Loading...
Freeport NIP(7.5)-LR010614REPORT OF FLOOR FLATNESS INSPECTION 8901 Ca.,peme~ Freeway, Suite 100 Da/la.% Te.r~z 75247 DATE OF SERVICE: 06/14/01 REPORT NO.: 94011192.0012 CLIENT NO.: 2691 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 #12, lines A to L and 22 to 23 DATE OF PLACEMENT: 06/13/01 APPROXIMATE AREA: 20,250 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 41 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 statistica~ analysis of these calculated profile values. See attached reports for individual measurement line results. COMBINED OVERALL VALUE RESULTS: Combined Flatness F-Number (FF) 45.83 (47.66 - 44.00) Combined Levelness F-Number (Fi,) 30.49 (31.89 - 29.09) *Based upon the number of samples taken, there is a 90% certainty that the actual F-Numbers of the surface surveyed ,,~411 fall within the ranges which follow the respective estimated Flatness and Levelness F-Numbers. SPECIFIED EMITS: Fr - Specified Overall Value: 35 Fr - 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 ~/ Project Manager ss This repoA is exclusively for th, e use of ff~e client indicated above and shai! not be reproduced in furl without written approval of NBC Engineering, Inc. REPORT OF FLOOR FLATNESS INSPECTION ENG]NEER]]',~, I~-C. ggOl C.,a;penter Freeway, S~ite I00 Dallas, Texas PROJECT NAME: FREEPORT 9 PROJECT NO.: 94011192 DATE PLACED: 06/1312001 REPORT NO.: 94011192.0012 DATE TESTED: 06/1412001 SLAB-ON-GRADE, POUR #12 22 23 L RUNII01 RUN 02 RUN 03 RUN 10 450.0' RUN 04 RUN 09 RUN 12 RUN 05 RUN 11 RUN ~ :~U~I 07 RU~I 14 RUN 13'~ NORTH RUN 08~ '" A RUN 15 RUN 16 45.0' SLAB-ON-GRADE, POUR #12 NOT TO SCALE Combined Test Section DATA\94011192 FREEPORT9 POUR12 Run Name No. Rdgs measured Ff measured F1 RUN01 41 50.14 <40.32-59.96> 38.63 <29.96-47.31> HBC ENGINEERING, INC. 8901 CARPENTER FRWY. SUITE 100 DALLAS, TEXAS 75247 Phone : 214-630-1010 Fax : 214-630-7070 Run Name No. Rdgs measured Ff measured FI R~N02 41 76.56 <61.57-91.55> 24.83 <19.25-30.41> RUN03 41 82.59 <66.41-98.76> 70.82 <54.91-86.73> RUN04 41 66.24 <53.27-79.21> 28.73 <22.28-35.18> RUN05 41 62.22 <50.04-74.41> 57.67 <44.72-70.62> RUN06 41 48.39 <38.91-57.86> 24.67 <19.13-30.21> RUN07 41 34.51 <27.75-41.26> 21.47 <16.65-26.29> RU~08 41 54.77 <44.05-65.50> 22.16 <17.19-27.14> RUN09 41 34.26 <27.55-40.97> 22.23 <17.23-27.22> RUN10 41 32.82 <26.39-39.25> 22.80 <17.68-27.92> RUNll 41 36.69 <29.51-43.88> 40.45 <31.37-49.54> RUN12 41 42.62 <34.28-50.97> 50.08 <38.83-61.33> RUI~13 41 69.40 <55.81-82.99> 66.65 <51.68-81.62> RUN14 41 38.67 <31.10-46.25> 32.71 <25.37-40.06> RUN15 41 42.87 <34.47-51.26> 46.88 <36.35-57.41> RUN16 41 55.60 <44.71-66.49> 35.63 <27.63-43.63> Totals: 656 45.83 <47.66-44.00> 30.49 <31.89-29.09> Spec Ff: 35 Floor area above Ff Spec: 3240 sq feet. Spec Fl: 25 Floor area above F1 Spec: 2393 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 POUR12 RUN01 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 50.14 <40.32-59.96> Specified F1 : 25.00 Measured F1 : 38.63 <29.96-47.31> 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 2 RUND 1 ; : ; , ; ; i , , , , ............, ~ ...... : ............................................................................................................................... , , ' ' ;' ' I " ~ I ~ ," ' ...... ! ..... -: ...... ,~ ..... !~¥-.' ...... r ..... : ..... : ............ ~ ..... : ..... ~ ..... ~ ............ ! ..... { ..... -: ...... .~--~/---! ..... q ...... ? ..... ~ ..... i:::::'::::: i::::::i::--.' :::::: :::::,:!