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Freeport NIP(3)-LR 951103reed engineering GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: CONCRETE COMPRESSION TEST REPORT 47 2317.2 REPORT NO.: JOB NO.: Craftmade PROJECT: Leave-out - 5'S, 30'W of NE building LOCA~O,: corner 11/03/95 4000 PSI 10/90 yds ARCHITECT/ENGINEER: Gromatzky Dupree and Associates SAMPLED BY: F. Palmer CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BYORDEROF: Client 12/01/95 11 / 10 / 9 5(A~DER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMl 10301 CMl10302 CMl10303 132,800 135,300 28 28 4700 4790 MAXIMUM LOAD, LBS: 10 5 , 4 0 0 7 AGE WHEN TESTED, DAYS: 3730 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 4750 ~PE BREAK: CONICAL ~.N.O.) REM~KS: Does comply with Specification TIME OF SAMPLE: 0 2: 4 0 SOURCE OF CONCRETE: TXI METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 11 / 04 / 95 TRANSPORTED BY Re e d TEMPERATURE: AMBIENT 4 9 -F MIX 6 9 -F, AIR CONTENT %'0. SLUMP 5 . 5 0 AI~PM, PICK-UP CHARGE: YI~ MIX CODE: 3 9 TICKET NO,: 4 8 5 3 9 5 UNIT WEIGHT FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): YIELD INCHES NO PCF CFICY DIOR,BUrN: (1) M.E.P.C. American Properties/Mr. Rob Ahmut, (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCra: (1) Eckland Consultants, Inc./Mr. Jerry Holstru~ (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis TESTMETHCOS: A~M C31, C~, C1~, C1~, C192, C231,ORC1~ PAGE ~ OF i 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35(~O019 /'~ ~'~ ~eed enginMm-ing '1 94 .90 { ~ \ · :88 \~ -\ ; 19.~ 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 Depth - Sample No. ~ Classification 4 inch diarn~er mold #4 Sieve ~ze mateHa MEPC - Coppell Coppell, Texas Dark gray.clay Uquid Umit % Plastic Limit % Plasticity Index Maximum Unit Dry Weight Optimum Moisture Content 92~8 23'L6 % OPTIMUM MOISTURE DENSITY CURVE GEOTECHNICAL CONSULTANTS DI ATE I 110 108 104 102 11 13 15 17 19 21 Moisture Content (%) Standard Proctor 25 and 12 inch drop using 4 inch diameter mold Test performed on minus //4 Sieve size material Boring No. -- Location MEPC - Coppel 1 Coppell ~ Texas Depth - Sample No. ~ Classification Compaction Test No. 2 .. blows per each of 3 layers, with 5.5pound hammer Dark brown sandy cl~Y Uquid Umit % Maximum Unit Plastic Umit % D~y Weight 108.4 pcf Plasticity Index Optimum Moisture Content 15.5 % OPTIMUM MOISTURE DENSITY CURVE GEOTECHNICAL CONSULTANTS , reed engineeri .rig M.E.P.C. ROYAL LANE SPECIALITY BUILDING ROYAL LANE AT CREEl(VIEW DRIVE COPPELL, TEXAS REPORT NO' I Date 06-07-95 06-08-95 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) Field Density Tests Depth Com- Below Unit pac- Final Dry Moisture tion S.G. Weight Content Curve Level (feet) (pcf) (%) NO, (%) 1.7 2 8 1 7 1 8 1 8 2 8 2 8 2 8 2.0 1.0 1.0 1.5 2.0 2.5 2.0 1.8 0.8 0.5 0.5 0 7 1 0 2 0 2 0 1 0 0 6 0 4 0 4 0.6 1.0 1.8 1.8 1.0 0.8 0.5 97.1 21.5 1 104.6a 97.8 22.2 1 105.4b 89.4 28.3 1 96.3A 90.9 27.4 1 98.0 90.8 27.7 1 97.5 89.5 27.9 1 96.4B 88.4 29.0 1 95.5 87.3 30.0 1 94.1 89.0 27.8 1 95.9 85.9 29.8 1 92.6 87.9 29.1 1 94.7 85.4 29.0 1 92.0 86.8 28.6 1 93.5 90.0 27.4 1 97.0 88.6 30.5 1 95.5 90.9 28.1 1 98.0 90.9 26.1 1 98.0 89.4 28.0 1 96.3 89.0 28.8 1 95.9 86.4 30.8 1 93.1 85.6 31.1 i 92.2 86.8 29.6 1 93.5 89.4 30.0 1 96.3 87.8 30.6 