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Park West CC(09)-LR 960109reed engin==3'ing 98 96 94 92 19 21 23 25 27 29 Moisture Content (%) Standard Proctor Compaction Test No. 1 25 blows per each of 3 layers, withS.5 pound hammer and 17 inch drop using 4 inch diameter mold Test performed on minus #4 Sieve size material Boring No. -- Location Parkwest Commerce Center, Phase I I Depth - Sample No. __ Classification Coppell, Texas Dark brown clay Liquid Limit % Maximum Unit Plastic Limit % Dry Weight 97.8 Plasticity Index Optimum Moisture Content 22.8 OPTIMUM MOISTURE DENSITY CURVE PLATE 1 GEOTECHNICAL CONSULTANTS ' reed engineering 104 102 100 98 96 / \ / / \\ ~\ ! / / 17 19 21 23 25 Moisture Content (%) Standard Proctor Compaction Test No. 2 25 blows per each of 3 layers, with 5.Spound hammer and 12 inch drop using Test performed on minus Boring No. -- Location Depth - Sample No. __ Classification 4. inch diameter mold #4 Sieve size material Parkwest Commerce Center, Coppell, Texas Phase II Yellowish brown and brown clay Liquid Limit Plastic Limit Plasticity Index % Maximum Unit O/o Dry Weight Optimum Moisture Content 103.4 pcf 21.1 o/o OPTIMUM MOISTURE DENSITY CURVE PLATE 2 GEOTECHNICAL CONSULTANTS ' engineering 102 100 98 96 17 19 21 23 25 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 Test performed on minus Boring No. -- Location Depth - Sample No. __ Classification 4 inch diameter mold #4 Sieve size m~erial Parkwest Commerce Center, Coppell, Text5 Pha~P TT Dark brown and gray clay Liquid Limit % Plastic Limit % Plasticity Index Maximum Unit Dry Weight 101.4 pcf Optimum Moisture Content 20.6 % ' OPTIMUM MOISTURE DENSITY CURVE PLATE 3 GEOTECHNICAL CONSULTANTS ' reed engineering PARKWEST COHMERCE CENTER AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. i Date 01-09-96 01-10-96 01-11-96 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 35 Field Density Tests Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 15'S, 30'W(1) 15'S, 100'W(1) 15'S, 150'W(1) 15'S 95'S 130'S 130'S 30'S 100'S 575'N, 500'N 400'N 260'N 140'N 120'N 250'N 370'N 425'N 525'N 380'N 260'N 140'N 150'N 250'N 400'N 500'N 380'N 330'N 200'N 90'N 30'S 50'S 50'S 100'S 125'S 200'W(1) 125'W(1) 100'W(1) 200'W(1) 3o'w(1) 5o'w(1) 25'W(2) 25'W(2) 25'W(2) 25'W(2) 25'W(2) 125'W(2) 125'W(2) 125'W(2) 125'W(2) 125'W(2) 220'W(2) 220'w(2) 220'W(2) 10'E(2,3) 10'E(2,3) 10'E(2,3) 15'W(2) 20'W(2) 40'W(2) 50'W(2) 40'W(2) 200'W(1) 220'W(1) 7o'w(1) lOO'W(1) 17o'w(1) 5.5 5.5 5.5 5.5 3.5 2.5 2.5 4.5 3.5 2.5 4 5 5 0 6 0 6 0 4 0 3 5 2 5 2 5 1 8 2 5 3 0 4.0 1.5 1.5 1.5 2.5 2.5 4 5 4 5 5 0 3 0 4 0 3 0 2 5 2 0 100 102 102 95 100 98 98 93 94 98 103 97 102 99 101 100 99 100 99 100 97 100 98 98 99 96 94 94 98 92 95 96 93 92 97 4 6 4 4 3 7 3 0 1 4 0 9 7 3 8 6 7 7 2 6 6 6 0 0 5 0 2 5 5 8 7 7 2 1 0 Moisture Content Curve (%) No. 21.8 21.5 22 .5 28.6 21 3 24 1 25 1 29 8 27 2 23 0 22.8 24.0 23.2 