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Coppell Greens 1-LR 980102
~6R0 ~~ FUGRO-McCLELLAND (SOUTHWEST), INC. ~-` 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: January 2, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 DATE PERFORMED: December 15, 1'.997 MOISTURE/DENSITY RELATIONS Material Number Description 1 Yellowish brown and tan silty shaley clay 2 Light brown shaley clay with gray shaley clay TEST NO. 1 2 3 4 5 6 7 PROCTOR NO. 1 1 1 1 1 2 2 Proctor Results Maximum Dry Density (pcf) Optimum Moisture (%) 92.7 25.3 86.8 29.3 TEST RESULTS LOCATION UNIT DRY WEIGHT Block C, lot 1, natural 91.3 Block C, lot 3, natural 91.5 Paving subgrade, North Turnberry Court, 91.2 center of cul-de-sac, natural Block B, lot 13, natural Block B, lot 15, natural Block B, lot 1, natural Block B, lot 3, natural MOISTURE CONTENT PERCENT 25.4 31.0 28.5 PERCENT OF MAXIMUM DENSITY 99.2 98.7 98.4 90.4 31.0 97.5 92.4 29.2 99.7 83.9 33.7 96.6 87.1 33.5 100.3 Remarks: All densities meet project specifications unless otherwise noted. Jose Rivera Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: ___--- SMH/br Distribution: Eastern Development Inc. -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis FUGRO-McCLELLAND (SOUTHWEST), INC. ~~~ G ~~~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: January 2, 1998 PR0.IECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 DATE PERFORMED: December 16, 1997 MOISTUREIDENSITY RELATIONS Material Number Description 1 Light brown shaley clay with gray shaley clay 2 Yellowish brown and tan silty shaley clay 3 Dark brown and yellowish brown silty clay with organics TEST NO. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 PROCTOR NO. 3 3 2 2 1 1 3 3 3 2 1 1 2 3 3 2 3 2 1 1 1 2 LOCATION Block A, lot 1, natural Block A, lot 1, 1st lift Block A, lot 2, natural Block A, lot 2, 1st lift Block A, lot 3, natural Block A, lot 3, 1st lift Block A, lot 7, natural Block A, lot 8, 1st lift Block A, lot 9, natural Block A, lot 10, 1st lift Block A, lot 22, natural Block A, lot 23, 1st lift Block A, lot 24, natural Block A, lot 25, 1st lift Block A, lot 26, natural Block A, lot 27, 1st lift Block A, lot 28, natural Block A, lot 29, 1st lift Block B, lot 2, 1st lift Block B, lot 4, 1st lift Block B, lot 1, 2nd lift Block B, lot 11, natural Proctor Results Maximum Dry Density (pct? Optimum Moisture (%) 86.8 29.3 92.7 25.3 93.3 26.8 TEST RESULTS UNIT DRY WEIGHT 91.8 93.6 90.8 89.0 86.0 84.5 89.2 90.3 88.5 90.5 86.1 86.4 91.1 91.1 90.5 92.5 88.8 88.0 84.5 85.2 85.4 89.0 MOISTURE CONTENT PERCENT 27.0 27.4 26.7 27.6 30.5 32.2 26.9 27.4 29.5 26.2 29.4 31.4 25.4 27.0 28.6 26.4 30.0 26.6 32.2 30.5 29.5 26.7 PERCENT OF MAXIMUM DENSITY 98.4 100.3 98.0 96.0 99.1 97.4 95.6 97.4 95.0 97.6 99.2 99.5 98.3 97.6 97.0 99.8 95.2 95.0 97.4 98.2 98.4 96.0 ~~~ FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: January 2, 1998 PR0.IECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 2 DATE PERFORMED: Decellnber 16, 1.997 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 30 2 Block B, lot 13, 1st lift 91.1 25.6 98.3 31 3 Block B, lot 15, 1st lift 90.9 27.2 97.4 32 3 Block C, lot 2, 1st lift 89.8 28.1 96.2 33 1 Block C, lot 4, 1 st lift 86.6 30.7 