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Freeport NIP(7.3)-LR010504REPORT OF FLOOR FLATNESS INSPECTION ~ ENG]NE. ER~'G, ~C 890! Carpenter Freeway, Suite 100 Dallas, Texas 75247 DATE OF SERVICE: 05/04/0 ] REPORT NO.: 940! ] ! 57.0006 CLIENT NO.: 269 ] PROJECT NO.: 940 ! 1157 CLIENT: Reed Enginering Group PROJECT: Freeport 7 2424 Stutz Dr. Suite 400 Royal Lane & Creekside Dallas, Texas 75235 Coppell, Texas A FLOOR SURFACE ANALYSIS LOCATION SURVEYED: Slab-on-Grade, Pour #9 APPROXIMATE AREA: 33,200 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 65 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) 57.1 t (59.39 - 54.82) Combined Levelness F-Number (FL) 32.52 (33.94 - 31.11) *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: N/A FL - Specified Overall Value: 24 FL - Minimum Local Value: N/A COMMENTS: Technician: B. Ethem P.G. Report Distribution: ..-'"3 Engineering, Inc. Project Manager SS This report is exclusively for the use of the client indicated above and snail eot be reproduced in full without written approval of HBC Engineering, Inc. REPORT OF FLOOR FLATNESS INSPECTION ~ ENGINEERI]Wj, INC. 8901 Carpenter Freeway, Suite 100 Da/las, Texas 75247 PROJECT NAME: FREEPORT 7 PROJECT NO.: 94011157 DATE PLACED: 05/02/2001 REPORT NO.: 94011157.0006 DATE TESTED: 05/04/2001 SLAB-ON-GRADE, POUR #9 10 8 B 9 10 5 4 8 ~ G 455.0' 6~ 7 3 ~ 2 1 4 L 86.0' SLAB-ON-GRADE, POUR #9 ,._ NORTH NOT TO SCALE Combined Test Section DATA\FREEPORT POUR9 05032001 Run Name No. Rdgs measured Ff measured F1 RUN01 65 67.30 <56.91-77.69> 65.49 <54.45-76.53> RUN02 65 58.98 <49.87-68.08> 32.04 <26.64-37.45> RUN03 65 51.65 <43.68-59.63> 32.71 <27.20-38.23> RUN04 65 52.23 <44.16-60.29> 44.85 <37.29-52.41> RUN05 65 41.07 <34.73-47.41> 15.60 <12.97-18.23> RUN06 65 54.50 <46.08-62.91> 53.60 <44.57-62.64> RUN0? 65 72.97 <61.70-84.24> 41.50 <34.50-48.49> RUN08 65 56.56 <47.83-65.29> 40.28 <33.49-47.06> RUN09 65 75.08 <63.49-86.68> 68.11 <56.63-79.59> RUN10 65 69.09 <58.42-79.76> 32.50 <27.02-37.98> Totals: 650 57.11 <59.39-54.82> 32.52 <33.94-31.11> Spec Ff: 35 Floor area above Ff Spec: 7989 sq feet. Spec Fl: 24 Floor area above F1 Spec: 5019 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\FREEPORT POUR9 05032001 RUN01 Report Date: 05/04/2001 Operator ID : Bulent Ethem,PG Test Date: 05/04/101 Run Length : 65 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 67.30 <56.91-77.69> Specified F1 : 24.00 Measured F1 : 65.49 <54.45-76.53> 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 iill iii: ilii :::: ........................., A :::: .~.~.~.~..~.~.~_~..~.~.~.~ ............ ~-~-~-~- · "!'i'?i','i'i'i'i"!'Si'TS["i'!'['i' " ' ' ':'"' ................................................. "" .-,-,-,--,-,-,-,--,-,-,-,--,-,-,-,-.,-,-,-,-, o ................ .,.. ~ ..................... .......................................... II ~ ......... :::: :::: ~ ................. :::: ::::~:::: .................... :::: :::::: ~ : ......... :: ...... .................................. 1:11 .... 1111 : :1 1111 ~ : : 1111 1111 1111 11111 .... 1111 ........ ........................... -,-,-.-,-,-,-,-.-, .... ,-,-.-,-'-.-,-,-,-'-,-.-,- .-,-,-~-, .-,-,-,- -.-.-,-,-.-,-,-,-~. -,-,-,-,-,- I, I I I DIPSTICK SURVEY REPORT DATA,FREEPORT POUR9 05032001 RUN02 Report Date: 05/04/2001 Operator ID : Bulent Ethem,PG Test Date: 05/04/101 Run Length : 65 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : I5.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 58.98 <49.87-68.08> Specified F1 : 24.00 Measured F1 : 32.04 <26.64-37.45> 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 DIPSTICK SURVEY REPORT DATA\FREEPORT POUR9 05032001 RUN03 Report Date: 05/04/2001 Operator ID : Bulent Ethem,PG Test Date: 05/04/101 Run Length : 65 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 51.65 <43.68-59.63> Specified F1 : 24.00 Measured F1 : 32.71 <27.20-38.23> 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 DIPSTICK SURVEY REPORT DATA, FREEPORT POUR9 05032001 RI/N04 Report Date: 05/04/2001 Operator ID : Bulent Ethem,PG Test [)ate: 05/04/101 Run Length : 65 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBERANALYSIS Specified Ff : 35.0 Measured Ff : 52.23 <44.16-60.29> Specified F1 : 24.00 Measured F1 : 44.85 <37.29-52.41> 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 1:11 1:11 11 ......... ........................... I ..................... II ir I i""l .... : : : : ' : : : : . , , .:::: , . , ,' ' ' ' ........ · ' ' ' . . , ; : : : i : : : ~ ........................................ DIPSTICK SURVEY REPORT DATA\FREEPORT POUR9 05032001 RUN05 Report Date: 05/04/2001 Operator ID : Bulent Ethem,PG Test Date: 05/04/101 Run Length : 65 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 41.07 <34.73-47.41> Specified F1 : 24.00 Measured F1 : 15.60 <12.97-18.23> 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 DIPSTICK SURVEY REPORT DATA,FREEPORT POUR9 05032001 RUN06 Report Date: 05/04/2001 Operator ID : Bulent Ethem,PG Test Date: 05/04/101 Run Length : 65 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 54.50 <46.08-62.91> Specified F1 : 24.00 Measured F1 : 53.60 <44.57-62.64> 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 /\ ........................ :::: ::!! ......... '-i-i-i-i-'-i-Fi-F-Fi-i-F-i-!-i-i--Fhii~-i-i-i-i-,-i-F!-: .... i-hi-!--i-!-i-i-.-!-!-hhi- !!!! i!i! !!ii~:::: :::' ::::'::::i::::1:::: ::::: -- -,-[[[[-,-[-[-[-[-,-[-[-[-[-.-[-[-[-[-. -[-[--[-[-[-[--[-[-[-[-,-[-[-[-[ ........................... :::: :::: ::::: ~ .............................,. .,., :::: ......... ................... j ............ i ..... ....,::::: rw :::: :::: :::: :::: :::: :::: :::: :::' :::' ............... :::': II I~ ................ : 1:~ : : : : 11 : : : : : : : : : : , : : : : 1, 111 11:1 1:11 1111 : ~ : 1',, : : : : : : : : : ' : ...... : , , , C~ :111 1:1 : ::11 11:: -'1 : : : : : : : '~ : : : : : :: : : :: :i ~/~ : : : : : ::: :: : :": :: : ' : ~ :' ......... : ............. 11 ....... : ....... r~ ':::: :::: :::: ::::l :::: :/::: :::: :i:: :iii'::::: :1:1 1.11 11:: :::: ::1: L::: 1::: 1::: ::1:,:::1 ::::~:::: :::: :::: :::: :: : :::: ::::::::: ::::: :::: :::: :::: :::: :::: :i'~: ::::i:::: :::: ::::: V :::: ::::~::::~:::: :::: :.:: ::::~:::: :::: ::::: :::: :::: :::: :::: :::: :: : :::: :::: :iii iiiii · 1111 1111 1111 1111 ~ 1111 1111 1111 :::: :::: :::: :::: i: ii!i i!ii iiii iiii iii!!; I! iiii ::::,.., ::::,.. iiii ! :::: :::: :::: ::::~::::: ,,,,'.,,, ,,., ,.,, ,~..., ,,,. ,,,, I I I DIPSTICK SURVEY REPORT DATA, FREEPORT POUR9 05032001 RUN07 Report Date: 05/04/2001 Operator ID : Bulent Ethem,PG Test Date: 05/04/101 Run Length : 65 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 72.97 <61.70-84.24> Specified F1 : 24.00 Measured F1 : 41.50 <34.50-48.49> 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 '~ ............................ ::: :::: : .... i ~ :'': ,.: .................................. ==== i!i= ==== ====1====~}~'}' ==== =:== =:== ==i== DIPSTICK SURVEY REPORT DATA\FREEPORT POUR9 05032001 RUN08 Report Date: 05/04/2001 Operator ID : Bulent Ethem,PG Test Date: 05/04/101 Run Length : 65 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBERANALYSIS Specified Ff : 35.0 Measured Ff : 56.56 <47.83-65.29> Specified F1 : 24.00 Measured F1 : 40.28 <33.49-47.06> 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 :::: :::: i!i:::i!i ::i!!:i:: :::: :::: :':: :iiii ~ V m iiil .... ..,.~.~.~...~.~.,.,..,.~.~.~..,.~.~.~.'.... ,.... .~. ........ .... :::: ........... :::, :::: r~ ................................. ,e,,-,, ~ : : : ~ | : : | ~ ............................ ............................ II :::: :::: ........... i ...................... ~'~ :::: :::: :::: ...... ~ ....................... ..... :':::::::~:::: ::,:,::.:: : : : : : : : : : :J: : ! : : : : ! : : : : ............ :::: :::: ~i:: :::: :::: :::: 11:: :::: ~::: ::::/ .111 :i111 1111: ................. 11 : :1:1 1:11 1:11 111, ................. :i..~ iiii ilil ii:: ::::i::::: II ........ ~ ..................... :1 DIPSTICK SURVEY REPORT DATA\FREEPORT POUR9 05032001 RUN09 Report Date: 05/04/2001 Operator ID : Bulent Ethem,PG Test Date: 05/04/101 Run Length : 65 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBERANALYSIS Specified Ff : 35.0 Measured Ff : 75.08 <63.49-86.68> Specified F1 : 24.00 Measured F1 : 68.11 <56.63-79.59> 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 DIPSTICK SURVEY REPORT DATA\FREEPORT POUR9 05032001 RUN10 Report Date: 05/04/2001 Operator ID : Bulent Ethem,PG Test Date: 05/04/101 Run Length : 65 feet Data Collection Bias: N/A Min Local Ff : 20.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 69.09 <58.42-79.76> Specified F1 : 24.00 Measured F1 : 32.50 <27.02-37.98> 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 ~'' : '''' ............ ::': ..... !'",,. ....... ..~.~.~.~_~_~.,.~.~..~.~.~.~..~_~.~.~ .... ~-~-[-~._~_}.}.~_ .~.} ~.~. , .... :::: :::. :::: ~.: .................... :::!: ''' :::[ [:ii [i:i ii!i [i:i [i:i ,,,,, .,.:2 .... : ................ 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