24.5 21.9 23.7 23 .9 22.6 23.5 23 .7 25.7 23.5 25 5 22 9 23 1 27 1 28 9 28 0 23 0 29 6 27 4 29 0 27 6 28 1 24 2 2 2 2 1 2 3 3 1 1 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 1 1 1 1 1 2 Com- pac- tion Level (%) 97.1 99.2 99.0 97.5 97 0 97 3 96 9 95 1 96 2 97 0 99 6 96 5 99 3 96 0 98 5 97 3 96 4 97 4 95.9 97.3 94.4 97.3 94.8 94.8 96 2 98 2 96 3 96 6 95 3 94 9 97 9 98 9 95 3 94 2 93 8 GEOTECHNICAL CONSULTANTS , PLATE 4 reed engineering PARKWEST COM~ERCE CENTER AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. i Date 01-11-96 01-12-96 01-13-96 01-15-96 Test No. 36 37 38 39 4O 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 68 69 Field Density Tests (Continued) Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 90'S, 280'W(1) 20'N, 160'W(1) 30'N, 280'W(1) 30'S, 210'W(1) 60'S, 80'W(1) 90'S, 40'W(1) 180' S, 90'W(1) 130'S, 160'W(1) 30'S, 160'W(1) 40'S, 70'W(1) 500'N, 90'W(2) 400'N, 100'W(2) 340'N, 140'W(2) 240'N, 120'W(2) 100'N, 100'W(2) 30'S 60'S 90'S 180'S 130' S 500'N 420'N 310'S 210'W(1) 8o'w(1) 4o'w(1) 9o'w(1) 160'W(1) 180'W(2) 200'W(2) 210'W(2) 200'N, 200'W(2) 90'N, 180'W(2) 10'S,200'W(1) 20'S, 20'W(1) 70'S, 20'W(1) 480'N, 20'W(2) 400'N, 25'W(2) 280'N, 40'W(2) 200'N, 50'W(2) 60'N, 65'W(2) 80'N, 60'E(4) 3.0 3.0 3.0 2.0 2.5 2.5 1.5 1.5 3.0 3.0 1.5 2.5 2.5 2.5 4 0 2 5 2 5 2 5 1 5 1 5 2 0 2 0 2 5 2 5 3 0 1 5 1 5 1 5 4 5 5 0 5 0 5 0 5 0 2 7 94 3 101 0 100 0 96 7 94 8 98 0 93 7 90 5 92 3 100 0 100 2 100 2 96 0 99 0 93 8 96 7 94 8 98 0 93 7 90 5 100 0 95 4 93 4 99 4 98 4 101 0 98 0 93 7 99 2 101 0 96 7 102 0 97.5 99.7 Moisture Content Curve (%) No. 27 7 21 8 23 5 25 1 26 8 26 0 30 7 30 3 28 0 23 5 22 9 22 9 27 6 23 7 29 8 25 1 26 8 26 0 30 7 30.3 26.0 26.1 27.4 28.4 26.4 23 3 24 5 28 4 25 0 24 2 26 1 21 6 24 6 25 2 1 2 2 1 1 2 1 1 1 2 2 2 1 2 1 1 1 2 1 1 2 1 1 2 2 2 2 1 2 2 1 2 2 2 Com- pac- tion Level (%) 96.4 97.7 96.7 98.9 96.9 94.7 95.8 92.5 94 4 97 0 96 9 96 9 98 2 95 7 95 9 98 9 96 9 94.7 95 8 92 5 96 7 97 5 95 5 96 1 95 2 97 6 94 7 95 8 95 9 97 6 98 9 98 6 94 3 96 4 GEOTECHNICAL CONSULTANTS - PLATE 5 reed engineering PARKWEST COHMERCE CENTER AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. 1 Date 01-15-96 01-16-96 01-17-96 Test No. 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 99 100 101 102 Field Density Tests (Continued) Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 165'N 50'E 240'N 30'E 310'N 25'E 400'N 50'E 80'N 235'E 160'N 235'E 220'N 235'E 315'N, 235'E 390'N,235'E 80'N,110'E 150'N,110'E 250'N,110'E 320'N,110'E 410'N,110'E 80'N,230'E 160'N,230'E 230'N,230'E 315'N,230'E 400'N,230'E 40'N,230'E 120'N,230'E 200'N,230'E 20'N, 20'E 240'N,225'E 160'N,225'E 80'N 225'E 80'N 130'E 160'N 130'E 40'N 50'W 40'N 40'E 375'S 25'W 250'S 25'W 125'S 25'W (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (5) (3,5) (3,5) (3,5) 1 8 2 0 1 8 1 5 4 2 3 8 3 5 2 7 2 0 3 0 2 8 2 5 2 0 1 6 3 2 2 8 2.5 1.7 1.5 3.0 2.4 2.0 1.5 1.5 1 8 2 0 1 5 1 5 0 0 0 0 0 0 0 0 0 0 97 99 99 101 95 101 100. 