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Gulf Bearing-LR 950623 (2)
TECHNOLOGIES, INC./SOUTI-IWES LABORATORIES M~rials, Environmental and Gcoteclmical Consultation, Fun~lnmcntal Testing and Analytical Servica~ P.O. Box 224227 ° 2575 Lone Star Drive * Dallas, Texas 75212 * 214/631-2700 Metro 263-1133 REPORT NO: 26656 CLIENT: Gulf Bearing, Inc. DATE: June 23, 1995 The tabular data is available upon request. COMBINED OVERALL VALUE RESULTS: 90% Conf, Range 90% Conf, Range PLACEMENT Ff - + FI - + 3A 56.3 50.7 61.9 25.6 2~.8 29.3 3B 56.3 50.9 61.7 66.5 so.8 82.2 30 58.2 52.6 63.7 65.1 49.8 80.5 3D 54.1 48.9 59.3 88.6 67.7 109.0 COMMENTS suPeri°r to the specified limits. TECHNICIAN: F. Tisdale · Based upon the number o! samples taken, there is a 90% certainty that the actual F-Numbers of the surfaces surveyed will fall within the range which follow the respective estimated Flatness and Levelness F-Numbers. SPECIFIED LIMITS : Spec'ified Overall Value - Ff 35 Specified Overall Value - Fl 24 : The Composite F-Numbers on this placement are Maxim Technologies Inc./Southwestern Laboratories Tim Begole, Construction Materials Engineering Division PROJECT: Gulf Bearing, Coppell, Texas CLIENT NO: 3200037 A FLOOR SURFACE ANALYSIS LOCATION SURVEYED (Cast 6/22/95): Placement 3A - Slab on Grade, A.5 to D.5 i 2.3 to 2.7 Placement 3B - Slab on Grade, A.5 to C.5 1 3.5 to 3.75 Placement 3C - Slab on Grade, A.5 to C.5 i 4.5 to 4.75 Placement 3D - Slab on Grade, A.5 to C.5 1 9.75 to 10.0 ASTM STANDARD : ASTM E 1155 INSTRUMENT USED : "Dipstick", manufactured by Face Technologies; Norfolk, Virginia SAMPLING METHOD : Point elevations were measured at regular 1-2 inch intervals along straight lines up to 19 feet in length. The elevation differences between all adjacent reading points, the arithmetic differences between all adjacent 12 inch elevation differences, and the elevation differences between all points separated 10 feet were then calculated. Estimates of the floor's flatness and level- ness F-Numbers (Fl & FI) were obtained through a statistical analysis of these calculated profile values. MAXIM TECHNOLOGIES, INC./SOUTHWESTERN LABORATORIES CLIENT: Gulf Bearing, Inc. PROJECT: Gulf Bearing, Coppell, Texas REPORT NO: 26656 DATE: June 23, 1995 CLIENT NO: 3200037 A FLOOR SURFACE ANALYSIS LOCATION SURVEYED (Cast 6/22/95): Placement 3A - Slab on Grade, A.5 to D.5 / 2.3 to 2.7 Placement 3B - Slab on Grade, A.5 to C.5 / 3.5 to 3.75 Placement 3C - Slab on Grade, A.5 to C.5 / 4,5 to 4.75 Placement 3D - Slab on Grade, A.5 to C,5 / 9.75 to 10.0 90% Conf. Range Survey Line Pts. Ff - + 3 A - 1 19 56.83 4o.43 73.23 3 A - 2 19 66.37 47.21 85.53 3 A - 3 19 67.97 48.35 87,59 3 A - 4 19 64.49 45.88 83.1o 3 A - 5 1 9 75.54 53.74 97.34 3 A - 6 19 76.16 54.18 98.14 3 A - 7 19 46.26 32.91 59.61 3 A - 8 19 37.53 26.70 48.36 90% Conf, Range FI - + 14.46 lo.29 18.63 28.85 20.52 37.18 39.70 28.24 51.16 42.86 30.49 ss.23 26.78 19.05 34.51 31,84 22.s5 41.o3 32.33 23.00 41.66 27.61 19.s4 3s.s~ OVERA~E::AREA Pts. i::i 152 56,3 50;70 61:90: 3 B - 9 12 55.70 35.89 75.51 3 B - 10 12 40.11 25.85 54.37 3 B - 11 12 83.48 53,79 113.17 3 B - 12 12 61.75 39.79 83.71 3 B - 13 12 60.65 39.o8 82.22 3 B - 14 12 