~::i :::::. ::::: '::::::::::::' :.::::::::: i::::: !::::::---:::' ::::: i::--i '....::' ::::: :::::: !::::: i:::::::: :::::! :::::': -D. 4 ..................................... ~: .......................................... i .................. .: ....................................................... I O 10 20 5D 40 50 feel Ff' = 50.14. <4.0.32-59.96> FI = 38.63 <29.96-47.31> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUN02 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 76.56 <61.57-91.55> Specified F1 : 25.00 Measured F1 : 24.83 <19.25-30.41> 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 FREEPORT9 POUR12 RUND2 O 10 20 30 40 50 feel F¢ = 76.56 <61.57-91.55> FI = 24.83 <19.25-30.4.1> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUN03 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 82.59 <66.41-98.76> Specified F1 : 25.00 Measured F1 : 70.82 <54.91-86.73> 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 2 RUND3 ' I . , f ' ......' ...................... · I " .....,; ..... ' ................... 1 ; ; ................................................ ' , " ," ' :::::¥::::i i i :::::::::::¥:::: ' ...... : ..... ~ ...... .r ..... [ ........... '..~""..r_~'": .... T""/'~"',:".'"! ...... : ..... [ ..... ! ..... . ...... ." ................ '.' ...... .: ..... [ ..... I ". ." ...... _ f ' " , ::::::.:::::-::::::,I ., ~:::::.::::::[ :::::.:2::::.:2:::~ r [:::::]:::::::::::::::::::::::::::::::. : ] .-..:::::::::2::[:::::~:::::::::::::::::::::::::. ............ ......................... : ........... ::::::'.::::: ,::::::, :::::':::::: ::::::::::::::::::::::::: i::::::::::::r:::::' ::::: :::::::::::::::::::::::::'::::: ::::::, ::::: :::::: ::::::::::::::::::::::::: I 0 10 20 3O 4D 5D feel Ff = 82.59 <66.4.1-98.76> FI = 70,82 <54..91-86.7~> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUN04 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 66.24 <53.27-79.21> Specified F1 : 25.00 Measured F1 : 28.73 <22.28-35.18> 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 FREEPORTg POUR1 2 RUND4 i i , ~ , , ; [ ; ; ; ; , , , , , ; , , , , , ; ~ , ; , , , , , , , .................1 '; ." ................. , .~ ...... .: ................................ ; I ; ; '. .....', ................. ~ ..... , ..... , ...... _: ................................ ......· , ........... ~ _r ..... .' .................. ,_r ........................ . , _: .......... ; ', .....', ............................. ; I ,_: .................................. ' ; ~ O .... ~--~- ......~ .... -' ...... ~--'~'- ' .... : ; :; 04. ' .d- ........... .* ..... .' ...... ' D8 ' , ; ; ; ; '' 1 ...................... ' ........................................ ; ................· , ........................................................ ; ..... 0 10 20 30 40 50 feel Ff = 66.24 <53,27-79.21> FI = 28,73 <22,28-35.18> DIPSTICK SURVEY R~PORT DATA\94011192 FREEPORT9 POUR12 RUN05 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 62.22 <50.04-74.41> Specified F1 : 25.00 Measured F1 : 57.67 <44.72-70.62> 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 FREEPORT9 POUR1 2 RUND5 0 10 20 ~O 40 50 feel Ff = 62.22 <50.04-74.41> FI : 57.67 <44.72-70.62> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUN06 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 48.39 <38.91-57.86> Specified F1 : 25.00 Measured F1 : 24.67 <19.13-30.21> 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 2 RUNDS ~D.'------'------'------; -~-- .................... I O 10 20 3,0 40 50 feel Ff = 4.8.39 <38.91-57.86::> FI = 24.67 <19.13-30.21> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUN07 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 34.51 <27.75-41.26> Specified F1 : 25.00 Measured F1 : 21.47 <16.65-26.29> 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§ POUR12 RUND7 ......,, ................ ~ ~ : ........... ~ ......~ ........................ , , ,' .......... : ~ ................................... : · , ...... , ................................ 