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Freeport NIP(3)-LR 950616
June 16, 1995 Project No. 2317.2 Report No. 1 reed engineering GEOTECHNICAL CONSULTANTS M.E.P.C. American Properties, Inc. 15303 Dallas Parkway, Suite 100, LB-10 Dallas, Texas 75248 ATTN: Mr. Marty Alleman Re: Construction Materials Testing M.E.P.C. - Royal Lane Specialty Building Royal Lane at Creekview Drive Coppell, Texas Gentlemen: Submitted here are the results of testing and observation of construction materials at the referenced project. This report addresses the activities for the period of June 7 through 13, 1995. On june 7, 1995~' two'samples of the natural subgrade were~obtained and returned to the laboratory for development of optimum moisture- density relationships (Standard Proctor Curves). Test results are attached as Plates 1 and 2. During the period of June 7 through 13, 1995, a total of 133 field' density tests were taken on subgrade and natural fill.~ Test results are shown on Plates 3 through 7. Where tested, materials were found to be in compliance with project specifications, except as noted. Where materials were not in compliance, the soils were reworked and retested. Test failures and retests are noted in lower and upper case letters, respectively. 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX)214/~50-0019 M.E.P.C. American Properties, InC. Project No. 2317.2/Report No. 1 June 16, 1995 Page 2 If you have any questions, do not hesitate to call. Sincerely, Ronald F. Reed, P.E. RFR/msm copies submitted: INC. (1) M.E.P.C. American Properties, Inc./ Mr. Marry Alleman (1) Meinhardt & Quintana/Mr. David Meinhardt ~1) McFadden & Miller/Mr. John Jacobson '94 92 .90 :88 .. 86 197 21' 23. 2.5 '27 29 Moisture Content (%) Standard Proctor Compaction Test No. 1 25 blows per each of 3 layers, with 5.5 pound hammer and 12 inch drop using Test performed on minus Boring No. -- Location 4 inch diameter mold #4 Sieve size material MEPC - C0ppell Coppel 1, Texas Depth - Sample No. __ Classification Dark gray. cl ay Uquid Limit % Maximum Unit Plastic Umit % Dry Weight Plasticity Index Optimum Moisture Content 92;.8 23L6 OPTIMUM MOISTURE DENSITY CURVE GEOTECHNICAL CONSULTANTS Ol 6TE" I 110 108 106 104 102 11 13 15 17 19 21 Moisture Content (%) Standard Proctor Compaction Test No. 2 25 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. w Location Dep{h - Sample No. Classification #4 Sieve size maeH~ MEPC - Coppell Coppell~ Texas Dark brown sandy Liquid Umit % Maximum Unit Plastic Umit % Dry Weight 108.4 pcf Plasticity Index Optimum Moisture Content 15.5 % OPTIMUM MOISTURE DENSITY CURVE GEOTECHNICAL CONSULTANTS · I",1 ATE' 9 " /'" reed engineerin, g Date 06-07-95 06-08-95 M.E.P.C. ROYAL Test No. Location 1 25'N, 20'E (1) 2 25'N, 380'E(1) 3 25'N, 20'E(1) 4 25'N, ll0'E (1) 5 25'N,220'E(1) 6 25'N,380'E(1) 7 75'N,380'E(1) 8 75'N, 300'E (1) 9 75'N, 175'E (1) 10 75'N, 50'E(1) 11 125'N, 50'E(1) 12 125'N, 110' E (1) 13 125'N, 210'E (1) 14 125'N, 350'E(1) 15 80'N, 370'E (1) 16 80'N, 2'50' E (1) 17 80'N, 150'E(1) 18 80'N, 40'E(1) 19 125' N, 40'E(1) 20 125'N, 150'E(1) 21 125'N, 240' E (1) 22 125'N, 350' E (1) 23 175'N, 360'E(1) 24 175'N, 275'E(1) 25 175'N, 155' E (1) 26 175'N, 25'E(1) 27 225'N, 40' E(1) 