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Freeport NIP(7.5)-LR010611REPORT OF FLOOR FLATNESS INSPECTION ENGINEERING, 8901 C.,upente~ Freeway, Suit~ 100 Dallas, Texas 75247 DATE OF SERVICE: 06/11/01 REPORT NO.: 94011192.0009 CLIENT NO.: 2691 PROJECT NO.: 94011192 CLIENT: Reed Engincring Group PROJECT: Freeport 9 2424 Stutz Dr. Suite 400 ' NEC Bethel & Freeport Pkwy Dallas, Texas 75235 Irving, Texas A FLOOR SURFACE ANALYSIS LOCATION SURVEYED: Slab-on-Grade, Pour #9, lines G to $ and 16 to 22 DATE OF PLACEMENT: 06/08/0 ! APPROXIMATE AREA: 32,550 squ~e feet ASTM STANDARD: ASTM E 1155 INSTRUMENT USED: "Dipstick 2000", manufactured by Face Technologies SAMPLING METHOD: Point elevations were measured at regular 12 inch intervals along straight lines up to 75 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 levelness F-Numbers (FF and FL) were obtained through a statistical analysis of these calculated profile values. See attached reports for individual measurement line results. COMBINED OVERALL VALUE RESULTS: Combined Flatness F-Number (Fr) 60.92 (62.89 - 58.94) Combined Levelness F-Number (FO 38.83 (40.18 - 37.47) *Based upon the number of samples taken, there is a 90% certain~' that the actual F-Numbers of the surface surv~,ed will fall within the ranges x~/aich follow thc respective estimated Flatness and Levelness F-Numbers. SPECIFIED LIMITS: Fr - Specified Overall Value: 35 FF - Minimum Local Value: 17 FL - Specified Overall Value: 25 F~. - Minimum Local Value: 15 COMMENTS: Technician: B. Ethem. P.G. Report Distribution: Engineering, Inc. (1) Reed Engineering Group Project Manager SS This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of HBC Engineering, Inc. PROJECT NAME: FREEPORT 9 PROJECT NO.: 94011192 DATE PLACED: 0610812001 REPORT NO.: 94011192.0009 DATE TESTED: 06/1112001 SLAB-ON-GRADE, POUR #9 G J 16 RUN 01 RUN 02 ~ RUN 07 RUN 03 350.0' w ,~ RUN 08 RUN 09 RUN 04 RUN 05 RUN 06 w ~ RUN 12 RUN 11 22 RUN 10 93.0' NORTH SLAB-ON-GRADE, POUR #9 NOT TO SCALE Combined Test Section DATA\94011192 FREEPORT9 POUR9 Run Name No. Rdgs measured Ff measured F1 Run01 75 75.32 <64.54-86.09> 45.02 <38.07-51.97> Run02 75 52.62 <45.09-60.14> 37.20 <31.46-42.95> Run03 75 70.48 <60.40-80.56> 84.12 <71.13-97.11> Run04 75 49.34 <42.29-56.40> 48.58 <41.08-56.08> Run05 75 87.03 <74.59-99.48> 66.92 <56.58-77.25> Run06 75 95.19 <81.58-108.81> 62.74 <53.06-72.43> Run07 75 68.27 <58.50-78.03> 59.03 <49.92-68.15> Run08 75 74.95 <64.23-85.67> 54.37 <45.97-62.76> Run09 75 53.56 <45.90-61.22> 22..41.<18.95-25.87> Runl0 75 43.30 <37.10-49.49> 26.20 <22.16-30.25> Runll 75 69.15 <59.26-79.04> 48.41 <40.94-55.89> Runl2 75 52.83 <45.28-60.39> 28.85 <24.40-33.31> Totals: 900- 60.92 <62.89-58.94> 38.83 <40.18-37.47> Spec Ff: 35 Floor area above Ff Spec: 8656 sq feet. Spec Fl: 25 Floor area above F1 Spec: 6940 sq feet. HBC ENGINEERING, INC. 8901 CARPENTER FRW¥. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR9 RunO1 Report Date: 06/11/2001 Operator ID : Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 17.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 75.32 <64.54-86.09> Specified F1 : 25.00 Measured F1 : 45.02 <38.07-51.97> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORTB POURB RunD1 136 .......... ," .................. 1 ................... ." ........'; .........1 ................... ; ........ "; ............................. ,'" ........ "' .... "" ........... '-~ ........... ~ ................... ~- ........ -; ......... i ................... .:- ........ '~ ............................. :,- ........ ~ ......... { .......... ~ ,: !!! iiiiii:iiiiiiiiiii'~iiii:'":i::iiiiiii iiiiiiiii !:i!:!::': .... :::::::::::::::::::::::::::::::::: :::::::::!::::i · 2 :::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::: 0 20 40 60 80 feel Ff = 75.32 <64.54-86.09> FI = 45.02 <38.07-51.97> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR9 Run02 Report Date: 06/11/2001 Operator ID -: Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 17.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 52.62 <45.09-60.14> Specified F1 : 25.00 Measured F1 : 37.20 <31.46-42.95> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORT§ POURB RunD2 0 20 40 60 80 feel Ff = 52.62 <4.5.09-60.14> FI = ,.,Z7.20 <,.,Zl.46-42.95> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR9 Run03 Report Date: 06/11/2001 Operator ID : Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection' Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 17.0 Start Point Elev : 0.000000 F-NUMBERANALYSIS Specified Ff : 35.0 Measured Ff : 70.48 <60.40-80.56> Specified F1 : 25.00 Measured F1 : 84.12 <71.13-97.11> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORT9 POUR9 RunD3 O 20 40 60 BO feet 70.48 <60.40-80.56> FI = 84.12 <71.13-97.11> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR9 Run04 Report Date: 06/11/2001 Operator ID : Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 17.