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Freeport NIP(7.3)-LR010502
REPORT OF FLOOR FLATNESS INSPECTION i-'BC ENGINEER]]~, liNC 8901 Ca~pen~r Freeway, Suite 100 Dallas, Texas 75247 DATE OF SERVICE: 05/02/01 REPORT NO.: 94011157.0003 CLIENT NO.: 2{59 ] PROJECT NO.: 9401115'7 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 #2 APPROXIMATE AREA: 15,500 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 (Fi*) 50.89 (53.69 - 48.09) Combined Levelness F-Number (Fo 29.74 (31.52 - 27.96) *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 Fi~ - Minimum Local Value: N/A COMMENTS: Technician: B. Ethem. P.G. I--~ Report Distribution: Engineering, Inc. (1) Reed Engineering Group { Project Manager SS This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of HRC Engineering, Inc. - C REPORT OF FLOOR FLATNESS INSPECTION ~ ENGINEERI]~, INC. ggOt Caz'pent~ Freeway, Suite 100 D~m, Texas 75247 PROJECT NAME: FREEPORT 7 PROJECT NO.: 94011157 DATE PLACED: 04106/2001 REPORT NO.: 94011157.0003 DATE TESTED: 05/02/2001 SLAB-ON-GRADE, POUR #2 18 16 G RUN 06 RUN 01 RUN 05 180.0' J RUN 04 RUN 02 RUN 03 SLAB-ON-GRADE, POUR #2 ,~ NORTH NOT TO SCALE Combined Test Section DATA,FREEPORT 2NDPOUR 04062001 Run Name No. Rdgs measured Ff measured F1 RUN01 65 56.16 <47.49-64.83> 28.41 <23.62-33.20> RUN02 65 62.57 <52.91-72.24> 25.21 <20.96-29.46> RUN03 65 51.06 <43.18-58.95> 33.46 <27.82-39.10> RLIN04 65 40.29 <34.07-46.52> 26.19 <21.77-30.60> RUN05 65 54.55 <46.13-62.98> 30.50 <25.36-35.65> RUN06 65 49.47 <41.83-57.11> 42.84 <35.62-50.07> Totals: 390 50.89 <53.69-48.09> 29.74 <31.52-27.96> Spec Ff: 35 Floor area above Ff Spec: 2771 sq feet. Spec Fl: 24 Floor area above F1 Spec: 1600 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 2NDPOUR 04062001 RUN01 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 56.16 <47.49-64.83> Specified F1 : 24.00 Measured F1 : 28.41 <23.62-33.20> 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 ~" ,.[.t.:.[ o...... :. !:i~',.i..ii .ii ..... ............. , rd~ ......................................................... .... ~ ............. ~ :::: :::: :::: :::: :::: ,:::: ~ ::::::::: ::::: ............ ..~.~.~.;..;.~.[., ~.~.~.~.~ ~ -[-~-[-[--[-[-[-[-'-[-[-[-[- ,,,, ~ '''': '''' ::::: ~ :::: :::1 :::: :::, , ....................... ~.~ .... .L[_[.[._[.[_L[..[.[_[_L~.[.[.[. ................... - ..................... DIPSTICK SURVEY REPORT DATA\FREEPORT 2NDPOUR 04062001 RUN02 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 62.57 <52.91-72.24> Specified F1 : 24.00 Measured F1 : 25.21 <20.96-29.46> 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 2NDPOUR 04062001 RUN03 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 51.06 <43.18-58.95> Specified F1 : 24.00 Measured F1 : 33.46 <27.82-39.10> 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 2NDPOUR 04062001 RUN04 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 40.29 <34.07-46.52> Specified F1 : 24.00 Measured F1 : 26.19 <21.77-30.60> 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 2NDPOUR 04062001 RUN05 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 54.55 <46.13-62.98> Specified F1 : 24.00 Measured F1 : 30.50 <25.36-35.65> 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 ..................... ~. _.~: ~, ........ ~ ,:!ii !!i! i!ii:ii!! iiii :::: :::: :::: :.:: ..... ~ ~ ~. ....... , ................. ,.,,:~ ,,.,':::' ,, ....,...:.......,:~ ...... .... ~ :,. .~ ..... ~ .... ........................ :r:r rr ~ .......................... ::: .... . ......... ...... : .,:. .: .... ~ ........ ~ ........ ::::: .:: ..... ,:::: :::: ~ ::::,:::: .......... :., .... ~ ....... ~ .... ~, ~ .... r.r-r--r.r.[.r_.r._ .,.,_,.,.._,.,.,.,..,.,,.,_..,.,.,_,...,.,.,.,.,. .................... .................... 5 .... ::::~ :::~,,,: ::::: I I DIPSTICK SURVEY REPORT DATA, FREEPORT 2NDPOUR 04062001 RUN06 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 49.47 <41.83-57.11> Specified F1 : 24.00 Measured F1 : 42.84 <35.62-50.07> 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 ii::l==== ===: !!!! '"= =::== A .... "~'~'~'~' '~'~'~ .... , ~'--~'~' '~'t','~, ~ ........................... ' . , . . . ........ ............ i [ ..... ................................................ .... .~.. .... .... .... ... ........... ~.,., .... t.. t t......,-,-,-,-,. ..... .i ................... ~. ~,~ :::" ~-~-~-~-;-.-~-;4-,-:-,-,-}-~--~-}-,-,--}-~-}-~-}-}-~ .... ~--~-~-.-~-,-}-~-.-~-i-~-~-.-~.i-~-,-~- 0 ................................ ::::~::::: II ................ ~~· ..~, .,.,. ' ~,.,, ................ .,,, ,.,~ ..,. ~[ ~[[~ ~ ~ ~ ~ · , ........................ r.r-r-r...r ...................................... ._ .~. .. .......... 