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Freeport NIP(4)-LR 960204reed engineerin, g 97 95 ~ 93 91 89 19 21 23 25 27 Moisture Content (%) Standard Proctor Compaction Test No. 1 ?5 blows per each of___3_ layers, with 5.5pound hammer and 12 inch drop using 4 inch diameter mold Test performed on minus Boring No. -- Location Depth - Sample No. __ Classification #4 sieve size m~erial Freeport North Coppell, Texas Dark gray clay Liquid Limit % Maximum Unit. Plastic Limit O/o Dry Weight 95.3 pcf Plasticity Index Optimum Moisture Content 23.4 % OPTIMUM MOISTURE DENSITY CURVE PLATE ! GEOTECHNICAL CONSULTANTS ' reed engineering 94 92 9O 88 23 25 27 29 31 Moisture Content (%) Standard Proctor Compaction Test No. 2 25 blows per each of 3 layers, with 5.5 pound hammer and 1 ? inch drop using 4 inch diameter mold Test performed on minus #4 s i eve size material Boring No. -- Location Freeport North Coppell, Texas Depth - Sample No. __ Classification Dark brown cla.y Liquid Limit % Maximum Unit Plastic Limit % Dry Weight 93.9 pcf Plasticity Index Optimum Moisture Content 27.2 O/o OPTIMUM MOISTURE DENSITY CURVE PLATE 2 GEOTECHNICAL CONSULTANTS ' reed engineerin, g 101 99 ~ 97 93 19 21 23 25 27 Moisture Content (%) Standard Proctor Compaction Test No. 3 25 blows per each of 3 layers, with 5.5 pound hammer and 12 inch drop using 4 inch diameter mold Test performed on minus #4 5 i eve size material Boring No. -- Location Freeport North Depth - Sample No. __ Classification Coppell, Texas Gray silty clay Liquid Limit % Maximum Unit Plastic Limit % Dry Weight 100.0 pcf Plasticity Index Optimum Moisture Content 22.9 O/o OPTIMUM MOISTURE DENSITY CURVE PLATE 3 GEOTECHNICAL CONSULTANTS ~d engineerin, g ROYAL FREEPORT NORTH LANE AT CREEKVIEW COPPELL, TEXAS REPORT NO. i DRIVE Date 12-19-95 12-20-95 Test No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Field Density Tests Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 180'S, 20'W(1) 175' S, ll0'W(1) 180'S, 190'W(1) 160'S, 280'W(1) 180'S,350'W(1) 175'S,440'W(1) 180'S, 510'W(1) 190'S, 580'W(1) 160'S, 650'W(1) 180'S, 700'W(1) 100'S, 690'W(1) 11o's, 61o'w(1) 90'S,520'W(1) 100' S,440'W(1) 100'S 95'S 105'S 100'S 90'S 80'S 20'S 10'S 15'S 20'S 30'S 38o'w(1) 300'W(1) 215'W(1) 15o'w(1) 9o'w(1) lO'W(1) 20'W(1) 1oo'w(1) 170'W(1) 240'W(1) 320'W(1) 10'S,400'W(1) 20'S 25'S 25'S 15'S 380'S 370'S 375'S 360'S 47o'w(1) 53o'w(1) 6lO'W(1) 7oo'w(1) 25'E(2) l10'E(2) 200'E(2) 270'E(2) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 2 2 2 2 5 5 5 5 5 5 5 5 5 5 0 0 0 0 0 0 0 0 0 0 6 5 5 5 5 5 5 5 5 5 5 5 5 5 89 3 88 7 88 5 88 8 90 2 91 2 92 0 89 8 90 7 90 5 97 2 95 4 90 1 91 0 89 8 93.5 89 2 88 6 90 9 90 0 87 9 87 9 89 6 90 4 88 4 91 0 89 2 90 1 89 8 91 3 89 8 89 8 88 4 87 7 Moisture Content Curve (%) No. 31.2 30.4 30.7 31.0 28.7 25.8 