28 225'N, ll0'E (1) 29 225'N, 240'E (1) 30 225'N, 360'E(1) 31 275'N, 365'E(1) 32 275'N, 285'E (1) 33 275'N, 175'E(1) 34 275'N, 90'E(1) ROYAL LANE SPECIALITY BUILDINa LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. I Field Density Tests Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 1.7 97.1 2.8 97.8 1.7 89.4 1.8 90.9 1.8 90.8 2.8 89.5 2.8 88.4 2.8 87.3 2.0 89.0 1.0 85.9 1.0 87.9 1.5 85.4 2.0 86.8 2.5 90.0 2.0 88.6 1 8 90.9 0 8 90.9 0 5 89.4 0 5 89.0 0 7 86.4 1 0 85.6 2 0 86.8 2 0 89.4 1 0 87.8 0 6 87.4 0.4 88.6 0.4 89.0 0.6 87.9 1.0 86.8 1.8 86.7 1.8 87.6 1.0 87.5 0.8 87.8 0.5 86.8 Moisture Content (%) 21.5 22.2 28.3 27.4 27.7 27.9 29.0 30.0 27.8 29.8 29.1 29.0 28.6 27.4 30.5 28.1 26.1 28.0 28.8 30.8 31.1 29.6 30.0 30.6 30.1 29.5 30.6 29.1 30.3 30.1 30.0 29.3 29.3 30.9 Com- pac- tion Curve Level No, (%) 104.6a 105.4b 96.3A 98.0 97.5 96.4B 95.5 94.1 95.9 92.6 94.7 92.0 93.5 97.0 95.5 98.0 98.0 96.3 95.9 93.1 92.2 93.5 96.3 94.6 94.2 95.5 95.9 94.7 93.5 93.4 94.4 94.3 94.6 93.5 GEOTECHNICAL CONSULTANTS PLATE 3 Date 06-08-95 06-09-95 M.E.P.C. ROYAL Test No. Location 35 175'N, 40'E(1) 36 175'N, ll0'E (1) 37 175'N, 260'E (1) 38 175'N, 350'E (1) 39 225'N, 360'E (1) 40 225'N, 275'E (1) 41 225'N, 150'E (1) 42 225'N, 30'E(1) 43 275'N, 40'E(1) 44 275'N, 125'E (1) 45 275'N, 220'E (1) 46 275'N, 375'E (1) 47 35'N, 30'E(1) 48 35'.N, 120' E (1) 49 35'N, 225'E (1) 50 35'N, 350'E(1) 51 875'N, 375'E (1) 52 825'N, 375'E (1) 53 775'N, 375' E (1) 54 725'N, 375' E (1) 55 675'N, 375' E (1) 56 675'N, 375'E (1) 57 575'N, 375'E (1) 58 525'N, 375'E (1) 59 475'N, 375'E(1) 60 425'N, 375'E(1) 61 375'N, 375'E (1) 62 325'N, 310'E (1) 63 325'N, 240' E (1) 64 325'N, 120' E (1) 65 325'N, 40'E (1) 66 25'N, 135'E (1) 67 25'N, 225'E (1) ROYAL LANE SPECIALITY BUILDING LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. I Field Density Tests (Continued) Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 0.8 90.6 0.8 90.7 1.5 90 9 2.5 90 8 2.5 90 9 2.0 86 4 1.0 90 6 0.8 90 0 0.7 90 9 0 7 86.9 2 0 90.9 2 5 90.3 0 4 88.9 0 6 90.8 2 0 90.7 2 0 89.5 1 8 88.6 · 1 8 87.3 1 6 89.0 1 6 87.5 1.8 87.8 1.8 86.3 1.8 88.6 1.8 89.5 2.0 90.0 2.0 88.1 2.0 86.0 2.0 88 5 2.0 88 1 1.0 90 1 0.6 88 9 0.7 90 4 1.0 89 1 Moisture Content Curve (%) No, 29.2 1 27.7 1 27.2 1 28.2 1 28.1 1 30.2 1 27.5 1 29.0 1 28.8 1 27.8 1 27.7 26.8 1 28.9 1 27.6 1 26.9 1 28.0 1 29.2 1 30.0 1 28.1 1 28.0 29.3 1 30.5 1 27.1 1 27.4 28.0 1 27.8 27.9 1 28.3 1 27.8 1 27.7 1 29.0 1 27.8 1 31.3 1 Com- pac- tion Level (%) 97.6 97.7 98.0 97.9 98.0 93.1 97.6 97.0 98.0 93.6 98.0 97.3 95.8 97.8 97.7 96.4 95.5 94.1 95 9 94 3 94 6 93 0 95 5 96 4 97.0 94.9 92.7 95.4 94.9 97.1 95.8 97.4 96.0 GEOTECHNICAL CONSULTANTS , PLATE 4 reed en, gineerin, g Date 06-09-95 M.E.P.C. ROYAL Test No. Location 68 25'N, 350'E (1) 69 75'N, 340'E (1) 70 75'N, 275'E (1) 71 75'N, 150'E (1) 72 120'N, 140'E (1) 73 120'N, 260'E (1) 74 120'N, 350'E(1) 75 875'N, 210'E(1) 76 825'N, 210'E (1) 77 775'N, 210'E (1) 78 725'N, 210'E (1) 79 675'N, 210'E (1) 80 625'N, 210'E (1) 81 575'N, 210' E (1) 82 525'N, 2'10' E (1) 83 475'N, 210'E (1) 84 425'N, 210'E (1) 85 325'N, 210'E (1) 86 325'N, 30'E(1) 87 325'N, 105'E(1) 88 325'N, 245'E (1) 89 325'N, 350'E (1) 90 875'N, 275'E (1) 91 875'N, 275'E (1) 92 