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Freeport NIP(7.5)-LR010605REPORT OF FLOOR FLATNESS INSPECTION ENGINEERING, RqC 8901 C~ter ~-reewsy. Suite I~ D~ T~ 7~47 DATE OF SERVICE: 06/05/01 REPORT NO.: 94011192.0005 CLIENT NO.: 269 ] 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 #5, lines C to E and 10 to 16 DATE OF PLACEMENT: 06/04/01 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 I0 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) 41.30 (42.64 - 39.96) Combined Levelness F-Number (FL) 38.44 (39.78 - 37.10) *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 FL - Specified Overall Value: 25 FL - Minimum Local Value: 15 COMMENTS: Technician: B. Ethem. P.G. ~ Report Distribution: Engineering, Inc. (1) Reed Engineering Group .O. Project Manager ~S Thig ,'goon is ~xc~us~vgt~/ for !P.g u~o Ot tllo cltgn~ ttltTtc~toO ltlflo~g ~tt. cl ~:11~11 tit3[ D~ f~f00',gcs03'I~ Iull le/I//GUI wtiY, Ef/t1~0[0¥~1 ~ FID'Et I-I I~II'II~D[J. ~. 8901 C. atpen~er Freeway, ~uite 100 Dallas, Texas 752~7 PROJECT NAME: FREEPORT 9 PROJECT NO.: 94011192 DATE PLACED: 06/04/2001 REPORT NO.: 94011192.0005 DATE TESTED: 06/05/2001 SLAB-ON-GRADE, POUR #5 C E 10 RUN 01 RUN 02 RUN 07 RUN 03 350.0' ~ RUN 08 RUN 04 { RUN 09 '~ RUN 05 RUN 06 RUN 11 ~' RUN 12 16 RUN 10'~ 93.0' NORTH SLAB-ON-GRADE, POUR #5 NOT TO SCALE Combined Test Section DATA\94011192 FREEPORT9 POUR5 Run Name No. Rdgs measured Ff measured F1 Run01 75 33.28 <28.52-38.04> 35.42 <29.95-40.89> Run02 75 36.18 <31.01-41.36> 55.90 <47.27-64.53> Run03 75 47.72 <40.89-54.54> 32.89 <27.81-37.97> Run04 75 46..45 <39.80-53.09> 33.95 <28.71-39.20> Run05 75 52.61 <45.08-60.13> 66.76 <56.45-77.07> Run06 75 66.51 <56.99-76.02> 45.35 <38.35-52.36> Run07 75 43.18 <37.00-49.36> 39.75 <33.61-45.88> Run08 75 37.88 <32.46-43.29> 31.74 <26.84-36.64> Run09 75 41.58 <35.63-47.53> 28.23 <23.87-32.59> Runl0 75 42.20 <36.16-48.23> 44.55 <37.67-51.43> Runll 75 32.21 <27.61-36.82> 35.57 <30.07-41.06> Runl2 75 42.94 <36.80-49.08> 55.28 <46.75-63.82> Totals: 900 41.30 <42.64-39.96> 38.44 <39.78-37.10> Spec Ff: 35 Floor area above Ff Spec: 2644 sq feet. Spec Fl: 25 Floor area above F1 Spec: 6786 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 POUR5 Run01 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/05/101 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 : 33.28 <28.52-38.04> Specified F1 : 25.00 Measured F1 : 35.42 <29.95-40.89> 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 POUR5 RunOl 13 20 40 §0 80 feel Ff = 33.28 <28.52-38.04> FI = 35.42 <29.95-40.89> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR5 Run02 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/05/101 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 : 36.18 <31.01-41.36> Specified F1 : 25.00 Measured F1 : 55.90 <47.27-64.53> 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 FREEPORTB POURS RunD2 ; , · ; , , ; ~ , ; ~ I ' · · ................................................ ;- ........ .; .................................................................... ;- ............................. - ID 8 .......... i .................................... - . .- ; ........ .;. · . . ,' , D 20 40 60 feel Ff = 36.18 <31.01-41.36> FI = 55.90 <47.27-64.53> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR5 Run03 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/05/101 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 : 47.72 <40.89-54.54> Specified F1 : 25.00 Measured F1 : 32.89 <27.81-37.97> 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 FREEPORT9 POUR5 RunO.3 0 20 40 60 80 feel Ff = 4.7.72 <40.89-54.54> FI = 32.89 <27.81-37.97> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR5 Run04 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/05/101 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 : 46.45 <39.80-53.09> Specified F1 : 25.00 Measured FI : 33.95 <28.71-39.20> 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 POUR5 RunD4 .......... ......... '~' ......... ~' ................... i" ........':', ......... :. ................... ", .................................... "; ': "' ................. '~ ~ ......... ...............................................'" .................. '.' '.' ! ................... · ........ '-' ......... - ................... - ........ i i' ; ' ..................................... ; ........ -; ..................................... , ............................ ; .......................... : ................... ~ ......... : ......................................................... ; ..............................................., , , "; ................... , , ................... ' ............................. ~ ........ , ......... i .................. . ........ '., ......... : ................... : ........ . ......... ! ......... · ; - : ; ; , , ..... k.Y r,J · ~ · .. .: :' , · -; , , ,. ., .: ,.- , · , ~ , , · ,, .................. i ......... ' ..................................... ,. ................... :' ........ ,. ......... . ................... .~ ........ ~. ......... : ......... 04. ..... . ,. .................. ~. .........' .........~ ................... :. .................. ; .......... ........................................ -; , ," -; , - -; ~ , - -: i : , · : '., , .,' , ' ' ' i "' I ; , I ; ' ' . -; , -. ~ .......... ;- ........-; ................... · , ................. ~ ......... ~ ................... , ................. ~ ............................ , .................. , -O. 4 .......... :-, ............................................................................................................................................. - · ' : : I D 2D 4-0 §D 80 feel' Ff = 46.45 <,.,z9.80-5~.09> FI = ,.,z~.95' <28.71-39.20> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR5 Run05 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/05/101 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 : 52.61 <45.08-60.13> Specified F1 : 25.00 Measured F1 : 66.76 <56.45-77.07> 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 FREEPORT9 POUR5 RunO5 , , , , , ; ; ; ; ; ,,,, , ; , , ; , , , ; , , D4 .......... ; ........ "; .........', ................... ; ........ "; .................................... 1 ; '; ...................................... , '; .................... , ; ; ; ; , ; , ; , ~o '~ ...... - ~ .......................................................................................... --.---- ~~~:.,:~ :: ' ' ' ' ' ..----- ~:,' ~ ......... i .......... ,.' ; ; ; ; ; ; ; ; ; ; ; ; -04· .......... ! ................. ,; ............................ ,' .-- . I D 20 4D 60 80 feel Ff = 52.61 <45.08-60.1~> FI = 66.76 <56.45-77.07> DIPSTICK SURVEY REPORT DATA~94011192 FREEPORT9 POUR5 Run06 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/05/101 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 : 66.51 <56.99-76.02> Specified F1 : 25.00 Measured F1 : 45.35 <38.35-52.36> 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 FREERORT9 POURS RunD6 O 20 4-0 60 80 feel Ff = 66,51 <56,99-76,02> FI = 4.5,35 <38,35-52.36> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR5 Run07 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/05/101 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 : 43.18 <37.00-49.36> Specified F1 : 25.00 Measured F1 : 39.75 <33.61-45.88> 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 POUR5 RunO7 ,-, ,., ; ; ; , , , . . , . , I~ 0 01 ---~ ....... ~ ...... :-~ .... ~--~,x.:~ ............ r ........ .......... ~ ........ ~ ......... ~. ........................ ~ .--,~ ........... ,,. ................ ~ ......... .. I O 20 40 60 80 feel Ff = 4.3.18 <37.00-49.36> FI = 39.75 <33.61-4.5.88> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR5 Run08 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/05/101 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 : 37.88 <32.46-43.29> Specified F1 : 25.00 Measured F1 : 31.74 <26.84-36.64> 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 POUR5 RunDB .-~.2 I O 20 40 60 80 feel Ff = 37.88 <32.46-43.29> FI = 31.74 <26.84-36.64> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR5 Run09 Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/05/101 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 : 41.58 <35.63-47.53> Specified F1 : 25.00 Measured F1 : 28.23 <23.87-32.59> 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 POUR5 RunO9 U~ 0 20 40 60 80 feel Ff = 41.58 <35.63-47.53> FI = 28.2~ <2~.87-,,x2.59> DIPSTICK SURVEY REPORT DATA~94011192 FREEPORT9 POUR5 RunlO Report Date: 06/06/2001 Operator ID : Bulent Ethem,PG Test Date: 06/05/101 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 : 42.20 <36.16-48.23> Specified F1 : 25.00 Measured F1 : 44.55 <37.67-51.43> 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 POUR5 RunlO ........................................................................................, ' ' ' -" ~ ~ i ......... .: .........: ................... ~. ........~ ................... , ; ,' , ', , ~ " ; · ~ , ,. ' .' ; .- -; ~ " ~ ' ................................................................................................. · ~ ......... ,:, ............................ -; ......... ~ .......... ................... -; ......... ; ................... ;- ........-; ...................................... -;, ......... ~ ................... , . ~ 0,------'- ...... .......... -~;- ---~ ....... ~ ............ ~...;.., ....... .;, ......... i.~ , __ .... .;----'~---;, .... ~ ~-- , ....... .'-, ........ .'_, ......... ,: -O 8 .......... ; ........ ': .......................................................................................................................... 0 20 40 60 80 feel Ff = 42.20 <,36.16-48.23> FI = 44.55 <,37.67-51.43> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR5 Runll 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 : 32.21 <27.61-36.82> Specified F1 : 25.00 Measured F1 : 35.57 <30.07-41.06> 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 FREEPORTB POUR5 Run1 1 .......... ." ........'; .........1 ................... ; ........ ': ......................... ~' ........': ....... 1 ......... ; ........ "; .........1 ......... ~0 ~--~'k- ~ ~ ~ ,' .... '~'" ";,'r ........ 'r""g ")"r .... "UL/' ........ ;'" , .... ' .............. ~, 't",'-*' , , ~' ~ :.T :,: ::.': ::,.' :.': ..... ., ......... : ................... ~ ........ .. ......... : .................. ~':.~'11:~ ......... ; ; : : D§ .................... ': ..................... ." ': I " I D 20 40 60 feel Ff = ,_,z2.21 <27.61-,36.82> FI = 35.57 <,.,z0.07-41.06> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR5 Runl2 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 : 42.94 <36.80-49.08> Specified F1 : 25.00 Measured F1 : 55.28 <46.75-63.82> 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 POUR5 Run12 0 20 40 60 80 feel Ff = 42.94 <36.80-49.08> FI = 55.28 <4.6.75-63.82>