 94.4 23.5 1 93.5 4061 Building Pad: 1335‘N, 315‘W(1) 6.5 95.8 22.2 1 94.9 4062 Building Pad: 1325‘N, 400‘W(1) 8.5 95.1 22.8 1 94.2 4063 Building Pad: 1330‘N, 405‘W(1) 8.0 96.0 21.7 1 95.0 4064 Building Pad: 1320‘N, 400‘W(1) 7.5 95.3 22.4 1 94.4 4065 Building Pad: 1335‘N, 395‘W(1) 7.0 94.7 23.5 1 93.8 4066 Building Pad: 1320‘N, 405‘W(1) 6.5 94.9 23.2 1 94.0 4067 Building Pad: 1325‘N, 515‘W(1) 8.5 94.0 24.0 1 93.1 4068 Building Pad: 1330‘N, 520‘W(1) 8.0 93.3 24.3 1 92.4 4069 Building Pad: 1320‘N, 530‘W(1) 7.5 94.5 23.5 1 93.6 4070 Building Pad: 1335‘N, 535‘W(1) 7.0 95.6 22.4 1 94.7 4071 Building Pad: 1340‘N, 540‘W(1) 6.5 96.2 21.8 1 95.2 4072 Building Pad: 1375‘N, 50‘W(1) 8.5 95.7 22.0 1 94.8 4073 Building Pad: 1365‘N, 45‘W(1) 8.0 94.4 23.4 1 93.5 4074 Building Pad: 1370‘N, 40‘W(1) 7.5 93.3 24.2 1 92.4 4075 Building Pad: 1375‘N, 45‘W(1) 7.0 94.5 23.7 1 93.6 4076 Building Pad: 1360‘N, 50‘W(1) 6.5 95.9 22.1 1 95.0 4077 Building Pad: 1375‘N, 150‘W(1) 8.5 95.5 22.6 1 94.6 4078 Building Pad: 1370‘N, 155‘W(1) 8.0 96.1 21.9 1 95.1 4079 Building Pad: 1380‘N, 140‘W(1) 7.5 96.5 21.7 1 95.5 4080 Building Pad: 1385‘N, 155‘W(1) 7.0 94.7 22.9 1 93.8 4081 Building Pad: 1380‘N, 140‘W(1) 6.5 94.3 23.5 1 93.4 4082 Building Pad: 1375‘N, 250‘W(1) 8.5 94.5 23.1 1 93.6 4083 Building Pad: 1380‘N, 245‘W(1) 8.0 94.0 24.2 1 93.1 4084 Building Pad: 1375‘N, 255‘W(1) 7.5 93.8 24.5 1 92.9 4085 Building Pad: 1370‘N, 240‘W(1) 7.0 93.4 24.0 1 92.5 4086 Building Pad: 1370‘N, 250‘W(1) 6.5 94.6 23.4 1 93.7 4087 Building Pad: 1375‘N, 350‘W(1) 8.5 95.6 23.0 1 94.7 4088 Building Pad: 1380‘N, 355‘W(1) 8.0 95.2 22.4 1 94.3 4089 Building Pad: 1385‘N, 360‘W(1) 7.5 94.7 23.1 1 93.8 4090 Building Pad: 1370‘N, 350‘W(1) 7.0 95.3 22.8 1 94.4 4091 Building Pad: 1375‘N, 345‘W(1) 6.5 94.2 23.2 1 93.3 4092 Building Pad: 1375‘N, 450‘W(1) 8.5 94.7 22.9 1 93.8 4093 Building Pad: 1380‘N, 455‘W(1) 8.0 95.2 22.5 1 94.3 4094 Building Pad: 1370‘N, 440‘W(1) 7.5 94.8 23.0 1 93.9 4095 Building Pad: 1375‘N, 450‘W(1) 7.0 95.6 22.2 1 94.7 4096 Building Pad: 1380‘N, 445‘W(1) 6.5 96.0 21.8 1 95.0 4097 Building Pad: 1375‘N, 550‘W(1) 8.5 94.4 23.2 1 93.5 4098 Building Pad: 1380‘N, 545‘W(1) 8.0 94.2 23.7 1 93.3 4099 Building Pad: 1370‘N, 540‘W(1) 7.5 95.7 22.3 1 94.8 4100 Building Pad: 1380‘N, 555‘W(1) 7.0 96.5 21.9 1 95.5 4101 Building Pad: 1385‘N, 560‘W(1) 6.5 95.5 22.1 1 94.6 4102 Sanitary Line C MH: STA 1+67 N 5.0 97.5 21.8 3 95.1 4103 Sanitary Line C MH: STA 1+67 E 4.0 98.1 21.4 3 95.7 4104 Sanitary Line C MH: STA 1+67 S 3.0 97.9 21.0 3 95.5 REPORT NO. 169 REPORT DATE: 02-26-13 REG PROJECT NO. 18520 PAGE: 3 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 4105 02-19-13 Sanitary Line C MH: