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Coppell Ind 2-LR130219
REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 137 3090 Olive Street, Suite 300 REPORT DATE: 02-19-13 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 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3050 02-06-13 Building Pad: 975‘N, 50‘W(1) 7.5 95.4 22.6 1 94.5 3051 Building Pad: 980‘N, 45‘W(1) 7.0 94.8 23.2 1 93.9 3052 Building Pad: 970‘N, 55‘W(1) 6.5 94.4 23.9 1 93.5 3053 Building Pad: 975‘N, 50‘W(1) 6.0 95.9 22.3 1 95.0 3054 Building Pad: 980‘N, 40‘W(1) 5.5 96.4 21.8 1 95.4 3055 Building Pad: 970‘N, 45‘W(1) 5.0 93.8 23.9 1 92.9 3056 Building Pad: 975‘N, 150‘W(1) 7.5 93.3 24.2 1 92.4 3057 Building Pad: 980‘N, 155‘W(1) 7.0 94.6 23.5 1 93.7 3058 Building Pad: 970‘N, 145‘W(1) 6.5 95.3 22.4 1 94.4 3059 Building Pad: 975‘N, 155‘W(1) 6.0 96.2 21.8 1 95.2 3060 Building Pad: 980‘N, 160‘W(1) 5.5 93.2 24.3 1 92.3 3061 Building Pad: 970‘N, 145‘W(1) 5.0 94.5 23.1 1 93.6 3062 Building Pad: 975‘N, 250‘W(1) 7.5 95.6 22.4 1 94.7 3063 Building Pad: 980‘N, 255‘W(1) 7.0 96.5 21.7 1 95.5 3064 Building Pad: 970‘N, 245‘W(1) 6.5 96.0 21.9 1 95.0 3065 Building Pad: 975‘N, 260‘W(1) 6.0 95.2 22.5 1 94.3 3066 Building Pad: 970‘N, 250‘W(1) 5.5 94.3 23.2 1 93.4 3067 Building Pad: 975‘N, 260‘W(1) 5.0 94.8 23.1 1 93.9 3068 Building Pad: 975‘N, 350‘W(1) 7.5 95.5 22.5 1 94.6 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 137 REPORT DATE: 02-19-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3069 02-06-13 Building Pad: 970‘N, 345‘W(1) 7.0 94.2 23.4 1 93.3 3070 Building Pad: 975‘N, 355‘W(1) 6.5 93.8 24.0 1 92.9 3071 Building Pad: 980‘N, 350‘W(1) 6.0 95.1 23.2 1 94.2 3072 Building Pad: 970‘N, 355‘W(1) 5.5 96.2 22.0 1 95.2 3073 Building Pad: 975‘N, 360‘W(1) 5.0 95.9 21.9 1 95.0 3074 Building Pad: 975‘N, 450‘W(1) 7.5 95.4 22.6 1 94.5 3075 Building Pad: 980‘N, 455‘W(1) 7.0 94.4 23.0 1 93.5 3076 Building Pad: 970‘N, 445‘W(1) 6.5 94.1 23.7 1 93.2 3077 Building Pad: 980‘N, 455‘W(1) 6.0 95.2 22.5 1 94.3 3078 Building Pad: 970‘N, 445‘W(1) 5.5 96.3 21.8 1 95.3 3079 Building Pad: 980‘N, 460‘W(1) 5.0 96.0 21.9 1 95.0 3080 Building Pad: 975‘N, 550‘W(1) 7.5 95.6 22.3 1 94.7 3081 Building Pad: 980‘N, 555‘W(1) 7.0 95.4 22.8 1 94.5 3082 Building Pad: 970‘N, 545‘W(1) 6.5 94.8 23.1 1 93.9 3083 Building Pad: 975‘N, 555‘W(1) 6.0 94.5 22.7 1 93.6 3084 Building Pad: 980‘N, 550‘W(1) 5.5 93.8 24.2 1 92.9 3085 Building Pad: 975‘N, 540‘W(1) 5.0 94.4 23.4 1 93.5 3086 Building Pad: 1025‘N, 25‘W(1) 7.5 95.0 22.8 1 94.1 3087 Building Pad: 1030‘N, 30‘W(1) 7.0 94.1 23.2 1 93.2 3088 Building Pad: 