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Freeport NIP(7.5)-LR010615REPORT OF FLOOR FLATNESS INSPECTION ~301 C.~pettt~ F~'eway, Suite DaIl~, Tex~s 75247 DATE OF SERVICE: 06/15/01 REPORT NO.: 94011192.0013 CUENT 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 #13, lines G to J and 10 to 16 DATE OF PLACEMENT: 06/14/01 APPROXIMATE AREA: 32,550 square feet ASTM STANDARD: ASTM E 1155 INSTRUMENT USED: "Dipstick 2000", manufactured by Face Technologies SAMPMNG 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) 59.67 (61.61 - 57.74) Combined Levelness F-Number (F~) 44.33 (45.88 - 42.78) *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 UMITS: 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. ~ Repmt Distribution: Engineering, Inc. (1)Reed Engineering Group ~./_~/~ Project Manager SS This report ~s exclusively for the use cf the cfient indicated above and shail not be re[oroduced in full without wmten approval of HBC Engineering. Inc. ~O1 Carpenter Freeway, Suite 100 Dallas, Texas 75247 PROJECT NAME: FREEPORT 9 PROJECT NO.: 94011192 DATE PLACED: 0611412001 REPORT NO.: 94011192.0013 DATE TESTED: 06/15/2001 SLAB-ON-GRADE, POUR #13 G J 10 RUN 01 RUN 02 ~ RUN 07 ~ RUN 03 350.0' ~" ,~ RUN 08 RUN 09 RUN 04 ~I RUN 05 RUN 06 ~' '~ RUN 12 RUN 11 16 RUN 10 93.0' NORTH SLAB-ON-GRADE, POUR #13 NOT TO SCALE Combined Test Section DATA~94011192 FREEPORT9 POUR13 Run Name No. Rdgs measured Ff measured F1 RUNO1 75 49.13 <42.10-56.16> 42.90 <36.28-49.53> RUN02 75 47.26 <40.50-54.02> 38.98 <32.96-45.00> RUN03 75 64.68 <55.43-73.93> 50.49 <42.69-58.28> RUN04 75 49.67 <42.56-56.77> 51.38 <43.45-59.32> RUN05 75 48.74 <41.77-55.71> 56.72 <47.96-65.48> RUN06 75 75.30 <64.53-86.07> 50.78 <42.94-58.62> RUN07 75 58.21 <49.88-66.53> 44.34 <37.49-51.18> RUN08 75 63.94 <54.80-73.09> 36.93 <31.22-42.63> RUN09 75 59.11 <50.66-67.57> 33.20 <28.08-38.33> RUN10 75 76.68 <65.71-87.65> 61.58 <52.07-71.09> RUNll 75 84.61 <72.51-96.72> 41.75 <35.30-48.19> RUN12 75 87.49 <74.98-100.01> 47.22 <39.93-54.51> Totals: 900 59.67 <61.61-57.74> 44.33 <45.88-42.78> Spec Ff: 35 Floor area above Ff Spec: 8349 sq feet. Spec Fl: 25 Floor area above F1 Spec: 8932 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 POUR13 RUN01 Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 49.13 <42.10-56.16> Specified F1 : 25.00 Measured F1 : 42.90 <36.28-49.53> 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§ POUR1 ,:3 RUND1 ; .' ; ; ; ~ ; ; ; : : , 132_ .-~. 2 ................... ~ ............................. ! ...................................... i ........ ~ ......... i ................... i .................. ~ ......... ': I 13 20 40 60 80 fee, Ff = 49.1 ,_,z <42.10-56.16> FI = 4.2.90 <:~6.28-49.5~:> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR13 RUN02 Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 47.26 <40.50-54.02> Specified F1 : 25.00 Measured F1 : 38.98 <32.96-45.00> 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 3 RUND2 ............................. ; ................... ~. .................. .' ......... .................................................................... ~ ................... :. .........' ........., ............................................. ; .-~. 2 ::::::::::::::::::::::::::::::::::::::: ::::::::::~i::::::, ::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::: .......... ~ ...................................... ? ..................................... - :' ..................................... - ~ .................. i .......... -D. § .......... .~- ...................................... ~- ...................................... ; ...................................... ;- .................. " .......... · ' ......... , .................................... ; .................................... ," ..................................... ," .................. 1 .......... D 2D 4O 6O 80 feel Ff = 47.26 <:40.50-54.02) FI = 38.98 (32.96-45.00:> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR13 RUN03 Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 64.68 <55.43-73.93> Specified F1 : 25.00 Measured F1 : 50.49 <42.69-58.28> 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 FREEPORT§ POUR13 RUND3 , , , , , ; ; ; ; , ~I] 0 ~ ~ , ' , , , ; ; ; ; ; ; 1 , ; , ; D 2D 40 6D 8D feel Ff = 64.68 <55.4,3-7,3.9~> FI = 50.49 <42.69-58.28> DIPSTICK SURVEY RE-PORT DATA\94011192 FREEPORT9 POUR13 RUN04 Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 49.67 <42.56-56.77> Specified F1 : 25.00 Measured F1 : 51.38 <43.45-59.32> 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 POUR15 RUN04 DB. ! . ................. q ;: ,: .~ ' ' .~ i .... .............................................. ; ................... ~. .................................... ; ........ 4 ......... ~ ......... ', o ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~ ~:-'-'::~:::::::::i -"~2 ' -D 4 ................................................................................................ ~ ......... ' ............................ -' ......... : ......... D 20 40 6D 80 feet Ff - 4.9.67 <4.2.56-56.77> FI - 51.,..58 <4.3.4.5-59.32> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR13 RUN05 Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 48.74 <41.77-55.71> Specified F1 : 25.00 Measured F1 : 56.72 <47.96-65.48> 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 5 RUNO5 02 ' ' ' ' ' '/'''''''' ' ' ' ' ' ' " .......... ~ .................. : ...................................... ; ................... ~ .................. ~ ...................................... ~ ......... ', '04 ' " ' ' ' ~ I 0 2D 40 6D 8O feel Ff = 48,74 <41.77-55.71> FI = 56.72 <47.96-65.48> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR13 RUN06 Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 75.30 <64.53-86.07> Specified F1 : 25.00 Measured F1 : 50.78 <42.94-58.62> 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 FREEPORTB POUR1 3 RUND§ 0 20 40 60 80 feel Ff = 75.30 <64.53-86.07> FI = 50.78 <42.94.-58.62> DIPSTICK SURVEY REPORT DATA~94011192 FREEPORT9 POUR13 RUN07 Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 58.21 <49.88-66.53> Specified F1 : 25.00 Measured F1 : 44.34 <37.49-51.18> 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 3 RUND7 T '. '. ~ ~ '. '. '. I D 20 4D 60 80 feel Ff = 58.21 <4.9.88-66.53> FI = 4.4.34 <37.49-51.18> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR13 RUN08 Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 63.94 <54.80-73.09> Specified F1 : 25.00 Measured F1 : 36.93 <31.22-42.63> 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 FREEPORT9 POUR1.3 RUNO8 DB ' ' .......... .. ........ ~ ......... ; ...................................... ; ; ; , , , 0 4 ................... ~ : ' ' ' ; ; ' ' .................. ' ......... ; ................. 9 ' " '; I , , 1 O 4 ' ' ......... i ' I 0 2D 40 6D 80 feel Ff = 63.94 <54.80-73.09:> FI = 36.93 <31.22-42.63> DIPSTICK SURVEY REPORT DATA~94011192 FREEPORT9 POUR13 RUN09 Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 59.11 <50.66-67.57> Specified F1 : 25.00 Measured F1 : 33.20 <28.08-38.33> 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 3 RUND9 O 20 40 60 80 feel Ff = 59.11 <50.66-67.57> FI = 33.20 <28.08-38.33> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR13 RUN10 Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 76.68 <65.71-87.65> Specified F1 : 25.00 Measured F1 : 61.58 <52.07-71.09> 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 POUR1 5 RUN1 D D8 ' , · ,.,. ..,, ; ,,' .................................................. 0 4 ................... -' .......... " 06 -' 08 ' 0 2D 4-0 60 80 feel Ff - 76.68 <65.71 -87.65> FI = 61.58 <52.07-71.09> DIPSTICK SURVEY REPORT' DATA\94011192 FREEPORT9 POUR13 RUNll Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 84.61 <72.51-96.72> Specified F1 : 25.00 Measured F1 : 41.75 <35.30-48.19> 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 FREEPORTg POUR1 3 RUN1 1 :::::::::::::::::::::::::::::::::::::::. i :::::::::::::::::::::::::::::::::::::::- . ! :::::::::::::::::::::::::::::::::::::::' - i ::::::::::::::::::::::::::::::::::::::::~ ~ ~ , ......... ~i ............................ ~ ~ ........ ~ i ......... · i .................. ' i'~ ..... ' ........... ~ · I .........i i i .... ~...~ .................. ~. ~ ·i ............. · ..... ~i .·.Iiil· '~'i ..... ·'~· ·ii...· .... ,.~.·~ .... i~ .·.Il... ..... i'''·· .... i ...... ~'' .......... i .I.. .... i ................·' Ii ................... ,. ............................. . : ........ ~. ......... . ................... . ........ . ......... . ....... ,: : . ' ; ' ' ; ; ; ; ; ~ .... ; .................. 02 ~ - ! ! .', : ~ ~ : : . ' : · ::::::::::::::::::::::::::::::::::::::::-.-.~.--~--~-~:~:~.--;~-~ iii:Z.': :222:22'2,2::::2"::::::::::2,::-.:..:"; ......... : ......... .................. ; ......... ; .................. ........ ......... r"; ............... ........ ......... ~ ................... ........ .................. m ~ ......::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ...... :::::::::::::::::::::::::::::::::::::::::: · 2 ::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: : D4 ' 6i .................. ~ . ................................ i ..... · : ' .......... ~....................... .............. . ............................................. ~ ......... ~ ........................... ~ ~ .................. ~ II O 8 .......... ~- ................................................................. . · ~.. · :', 0 20 4D 60 80 feel Ff = 84.61 <72.51-96.72> FI - 41.75 <55.50-48.19> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR13 RUN12 Report Date: 06/18/2001 Operator ID : Bulent Ethem,PG Test Date: 06/15/101 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 : 87.49 <74.98-100.01> Specified F1 : 25.00 Measured F1 : 47.22 <39.93-54.51> 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 POUR1 3 RUN1 2 .......... ,~ ........ ~ ......... , ................... ,~ ........................................................................................................... · , . , , , , , i i , ' ........ ~' ....... '; ......... 1 ................... F ........................................................................................................... ; : ; ; , , i ; ................... ~ ................................................. ................... ,.... ........... ..' o. ,' ... ...... . ......... ; ........ ~ ......... ~ .......... .......... ~. ........................... ' .... "".~i ........ :"' ................ [ ........ ' ....................................................... =~ ....... =.: ........ , ......... : .... ..... : .... ::~........~ ~:~~-~'-:" , ,~ , 04 ~" - 1 ::::::::::' :::::::: J:::::::::'::::::::: ::::::::::::::::::::::::::::::::::::::: :::::::::: :::::::: :::::::::-::::::::::::::::::: :::::::: :::::::::i:::::::::J O 20 40 60 80 feel' · Ff = 87.49 <74.98-100.01 > FI = 47.22 <39.93-54.51>