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Freeport NIP(7.5)-LR010607REPORT OF FLOOR FLATNESS INSPECTION F~NGINEF_5~, [NC 8901 C.a~eme~ Freeway, Suite lO0 Dallas, Texas 75247 DATE OF SERVICE: 06/07/01 REPORT NO.: 9401 ! 192.0007 CLIENT NO.: 2691 PROJECT NO.: 9401 ! 192 CLIENT: Reed Enginering 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 #7, lines J to L and 16 to 22 DATE OF PLACEMENT: 06/06/0 ! APPROXIMATE AREA: 32,550 square feet ASTM STANDARD: ASTM E 1155 INSTRUMENT USED: "Dipstick 2000", manufactured by Face Technologies SAMPUNG 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 (FF) 60.50 (62.46 - 58.54) Combined Levelness F-Number (FO 36.61 (37.88 - 35.33) *Based upon the number of samples taken, there is a 90% certainty, that the actual F-Numbers of the surface surveyed will fall within the ranges which follow the respective estimated Flamess and Levelness F-Numbers. SPECIFIED LIMITS: FF - Specified Overall Value: 35 FF - Minimum Local Value: 17 FL - Specified Overall Value: 25 FL - .Minimum Local Value: 15 COMMENTS: Technician: B. Ethem. P.G. Report Distribution: Engineering, Inc. (1) Reed Engineering Group Project Manager ss ~is ~pO~ IS O~lUSiv~y for tBo USO ~ :hO client ind:cal~ abov~ an~ $h~l not Be ~md~ in full ~th~t ~en ~p~ ~ H~ Engi~edng. Inc_ 8901 C~'penter F'meway, Suite 100 DelI~ Tcxe.s 7524'/ PROJECT NAME: FREEPORT 9 PROJECT NO.: 94011192 DATE PLACED: 06/06/2001 REPORT NO.: 94011192.0007 DATE TESTED: 06/07/2001 SLAB-ON-GRADE, POUR #7 j L 16 ~ RUN 01 RUN 02 ~ RUN O7 RUN O3 350.0' ,=, w RUN 08 RUN 09 RUN 04 ~ RUN 05 RUN 06 RUN 11 RUN 12 22 RUN 10 93.0' NORTH SLAB-ON-GRADE, POUR #7 NOT TO SCALE Combined Test Section DATA\94011192 FREEPORT9 POUR7 Run Name No. Rdgs measured Ff measured F1 Run01 75 61.92 <53.07-70.78> 32.06 <27.11-37.01> Run02 75 70.69 <60.58-80.80> 68.14 <57.62-78.66> Run03 75 63.42 <54.35-72.49> 50.47 <42.68-58.26> Run04 75 90.76 <77.78-103.74> 64.11 <54.21-74.01> Run05 75 59.19 <50.72-67.66> 43.87 <37.09-50.64> Run06 75 65.24 <55.91-74.57> 42.13 <35.63-48.64> Run07 75 56.46 <48.38-64.53> 33.73 <28.52-38.94> Run08 75 42.18 <36.15-48.21> 31.93 <27.00-36.86> Run09 75 56.64 <48.54-64.74> 30.13 <25.48-34.78> Runl0 80 52.93 <45.62-60.24> 26.17 <22.28-30.05> Runll 75 71.07 <60.91-81.24> 32.08 <27.13-37.04> Runl2 75 74.74 <64.05-85.43> 40.81 <34.50-47.11> Totals: 905 60.50 <62.46-58.54> 36.61 <37.88-35.33> Spec Ff: 35 Floor area above Ff Spec: 8410 sq feet. Spec Fl: 25 Floor area above F1 Spec: 5933 sq feet. HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR7 Run01 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 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 : 61.92 <53.07-70.78> Specified F1 : 25.00 Measured F1 : 32.06 <27.11-37.01> 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 POUR7 RunOl ' ' ~ , : , ' ' ," ~ i ' .......... .............................. ...' ........ ~' .........· ......... ," ........~, .........~, ................... ,.- .................................................................... ~ · ~P , , , '~' , .... ~, ........ l ....... ~ '~"~ .......................... ~ ...... ~ ..... ~ .......... ; ;'"~' ':;-:_~-.~ ...... r ........ ~,---' ..... '~ ......... '~ ..... ~ .... -~ ........ :-=.-,-~_ ........ J---; ........ -'-----~-*-~, .......... , ~ ..................... ~ ........ ~ .................................................................................................. 0 2O 4O 6D BD Ff = 61.92 <53.07-70.78> FI = 32.06 <:27.11-37.01> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR7 Run02 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 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 : 70.69 <60.58-80.80> Specified F1 : 25.00 Measured F1 : 68.14 <57.62-78.66> 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§ POUR7 RunO2 .......... ~ ........ ~ ......... : .... ~ ........ ~ ...... :.'.'~~ ..... ~..~:'.':.'::::: ......... : ; D 2D 40 §D 80 feel Ff = 70.69 <60.58-80.80> FI = 68.14 <57.62-78.66> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR7 Run03 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 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 : 63.42 <54.35-72.49> Specified F1 : 25.00 Measured F1 : 50.47 <42.68-58.26> 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 POUR7 RunO5 08 ....... ----; ........ -~ .......... ;- ........ ; ......... *" ................... ~ ........ ; ......... ; ................... ; ........ ; ......... ; ......... D§. ~. ........ ; ; ; , , , , ; ' , -O. B ......................................................................................................................... - - - · - · ,;- ............................. I D 2O 4O 6D BD feel Ff = 63.4.2 <54.35-72.49> FI = 50.47 <4.2.68-58.26> DIPSTICK SURVEY REPORT DATA~94011192 FREEPORT9 POUR7 Run04 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 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 : 90.76 <77.78-103.74> Specified F1 : 25.00 Measured F1 : 64.11 <54.21-74.01> 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§ POUR7 RunD4 D 20 40 60 80 feel Ff = 90.76 <77.78-103.74> FI = 64.11 <54.21-74.01> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR7 Run05 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 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 : 59.19 <50.72-67.66> Specified F1 : 25.00 Measured F1 : 43.87 <37.09-50.64> 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 POUR7 Run05 D 20 40 BO 80 feel Ff = 59.19 <50.72-67.66> FI = 43.87 <~7.09 -50.6 4> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR7 Run06 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 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 : 65.24 <55.91-74.57> Specified F1 : 25.00 Measured F1 : 42.13 <35.63-48.64> 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 POUR7 RunO§ ," '; , ;' " , " I I , '; " I " '; ": , ~ I ' 02 ......... .......... ":, ............................. ;" .................. 1 ......... ::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::: ::::::::::. :::::::: ,:::::::::.:::::::::: ::::::::::::::::::::::::::::::::::::::::: -0.8 ................... '~. ............................. .; .................. , - .~ ................................................................" " '" " I "' "; " ," " D 20 40 BO 80 feet' Ff = 65,24. <55,91-74,57> FI- 4.2,13 <35,63-4.8,64> DIPSTICK SURVEY REPORT DATA~94011192 FREEPORT9 POUR7 Run07 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 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 : 56.46 <48.38-64.53> Specified F1 : 25.00 Measured F1 : 33.73 <28.52-38.94> 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 POUR7 RunD7 ....................................... , - ~ .................. ~ ........ ~ .................... 04 : ' ,. ,. ' ; , ; ~ , , , ::::::::::'~ :::::::: .~ :-'::::::: ii:::::::.': ::::::::::' i :::::::: ~i::::::::: i'::::::::: :::::::::: i ::::::-': ~'::::::::: i'::::::::: ::::::::::.:::':::: ! i'::::::::: ! ::'::::::i ' ~ 0 ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: .... i ........ i ......... ! ......... .-~2 ' ; 4 , 0 2O 4O 6O 80 feel Ff = 56.46 <48.38-64.53> FI = 33.73 <28.52-38.94> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR7 Run08 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 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 : 42.18 <36.15-48.21> Specified F1 : 25.00 Measured F1 : 31.93 <27.00-36.86> 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 POUR7 RunO8 0 20 40 60 80 fee~ Ff = 42.18 <:36.15-48.21> FI = 31.93 <:27.00-36.86> DIPSTICK SURVEY REPORT DATA%94011192 FREEPORT9 POUR7 Run09 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 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 : 56.64 <48.54-64.74> Specified F1 : 25.00 Measured F1 : 30.13 <25.48-34.78> 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 POUR7 RunO9  D ............. ~2 ............. DB ~ ~" " 0 20 40 6D 8D feel' Ff = 56.64 <48.54-64.74> FI = 30.13 <25.4.8-34.78> DIPSTICK SURVEY REPORT' DATA\94011192 FREEPORT9 POUR7 Runl0 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 Run Length : 80 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 : 52.93 <45.62-60.24> Specified F1 : 25.00 Measured F1 : 26.17 <22.28-30.05> 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 POUR7 RunlO , , , , , ~ ; ; ~ 0 ::~ ::::::i::::::::::::::::::::::::::::::::::::::: ! 0 20 40 60 80 100 feet Ff = 52.93 <45.62-60.24.> FI - 26.17 <22.28-30.05> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR7 Runll Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 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 : 71.07 <60.91-81.24> Specified F1 : 25.00 Measured F1 : 32.08 <27.13-37.04> 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 POUR7 Run1 1 04 .._ . . . -O. 6 .......... .; .................. ~. ............................ ~. .................................................................................................. O 20 40 BO 80 feel Ff = 71.07 <60.91-81.24> FI = .52.08 <27.1,.5-37.04> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR7 Runl2 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/07/101 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 : 74.74 <64..05-85.43> Specified F1 : 25.00 Measured F1 : 40.81 <34.50-47.11> 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 FREEPORTB POUR7 Run12 O 20 4.0 BO 80 feel Ff = 74.74. <64.05-85.43> FI = 40.81 <34.50-47.11>