99.8 34 1 Block C, lot 6, 1st lift 85.1 30.4 98.0 Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: SMH/br Distribution: Eastern Development Inc. -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis ~GRO ^ ~~ FUGRO-McCLELLAND (SOUTHWEST), INC. ~-~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: January 2, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 1 DATE PERFORMED: December 19, 1997 Material MOISTURE/DENSITY RELATIONS Number Description 1 Light brown shaley clay with gray shaley clay 2 Dark brown and yellowish brown silty clay with organics 3 Yellowish brown and tan silty shaley clay TEST NO. 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 PROCTOR NO. 3 1 3 2 3 1 3 2 3 1 1 3 3 1 1 2 3 3 1 3 3 LOCATION Block A, lot 11, natural Block A, lot 1, 1st lift Block A, lot 1, 2nd lift Block A, lot 1, 3rd lift Block A, lot 12, natural Block A, lot 12, 1st lift Block A, lot 12, 2nd lift Block A, lot 12, 3rd lift Block A, lot 13, natural Block A, lot 13, 1st lift Block A, lot 13, 2nd lift Block A, lot 14, natural Block A, lot 14, 1st lift Block A, lot 14, 2nd lift Block A, lot 14, 3rd lift Block A, lot 15, natural Block A, lot 15, 1st lift Block A, lot 15, 2nd lift Block A, lot 15, 3rd lift Block A, lot 15, 4th lift Block A, lot 16, natural TEST RESULTS UNIT DRY WEIGHT 88.4 84.8 88.4 88.6 88.0 83.8 88.0 89.1 89.4 85.5 85.4 87.8 89.1 84.3 84.5 90.2 89.0 89.6 84.7 90.9 92.0 Proctor Results Maximum Dry Density (pct) Optimum Moisture (%) 86.8 29.3 93.3 26.8 92.7 MOISTURE CONTENT PERCENT 27.6 32.0 26.2 26.9 28.9 32.8 25.9 25.9 27.1 29.9 31.1 25.9 27.4 29.5 32.3 25.7 28.1 26.5 30.8 26.2 25.3 25.3 PERCENT OF MAXIMUM DENSITY 95.4 97.7 95.4 95.0 95.0 96.5 95.0 95.5 96.4 98.5 98.4 95.0 95.5 97.1 97.4 96.7 96.0 96.7 97.6 98.1 99.2 FUGRO-McCLELLAND (SOUTHWEST), INC. ~~~ ~~ ~~~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: January 2, 1998 PRO.IECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 DATE PERFORMED: December 1'7, 1'937 MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pct) Optimum Moisture (%) 1 Yellowish brown and tan silty shaley clay 92.7 25.3 2 Light brown shaley clay with gray shaley clay 86.8 29.3 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY NO. NO. WEIGHT 35 1 Block A, lot 2, 2nd lift 88.6 36 2 Block A, lot 7, 2nd lift 85.5 37 2 Block A, lot 9, 2nd lift 86.1 38 2 Block A, lot 10, 2nd lift 84.7 39 2 Block A, lot 10, 3rd lift 84.5 40 1 Block A, lot 10, 4th lift 89.6 41 1 Block A, lot 10, 5th lift 90.0 42 1 Block A, lot 10, 6th lift 88.2 43 2 Block A, lot 10, 7th lift 85.8 44 1 Block B, lot 1, 3rd lift 88.9 45 2 Block B, lot 3, 1st lift 86.4 46 1 Block B, lot 3, 2nd lift 89.7 47 2 Block B, lot 3, 3rd lift 85.5 48 2 Block B, lot 3, 4th lift 84.0 49 1 Block B, lot 3, 5th lift 90.1 50 2 Block B, lot 3, 6th lift 90.0 51 2 Block B, lot 3, 7th lift 83.5 52 2 Block B, lot 4, 2nd lift 90.1 53 1 Block B, lot 4, 3rd lift 91.7 54 1 Block B, fot 4, 4th lift 92.0 55 1 Block B, lot 4, 5th lift 88.0 56 1 Block B, lot 4, 6th lift 89.2 57 2 Block B, lot 4, 7th lift 85.5 58 2 Block B, lot 11, 1st lift 83.3 59 1 Block B, lot 11, 2nd lift 89.6 60 1 Block B, lot 11, 3rd lift 90.2 61 2 Block B, lot 11, 4th lift 86.3 MOISTURE CONTENT PERCENT 28.3 31.3 30.1 32.1 33.0 27.7 26.4 29.5 32.8 28.7 30.4 27.8 31.5 32.6 27.4 26.7 33.2 28.4 26.2 26.7 29.3 28.3 30.9 32.5 28.7 26.3 29.9 PERCENT OF MAXIMUM DENSITY 95.6 98.5 99.2 97.6 97.4 96.7 97.1 95.1 98.8 95.9 99.5 96.8 98.5 96.8 97.2 97.1 96.2 97.2 98.9 99.2 95.0 96.2 98.5 96.0 96.7 97.3 99.4 .