06 ;;; ';; ; ;; i ~ ~ i ! r ~ ~ ' . [ i ~::::::E::::::::::: ' ' I 0 10 20 50 40 50 feel Ff = 34.51 <27.75-41.26> FI = 21.47 <16.65-26.29> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUN08 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 54.77 <44.05-65.50> Specified F1 : 25.00 Measured F1 : 22.16 <17.19-27.14> 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 POUR12 RUN08 0 10 20 ,~0 40 50 feet' Ff = 54.77 <44.05-65.50> FI = 22.16 <17.19-27.14> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUN09 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 34.26 <27.55-40.97> Specified F1 : 25.00 Measured F1 : 22.23 <17.23-27.22> 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 2 RUND§ ...... ,~ ..... ; ...................... ; ....., ................. ; ....., ............................................ u.o : ,· , , : : ,' , , ~ : , , ...... ~ ..... ~' ......, ~ ........................ ,~ ..... ; ..... ~, ............ f ..... ~ ..... I ..... ~ ............ ~ ..... I ..... ~ ...... ,~ ..... ,'~"' i ......................... 04: ;- ................................................... "1 ' O 1D 20 30 40 50 Ff = 34.26 <27.55-40.97> FI = 22.23 <17.23-27.22> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUN10 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 32.82 <26.39-39.25> Specified F1 : 25.00 Measured F1 : 22.80 <17.68-27.92> 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 2 RUN1 D I ," ' ~ , , I ; I , ' I I , ' ' ' ' U~ ::::::i:::::i:::::$:::::~:::~~...k~::::::::[:::::!:::::!:::::i::::::::::::F::::i:::::~:~::!:::::!::::::[:::::F::::! ~ 0I :::::::::::::::::::::: ~:~:~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: (- ...................................... · r · · ~ ; · ' ' ; ; , I O 10 20 5D 40 50 Ff = 32.82 <26.59-59,25> FI = 22.80 <17.68-27.92> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUNll Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 36.69 <29.51-43.88> Specified F1 : 25.00 Measured F1 : 40.45 <31.37-49.54> 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 2 RUN1 1 ..... , ........... , ................. ; ....., ....., ....., .................. ~ ........... ,,- ............ ................... ; ..............., ' .... , ......, .....; ....., ............ ; ............... ; 1. ", ....................... ; i ~ ...... " , ..................................... ............ " ................... ~ ; , , ; ' ~ i , , ; U. ~ ........... , .~ ...... ,.. ................ ; .~ ........... : .' ..... ,. ................. ,, ,. ................................. I, .~ , ~ ~ ....................................... ,~ .... ....... ....... :::::z:::::[:::::! : [. :::::::::::::::::::::::: ! ! ! ~ . :::::!:::::::::::: i : . :::::::::::::::::::::::::::::: ,' -: . ! 1. ~ ~ ..... - ' .... -- - · · --- .... ' --- ' n "; , ~ -' , , , . , ' ...~ .... ' ...... . .... i .......................................... ~j, jr .................................. , ...... i , i , '"' , .... ''~ ..... ~ ...... ; ..... [ ..... ........................................................................................ ~ , ~ ; ," , 04 : ...... ~ ..... : ...... r ..... : .................. r ..... : ..... : .......: ..... ; ..... 1. ..... . ............ i ..... ~ ..... ' ...... r ................. .'. ...... . ..... : ..... D8 ' -1 D 10 20 30 40 50 feel Ff = 36.69 <29.51-43.88> FI = 4.0.45 <31.37-49.54> DIPSTICK SURVEY REPORT' DATA\94011192 FREEPORT9 POUR12 RUN12 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 42.62 <34.28-50.97> Specified F1 : 25.00 Measured F1 : 50.08 <38.83-61.33> 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 POUR12 RUN12 ; 0 § .................. : .............................................. . .......... . ...................... . .............................................. · ' , , , ; r I ' ' · I ; ' ' ' , ' ' ::Z.'::: ~ 0 ; ~ ; -'~'~ ; ~: ; ; ; ; ; ; ; ; ; : : .