STA 1+67 W 2.0 98.5 20.9 3 96.1 4106 Sanitary Line C MH: STA 1+67 N 1.0 97.6 21.3 3 95.2 4107 Sanitary Line C MH: STA 1+67 E 0.0 97.8 21.1 3 95.4 4108 Sanitary Line C MH: STA 2+74 S 5.0 97.9 21.2 3 95.5 4109 Sanitary Line C MH: STA 2+74 E 4.0 98.3 20.9 3 95.9 4110 Sanitary Line C MH: STA 2+74 N 3.0 97.5 21.3 3 95.1 4111 Sanitary Line C MH: STA 2+74 W 2.0 98.0 21.0 3 95.6 4112 Sanitary Line C MH: STA 2+74 S 1.0 97.9 21.5 3 95.5 4113 Sanitary Line C MH: STA 2+74 E 0.0 98.5 20.9 3 96.1 4114 Sanitary Line C: STA 2+00 5.0 97.4 22.1 3 95.0 4115 Sanitary Line C: STA 2+01 4.0 98.0 21.8 3 95.6 4116 Sanitary Line C: STA 2+02 3.0 97.5 22.0 3 95.1 4117 Sanitary Line C: STA 2+03 2.0 98.4 21.6 3 96.0 4118 Sanitary Line C: STA 2+04 1.0 97.9 21.8 3 95.5 4119 Sanitary Line C: STA 2+05 0.0 98.5 21.2 3 96.1 4120 Sanitary Line C: STA 3+50 5.0 96.3 22.7 1 95.3 4121 Sanitary Line C: STA 3+51 4.0 96.1 22.3 1 95.1 4122 Sanitary Line C: STA 3+52 3.0 97.0 21.9 1 96.0 4123 Sanitary Line C: STA 3+53 2.0 96.5 22.5 1 95.5 4124 Sanitary Line C: STA 3+54 1.0 96.9 22.1 1 95.9 4125 Sanitary Line C: STA 3+55 0.0 97.5 21.8 1 96.5 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 REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 163 3090 Olive Street, Suite 300 REPORT DATE: 02-26-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 3 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 (%) 3825 02-16-13 Building Pad: 1225‘N, 25‘W(1) 5.5 96.0 21.9 1 95.0 3826 Building Pad: 1230‘N, 30‘W(1) 5.0 95.5 22.3 1 94.6 3827 Building Pad: 1220‘N, 35‘W(1) 4.5 95.7 22.2 1 94.8 3828 Building Pad: 1230‘N, 40‘W(1) 4.0 94.8 23.0 1 93.9 3829 Building Pad: 1225‘N, 30‘W(1) 3.5 95.6 22.9 1 94.7 3830 Building Pad: 1225‘N, 100‘W(1) 5.5 95.0 22.6 1 94.1 3831 Building Pad: 1230‘N, 105‘W(1) 5.0 94.5 23.2 1 93.6 3832 Building Pad: 1235‘N, 110‘W(1) 4.5 93.8 24.0 1 92.9 3833 Building Pad: 1220‘N, 100‘W(1) 4.0 93.2 24.5 1 92.3 3834 Building Pad: 1230‘N, 110‘W(1) 3.5 94.7 23.1 1 93.8 3835 Building Pad: 1225‘N, 200‘W(1) 5.5 95.6 22.4 1 94.7 3836 Building Pad: 1230‘N, 205‘W(1) 5.0 95.9 22.0 1 95.0 3837 Building Pad: 1220‘N, 195‘W(1) 4.5 96.2 21.7 1 95.2 3838 Building Pad: 1225‘N, 210‘W(1) 4.0 95.4 22.3 1 94.5 3839 Building Pad: 1230‘N, 215‘W(1) 3.5 95.0 22.1 1 94.1 3840 Building Pad: 1225‘N, 300‘W(1) 5.5 94.4 23.2 1 93.5 3841 Building Pad: 1230‘N, 305‘W(1) 5.0 95.6 22.6 1 94.7 3842 Building Pad: 1225‘N, 310‘W(1) 4.5 93.8 24.0 1 92.9 3843 Building Pad: 1230‘N, 315‘W(1) 4.0 95.1 22.5 1 94.2 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 163 REPORT DATE: 02-26-13 REG PROJECT NO. 18520 PAGE: 2 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3844 02-16-13 Building Pad: 1220‘N, 