26.4 29 5 26 2 25 2 24 3 25 7 29 0 29 7 29 7 27 0 28 9 30 4 30 0 28 4 31 2 31 1 29 9 28 3 30 4 27 5 29 5 29 9 29 2 29 6 29 5 28 7 30 4 31 6 2 1 1 2 1 1 1 1 1 1 3 3 1 1 1 3 1 2 2 1 2 2 2 2 2 1 2 2 2 2 2 1 2 2 Com- pac- tion Level (%) 95 1 94 5 94 2 94 6 94 6 95 7 96 5 94 2 95 2 95 0 97 2 95 4 94 5 95 5 94 2 93 5 93 6 94 4 96 8 94 4 93 6 93.6 95.4 96.3 94.1 95 4 95 0 96 0 95 6 96 2 95 6 94 2 94 1 93 4 GEOTECHNICAL CONSULTANTS . PLATE 4 reed engineerin, g ROYAL FREEPORT NORTH LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. I Date 12-20-95 12 -26-95 Test No. 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 Field Density Tests (Continued) Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 360'S 340'E 380'S 410'E 380'S 490'E 360'S 560'E 375'S 610'E 370'S 700'E 290'S 700'E 290'S 620'E 290'S,550'E 280'S,470'E 300'S,400'E 300'S,330'E 290'S,250'E 310'S,180'E 300'S,100'E 300'S, 20'E 250'S, 30'E 220'S,100'E 240'S,180'E 240'S,250'E 250'S,325'E 220'S,400'E 230'S,480'E 230'S,560'E 220'S,650'E 230'S 700'E 40'S 30'W 100'S 20'W 180'S 20'W 250'S 30'W 325'S 10'W 400'S 25'W 470'S 40'W (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (1) (1) (1) (1) (1) (1) 2 2 2 2 2 2 2 2 2 2 2 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 5 5 5 5 5 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 5 5 5 5 5 5 5 89.6 88.7 89.4 89.2 90.2 89.3 90.9 89.7 91 3 89 0 89 4 88 7 88 1 87 8 88 4 89 2 88 3 89 4 88 2 90 0 90 1 90 6 91 1 89 6 88.5 88.4 88.6 89.3 92.4 91.4 90.2 91.9 91.3 Moisture Content Curve (%) No. 31.0 31.2 29.5 29.9 28.7 30.2 27.4 29.7 28.4 31.6 30.8 30.2 30.9 29.6 30.5 30.5 31.4 29.2 30.4 30.5 30.9 28.2 29 2 29 5 30 8 31 4 32 4 31 5 27 6 27 9 30 4 28 5 26 7 2 2 2 2 1 2 1 1 1 2 2 2 2 1 1 1 2 1 1 2 2 1 1 1 2 2 2 2 1/2 1/2 2 1 1 Com- pac- tion Level (%) 95.4 94.5 95.2 95.0 94.7 95.1 95.4 94.1 95.8 94.8 95.2 94 5 93 8 92 1 92 8 93 6 94 0 93 8 92 6 95 8 96 0 95 1 95 6 94 0 94 2 94 1 94 4 95 1 97 7 96 6 96 1 96 4 95 8 GEOTECHNICAL CONSULTANTS PLATE 5 reed engineerin, g ROYAL FREEPORT NORTH LANE AT CREEKViEW COPPELL, TEXAS REPORT NO. i DRIVE Date 12-26-95 12-28-95 12-29-95 12-30-95 Test No. 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 Field Density Tests (Continued) Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 540'S 610'S 700'S 50'N 50'N 50'N 50'N 50'N 50'N 50'N 75'N 100'N 100'N 100'N 100'N 100'N 100'N 100'N 680'S 580'S 480'S 30'W(1) 20'W(1) 25'W(1) 5o'w(3) 150'W(3) 250'W(3) 350'W(3) 450'W(3) 550'W(3) 650'W(3) 700'W(3) 650'W(3) 550'W(3) 450'W(3) 350'W(3) 250'W(3) 150'W(3) 5o'w(3) 300'W(1) 300'W(1) 300'W(1) 300'S,300'W(1) 200'S,300'W(1) 90'S, 300'W(1) 50'S,250'W(1) 200'S 300'S 500'S 175'N 175'N 175'N 175'N 175'N 350'W(1) 350'W(1) 350'W(1) 65'W(3) 130'W(3) 195'W(3) 260'W(3) 325'W(3) 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 0 0 0 0 0 91.8 