44.70 28,80 60.60 3 B - 15 12 49,73 32.05 67.41 3 B - 16 12 39.74 25.61 53.87 3 B - 17 12 61.29 39.50 83.08 3 B - 18 12 101,70 65.54 137.85 3 B - 19 12 101.87 es.ss 138.o9 3 B - 20 1 2 57.20 36.86 77.54 3 B - 21 12 72.76 46.89 98.63 3 B - 22 12 57.87 37.29 78.45 OVERALL AREA Pts. - + COMBi:NED!:: 168 56.3 5o.9o 61.70 3 C - 23 12 67.13 43.26 91.oo 3 C - 24 12 62.40 4o.21 84.59 3 C - 25 12 84.79 54.64 114.94 3 C - 26 12 64.60 41.63 87.57 3 C - 27 12 50.74 32.70 68.78 3 C - 28 12 59.80 38.54 81.o6 3 C - 29 12 63.84 41.14 86.54 71.51 4e.o8 ss.94 87.92 ss.ss 119.18 193.15 124.47 281.83 60.23 38.81 81.85 43.1 9 27.83 ~a.ss 83.74 S3.9~ 113.52 68.92 44.41 93.43 37.35 24,o7 so.63 103.43 ss.ss 14o.21 160.73 lO3.57 217.89 77.72 5o.o6 lOS.35 76.66 49.4o lO3.92 53.75 34.54 72.88 87.33 se.28 118.38 FI;: 66:5: 81.08 52.25 109.91 64.46 41.54 87.38 160.54 lO3.45 217.63 66.35 42.78 89.94 147,32 04.93 lo9.71 76.08 49.03 103.13 120.75 77.81 lS3.se MAXIM TEC,HNOLO~GIES, INC./SOUTHWESTERN LABORATORIES CLIENT: Gulf Bearing, Inc. PROJECT: Gulf Bearing, Coppell, Texas REPORT NO: 26656 DATE: June 23, 1995 CLIENT NO: 3200037 A FLOOR SURFACE ANALYSIS LOCATION SURVEYED (Cast 6/22/95): Placement 3A - Slab on Grade, A.5 to D.5 / 2,3 to 2.7 Placement 3B - Slab on Grade, A.5 to C.5 / 3.5 to 3.75 Placement 3C - Slab on Grade, A.5 to C.5 / 4.5 to 4.75 Placement 3D - Slab on Grade, A.5 to C.5 / 9.75 to 10,0 90% Conf, Range Survey Line Pts. Ff - + 3 C - 30 12 65.90 42.47 89.33 3 C - 31 12 42.91 27.65 58.17 3 C - 32 12 53.47 34.46 72.48 3 C - 33 12 48.08 3o.98 65.18 3 C - 34 12 55.50 35.76 75.24 3 C - 35 12 57.19 36.85 77.53 3 C - 36 12 75.41 48.59 102.23 90% Conf. Range FI - + 46.49 29.96 83.02 35,48 22.86 48.10 54.90 35.38 74.42 58.17 37.48 78.86 100.87 65.oo 136.74 58.1 6 37.48 78.84 88.87 57.27 120.47 OVERAL~ AREA Pts. 168 58.2 52.60 63.70 .:! 3 D - 37 12 53.89 34.73 73.05 3 D - 38 12 92.14 69.38 124.9o 3 D - 39 12 47.20 30.42 63.98 3 D - 40 12 47.64 30.70 64.58 3 D - 41 12 81.48 52.51 11o.45 3 D - 42 12 56.04 36.11 75.97 3 D - 43 12 67.99 43.81 92.17 3 D - 44 12 54.97 35.42 74.52 3 D - 45 12 55.93 36.04 75.82 3 D - 46 12 85.31 54.97 115.65 3 D - 47 12 49.96 32.19 67.73 3 D - 48 12 39,26 28.3o 53.22 3 D - 49 12 38,73 24.96 52.50 3 D - 50 12 65.40 42.14 88.66 OVERALL AREA;~ Pts. - + 168 54.1 48.90 59.30 60.46 38.96 81.96 104.98 67.65 142.31 176.50 113.74 239.26 132.52 85.4o 179.84 166.89 lO7.54 226.24 70.75 45.59 95.91 1 12.46 72.47 152.45 69.87 45.02 ~4.72 86.53 ss.76 ~17.~ 1 00.54 54.79 138.29 90.47 sa.30 ~.84 68.52 44.15 92.86 108,53 69.94 147.12 111.19 71.65 150.73 FI 88:6 · Based upon the number of samples taken, there is a 90% certainty that the actual F-Numbers of the surfaces surveyed will fall within the ranges which follow the respective estimated Flatness and Levelness F-Numbers. SPECIFIED LIMITS · sPecified:overall Value - Ff 35 · ·Minimum Local Value - Ff ' ' -specified overall Value FI 24 : Minimum'Local Value - FI +2' +2" 0 0 0 10 20 36 40 50 File Path: A:%CULF3%l.F#S Craph I of 0 File Path: A:\COLF3\Z.F#S 2 ..............,. ........... ,.. ............ ..' ........................ ~ ........... ~ ............ ~ ............ 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