99. 96 101 96 101 100 99 94 98 97 94 95 99 94 97 97 93 95 91 97 95 100 95 101 102 98 2 1 3 3 2 2 4 4 0 0 0 2 1 8 3 2 8 4 0 9 8 1 9 5 1 9 9 8 7 7 7 5 5 Moisture Content Curve (%) No. 27.3 24.4 23.5 22.8 28.8 22.0 25.9 25.3 27.7 22.3 26.1 24.5 23.6 24.8 28.7 25.6 26.5 29.4 27.8 25.5 29.1 27 1 27 1 29 0 25 6 30 6 22 0 25 6 21 4 24 5 22 8 24 3 26 3 2 2 2 2 1 2 2 2 1 2 1 2 2 2 1 2 2 1 1 2 1 1/2 1/2 1 2 2 2 2 2 Com- pac- tion Level (%) 94 0 95 8 96 0 98 0 97 3 97 9 97 1 96 1 98 2 97 7 98 2 97 9 96 8 96 5 96 4 96 0 94 6 96.5 97.1 96.6 96 9 96 5 97 3 95 6 97 2 94 0 94 7 98 0 97.4 97.9 98.4 99.1 95.2 GEOTECHNICAL CONSULTANTS PLATE 6 reed engineerin, g Date 01-17-96 01-22-96 01-31-96 02-01-96 Test No. 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 Footnotes: PARKWEST COMMERCE CENTER AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. i Field Density Tests (Continued) Location Depth Com- Below Unit pac- Final Dry Moisture tion S.G. Weight Content Curve Level (feet) (pcf) (%) No. (%) 100'S, 200'S, 300'S, 400'S, 15'N, 100'S 550'S 100'S 2'N 2'N 2'N 2'N 30'N 30'N 40'N 35'N 30'N 25'N 30'N, 65'W(3 5) 65'W(3 5) 65'W(3 5) 65'W(3 5) 81'W(1 3) 30'E(1 3) 50'E(1 3) 45'E(1,3) 30'E(4) 30'W(3,4) 80'W(3,4) 120'W(3,4) 80'E(6) 175'E(6) 75'E(6) 80'E(6) 160'E(6) 170'E(6) 50'E(6) 25'N, 175'E(6) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 4 0 4 0 3 0 3 0 2 5 2 0 2 5 2 0 1 0 1 0 100.0 98.5 98.5 101.5 103.0 100.4 102.0 101.4 98.6 100.4 98.2 98.5 100.0 97.5 95.2 96.3 94.7 95.2 94.0 94.9 24 0 26 3 26 3 25 1 23 3 22 0 21 5 24 1 25 1 24 1 22 4 24 5 24 0 26 2 24 9 25.4 24.3 24.7 23.8 23.1 2 2 2 2 2 3 2 2 2 2 2 2 3 3 1 1 1 1 1 1 96 7 95 2 95 2 98 1 99 6 99 0 99 1 98 1 95 3 97.0 95.0 95.2 98.6 96.2 97.3 98.5 96.8 97.3 96.1 97.0 (1) (2) (3) Measurements referenced from N.E. corner. Measurements referenced from S.E. corner. Test performed on paving subgrade. building building GEOTECHNICAL CONSULTANTS . PLATE 7 · · reed engineering Footnotes: (4) (s) (6) PAREWEST COH~ERCE CENTER AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. 1 Field Density Tests (Continued) Measurements referenced from S.W. building corner. Measurements referenced from N.W. building corner. Measurements referenced from S.W. corner of the south parking lot. GEOTECHNICAL CONSULTANTS -- PLATE 8 · ~ reed engineering 116 114 112 108 / \ \ / , \ ! \ / \ / '~ / \ t \ 8 10 12 14 16 18 Moisture Content (%) Standard Proctor Compaction Test No. 4 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 Sieve size material Boring No. -- Location Parkwest Commerce Center, Phase II Coppell, Texas Depth - Sample No. __ Classification Reddish brown clayey sand "Select; fil 1" Liquid Limit 26 % Maximum Unit 14 115.4 Plastic Limit % Dry Weight Plasticity Index 12 Optimum Moisture Content 13.4 OPTIMUM MOISTURE DENSITY CURVE PLATE 9 GEOTECHNICAL CONSULTANTS '