~~~ FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: January 2, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 2 DATE PERFORMED: December 17, 'C99? TEST RESULTS TEST PROCTOR NO. NO. LOCATION UNIT DRY MOISTURE PERCENT OF WEIGHT CONTENT PERCENT MAXIMUM DENSITY 62 1 Block B, lot 12, natural 92.1 25.6 99.4 63 1 Block B, lot 12, 1st lift 90.4 27.1 97.5 64 1 Block B, lot 12, 2nd lift 88.5 28.6 95.5 65 2 Block B, lot 12, 3rd lift 84.3 31.0 99.4 66 2 Block B, lot 12, 4th lift 82.4 32.3 95.0 67 1 Block B, lot 13, 2nd lift 92.5 25.6 99.8 68 1 Block B, lot 13, 3rd lift 89.4 29.4 96.4 69 2 Block B, lot 13, 4th lift 83.1 33.0 95.7 70 2 Block B, lot 14, natural 82.7 32.9 95.3 71 1 Block B, lot 14, 1st lift 88.7 27.2 95.7 72 1 Block B, lot 14, 2nd lift 90.0 28.2 97.1 73 1 Block B, lot 14, 3rd lift 88.0 29.8 95.0 74 2 Block B, lot 15, 2nd lift 84.5 32.1 97.4 75 1 Block B, lot 15, 3rd lift 88.8 28.3 95.8 76 1 Block B, lot 1, 1st lift 91.0 26.3 98.2 77 1 Block B, lot 1, 2nd lift 88.8 28.2 95.8 78 2 Block B, lot 1, 3rd lift 84.5 31.6 97.4 79 1 Block B, lot 1, 4th lift 88.1 29.6 95.0 Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro-McClelland Technician SMH/br Distribution: Eastern Development Inc. -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: -~ FUGRO-McCLELLAND (SOUTHWEST), INC. ~GRO G --~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: January 2, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 DATE_PERFORMED: December 1:8, 1997 MOISTUREIDENSITY RELATIONS Material Number Description 1 Yellowish brawn and tan silty shaley clay 2 Light brown shaley clay with gray shaley clay TEST NO. 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 PROCTOR NO. 2 2 1 1 1 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 LOCATION Block C, lot 2, 2nd lift Block C, lot 2, 3rd lift Block C, lot 4, 2nd lift Block C, lot 4, 3rd lift Block C, lot 4, 4#h lift Block C, lot 3, 1st lift Block C, lot 3, 2nd lift Block C, lot 3, 3rd lift Block C, lot 5, natural Block C, lot 5, 1st lift B-ock C, lot 5, 2nd lift Block C, lot 5, 3rd lift Block C, lot 6, 2nd lift Block C, lot 6, 3rd lift Block C, lot 6, 4th lift Block C, lot 13, natural Block C, lot 13, 1 st lift Block C, lot 13, 2nd lift Block C, lot 14, natural Block C, lot 14, 1st lift Block C, lot 15, natural Block C, lot 15, 1st lift Block C, lot 15, 2nd lift Proctor Results Maximum Dry Density {pcf} Optimum Moisture (%) 92.7 25.3 86.8 29.3 TEST RESULTS UNIT DRY WEIGHT 83.3 84.8 90.7 89.0 91.1 83.0 83.8 83.6 85.7 91.0 85.3 83.1 90.8 84.2 84.8 85.8 86.4 83.7 85.7 83.3 82.7 83.7 86.6 MOISTURE CONTENT PERCENT 32.3 31.3 27.0 28.0 28.2 31.8 32.9 32.1 29.5 27.1 29.9 33.0 27.3 31.1 32.0 29.3 30.0 33.2 29.3 31.7 32.3 32.5 29.6 PERCENT OF MAXIMUM DENSITY 96.0 97.7 97.8 96.0 98.3 95.6 96.5 96.5 98.7 98.2 98.3 95.7 98.0 97.0 97.7 98.8 99.5 96.4 98.7 96.0 95.3 96.4 99.8 FUGRO-McCLELLAND (SOUTHWEST), INC. ~6R0 ~~ ~~~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: .lanuary 2, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 2 DATE. PERFORMED: Decernb~r't8, 1997 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 103 1 Block C, lot 16, natural 91.0 27.1 98.2 104 1 Block C, lot 16, 1st lift 91.5 27.8 98.7 105 2 Block C, lot 16, 2nd lift 83.0 32.0 95.6 Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: ~~ - SM H/br Distribution: Eastern Development Inc. -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis FUGRO-McCLELLAND (SOUTHWEST), INC. ~Gi~O 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: January 2, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 2 DATE. PERFORMED: Decellnber 19, 1997 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 127 1 Block A, lot 16, 1st lift 83.4 31.8 96.1 128 1 Block A, lot 16, 2nd lift 83.5 32.8 96.2 129 3 Block A, lot 16, 3rd lift 88.1 27.9 95.0 130 3 Block A, lot 17, natural 91.7 25.3 98.9 131 3 Block A, lot 17, 1st lift 91.7 25.6 98.9 132 1 Block A, lat 17, 2nd lift 84.6 29.6 97.5 133 1 Block A, lot 17, 3rd lift 83.5 31.5 96.2 134 3 Block A, lot 18, natural 88.3 25.4 95.3 135 2 Block A, lot 18, 1st lift 90.6 26.4 97.1 136 1 Block A, lot 18, 2nd lift 84.3 29.4 97.1 137 2 Block A, lot 18, 3rd lift 89.3 28.9 95.7 138 3 Block A, lot 19, natural 90.6 27.9 97.7 139 2 Block A, lot 19, 1st lift 90.7 27.1 97.2 140 3 Block A, lot 19, 2nd lift 91.2 28.0 98.4 141 3 Block A, lot 19, 3rd lift 88.6 30.5 95.6 142 2 Block A, lot 19, 4th lift 90.3 29.5 96.8 143 3 Block A, lot 20, natural 88.0 27.3 95.0 144 1 Block A, lot 20, 1st lift 83.8 31.7 96.5 145 1 Block A, lot 20, 2nd lift 85.4 30.2 98.4 146 3 Block A, lot 20, 3rd lift 90.0 26.2 97.1 147 2 Block A, lot 20, 4th lift 88.8 27.7 95.2 148 1 Block A, lot 21, natural 85.5 30.3 98.5 149 1 Block A, lot 21, 1 st lift 83.1 32.3 95.7 150 1 Block A, lot 21, 2nd lift ~ 82.8 31.4 95.4 151 1 Block A, lot 21, 3rd lift 86.0 29.3 99.1 152 3 Block A, lot 21, 4th lilt 87.8 27.9 95.0 153 1 Block A, lot 22, 1st lift 83.5 31.6 96.2 FUGRO-McCLELLAND (SOUTHWEST), INC. ~GRO ^ ~~ ~~ -~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc, c/o Eastem Dev. REPORT DATE: January 2, 1998 PRO.IECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 3 DATE PERFORMED: December '19, 1997 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 154 1 Block A, lot 22, 2nd lift 84.5 31.8 97.4 155 3 Block A, lot 22, 3rd lift 88.3 28.4 95.3 156 3 Block A, lot 22, 4th lift 91.5 26.2 98.7 157 1 Block A, lot 23, 1st lift 84.6 30.9 97.5 158 2 Block A, lot 23, 2nd lift 90.0 28.1 96.5 159 1 Block A, lot 23, 3rd lift 86.1 30.5 99.2 160 1 Block A, lot 23, 4th lift 83.8 30.1 96.5 161 1 Block A, lot 23, 5th lift 86.4 29.6 99.5 162 1 Block A, lot 24, 1st lift 83.1 30.8 95.7 163 1 Block A, lot 24, 2nd lift 85.7 31.0 98.7 164 2 Block A, lot 24, 3rd lift 89.1 27.7 95.5 165 3 Block A, lot 24, 4th lift 91.3 26.2 98.5 166 3 Block A, lot 25, 2nd lift 90.7 26.7 97.8 167 1 Block A, lot 25, 3rd lift 83.3 30.1 96.0 168 1 Block A, lot 25, 4th lift 83.8 32.0 96.5 169 1 Block A, lot 25, 5th lift 84.7 30.8 97.6 Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked b . SMH/br Distribution: Eastern Development Inc. -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis