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Freeport NIP(7.5)-LR010612 REPORT OF FLOOR FLATNESS INSPECTION ENGINEERING, 8~01 Caq~m~er F~ecway. Suite l~ ~ T~ 75~47 DA~ o~ SERVICE: 06/12/0 ] RE~RT NO.: 9401 ] 192.0010 CLIENT NO.: 269 ~ PRO~ECT NO.: 940 ] 1192 CUENT: ~eed E~inefin~ ~oup P~OJECT: ~reepo~ 9 2424 Stutz Dr. Suke 400 ~ Bethel ~ Freepo~ P~ D~las,'Te~s 7~235 [~n~, Texas A FLOOR SURFACE ANALYSIS L~ATION ~UEVEYE~: Slab-on-~ade, Pour ~ 10, lines C to ~ and 16 to 22 DATE OF P~CEMENT: 06/l 1/0 ] ~P~OX~ATE ~EA~ 3~,550 squ~e feet ASTM STANDARD: ASTM E l 155 INSTRUME~ USED: "DipstiCk 2000", m~ufactured by Face Tec~olo~es SAMPLING METHOD: Point elevations were measured at ;e~l~ I2 inch ~nte~als aion~ straight lines up to 75 feet in len~h. The elevation di~erences be~een ~l adjacem readinS points, the arithmetic d[~e;ences between ~1 adjacent 12 inch elevation di~erences, ~d the elevation d{~erences between all points separated l0 feet were then c~culated. Estimates of the floor's flatness and levelness F-Numbers ~F and ~) were obtained t~ough a statistical analysis of these calculated profile v~ues. See attached repons for indi~duaI measurement line results. COMBINED OVE~LLVALUE ~SULTS: Combined Flatness F-Numbe~ ~F) 44. I7 (45.~0 - 42.73) Combined Levelness F-Number ~) 30.20 (31.26 - 29. ] 5) *B~d u~ ~e ~ of~plm ~, ~e ~s a 90% ~ ~t ~e a~al F-Num~ of~e su~ce su~ey~ ~11 fall w~n ~e r~s~ w~ch follow ~e ~ted ~e~ ~d ~e~ F-N~. SPECIFIED LIMITS: FF - Specified Over~l Value: 35 FF - ~mum Loc~ V~ue: 17 F~ - Specified Over~l V~ue: 25 FL - ~mum Loc~ V~ue: COMMENTS: Technician: B. Ethem. P.G. ~ Report Distribution: Engineering, Inc. (1) Reed Engineering Group ~/~.~~' ' Project Manager SS Th~s report is exclusively for the use of the client ind~7,atecl above and shall not be reproduced in full without '~'itten apprevai of HDC Engineering. Inc. ENGINEERI/qG, L~-C. ggOl Caxpenter Freeway. S~te 100 Dallas, Texas 75247 PROJECT NAME: FREEPORT 9 PROJECT NO.: 94011192 DATE PLACED: 0611ti200t REPORT NO.: 94011192.0010 DATE TESTED: 06112/2001 SLAB-ON-GRADE, POUR C E 16 RUN 01 RUN 02 ~ RUN 07 ~ RUN 03 350.0' w w RUN 08 RUN 09 RUN O4 ~ RUN 05 RUN 06 w w RUN 12 RUN 11 22 RUN 10 93.0' NORTH SLAB-ON-GRADE, POUR #10 NOT TO SCALE Combined Test Section DATA\94011192 FREEPORT9 POUR10 Run Name No. Rdgs measured Ff measured F1 Runl 75 50.62 <43.38-57.86> 34.47 <29.15-39.79> Run2 75 52.33 <44.85-59.82> 22.94 <19.40-26.48> Run3 75 56.62 <48.52-64.72> 36.28 <30.67-41.88> Run04 75 42.32 <36.27-48.37> 76.54 <64.72-88.35> Run05 75 53.84 <46.14-61.54> 54.50 <46.08~62.91> Run06 75 39.31 <33.69-44.93> 22.85 <19.32-26.38> Run07 76 39.96 <34.28-45.63> 19~87 <16.83-22.91> Run08 75 56.61 <48.51-64.70> 36.37 <30.75-41.98> Run09 75 69.06 <59.18-78.94> 56.06 <47.40-64.72> Runl0 75 40.25 <34.50-46.01> 40.05 <33.86-46.23> Runll 75 45.37 <38.88-51.86> 45.96 <38.86-53.05> Runl2 75 27.94 <23.94-31.93> 19.98 <16.90-23.07> Totals: 901 44.17 <45.60-42.73> 30.20 <21.26-29.15> Spec Ff: 35 Floor area above Ff Spec: 3709 sq feet. Spec Fl: 25 Floor area above F1 Spec: 3019 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 POUR10 Runl Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 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 : 50.62 <43.38-57.86> Specified F1 : 25.00 Measured F1 : 34.47 <29.15-39.79> 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 POUR1 O Run1 . ......... ~ ........ . .......... , , , ; ; D. 2 .......... ? ...... -~-~ ......... : ............................ ~ ..... ,-:~; ................... ; .... /....; ..... ~ ................ ~. ........ .; ......... ., ......... .~' .......... :. ........ .~ ................................... ..v., ............................. ~ ........ i ......... i ................... ;,... ~ D4 ' D 2D 40 60 8D feel Ff = 50.62 <4,..,Z..5'8-57.86> FI = ,.,Z. 4.47 <29.15-,..,Z9.79> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR10 Run2 Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 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 : 52.33 <44.85-59.82> Specified F1 : 25.00 Measured F1 : 22.94 <19.40-26.48> ELEVATION TOLERANCE ANALYSIS No Elevation Tolerance Specified HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 21'4-630-1010 Fax : 214-630-7070 FREEPORTB POUR1D Run2 , , , , , ; .......... ; .............................................., · , '; ............................. ,,. .................................................................... , , , , , [ i , , i ; , '~ io ........ i ........ ~ ....... i ...... ~~ ...... ' .................. i ........ ~ ....... ! ................... ~ ........ i ......... i ......... ¢- ~::::::: .... :::::,:.:::: .... .,, ......... :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: .-~2 "~ ................... 'l ................................................ " .................... : ......... O 20 40 BO 8,0 feel Ff = 52.55 <44.85-59.82:> FI = 22.94 <19.4.0-26.48::> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR10 Run3 Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 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 : 56.62 <48.52-64.72> Specified F1 : 25.00 Measured F1 : 36.28 <30.67-41.88> 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 POURIO Run3 ..................~~ ............................ ~ ........ ~ .............................~ ..................................... ~ ~ ........ ~ ....... ..~l ......... I I .......... % ..... , ....... ; ................ , .... ; , O 2 ..... ~'7'T~'" ,'".>-'< ........ : ........ -. ...... ~ .......~-'~--~ ................ ~ .... ;.~,---/ .... , ~ r ....~ ......... ~ ...................................................................................... ......................: ......................................................................... ' ~- -.-.'::::::.~:::::::::i ' ' ' ' ' .......... , -0 4 .................. ; ........................................................................................................................... ;. ......... ', 0 2D 40 6D 80 feel Ff = 56.62 <48.52-64..72> FI = 36.28 <30.67-4.1.88> DIPSTICK SURVEy REPORT DATA\94011192 FREEPORT9 POUR10 Run04 Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 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 : 42.32 <36.27-48.37> Specified F1 : 25.00 Measured F1 : 76.54 <64.72-88.35> 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 FREEPORTg POUR1 D RunD4 ..................., '; ......... ,, ............................ , '; ............................................... . ;, ................... ,"' ........ ~, .........~, .........," .... . ~. ; ~. ........~ ......... , ........., D4 .o================================== :::::::::::::::::::::::::::::: ::::::::: ::::::::::::::::::::::::::::: ::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::: [}8 ' O 20 40 60 80 feet' Ff = 42.32 <36.27-48.37> FI = 76.54 <64.72-88.35> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR10 Run05 Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 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 : 53.84 <46.14-61.54> Specified F1 : 25.00 Measured F1 : 54.50 <46.08-62.91> 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 FREEPORT9 POUR1 O RunO5 13 20 40 [iD 80 feet' Ff = 53.84. <4.6.14-61.54> FI = 54.50 <4.6.08-62.91> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR10 Run06 Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 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 : 39.31 <33.69-44.93> Specified F1 : 25.00 Measured F1 : 22.85 <19.32-26.38> 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 POUR1 O RunO6 , .' , , , , , , ; , ,,- ............................ ~ ............................. ~. ........ , , . F , , &.,r JF.., · ......... ;. ........-; ........., ........... .. ............................................................................................... . .................. , ;' '~ ...... l .............................................................................................. · . .~ '. : '. ~ ~-- '..- , , -! D 2D 4O 6O 8D feel Ff = 39.31 <:33.69-44.93> FI = 22.85 <:19..I2-26.38:> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR10 Run07 Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 Run Length : 76 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 : 39.96 <34.28-45.63> Specified F1 : 25.00 Measured F1 : 19.87 <16.83-22.91> 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 FREEPORT9 POUR113 Run07 ............................. 1 ................... ," ........'; .........I-" " ' " 08, .......... '.. ........ .: ..........' ......... , , , , ......... '.. ........ .' ..........' ................... ',. ........ .' ..........' .......... ..... ..... .... - .....4 ......... ,' ........ ' ' - .....; ........ -:' ......... ,' ......... 0 4 .... ~:::::::::..: ....... 0 20 40 60 80 feet' Ff = ,.59.96 <,.34.28-45.63> FI = 19.87 <16.8,.3-22.91> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR10 Run08 Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 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 : 56.61 <48.51-64.70> Specified F1 : 25.00 Measured F1 : 36.37 <30.75-41.98> 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 POUR10 Run08 U 0 :::~L:::::::::::::::::.:::::: ..... :::::::E:::::::: ..... :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~O-" .: . , : ~ '~ - ,' ' ' i .......... ? ............................................................................. ; ...................................... ," .................. 1 .......... ; ..... ." " " ..........'" ........................................................................... " ' r ...................................... ," .................. 1 .......... ..... ,.,- ., ; L,J'D ..........., ; ........................................ ; " ' ;' I ' I D 20 4D 60 813 feel Ff = 56.61 <48.51-64.70> FI = 36.37 <30.75-41.98> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR10 Run09 Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 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 : 69.06 <59.18-78.94> Specified F1 : 25.00 Measured F1 : 56.06 <47.40-64.72> 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 POUR1 D RunO9 0 20 40 60 8D feet Ff = 69.06 .<59.18-78.94> FI = 56.06 <,¢7.40-64.72> DIPSTICK SURVEY REPORT DATA~94011192 FREEPORT9 POUR10 Runl0 Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 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 : 40.25 <34.50-46.01> Specified F1 : 25.00 Measured F1 : 40.05 <33.86-46.23> 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 POUR1 D Run1 O O 20 40 8D 80 feet Ff = 40.25 <34.50-4.6.01> FI = 40.05 <33.86-4.6.23> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR10 Runll Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 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 : 45.37 <38.88-51.86> Specified F1 : 25.00 Measured F1 : 45.96 <38.86-53.05> 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 FREEPORT9 POUR1 O Run1 1 13 20 40 60 80 feel Ff = 45.37 <38.88-51.86> FI = 45.96 <38.86-53.05> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR10 Runl2 Report Date: 06/12/2001 Operator ID : Bulent Ethem,PG Test Date: 06/12/101 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 : 27.94 <23.94-31.93> Specified F1 : 25.00 Measured F1 : 19.9'8 <16.90-23.07> 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 .FREEPORT§ POUR1 D Run1 2 .42 20 40 60 80 feet Ff = 27.94 <::2,.,z.94-31.9,:,z> F'I = 19.98 <:16.90-2,.,z.07:>