1 94.6 87.4 30.1 1 94.2 88.6 29.5 1 95.5 89.0 30.6 1 95.9 87.9 29.1 1 94.7 86.8 30.3 I 93.5 86.7 30.1 i 93.4 87.6 30.0 1 94.4 87.5 29.3 1 94.3 87.8 29.3 1 94.6 86.8 30.9 1 93.5 GEOTECHNICAL CONSUL17kNTS PLATE 3 M. E. P. C. ROYAL LANE SPECIALITY BUILDING ROYAL LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. I Date 06-08-95 06-09-95 Test No. Location Field Density Tests (Continued) Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 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 ) 0.8 ) 0.8 ) 1.5 ) 2 5 ) 2 5 ) 2 0 ) 1 o ) o 8 ) 0 7 ) o 7 ) 2 0 ) 2 5 ) 0 4 ) 0 6 ) 2 0 ) 2 0 ) 1 8 ) .1 8 ) 1 6 ) i 6 ) 1 8 ) 1.8 ) 1.8 ) ~..8 ) 2.0 ) 2.0 ) 2.o ) 2 0 ) 2 0 ) 1 o ) o 6 ) 0 7 ) 1 o 90 6 90 7 90 9 90 8 90 9 86 4 90 6 90.0 90 9 86 9 90 9 90 3 88 9 90 8 90 7 89 5 88.6 87.3 89.0 87.5 87.8 86 3 88 6 89 5 90 0 88 1 86 0 88 5 88 1 90.1 88.9 90.4 89.1 Com- pac- Moisture tion Content Curve Level (%) NO, (%) 29.2 i 97.6 27.7 1 97.7 27.2 1 98.0 28.2 1 97.9 28.1 1 98.0 30.2 1 93.1 27.5 1 97.6 29.0 1 97.0 28.8 1 98.0 27.8 1 93.6 27.7 1 98.0 26.8 1 97.3 28.9 1 95.8 27.6 1 97.8 26.9 1 97.7 28.0 1 96.4 29.2 1 95.5 30.0 1 94.1 28.1 1 95.9 28.0 1 94.3 29.3 1 94.6 30.5 1 93.0 27.1 1 95.5 27.4 I 96.4 28.0 1 97.0 27.8 I 94.9 27.9 1 92.7 28.3 1 95.4 27.8 1 94.9 27.7 i 97.1 29.0 1 95.8 27.8 I 97.4 31.3 1 96.0 GEOTECHNICAL CONSULTANTS PLATE 4 reed en, gineeri .rig 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 BUILDING LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. I Field Density Tests (Continued) Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 1.4 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 28.0 Co~- pac- tion Curve Level No, (%) 97.2 97.8 93.2 98.0 95.4 93.8 97.8 98.0 97.0 96.1 92.3 94.0 97.7 90.8 97.8 94.6 94.8 93.6 97.7 97.7 96.2 97.5 97.8 95.4 96.0 96.2 95.O 97.1 95.5 92.0 96.9 95.2 GEOTECHNICAL CONSULTANTS , PLATE 5 ' ' ~,,q~, ~ reed engineerin, g 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 LANE SPECIALITY BUILDING ROYAL LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. i Field Density Tests (Continued) Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 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, 3.0' 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) 1.2 1.2 1.2 1.2 1.3 1.3 1.0 1 0 1 0 1 0 1 0 1 0 0 3 0 4 0 4 0 5 0 5 0 5 0 5 0 6 0 6 0.7 0.5 0.5 0.4 0.7 0.7 0.8 0.2 0.2 0.2 0.4 0.7 86.1 90.8 94.6 97.0 90.2 90.5 90.4 89.2 90 8 90 3 90 8 87 4 90 8 90 9 88.6 89.9 89.8 88.4 87.8 87.0 88.5 89.5 85.6 85.6 89.8 85.4 87.8 90.2 86.9 87.3 88.0 86.6 86.5 Moisture Content (%) 29.6 27.2 25.3 24.7 28.4 28.3 26.6 26.8 27.2 27.5 27.3 29 5 26 6 27 2 30 0 29 6 29 8 30 7 30 6 31 0 30 6 30 8 31 4 32.7 29.3 31.7 30.0 30.0 31.8 30.1 29.7 31.9 32.4 Com- pac- tion Curve Level No, (%) 1 92.8 1 97.8 1/2 94.0 1/2 96.4 1 97.2 1 97.5 1 97.4 1 96.1 1 97.8 1 97.3 1 97.8 1 94.2 1 97.8 1 98.0 1 95.5 1 96.9 1 96.8 1 95.3 1 94.6 1 93.8 1 95.4 1 96.4 1 92.2 1 92.2 1 96.8 1 92.0 1 94.6 1 97.2 1 93.6 1 94.1 1 94.8 1 93.3 1 93.2 GEOrTECHNICAL CONSULTANTS · PLATE 6 Test Date No. 06-13-95 133 Footnotes: M. E . P . C . ROYAL LANE SPECIALITY BUILDING ROYAL LANE AT CREEKVIEW 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, (%) 475' S, 60'E(2) 0.7 87.4 29.9 i 94.2 (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 CONSULTANTS PLATE 7