300‘W(1) 3.5 94.8 22.9 1 93.9 3845 Building Pad: 1225‘N, 400‘W(1) 5.5 94.3 23.4 1 93.4 3846 Building Pad: 1230‘N, 405‘W(1) 5.0 95.7 22.2 1 94.8 3847 Building Pad: 1220‘N, 410‘W(1) 4.5 96.1 21.8 1 95.1 3848 Building Pad: 1220‘N, 405‘W(1) 4.0 95.3 22.4 1 94.4 3849 Building Pad: 1225‘N, 410‘W(1) 3.5 95.8 21.9 1 94.9 3850 Building Pad: 1225‘N, 510‘W(1) 5.5 94.4 23.2 1 93.5 3851 Building Pad: 1230‘N, 515‘W(1) 5.0 94.0 24.0 1 93.1 3852 Building Pad: 1225‘N, 520‘W(1) 4.5 93.7 24.3 1 92.8 3853 Building Pad: 1230‘N, 530‘W(1) 4.0 94.6 23.1 1 93.7 3854 Building Pad: 1235‘N, 520‘W(1) 3.5 94.9 22.8 1 94.0 3855 Building Pad: 1275‘N, 50‘W(1) 5.5 95.5 22.1 1 94.6 3856 Building Pad: 1280‘N, 45‘W(1) 5.0 95.1 22.7 1 94.2 3857 Building Pad: 1270‘N, 55‘W(1) 4.5 94.9 23.0 1 94.0 3858 Building Pad: 1285‘N, 60‘W(1) 4.0 95.8 22.2 1 94.9 3859 Building Pad: 1275‘N, 55‘W(1) 3.5 94.4 22.9 1 93.5 3860 Building Pad: 1275‘N, 150‘W(1) 5.5 95.3 22.1 1 94.4 3861 Building Pad: 1280‘N, 145‘W(1) 5.0 93.9 23.5 1 93.0 3862 Building Pad: 1285‘N, 155‘W(1) 4.5 94.6 22.4 1 93.7 3863 Building Pad: 1270‘N, 140‘W(1) 4.0 94.2 23.2 1 93.3 3864 Building Pad: 1280‘N, 145‘W(1) 3.5 95.9 22.2 1 95.0 3865 Building Pad: 1275‘N, 250‘W(1) 5.5 96.3 21.7 1 95.3 3866 Building Pad: 1280‘N, 245‘W(1) 5.0 96.0 21.9 1 95.0 3867 Building Pad: 1285‘N, 255‘W(1) 4.5 95.1 22.5 1 94.2 3868 Building Pad: 1290‘N, 240‘W(1) 4.0 94.2 23.0 1 93.3 3869 Building Pad: 1280‘N, 250‘W(1) 3.5 93.7 23.8 1 92.8 3870 Building Pad: 1275‘N, 350‘W(1) 5.5 94.6 23.1 1 93.7 3871 Building Pad: 1280‘N, 345‘W(1) 5.0 95.5 22.3 1 94.6 3872 Building Pad: 1275‘N, 355‘W(1) 4.5 96.6 21.7 1 95.6 3873 Building Pad: 1285‘N, 360‘W(1) 4.0 95.3 22.4 1 94.4 3874 Building Pad: 1270‘N, 345‘W(1) 3.5 94.8 23.2 1 93.9 3875 Building Pad: 1275‘N, 450‘W(1) 5.5 94.2 23.9 1 93.3 3876 Building Pad: 1280‘N, 440‘W(1) 5.0 95.6 22.3 1 94.7 3877 Building Pad: 1270‘N, 455‘W(1) 4.5 94.9 22.5 1 94.0 3878 Building Pad: 1285‘N, 460‘W(1) 4.0 96.1 21.9 1 95.1 3879 Building Pad: 1275‘N, 445‘W(1) 3.5 95.3 22.1 1 94.4 3880 Building Pad: 1275‘N, 550‘W(1) 5.5 93.8 23.4 1 92.9 3881 Building Pad: 1280‘N, 540‘W(1) 5.0 94.0 23.0 1 93.1 3882 Building Pad: 1285‘N, 555‘W(1) 4.5 94.5 22.6 1 93.6 3883 Building Pad: 1280‘N, 540‘W(1) 4.0 95.1 23.1 1 94.2 3884 Building Pad: 1275‘N, 550‘W(1) 3.5 96.4 22.0 1 95.4 3885 Electric line: B.1/5 1.0 96.2 21.9 1 95.2 3886 Electric line: B.1/5 0.0 95.3 21.5 6 95.8 REPORT NO. 163 REPORT DATE: 02-26-13 REG PROJECT NO. 18520 PAGE: 3 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3887 02-16-13 Electric line: D.5/3.5 1.0 96.5 21.8 1 95.5 3888 Electric line: D.5/3.5 0.0 95.8 21.3 6 96.3 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