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Freeport NIP(7.5)-LR010604
REPORT OF FLOOR FLATNESS INSPECTION' 8901 ~m' Freeway, Suke [00 Dallas, Tezas 75247 DATE OF SERVICE: 06/04/01 REPORT NO.: 94011192.0003 CLIENT NO.: 2691 PROJECT NO.: 9401 ]. ]. 9~2 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 #3, lines A to C and 10 to 16 DATE OF PLACEMENT: 06/01/01 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 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 (Fi=) 54.67 (56.44 - 52.89) Combined Levelness F-Number (FO 31.48 (32.58 - 30.38) *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: Fi= - Specified Overall Value: 35 F~: - Minimum Local Value: 17 Ft. - Specified Overall Value: 25 FL - Minimum Local Value: 15 COMMENTS: Technician: B. Ethem. P.G. I--.~ Report Distribution: Engineering, Inc. (1) Reed Engineering Group ~~~_~~ /~r ~'A. ~'u-le'nt Et~e'~, p.G. -' Project Manager SS This report is enclusivaly for tho use of tho client inOicatecl above anti shall not 13e reproduced in full w~lJt'out~~roval of. HBC Engineering. linc. I1 ENGD~.~, l]~. 8901 Carpenter Freeway, Suite I~ZI Dallas. Texas 75247 PROJECT NAME: FREEPORT 9 PROJECT NO.: 94011192 DATE PLACED: 06/01/2001 REPORT NO.: 94011192.0003 DATE TESTED: 06/04/2001 SLAB-ON-GRADE, POUR #3 A C 10 RUN 01 RUN 02 ~ RUN 07 RUN 03 350.0' ~ RUN 08 RUN 04 RUN 09 RUN 05 ,=, RUN 12 RUN 06 ~ RUN 11 16 RUN 10 93.0' NORTH SLAB-ON-GRADE, POUR #3 NOT TO SCALE Combined Test Section. DATA\94011192 FREEPORT9 POUR3 Run Name No. Rdgs measured Ff measured F1 Run01 75 52.04 <44.60-59.48> 46.07 <38.95-53.18> Run02 75 36.06 <30.91-41.22> 18.98 <16.05-21.92> Run03 75 56.68 <48.58-64.79> 40.36 <34.12-46.59> Run04 75 65.37 <56.02-74.72> 27.40 <23.17-31.63> Run05 75 65.22 <55.89-74.55> 41.01 <34.68-47.34> Run06 75 81.13 <69.53-92.73> 46.89 <39.65-54.13> Run07 75 84.42 <72.35-96.50> 54.65 <46.21-63.09> Run08 75 53.32 <45.69-60.95> 21.46 <18.14-24.77> Run09 75 51.59 <44.21-58.96> 42.92 <36.29-49.55> Runl0 75 59.45 <50.95-67.95> 40.95 <34.62-47.27> Runll 75 59.49 <50.98-68.00> 32.12 <27.16-37.08> Runl2 75 44.22 <37.89-50.54> 28.28 <23.91-32.65> Totals: 900 54.67 <56.44-52.89> 31.48 <32.58-30.38> Spec Ff: 35 Floor area above Ff Spec: 6908 sq feet. Spec Fl: 25 Floor area above F1 Spec: 3615 sq feet. HBC ENGINEERING, INC. 8901 CARPENTER FRW¥. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 DIPSTICK SURVEY R~PORT DATA\94011192 FREEPORT9 POUR3 Run01 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 17.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBERANALYSIS Specified Ff : 35.0 Measured Ff : 52.04 <44.60-59.48> Specified F1 : 25.00 Measured F1 : 46.07 <38.95-53.18> 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 FREEPORT9 POUR3 RunOl ......................................................... .~ ......... ; ......... ,_ , ..... 04 ........... D 2 ~ ~ ~ ~ ~ ~ ::::::~ ' ; ~ D ' " ; ; ~ ~ ; ; ; " ; ' .................... ~ ...................................... '~ .........l ........................................................................................ -D. 8 .; ................... ~ ......... ! ......... . ; . ', 0 20 40 BO 80 feel Ff = 52.04 <::44.60-59.48> FI = 4.6.07 <:::38.95-53.18> ~.~ .e el el ee ee ee 0 00 ~) ri" o ~. I~ to ~ ,,o 0 ~ ~ I o~. ~ ~ ~ ~ ~ o~~ 0 o ~ 0 ~~ o ~0.. ~.* 0~0 O~ I I ~ ~ · .. o · · o 0 ~ o ~ ~ o VV o o o FREEPORT9 POUR5 Run02 " ; ': I " . , ~ : , ; : : , , · . .................. : .................................................................................................................... .: ......... ~ ......... .......... ~ ........ i ...... i i i~ i i.~. ...... i ...... ~ ~~ -' .'~ 2 .......... ~ ............... ::¥:::::::: ::::::::::,.-:::::::: . . :::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::: O 20 40 60 80 feel Ff = 56.06 <50.91-4.1.22> FI = 18.98 <16.05-21.92> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR3 Run03 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 17.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 56.68 <48.58-64.79> Specified F1 : 25.00 Measured F1 : 40.36 <34.12-46.59> 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 RunO5 ' ' - ........................... ,4' ......... ; ................... ; ........ ." ............................. ~. ........ 4 ......... ,~ .......... 02 ' --~. 2 ::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::: " ' 0 20 40 60 80 feel Ff' = 56.68 <4.8.58-64.79> FI = 4.0.56 <54..12-46.59> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR3 Run04 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 17.