1020‘N, 20‘W(1) 6.5 94.7 23.5 1 93.8 3089 Building Pad: 1025‘N, 30‘W(1) 6.0 95.2 22.4 1 94.3 3090 Building Pad: 1030‘N, 40‘W(1) 5.5 96.1 21.8 1 95.1 3091 Building Pad: 1025‘N, 25‘W(1) 5.0 96.5 21.7 1 95.5 3092 Building Pad: 1025‘N, 100‘W(1) 7.5 95.3 22.3 1 94.4 3093 Building Pad: 1030‘N, 110‘W(1) 7.0 95.0 22.1 1 94.1 3094 Building Pad: 1020‘N, 105‘W(1) 6.5 94.4 22.9 1 93.5 3095 Building Pad: 1030‘N, 115‘W(1) 6.0 93.7 23.7 1 92.8 3096 Building Pad: 1020‘N, 100‘W(1) 5.5 94.0 23.0 1 93.1 3097 Building Pad: 1025‘N, 110‘W(1) 5.0 93.3 24.1 1 92.4 3098 Building Pad: 1025‘N, 200‘W(1) 7.5 94.6 23.4 1 93.7 3099 Building Pad: 1025‘N, 205‘W(1) 7.0 95.7 22.6 1 94.8 3100 Building Pad: 1030‘N, 210‘W(1) 6.5 96.2 21.9 1 95.2 3101 Building Pad: 1020‘N, 200‘W(1) 6.0 96.1 21.9 1 95.1 3102 Building Pad: 1025‘N,215 ‘W(1) 5.5 95.2 22.4 1 94.3 3103 Building Pad: 1030‘N, 205‘W(1) 5.0 95.0 22.7 1 94.1 3104 Building Pad: 1025‘N, 300‘W(1) 7.5 94.2 23.5 1 93.3 3105 Building Pad: 1030‘N, 305‘W(1) 7.0 94.8 23.1 1 93.9 3106 Building Pad: 1035‘N, 310‘W(1) 6.5 95.3 22.3 1 94.4 3107 Building Pad: 1030‘N, 305‘W(1) 6.0 94.0 23.5 1 93.1 3108 Building Pad: 1020‘N, 300‘W(1) 5.5 96.2 21.8 1 95.2 3109 Building Pad: 1035‘N, 300‘W(1) 5.0 95.7 22.3 1 94.8 3110 Building Pad: 1025‘N, 400‘W(1) 7.5 93.8 24.2 1 92.9 3111 Building Pad: 1020‘N, 405‘W(1) 7.0 93.5 24.6 1 92.6 3112 Building Pad: 1025‘N, 415‘W(1) 6.5 94.1 23.8 1 93.2 3113 Building Pad: 1030‘N, 400‘W(1) 6.0 95.3 22.7 1 94.4 3114 Building Pad: 1020‘N, 405‘W(1) 5.5 95.6 22.3 1 94.7 REPORT NO. 137 REPORT DATE: 02-19-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3115 02-06-13 Building Pad: 1025‘N, 410‘W(1) 5.0 94.5 23.0 1 93.6 3116 Building Pad: 1025‘N, 510‘W(1) 7.5 95.6 22.4 1 94.7 3117 Building Pad: 1030‘N, 520‘W(1) 7.0 96.0 21.9 1 95.0 3118 Building Pad: 1020‘N, 525‘W(1) 6.5 94.2 23.2 1 93.3 3119 Building Pad: 1030‘N, 530‘W(1) 6.0 95.1 22.5 1 94.2 3120 Building Pad: 1025‘N, 515‘W(1) 5.5 93.8 23.9 1 92.9 3121 Building Pad: 1020‘N, 540‘W(1) 5.0 94.9 22.8 1 94.0 3122 Building Pad: 1075‘N, 50‘W(1) 7.5 95.7 22.3 1 94.8 3123 Building Pad: 1080‘N, 55‘W(1) 7.0 96.3 21.8 1 95.3 3124 Building Pad: 1070‘N, 45‘W(1) 6.5 96.1 21.7 1 95.1 3125 Building Pad: 1085‘N, 50‘W(1) 6.0 95.5 22.1 1 94.6 3126 Building Pad: 1080‘N, 40‘W(1) 5.5 95.0 22.4 1 94.1 3127 Building Pad: 1075‘N, 45‘W(1) 5.0 94.4 23.8 1 93.5 3128 Building Pad: 1075‘N, 150‘W(1) 7.5 94.1 24.0 1 93.2 3129 Building Pad: 1080‘N, 155‘W(1) 7.0 95.3 23.2 1 94.4 3130 Building Pad: 1075‘N, 160‘W(1) 6.5 95.9 22.1 1 95.0 3131 Building Pad: 1080‘N, 150‘W(1) 6.0 96.6 21.7 1 95.6 3132 