89.3 88.5 91.7 90.9 92.8 92.2 93.4 88.1 92.4 93.1 89 2 90 5 91 6 89 6 91 7 90 2 90 3 89.4 89 7 88 2 90 3 89 6 88 4 88 9 89 7 88 8 89 4 88 4 91 2 91 0 90 8 91 2 Moisture Content Curve (%) No. 26 5 30 9 31 6 28 8 28 9 27 7 27 1 28 6 32 3 28 1 25 0 29 6 30 5 27 2 30 6 28 2 28 9 31 5 25 8 29 0 27 1 30 2 27 1 27 8 29 8 34 0 33 1 32 1 30 1 30 0 29.5 29.5 30.0 1 2 2 1 1 1 1 1 1 1 1 1 2 1 2 1 1 2 1 1 1 2 1 1 1 2 2 2 1 2 1 1 2 Com- pac- tion Level (%) 96.3 95 1 94 2 96 2 95 4 97 4 96 7 98 0 92 4 97 0 97 7 93 6 96 4 96 1 95 4 96 2 94 6 96 2 93 8 94 1 92 5 94 8 94 0 92 8 93 3 94 1 93 2 93 8 92 8 97 1 95 5 95 3 97 1 GEOTECHNICAL CONSULTANTS , PLATE 6 reed engineering FREEPORT NORTH ROYAL LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. i Test Date No. 12-30-95 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 01-04-96 127 128 Field Density Tests (Continued) Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 175'N, 390'W(3) 0.0 175'N,455'W(3) 0.0 175'N, 520'W(3) 0.0 175'N, 585'W(3) 0.0 175'N, 650'W(3) 0.0 80'N, 70'E(2 4)0.0 80'N, 140'E (2 80'N,210'E(2 80'N,280'E(2 80'N 350'E(2 80'N 420'E(2 80'N 490'E(2 80'N 560'E(2 80'N 630'E(2 80'N 700'E(2 400'N 50'E(3 300'N 50'E(3 200'N 50'E(3 100'N 50'E(3 20'S, 50'E(3 20'S, 70'W(3 20'S, 190'W(3 20'S 310'W(3 20'S 430'W(3 20'S 20'S 100'S 350'S 4)0.0 4)0.0 4)O.0 4)O.0 4)0.0 4)0.0 4)0 0 4)0 0 4)0 0 4)0 0 4)O 0 4)0 0 4)0 0 4)0 0 4)0 0 4)0 0 4)0 0 4)0 0 550'W(3,4) 0 0 670'W(3,4) 0 0 25'W(4,5)0.0 10'W(4,5) 0.0 91 1 91 8 89 6 88 7 89 6 98 1 94 7 93 1 98 0 93 4 94 5 98 3 92 5 98 2 94 8 97 8 97 3 91 1 96 6 94 2 92 2 93 8 91 3 90 8 93 8 98.5 90.3 92.4 Moisture Content (%) 30 3 28 8 29 5 31 2 30 5 25 1 27 9 28 0 25 1 28 2 27 9 23 8 29 3 24 9 26 7 24 6 25 0 29 1 25 5 26 3 27 8 24 3 29 7 28 6 28 4 24 4 28 2 24 3 Com- pac- tion Curve Level No. (%) 2 1 1 2 2 3 1 1 3 1 1 3 1 3 1 3 3 1 3 1 1 1 1 1 1 3 1 1 97 0 96 3 94 0 94 5 95 4 98 1 99 4 97 7 98 0 98 0 99 2 98 3 97 1 98 2 99 5 97 8 97 3 95 6 96 6 98 8 96 7 98 4 95 8 95 3 98 4 98 5 96 2 97 0 GEOTECHNICAL CONSULTANTS . PLATE 7 reed engineerin, g FREEPORT NORTH ROYAL LANE AT CREEKViEW DRIVE COPPELL, TEXAS REPORT NO. i Footnotes: (2) (3) (4) (s) Measurements referenced from N.E. building corner. Measurements referenced from N.W. building corner. Measurements referenced from S.E. building corner. Test taken on paving subgrade. Measurements referenced from S.W. building corner. GEOTECHNICAL CONSULTANTS . PLATE 8 reed engineerin, g FREEPORT NORTH ROYAL LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. i Date Sampled 01-17-96 Pocket Penetrometer Test Results Depth (feet) W-1 W-2 W-3 0 0 - 1.5 15 - 3.0 30- 4.5 45 - 6.0 60 - 7.5 75 - 9.0 9 0 - 10.0 1 8 0 8 1 3 1 8 2 0 2 0 2 5 0 8 1 0 1 1 2 3 2 8 2 0 2 0 2.0 1.8 3.0 1.8 2.8 2.3 3.0 W-4 1 8 1 3 0 8 4 5+ 3 8 2 0 3 0 GEOTECHNICAL CONSULTANTS PLATE 9