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 65.37 <56.02-74.72> Specified F1 : 25.00 Measured F1 : 27.40 <23.17-31.63> 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 FREEPORTB POURS RunD4 · ................................................. . . r ........ ; ............................. , r ...................................... . . ,;' ........ .;, ......... i. ......... , --~. 2 ................... -ID. 4 ................... 06- ~ .;- ,' I O 20 40 60 80 feel Ff = 65.37 <56.02-74.72> FI = 27.40 <23.17-31.63> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR3 Run05 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 17.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 65.22 <55.89-74.55> Specified F1 : 25.00 Measured F1 : 41.01 <34.68-47.34> 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 L,PID ..................., ': ............................ 1 ," ........ '; ............................ 1 ", ........ '", ......................................................... 1 . , , ~' ................... .~ ................................................ 1 ............................ .' ......... 1 ................................................ ', 1 0 2D 40 60 80 feel Ff = 65.22 <:55.89-74.55> FI = 4.1.01 <:34.68-47.34> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR3 Run06 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 17.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 81.13 <69.53-92.73> Specified F1 : 25.00 Measured F1 : 46.89 <39.65-54.13> 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\94011192 FREEPORT9 POUR3 Run07 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 17.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 84.42 <72.35-96.50> Specified F1 : 25.00 Measured F1 : 54.65 <46.21-63.09> 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 I.° c) .° ches o o. .° . ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ' ' ; ' ; ; .... ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; . . , , . ................. , , . . , , , . . . . , ' ,1 '' '" '.' . , , . ' ' ' ' .... ' ' ' :. , . . . ' ' ' : i ' ' ' '-~ '1 ~ .................................... :::: 0 ~ ;; ;; ; ; ; ;; ; ; ; ; ; ; ; ; ; ;; ; C~ ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ;-; ; , , . . , . , , . , , , , , , , , , . , , ........... , , . . , , ; ;. ; , ; , . ; ; ,, ; DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR3 Run08 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 17.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBERANALYSIS Specified Ff : 35.0 Measured Ff : 53.32 <45.69-60.95> Specified F1 : 25.00 Measured FI : 21.46 <18.14-24.77> 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\94011192 FREEPORT9 POUR3 Run09 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 17.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 51.59 <44.21-58.96> Specified F1 : 25.00 Measured F1 : 42.92 <36.29-49.55> 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 i ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ;~ ; i ; ; ; ; i ; ; i ; ; ; ; ; ; II ........................................ : .' ''11 .... ................................................... ............... [[ .... ~':: :::: :::: V ::::: :::: :::: ::" :::: .............. ................. 1 ................................... i...I.I...I...I.i.I.I...i.i.I.I ...................................................................................................... DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR3 Runl0 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 17.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBERANALYSIS Specified Ff : 35.0 Measured Ff : 59.45 <50.95-67.95> Specified F1 : 25.00 Measured F1 : 40.95 <34.62-47.27> 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\94011192 FREEPORT9 POUR3 Runll Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 17.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS Specified Ff : 35.0 Measured Ff : 59.49 <50.98-68.00> Specified F1 : 25.00 Measured F1 : 32.12 <27.16-37.08> 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\94011192 FREEPORT9 POUR3 Runl2 Report Date: 06/05/2001 Operator ID : Bulent Ethem,PG Test Date: 06/04/101 Run Length : 75 feet Data Collection Bias: N/A Min Local Ff : 17.0 Design Slope : N/A Min Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBERANALYSIS Specified Ff : 35.0 Measured Ff : 44.22 <37.89-50.54> Specified F1 : 25.00 Measured F1 : 28.28 <23.91-32.65> 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 -a ~ ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ' ; ; ; ; i ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; II ..................................... ; ; ; ; ; ; ; ; ; ; ~ ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; · - - ; ; ; ; ; ; ; ;