Building Pad: 1070‘N, 145‘W(1) 5.5 95.0 22.4 1 94.1 3133 Building Pad: 1075‘N, 155‘W(1) 5.0 94.4 23.2 1 93.5 3134 Building Pad: 1075‘N, 250‘W(1) 7.5 95.7 22.5 1 94.8 3135 Building Pad: 1070‘N, 245‘W(1) 7.0 95.6 22.1 1 94.7 3136 Building Pad: 1075‘N, 250‘W(1) 6.5 96.1 21.8 1 95.1 3137 Building Pad: 1080‘N, 255‘W(1) 6.0 94.8 22.7 1 93.9 3138 Building Pad: 1085‘N, 245‘W(1) 5.5 94.3 23.4 1 93.4 3139 Building Pad: 1070‘N, 255‘W(1) 5.0 94.0 23.8 1 93.1 3140 Building Pad: 1075‘N, 350‘W(1) 7.5 93.7 24.1 1 92.8 3141 Building Pad: 1070‘N, 345‘W(1) 7.0 94.5 23.6 1 93.6 3142 Building Pad: 1075‘N, 355‘W(1) 6.5 95.2 22.6 1 94.3 3143 Building Pad: 1080‘N, 260‘W(1) 6.0 95.8 21.9 1 94.9 3144 Building Pad: 1085‘N, 255‘W(1) 5.5 95.0 22.3 1 94.1 3145 Building Pad: 1080‘N, 245‘W(1) 5.0 94.2 23.5 1 93.3 3146 Building Pad: 1075‘N, 450‘W(1) 7.5 93.4 24.0 1 92.5 3147 Building Pad: 1070‘N, 455‘W(1) 7.0 95.4 22.8 1 94.5 3148 Building Pad: 1080‘N, 460‘W(1) 6.5 95.1 22.5 1 94.2 3149 Building Pad: 1075‘N, 450‘W(1) 6.0 96.2 21.8 1 95.2 3150 Building Pad: 1070‘N, 445‘W(1) 5.5 95.2 22.7 1 94.3 3151 Building Pad: 1075‘N, 460‘W(1) 5.0 96.0 21.9 1 95.0 3152 Building Pad: 1075‘N, 550‘W(1) 7.5 95.3 23.0 1 94.4 3153 Building Pad: 1080‘N, 540‘W(1) 7.0 94.8 23.8 1 93.9 3154 Building Pad: 1070‘N, 560‘W(1) 6.5 94.2 22.6 1 93.3 3155 Building Pad: 1075‘N, 550‘W(1) 6.0 95.8 22.1 1 94.9 3156 Building Pad: 1070‘N, 540‘W(1) 5.5 95.1 22.4 1 94.2 3157 Building Pad: 1075‘N, 555‘W(1) 5.0 96.0 21.9 1 95.0 3158 Storm Line A: STA 4+25 2.0 97.5 21.8 3 95.1 3159 Storm Line A: STA 4+25 1.0 98.0 21.4 3 95.6 3160 Storm Line A: STA 4+25 0.0 97.9 21.6 3 95.5 REPORT NO. 137 REPORT DATE: 02-19-13 REG PROJECT NO. 18520 PAGE: 4 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3161 02-06-13 Storm Line A: STA 5+75 2.0 97.4 22.0 3 95.0 3162 Storm Line A: STA 5+75 1.0 98.1 21.5 3 95.7 3163 Storm Line A: STA 5+75 0.0 98.5 20.9 3 96.1 3164 Water Line A: STA 22+00 2.0 96.1 23.1 1 95.1 3165 Water Line A: STA 22+00 1.0 97.0 22.5 1 96.0 3166 Water Line A: STA 22+00 0.0 97.5 21.9 1 96.5 3167 Water Line A: STA 20+50 2.0 96.4 22.0 1 95.4 3168 Water Line A: STA 20+50 1.0 96.1 22.1 1 95.1 3169 Water Line A: STA 20+50 0.0 96.8 21.8 1 95.8 3170 Water Line A: STA 19+00 2.0 96.0 22.5 1 95.0 3171 Water Line A: STA 19+00 1.0 96.4 22.3 1 95.4 3172 Water Line A: STA 19+00 0.0 97.1 21.8 1 96.1 3173 Water Line A: STA 17+50 2.0 96.3 22.5 1 95.3 3174 Water Line A: STA 17+50 1.0 96.9 22.1 1 95.9 3175 Water Line A: STA 17+50 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. 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