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 49.34 <42.29-56.40> Specified F1 : 25.00 Measured F1 : 48.58 <41.08-56.08> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORTB POUR§ RunO4 I 0 20 4D 60 80 feel Ff = 49.~4 <42.29-56.40:> FI = 4.8.58 <41.08-56.08:> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR9 Run05 Report Date: 06/11/2001 Operator ID : Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 17.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 87.03 <74.59-99.48> Specified F1 : 25.00 Measured F1 : 66.92 <56.58-77.25> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORT9 POUR9 Runic5 O 20 40 60 80 feel Ff' = 87.0,3 <74.59-99.4.8> FI = 66.92 <56.58-77.25> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR9 Run06 Report Date: 06/11/2001 Operator ID : Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 17.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 95.19 <81.58-108.81> Specified F1 : 25.00 Measured F1 : 62.74 <53.06-72.43> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORT9 POUR9 RunO6 D 20 40 60 80 feel Ff = 95.19 <:81.58-108.81> FI = 62.74 <:53.06-72.45> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR9 Run07 Report Date: 06/11/2001 Operator ID : Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 17.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 68.27 <58.50-78.03> Specified F1 : 25.00 Measured F1 : 59.03 <49.92-68.15> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORT9 POUR§ RunO7 I38 .......... . ................. 1 ; ......................................................................... , ........ ~ ................... ', (,q ...~...~.~ ..... .~. ........................................................................................................................ D 2D 40 6D 80 feel' Ff = 68.27 <58.50-78.0,T> FI = 59.0,T <4.9.92-68.15> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR9 Run08 Report Date: 06/11/2001 Operator ID : Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 17.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 74.95 <64.23-85.67> Specified F1 : 25.00 Measured F1 : 54.37 <45.97-62.76> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORTB POURB RunD8 0 2O 4O 60 8O feel F'f = 74.95 <:64.2,,,Z-85.67::> FI = 54..,_,Z7 <45.97-62.76:> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR9 Run09 Report Date: 06/11/2001 Operator ID : Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 17.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 53.56 <45.90-61.22> Specified F1 : 25.00 Measured F1 : 22.41 <18.95-25.87> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORTg POURg RunOg 0 2O 40 60 80 feel Ff = 53.56 <45.90-61.22:> FI = 22.4.1 <:18.95-25.87> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR9 Runl0 Report Date: 06/11/2001 Operator ID : Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local FI : 17.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 43.30 <37.10-49.49> Specified F1 : 25.00 Measured F1 : 26.20 <22.16-30.25> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORT§ POURB Run l0 0 20 40 60 80 feel Ff = 43.30 <37.10-49.49> FI = 26.20 <22.16-30.25> DIPSTICK SURVEY REPORT DATA~94011192 FREEPORT9 POUR9 Runll Report Date: 06/11/2001 Operator ID : Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 17.0 Start Point Elev : 0.000000 F-NUMBERANALYSIS Specified Ff : 35.0 Measured Ff : 69.15 <59.26-79.04> Specified F1 : 25.00 Measured F1 : 48.41 <40.94-55.89> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORTB POURB Run11 '---- '"'r '""'"r'"'"" '""'"':F~::'"'r:'""":"'"""'"'"'"'. , ::::::::::::::::::::::::::::: ......... .......... . ~- ........ - , ' ................... ----- .... . ; ............................. ~ ,..,. . .........; ........~. .................................................................... ;,. ........ .......... ; .................... .,. ............................. --~2 ' 04 ~ ' -O. 8 ................... ,; ............................. : ; ................. ....... i .................................................................................. O 20 40 BO 80 feel Ff = 69.15 <59.26-79.04> FI = 48.41 <4.0.94.-55.89> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR9 Runl2 Report Date: 06/11/2001 Operator ID : Bulent Ethem,PG Test Date: 06/11/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 20.0. Design Slope : N/A Min Local F1 : 17.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 52.83 <45.28-60.39> Specified F1 : 25.00 Measured F1 : 28.85 <24.40-33.31> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 FREEPORTB POURg Run l 2 0 20 4.0 60 80 feel Ff' = 52.83 <4.5.28-60.39> FI = 28.85 <24.40-33.31>