775'N, 275'E (1) 93 725'N, 275'E (1) 94 675'N, 275' E (1) 95 625'N, 275'E (1) 96 575'N, 275'E(1) 97 525'N, 275'E (1) 98 475'N, 275'E (1) 99 425'N, 275'E (1) ROYAL LANE SPECIALITY BUILDIN~ LANE AT CREEKVIEWDRIVE COPPELL, TEXAS REPORT NO. i Field Density Tests (Continued) Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 1.4 90.2 1.2 90.8 1.0 86.5 0.7 90.9 0.5 88.5 1.0 87.0 1.2 90.8 0.6 90.9 0.6 90.0 0.7 89.2 0.8 85.7 0.8 87.2 0.9 90.7 0.9 90.9 1.0 90.5 1.2 87.8 1.2 88.0 1.3 86.9 0.2 90.7 0.4 90.7 1.0 89.3 1.2 90.5 0.5 90.8 0.6 88.5 0.6 89.1 0.7 89.3 0.9 88.2 0.9 90.1 1.0 88.6 1.0 85.4 1.2 89.9 1.2 88.3 Moisture Content (%) 27.8 27.0 29.5 28.6 27.7 29.4 28.9 29.0 27.8 28.4 28.9 29.6 26.4 26 9 27 2 28 4 27 8 27 6 26 1 28.1 27.7 28.2 28.5 28.8 29.1 30.0 28.2 27.6 28.0 29.0 29.8 28.O Com- pac- tion Curve Level , No, (%) 1 97.2 1 97.8 1 93.2 1 98.0 1 95.4 1 93.8 1 97.8 1 98.0 1 97.0 1 96.1 1 92.3 1 94.0 1 97.7 1 90.8 1 97.8 1 94.6 1 94.8 1 93.6 1 97.7 1 97.7 1 96.2 1 97.5 1 97.8 1 95.4 1 96.0 1 96.2 1 95.0 1 97.1 1 95.5 1 92.0 1 96.9 I 95.2 GEOTECHNICAL CONSULTANTS . PLATE 5 Date. 06-09-95 06-10-95 06-13-95 Test No. 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 M.E.P.C. ROYAL Location 375'N, 275'E (1) 575'N, 380'E (1) 525'N, 380'E (1) 475'N, 380'E(1) 425'N, 380'E(1) 375'N, 380'E(1) 875'N,380'E (1) 825'N, 380'E (1) 775'N, 380'E (1) 725'N, 380'E (1) 675'N, 380'E(1) 625'S, 380'E(1) 25'S, 60'E(2) 75'S, 60'E (2) 125' S, 60'E(2) 175' S, 60'E (2) 225'S, 60'E(2) 275'S, 60'E(2) 325' S, 60'E(2) 375' S, 60'E(2) 425' S, 60'E(2) 475'S, 60'E(2) 225' S, 30'W (3) 275'S, 30'W(3) 325'S, 30'W(3) 375'S, 30'W(3) 425' S, 30'W(3) 525'S, 60'E(2) 25'S, 30'W(3) 75'S, 30'W(3) 125' S, 30'W(3) 175'S, 30'W(3) 475' S, 30'W(3) reed engineerin, g ROYAL LANE SPECIALITY BUILDING LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. i Field Density Tests (Continued) Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 1.2 86.1 1.2 90.8 1.2 94.6 1.2 97.0 1.3 90.2 1.3 90.5 1 0 90.4 1 0 89.2 1 0 90.8 1 0 90.3 1 0 90.8 1 0 87.4 0.3 90.8 0.4 90.9 0 4 88.6 0 5 89.9 0 5 89.8 0 5 88.4 0 5 87.8 0 6 87.0 0 6 88.5 0.7 89.5 0.5 85.6 0.5 85.6 0.4 89.8 0.7 85.4 0.7 87.8 0.8 90.2 0.2 86.9 0.2 87.3 0.2 88.0 0.4 86.6 0.7 86.5 Moisture Content Curve (%) No. 29.6 1 27.2 1 25.3 1/2 24.7 1/2 28.4 1 28.3 1 26.6 1 26.8 1 27.2 1 27.5 1 27.3 1 29.5 1 26.6 1 27 2 1 30 0 1 29 6 1 29 8 1 30 7 1 30 6 1 31.0 1 30.6 1 30.8 1 31.4 1 32.7 1 29.3 1 31.7 1 30.0 1 30.0 1 31.8 1 30.1 1 29.7 31.9 1 32.4 com- pac - tion Level (%) 92.8 97.8 94.0 96.4 97.2 97.5 97.4 96.1 97.8 97.3 97.8 94.2 97.8 98.0 95.5 96.9 96.8 95.3 94.6 93.8 95.4 96.4 92.2 92.2 96.8 92.0 94.6 97.2 93.6 94.1 94.8 93.3 93.2 GEOTECHNICAL CONSULTANTS PLATE 6 ~ engineeri ~ng M. E. P. C. ROYAL LANE SPECIALITY BUILDING ROYAL LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. i Test Date No. 06-13-95 133 Field Density Tests (Continued) Location Depth Com- Below Unit pac- Final Dry Moisture tion S.G. Weight Content Curve Level (feet) (pcf) (%) No. (%) 475' S, 60'E(2) 0.7 87.4 29.9 i 94.2 Footnotes: (1) (2) (3) Measurements referenced from S.W. corner of pad. Measurements referenced from N.W. corner of pad. Measurements referenced from N.E. corner of pad. GEOTECHNICAL CONSULTAN~ · PLATE 7