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Freeport NIP(7.5)-LR010606 ~NGINEF_RIIX~, hNC 8901 Ca.enter Fmc-way, Suite [00 DalI~, Texas 75247 DATE OF SERVICE: 06/06/01 REPORT NO.: 94011192.0006 CUENT NO.: 2691 PROJECT NO.: 94011192 CUENT: 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 #6, lines J to L and l0 to 16 DATE OF PLACEMENT: 06/05/01 APPROXIMATE AREA: 32,550 square 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 (FF) 46.77 (48.29 - 45.25) Combined Levelness F-Number (FL) 35.43 (36.66 - 34.19) *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 Flatness and Levelness F-Numbers. SPECIFIED LIMITS: FF - Specified Overall Value: 35 FF - Minimum Local Value: 17 Ft. - Specified Overall Value: 25 FL - Minimum Local Value: 15 COMMENTS: Technician: B. Ethem. P.G. Report Distribution: Engineering, Inc. (1) Reed Engineering Group This report is exclusively tor :ne use cf l.fle client iflflicatofl adore anti snail nol Da reprofluceQ tn lull m~OUl 8901 Caq~ter F-~nty, Suite 100 Dallas. Texa~ 75247 PROJECT NAME: FREEPORT 9 PROJECT NO.: 94011192 DATE PLACED: 06/05/2001 REPORT NO.: 94011192.0006 DATE TESTED: 06/06/2001 SLAB-ON-GRADE, POUR #6 C E 10 RUN 01 RUN 02 RUN 07 RUN 03 350.0' w RUN 08 RUN 09 RUN 04 RUN 05 RUN 06 RUN 11 RUN 12 16 RUN 10 93.0' NORTH SLAB-ON-GRADE, POUR #6 NOT TO SCALE Combined Test Section DATA\94011192 FREEPORT9 POUR6 Run Name No. Rdgs measured Ff measured F1 Run01 75 69.20 <59.30-79.10> 50.38 <42.60-58.16> Run02 75 81.56 <69.90-93.23> 50.36 <42.59-58.14> Run03 75 46.09 <39.50-52.68> 28.92 <24.46-33.39> Run04 75 38.97 <33.40-44.55> 44.64 <37.75-51.53> Run05 75 46.16 <39.56-52.77> 33.35 <28.20-38.50> Run06 75 37.14 <31.83-42.45> 29.49 <24.93-34.04> Run07 75 38.02 <32.59-43.46> 58.09 <49.12-67.06> Run08 75 47.19 <40.44-53.94> 37.19 <31.45-42.94> Run09 75 48.75 <41.78-55.72> 30.49 <25.78-35.20> Runl0 75 37.46 <32.10-42.82> 26.23 <22.18-30.28> Runll 75 68.38 <58.60-78.16> 44.25 <37.42-51.09> Runl2 75 56.26 <48.21-64.30> 32.13 <27.17-37.10> Totals: 900 46.77 <48.29-45.25> 35.43 <36.66-34.19> Spec Ff: 35 Floor area above Ff Spec: 4611 sq feet. Spec Fl: 25 Floor area above F1 Spec: 5527 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 POUR6 Run01 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 69.20 <59.30-79.10> Specified F1 : 25.00 Measured F1 : 50.38 <42.60-58.16> 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 POUR6 RunOl , i , ; , ; ; , , , .......... ;. ........ ,' ......... ~' ................... '.- ........ 4 .........' ' ' ' ; D4 .......... .......... ~. ...................................... '.. .................................................................. ,..... .... ,, ~. ........................... I D 20 ,4-0 60 80 feel Ff' = 69.20 <59.30-79.10> FI = 50..58 <4.2.60-58.16> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR6 Run02 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 81.56 <69.90-93.23> Specified F1 : 25.00 Measured F1 : 50.36 <42.59-58.14> 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§ POUR6 RunO2 .......... ~. ........ .~ .................... ; ........ .~ ......... . ; . " 'I, , , 'I " 'I, ................... '; ........, .................... n~ ; ; ' ; ; ; ; ; , , ; , , , , : , , · ................... 'I, ............................. ~ ........ '; ................................................................................................. , , , , ..............................................., "; · ; ...................................... , ,"" ........ .~, ............................. ,~" ........ ..' ................... ' ; ' ; ; " , , , i · ; ';. · . '; .................................. · 2 .......... ~- ............................................................................. ~. ............................................... .~ .................... .......... ~ ........ '; ......... ; ............................ 'I, ............................. "" ........ 'I, ...................................... ~ .................... 0 20 40 60 80 81.56 <69.90-93.23:> FI = 50.36 <:42.59-58.14> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR6 Run03 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 46.09 <39.50-52.68> Specified F1 : 25.00 Measured F1 : 28.92 <24.46-33.39> 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 POUR6 RunO~ O 20 40 BO 80 feet Ff = 4.6.09 <:39.50-52.68> FI = 28.92 <:24.46-33.39> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR6 Run04 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 38.97 <33.40-44.55> Specified F1 : 25.00 Measured F1 : 44.64 <37.75-51.53> 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§ POUR6 RunO4 O 20 40 BO 80 feel Ff = 38.97 <33.4.0-44.55> FI = 44.64. <37.75-51.53> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR6 Run05 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 46.16 <39.56-52.77> Specified F1 : 25.00 Measured F1 : 33.35 <28.20-38.50> 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 POUR6 RunO5 .......... ," ........ '; ..................................... 1 . '; ......... 1 ................... ," ........ ", ........................................................ 1 : '~ , 0 20 40 6O 8O feet Ff = 4.6.16 <39,56-52,77> FI = 33.35 <28.20-38,50> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR6 Run06 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 37.14 <31.83-42.45> Specified F1 : 25.00 Measured F1 : 29.49 <24.93-34.04> 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 FREEPORT9 POUR6 RunO6 O 20 40 60 80 feel Ff = 37.14. <31.83-42.4.5> FI = 29.49 <24.93-34.04> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR6 Run07 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 38.02 <32.59-43.46> Specified F1 : 25.00 Measured F1 : 58.09 <49.12-67.06> 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 POUR6 RunO7 0 2D 40 §D 8D feel Ff = 38.02 <32.59-43.46> FI = 58.09 <49.12-67.06> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR6 Run08 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 47.19 <40.44-53.94> Specified F1 : 25.00 Measured F1 : 37.19 <31.45-42.94> 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 FREEPORTg POURB RunO8 , '; I . ' , ' I . ;' , , ' ~" ~:::::'! ......... !':':::'::::::::::4 :::::::~: ........ : ..... '::::'..:::~::::::::: :::::::::::::::::::::::::::::::::::::::: ___ . . . .-~2 -D § .......... : -0.8 .......... ,~' ........................... .... : ............................................. r' ..................................... .... ; ........................... ..- .... ,.- 0 2D 4D 60 80 feel Ff = 47.19 <40.44-53.94> FI = 37.19 <31.45-42.94> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR6 Run09 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 48.75 <41.78-55.72> Specified F1 : 25.00 Measured F1 : 30.49 <25.78-35.20> 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 POUR6 RunO9 0 20 40 60 80 feel Ff = 48.75 <41.78-55.72> FI = 30.49 <25.78-35.20> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR6 Runl0 Report Date: 06/07/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 37.46 <32.10-42.82> Specified F1 : 25.00 Measured F1 : 26.23 <22.18-30.28> 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 POUR6 Run l0 ................................................. ," .................: 1 ................... " . ..................................... ~ ," .................. ', ......... O. 2 .......... ~ .................................... ~ ........................................... '-~ ......... O 20 40 60 80 feel Ff = 37.46 <32.10-42.82> FI = 26.23 <22.18-30.28> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR6 Runll Report Date: 06/07/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 68.38 <58.60-78.16> Specified Fi : 25.00 Measured F1 : 44.25 <37.42-51.09> 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 POURB Run~ 1 :::::::::::::::::::::::::::::::::::::::r , ' ::::::::::i:::::::: i'::::::::¥:::::::: ' :::::::::: i ::::::::Z:::::::: i ~ .':::::::: ::::::::::' ~. ::::::::Z:::::::: ' .......... ; ........ ", ........._: ................... _ :' ................. "~ · , ........................... ; . 't_ ............................ 1 ; ' ........ ~ , , , [ ; : , i ' ; ", I ; - I ............. ; ............................. ;' "', , - " '. , '"~.i .~' 4, ,, 0.6 .......... '"' ........ ':; ......... ~' ......... : ......... [ ........ ~' ............................ ' "[ ........ "; ......... :' ................... ': ........ ~' .................. ' ' :::::::::::::::::::::::::::::'::::::::: :::::::::: :::::::::::::::::::::::::::: :::::::::: :::::::: i::::::::: i::::::::: ::::::::::' ::::::::i::::::::: 02_ . 0 20 40 §O 80 feel Ff = 68.38 <58.60-78.16> FI = 4.4.25 <37.4.2-51.09> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR6 Runl2 Report Date: 06/07/2001 Operator ID : Bulent Ethem,PG Test Date: 06/06/101 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 : 56.26 <48.21-64.30> Specified F1 : 25.00 Measured F1 : 32.13 <27.17-37.10> 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 POUR6 Run12 136 ............ .-~. 2 ::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::: · ' ......... ," ............................................... ~ ............................. ;" ................................................................... ...........· ." ............................................... ~ ............................. r .................................................................... , I O 20 40 60 80 feet Ff = 56.26 <48.21-64.30> FI = 32.13 <27.17-37.10>