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Freeport NIP(7.5)-LR010604 (2) 8901 Carpem~ Freeway, Sukc I00 Dallas. Texas 75247 DATE OF SERVICE: 06/04/01 REPORT NO.: 94011192.0004 CLIENT NO.: 269 ] PROJECT NO.: (::)40 ! [ 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 #4, lines J to L and 4 to 10 DATE OF PLACEMENT: 06/02/01 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) 47.33 (48.86 - 45.79) Combined Levelness F-Number (FL) 31.30 (32.39 - 30.2t) *Based upon the number of samples taken, there is a 90% certainty that the actual F-Numbers of the surface surveyed wSll 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 F~. - Specified Overall Value: 25 FL - Minimum Local Value: 15 COMMENTS: Technician: B. Ethem. P.G. Report Distribution: Engineering, Inc. (1) Reed Engineering Group G. ENG hN'E,F_.RING. INC. 8901 Carpenter Freeway, Suite 100 Dall~. Texas 75247 PROJECT NAME: FREEPORT 9 PROJECT NO.: 94011192 DATE PLACED: 06/02/2001 REPORT NO.: 94011192.0004 DATE TESTED: 06/04/2001 SLAB-ON-GRADE, POUR #4 j L 4 RUN 01 RUN 02 ~ RUN 07 RUN 03 350.0' RUN 08 RUN 04 RUN 09 ~ RUN 05 RUN 06 ~ RUN 11 ~RUN 12 10 RUN 10 " 93.0' NORTH SLAB-ON-GRADE, POUR #4 NOT TO SCALE Combined Test Section DATA\94011192 FREEPORT9 POUR4 Run Name No. Rdgs measured Ff measured F1 RunO1 75 59.65 <51.12-68.18> 30.89 <26.12-35.67> Run02 75 56.64 <48.54-64.74> 31.93 <27.00-36.86> Run03 75 41.59 <35.64-47.54> 26.05 <22.03-30.07> Run04 75 65.31 <55.97-74.65> 56.21 <47.53-64.89> Run05 75 55.98 <47.98-63.99> 26.65 <22.54-30.77> Run06 75 61.30 <52.53-70.07> 41.02 <34.68-47.35> Run07 75 55.31 <47.40-63.22> 38.65 <32.68-44.62> Run08 75 44.40 <38.05-50.75> 32.04 <27.09-36.99> Run09 75 36.80 <31.54-42.06> 26.77 <22.64-30.90> HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 Run Name No. Rdgs measured Ff measured FI Runl0 75 74.34 <63.71-84.98> 66.61 <56.32-76.89> Runll 75 39.85 <34.15-45.55> 21.67 <18.32-25.01> Runl2 75 31.88 <27.32-36.44> 31.10 <26.30-35.91> Totals: 900 47.33 <48.86-45.79> 31.30 <32.39-30.21> Spec Ff: 35 Floor area above Ff Spec: 4796 sq feet. Spec Fl: 25 Floor area above F1 Spec: 3585 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 POUR4 Run01 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 59.65 <51.12-68.18> Specified F1 : 25.00 Measured F1 : 30.89 <26.12-35.67> 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§ POUR4 RunOl O 4 ' ' ' :~: ':~::: ' ' ' .... ..................................................; .........................................................................." " ' ; .................. " 1 ......... I 0 20 4.0 60 80 feel Ff = 59.65 <51.12-68.18:> FI = 30.89 <26.12-35.67> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR4 Run02 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 56.64 <48.54-64.74> 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 POUR4 RunO2 40 §0 80 feel Ff = 56.64. <48.54-64.74> FI = 31.93 <27.00-36.86> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR4 Run03 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 41.59 <35.64-47.54>. Specified F1 : 25.00 Measured F1 : 26.05 <22.03-30.07> 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 POUR4 RunD,3 U,~l. ~O' ' ' " .... i i i i ' --0.8 ~ .~ ! ~ ." i .. ~ . .~ i : Z:::::::::, .'::::::: ::.':'.'.'.'.' Z:'::.'::: :'::::::::~ :::::::: ,::::-':.':.' ."::.':.':.' ::::::::::::::::::::::::::::: :::::::::::::::::::::::::::: 1 D 2D 4D 60 80 feet Ff = 4.1.59 <35.64-47.54> FI = 26.05 <22.03-30.07> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR4 Run04 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 65.31 <55.97-74.65> Specified F1 : 25.00 Measured F1 : 56.21 <47.53-64.89> 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 POUR4 RunD4 ......................................................................., , , . , ............... '"'," ...... , ......... . ..... ' ....................................... r I 1 · - ~ · . ', , .,- ., , ; ., ,, ,' . '; · ; " , .... I , ::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::: ::::::::: :::::::::::::::::::::::::::::::::::::::: · :. . , .; ~ · ,; . · r ,, i .......... ; ....................................., · ;' .................. ', ................... ; ..................................... " " , ................. " 1 ......... ', -D. 8 .: .' ".; :. ' ....... ' ................. -; ......... - ..............................................; '~ · ,,- ................. .. ; ....................................................... ;- -, , ; ........................... .: ,, I 0 2O 4O 60 8O feel Ff = 65.51 <55.97-74..65> FI = 56.21 <4.7.55-64.89> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR4 Run05 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 55.98 <47.98-63.99> Specified F1 : 25.00 Measured F1 : 26.65 <22.54-30.77> 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§ POUR4 RunO5 0 20 4D §D 80 feel Ff = 55.98 <47.98-6,_,z.99> FI = 26.65 <22.54-,.,z0.77> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR4 Run06 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 61.30 <52.53-70.07> Specified F1 : 25.00 Measured F1 : 41.02 <34.68-47.35> 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 POUR4 RunO§ D 20 40 6D 80 feel Ff = 61.30 <52.53-70.07> FI = 41.02 <34.68-4.7.35> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR4 Run07 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 55.31 <47.40-63.22> Specified F1 : 25.00 Measured F1 : 38.65 <32.68-44.62> 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 POUR4 RunO7 , ; ; , , , ; , , , , D2 ........ , i ; ; ; , , , , , , , ~, 0'-- '~: ' ':~: ' .-:~ ..... .-~2 ............. O, 8 '.- .................................... ; ........ " ................... ; I 0 20 40 §0 8D feel Ff = 55,51 <47,40-65,22> FI = ~8.65 <,..,Z. 2.68-44,62> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR4 Run08 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 44.40 <38.05-50.75> Specified F1 : 25.00 Measured F1 : 32.04 <27.09-36.99> 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 POUR4. RunO8 .......... ; ........ '; .........I ................................................................................................................................ , , , , . , , , , ..............................................., , ;- ........'; ............................. ," ........, ............................ ," .................. 1 .......... · ., · , , ',, · , _ ." _~ _ ". , ', , , , ~ '~-:i:~ ' ~:F:~:' ::7,--':: .... ................. ;.- -~ ...................... ,,- ........ ~ ......... ; ......... ,, .-~2 ............. -D. 8 ::::::::::r:::::::: . .'..:::2::::: ~.::::::::: ::::::::::::::::::::::::::::::::::::::: . , ::::::::::::::::::::::::::::::::::::::: ., ., ::::::::::::::::::::::::::::: ., ! :::::::::: , O 20 40 60 80 feel Ff = 44.40 <38.05-50.75> FI = 32.04. <27.09-36.99> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR4 Run09 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 36.80 <31.54-42.06> Specified F1 : 25.00 Measured F1 : 26.77 <22.64-30.90> 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 POUR4 RunO9 ~ ::::::. : 134. " I 0 2D 40 60 80 feel' Ff = 36.80 <31.54.-42.06> FI = 26.77 <22.64.-30.90> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR4 RunlO Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 74.34 <63.71-84.98> Specified F1 : 25.00 Measured F1 : 66.61 <56.32-76.89> 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 FREEPORT9 POUR4 RunlO .......... ; ........ , ......... : .................. , ; ; ; ; , , , IiJ 0 · .~ ~ ! ~ ! ............................................. ...................................... , , , , . .................. :. .........: .........: ......... ; ~ ," ~ I ' ' ' .......... :. .........' ............................. :. .........' ..........: ................... . ........ , ............................. , ........ '... , ~ :::::::::::::::::::::::::::::: ::::::::: ::::::':::E ....... 134 ' 06 ' ' -0.8 .......... .;- ......................................................... ~ ........................................................................................ 0 20 40 6D 8D feel 74..34 <63.71-84.98> FI = 66.61 <56.32-76.89> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR4 Runll Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 39.85 <34.15-45.55> Specified F1 : 25.00 Measured F1 : 21.67 <18.32-25.01> 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 FREEPORTB POUR4 Run1 1 0 20 40 §0 80 39.85 <34.15-45.55> F'l-- 21.67 <18.32-25.01> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUA~ ~=~r Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 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 : 31.88 <27.32-36.44> Specified F1 : 25.00 Measured F1 : 31.10 <26.30-35.91> 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§ POUR4 Run1 2 O 20 4.0 60 80 feet _ Ff = 31.88 <27.32-36.44> FI = 31.10 <26.30-35.91>