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Freeport NIP(7.5)-LR010608REPORT OF FLOOR FLATNESS INSPECTION ~NGINEERING, ~ ~901 C~pente~ Freew~.~: Sui~e lO0 D~ T~ 75147 DATE OF SERVICE: 06/08/01 REPORT NO.: 94011192.0008 CLIENT NO.: 2691 PROJECT NO.: 94011192 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 #8, lines A to C and 16 to 22 DATE OF PLACEMENT: 06/07/0 ! 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) 56.32 (58.14 - 54.49) Combined Levelness F-Number (FL) 48.31 (49.99 - 46.63) *Based upon the number of samples taken, there is a 90°/6 certain~ 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: Fv - 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 A. Bulent Ethem, P. SS Th,s report, is exclusively for the use of the client indicated above and shall not be reproduced in full w~out written approval cd HDC Engineenng. Inc. ;~)01 C.a~p~ni~r Fre~y, Smt~ Dallas, Texas 75247 PROJECT NAME: FREEPORT 9 PROJECT NO.: 94011192 DATE PLACED: 0610712001 REPORT NO.: 94011192.0008 DATE TESTED: 06108/2001 SLAB-ON-GRADE, POUR #8 A C 16 RUN 01 RUN 0~2 RUN 07 RUN 05 350.0' ,~, I~ ,=, RUN 08 RUN 09 RUN 04 RUN 05 RUN 06 ~ RUN 11 RUN 12 22 RUN 10 93,0' NORTH SLAB-ON-GRADE, POUR #8 NOT TO SCALE Combined Test Section DATA\94011192 FREEPORT9 POUR8 Run Name No. Rdgs measured Ff measured F1 RUN01 75 57.91 <49.63-66.19> 39.16 <33.11-45.21> RUN02 75 53.29 <45.67-60.91> 49.82 <42.13-57.51> RUN03 75 67.60 <57.93-77.26> 88.58 <74.90-102.26> RUN04 75 87.92 <75.34-100.49> 77.80 <65.78-89.81> RUN05 75 79.36 <68.01-90.71> 65.45 <55.34-75.55> RUN06 75 68~60 <58.79-78.41> 53.60 <45.32-61.87> 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 RUN07 75 62.53 <53.59-71.47> 37.46 <31.67-43.24> RUN08 75 47.82 <40.98-54.66> 41.72 <35.28-48.17> RUN09 80 39.98 <34.46-45~50> 30.44 <25.92-34.96> RUN10 75 53.63 <45.96-61.29> 58.20 <49.21-67.19> RI/Nll 75 53.92 .<46.21-61.63> 49.80 <42.11-57.49> RUN12 75 51.13 <43.82-58.45> 101.03 <85.43-116.63> Totals:- 905 56.32 <58.14-54.49> 48.31 <49.99-46.63> Spec Ff: 35 Floor area above Ff Spec: 7478 sq feet. Spec Fl: 25 Floor area above F1 Spec: 10187 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 POUR8 RUN01 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101 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 : 57.91 <49.63-66.19> Specified F1 : 25.00 Measured F1 : 39.16 <33.11-45.21> 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§ POUR~ RUND1 ; I ; ' , ." . , .' , I , , , ; ; ; , ~ , , ~ ,  ..... ,.~ ........ ~ ........~ ...... ~. , , ...... ~ ......... .' ......... ,' ........................ "~ ..................... ._~, : ; ; , 0 2O 4O 6O 8O feel Ff = 57.91 <49.63-66.19> FI = 39.16 <,.,Z~.l 1-45.21:> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR8 RUN02 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101 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 : 53.29 <45.67-60.91> Specified F1 : 25.00 Measured F1 : 49.82 <42.13-57.51> 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 POUR8 RUND2 0 20 40 60 80 feel Ff = 53.29 <4.5.67-60.91> FI = 49.82 <42.13-57.51> DIPSTICK SURVEY REPORT DATA~94011192 FREEPORT9 POUR8 RUN03 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101 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 : 67.60 <57.93-77.26> Specified F1 : 25.00 Measured F1 : 88.58 <74.90-102.26> 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 FREEPORT§ POUR8 RUND.3 0 20 40 60 8D feel Ff = 67.60 <57.95-77.26> FI = 88.58 <74.90-102.26> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR8 RUN04 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101 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 : 87.92 <75.34-100.49> Specified F1 : 25.00 Measured F1 : 77.80 <65.78-89.81> 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 POUR8 RUND4 ' ' ~ , , , , ; , , , , , ; , : : ; I ;' , ' ....................................................................................... .......... .~ ........ ~ ................ . . .- ................ ~ ........ i----~-- ,, ............ : ...... i ....... i ......... .-~. 2 ................... " .......................... ~ ....... ~ ......... :....x~~ ......... ! ................ ~ .......... -0.6 ..... i .... I 0 20 40 §0 8D feel Ff = 87.92 <75.34-100.49> FI = 77.80 <65.78-89.81> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR8 RUN05 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101 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 ': 79.36 <68.01-90.71> Specified F1 : 25.00 Measured F1 : 65.45 <55.34-75.55> 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 POUR8 RUND5 , i , i , , , , , ........................................................................................ ~. ...................................... ~. ........ ~ ......... ~ .......... ,_ _, · ' ................................................ ,~ ............................................................................. ,~ ........ ~, ......... 1 .......... .......... ~.~-~-~'- .... 'r ........ : ........... ~"r ......... : ........ : ................... r ........ ~ .... : ......... : · -~ .......... ~ ........ r ........................................................................................................ O 20 40 60 80 feel Ff = 79.36 <68.01-90.71> FI = 65.45 <55.34-75.55> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR8 RUN06 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101' 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 : 68.60 <58.79-78.41> Specified F1 : 25.00 Measured F1 : 53.60 <45.32-61.87> 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 FREEPORT9 POUR8 RUND6 0 20 40 60 80 feel' Ff = 68.60 <58.7-9-78.41> FI = 53.60 <45.32-61.87> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR8 RUN07 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101 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 : 62.53 <53.59-71.47> Specified F1 : 25.00 Measured F1 : 37.46 <31.67-43.24> 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 POUR8 RUND7 , : : : O 20 40 6D 80 feel Ff = 62.53 <55.59-71.47> FI = 37.46 <31.67-43.24> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR8 RUN08 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101 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 : 47.82 <40.98-54.66> Specified F1 : 25.00 Measured F1 : 41.72 <35.28-48.17> 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 POUR8 RUND8 I) 4 . ..... . , , ; ; ; ; . , (A /'---"'" - "'"' :"~' \. ! . . % / . . ~ ",,,., , / . %. , .~.~-, :',,%.~,-' -...,,; , rt' 'Y,'7 .... .""'-": ........ -c..;,~--.. . . ' .... ~ ...... : ..... "~: '7'~' '7". . "~. '-~". .................. . . . - ............... r' ..... ~ ........ '~"'7' .... 'c:,~'". . . . : ; ; 0 20 40 60 80 feet' Ff' = 47.82 <40.98-54.66> FI = 41.72 <~5.28-48.17> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR8 RUN09 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101 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 : 39.98 <34.46-45.50> Specified F1 : 25.00 Measured F1 : 30.44 <25.92-34.96> 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 POUR8 RUNOg D 2D 40 60 8D 100 feel Ff = 39.98 <34.46-4.5.50> FI = 30.44 <25.92-34..96> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR8 RUN10 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101 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 : 53.63 <45.96-61.29> Specified F1 : 25.00 Measured F1 : 58.20 <49.21-67.19> 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 POUR8 RUN1 D U~ .......... ~ ........ ~ .......... ~ ~ ~ ' ' 132 ...... .......... ' ........ ~' ......... , ............. , , , i ; : .......... ~ .................. ~ ................... ~ ................... , , , I 0 20 40 60 80 feel Ff = 5,3,6~ <4.5.96-61.29> FI = 58.20 <49.21-67.19> DIPSTICK SURVEY REPORT DATA~94011192 FREEPORT9 POUR8 RUNll Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101 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 : 53.92 <46.21-61.63> Specified F1 : 25.00 Measured F1 : 49.80 <42.11-57.49> 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~ RUN1 1 O 20 40 80 80 feel Ff = 5,3.92 <46.21-61.6,5> FI = 49.80 <42.1 1-57.49> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR8 RUN12 Report Date: 06/08/2001 Operator ID : Bulent Ethem,PG Test Date: 06/08/101 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 : 51.13 <43.82-58.45> Specified F1 : 25.00 Measured F1 : 101.03 <85.43-116.63> 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 POUR8 .RUN1 2 .......... ,'" ........~ ......... 1 ................... ; ........ ; ......... 1 ......... f .........," ........; ......... 1 ................... ;' ........'; .........1 ......... D~ . . , ; ; ; ; ; i ; ; ; , ..........." ........ ." .........,, ................... ,'" ................. 't. ,, ................... ,'" ........ ~, ............................ : _: ........_'t- ......... ', .........'. ..................,'" "; .........', ....................................................... ; "; I ; .................. , ', ................... ,'" ............................ , I , " , , · r ", ', ; "; , ,' " ' " '; I , , , ;' " I ', " I ; f '; I , , I ', .......... ,.. ........ .: ......... :...~:: :::::::::~::i:: ................. ; ........ .: ......... ~ ......... ', -0.6 .......... i .............................................. -; ......... ~ ................... ;- ...................................... ;- ............................ ::::::::::'--'::::::':! -'"::::::::: ! '::::::::: ::::::::::::::::::::::::::::::::::::::: ' : ::::':::::, ~' ::-'::::: ~ :::::::::'::::::::2 ': ::::::::::'i :::::::: ."::::::::::::::::::::: ': .......... ..... , ........................................................................ 1 ," ............................................................... " ' ;' " I O 20 40 60 80 feel' Ff = 51.15 <45.82-58.45> FI = 101.0,.5 <85.45-116.6,..,z>