- :-:::::-:::-.,::-:--,- ~ :':': [ .'.'":: :::::::::::::::::::::::::::::::::::::: ., . : . ,'. :::::::::::::::::::::::::::::::::::::::::: : ~ : .',,:.'::::;::::: . :::::::::::: ~ :':::: ~ ::'::::::::' . ., ..................................... g ...... ; ........................ r ....................................................... 134 ..................................... ~ ...... ;- ........................ ,,. ...................................................................................... I 0 10 2O ~0 4O 5O feel Ff = 4.2.62 <34.28-50.97> FI = 50.08 <38.83-61.33> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUN13 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 69.40 <55.81-82.99> Specified F1 : 25.00 Measured F1 : 66.65 <51.68-81.62> 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 FREEPORT§ POUR1 2 RUN1 3 0 1D 20 30 40 5D feel Ff = 69.4.0 <55.81 -82.99> FI = 66.65 <51.68-81.62> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUN14 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 38.67 <31.10-46.25> Specified F1 : 25.00 Measured F1 : 32.71 <25.37-40.06> 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 FREEPORT§ POUR1 2 RUN1 4 ...... ,: ............ 1. ..... :. ................................................................................................................................... : '; ;' ; ': ; ; I ; r : I ; ' ~ ." , " ' m~ D ...... ~i ..... ...... " ............ i ........... ' ...... ' ..... ' ..... ' ............ :' ..... .': .... ,' ..... -~ ............ :' ..... ,' ..... -' ...... ~- ........... :' ..... .... ' ...... : ..... : ..... ; : ; : " ; ...... , ; ' " " I " " ' I " " ; .... r ' ' " :' ' " " 1 I 0 10 20 ,:30 40 50 fee· Ff = 58.67 <,51.10-46.25> FI = 32.71 <25.37-40.06> DIPSTICK SURVEY REPORT DATA\94011192 FREEPORT9 POUR12 RUN15 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 42.87 <34.47-51.26> Specified F1 : 25.00 Measured F1 : 46.88 <36.35-57.41> 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 FREEPORTg POUR1 2 RUN1 5 ............ ~ ...... ~. ..... ~ ...................... ..... ............................................. ............................................ .... , , , ; I I ; ', ~ ................................, , , , r , ~ ; I ~ ' ", ,~ i ' ' ', , ,' I ' : I , " · ~ , : ' ' , I , : , , ' u.~: ........... , ...... ~ ..... . ............................ . ............ . ........................... .' .........................................· .- , : · , : , , ; I , .. .. -D 8 ......................................................................................................................................... ... . . . .... .., . : ...... : ............ , ............ 4 ' ....· ..... 4 ......~. ..... ; ..... - 1 .- ........... i .................................. . ............................................................................................ O 10 20 ~0 40 50 feel Ff = 42.87 <34.47-51.26> FI = 4.6.88 <36.35-57.41> DIPSTICK SURVEY R~PORT DATA\94011192 FREEPORT9 POUR12 RUN16 Report Date: 06/15/2001 Operator ID : Bulent Ethem,PG Test Date: 06/14/101 Run Length : 41 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 : 55.60 <44.71-66.49> Specified F1 : 25.00 Measured F1 : 35.63 <27.63-43.63> 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 FREEPORT§ POUR1 2 RUN1 § ............ . ...... , ................ . .................. , ; , , ~ ~ · . , ~ ;' . ~ - ~ ........................................................ , , ~ ~ , ; ~ ; · ? ~ ~ ..... ~ ~ ~ ~ : ; ~ ~ ......... ·~_ , . .-- ~ ~ ............ ,,. .......................................................................................................... O 10 20 30 40 50 Ff = 55.60 <44.71-66.49> FI = 35.63 <27.63-43.63>