2... ................ 7- . !1 [ [ [ REPORT OF FLOOR FLATNESS INSPECTION ENGINEERING, INC 8901. Carpent~ Freeway, Suite 100 Dallas, Texas 75247 DATE OF SERVICE: 05/02/01 REPORT NO.: 94011157.0005 CLIENT NO.: 2691 PROJECT NO.: 94011157 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 #4, southeast APPROXIMATE AREA: 15,500 square feet ASTM STANDARD: ASTM E 1155 INSTRUMENT USED: "Dipstick 2000", manufactured by Face Technologies SAMPUNG MEmOD: 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 fo.r individual measurement line results. COMBINED OVERALL VALUE RESULTS: Combined Flatness F-Number (FF) 52.89 (55.80 - 49.98) Combined Levelness F-Number (FL) 33.74 (35.76 - 31.72) *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 I--DC Report Distribution: Engineering, Inc. (1)ReedEngineeringGroup ~A.B~]~~ut Ethem, . . Project Manager $$ This report is exclusively for the use of the client in0icated above and shall not be reproduced in full without written approval of HI, C En§ineering. inc. REPORT OF FLOOR FLATNESS INSPECTION ~ 8901 Carpenter Freeway, Suite 100 Dallas, Texas 75247 PROJECT NAME: FREEPORT 7 PROJECT NO.: 94011157 DATE PLACED: 04/13/2001 REPORT NO.: 94011157.0005 DATE TESTED: 05/02/2001 SLAB-ON-GRADE, POUR #4, SOUTHEAST 14 12 G RUN 06 RUN 01 RUN 05 180.0' J RUN 04 I~, RUN 02 L RUN 03 · 86.0' SLAB-ON-GRADE, POUR #:4, SOUTHEAST NORTH NOT TO SCALE Combined Test Section DATA,FREEPORT POUR04SE 04132001 Run Name No. Rdgs measured Ff measured F1 RUN01 65 51.31 <43.38-59.23> 29.86 <24.82-34.89> RUN02 65 44.82 <37.90-51.74> 24.50 <20.37-28.63> RUN03 65 46.75 <39.53-53.97> 23.11 <19.22-27.01> RUN04 65 59.48 <50.29-68.66> 53.10 <44.15-62.05> RUN05 65 63.06 <53.33-72.80> 95.05 <79.03-111.07> RUN06 65 60.24 <50.93-69.54> 82.97 <68.98-96.96> Totals: 390 52.89 <55.80-49.98> 33.74 <35.76-31.72> Spec Ff: 35 Floor area above Ff Spec: 3049 sq feet. Spec Fl: 24 Floor area above F1 Spec: 2527 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 POUR04SE 04132001 RUNO1 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 51.31 <43.38-59.23> Specified F1 : 24.00 Measured F1 : 29.86 <24.82-34.89> 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 POUR04SE 04132001 RUN02 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 44.82 <37.90-51.74> Specified F1 : 24.00 Measured F1 : 24.50 <20.37-28.63> 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 DIPSTICK SURVEY REPORT DATA,FREEPORT POUR04SE 04132001 RUN03 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 46.75 <39.53-53.97> Specified F1 : 24.00 Measured F1 : 23.11 <19.22-27.01> 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 ' '~-~ ........................................... ................ :t: ..................... c',l .,..::::'::::.... ...:::: :::: ::~ ..................... :: ..... .... II ,,-- ................. . ....................... ~ la_ ........................... :::::-i.i-i.L-i-:.:.:.:. 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II DIPSTICK SURVEY REPORT DATA\FREEPORT POUR04SE 04132001 RUN04 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 59.48 <50.29-68.66> Specified F1 : 24.00 Measured F1 : 53.10 <44.15-62.05> 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 DIPSTICK SURVEY REPORT DATA\FREEPORT POURO4SE 04132001 RUN05 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 63.06 <53.33-72.80> Specified F1 : 24.00 Measured F1 : 95.05 <79.03-111.07> 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 ~ , :: i, .......................... ::: : .............................. :: L,~ C~ ............................ '' ::::.' ....................... .................. ~ ...... ~:,:: ,::: ..... II . ................ ,, .,., .................. ....... : ::: .......... I..d ............. :::: ::: .................... 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' ....... : : : : : : : : :'~i' ' ................... , , , : : : : ......... ......... -,-, -,-,-,-,-.-,-,-,-,- .,-,.,.,.,. ....... :,:::~ :::: .... i ..................... -~-:-:-~-,-'-'-'-' .... l ........ , ; : : i : : : : ~ : : : : : : , , , .... ~ ~ ~ ~"-~-~-~-:- -~-~-~-~- -~ ................................. ................ ~.:.:. ::::~:::: ::::i:::: :!i! ~-['i !!i! !!.!: i::: :::i: ....__.'''. :::: :::: ::: ...................... !ii! iiii .... ,,,, ...: t:::: :::: :::: :::: ::iii II I I I DIPSTICK SURVEY REPORT DATA\FREEPORT POUR04SE 04132001 RUN06 Report Date: 05/03/2001 Operator ID : Bulent Ethem,PG Test Date: 05/02/101 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 : 60.24 <50.93-69.54> Specified F1 : 24.00 Measured F1 : 82.97 <68.98-96.96> 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~ .................................... 11111 · 1111~ 1111 1111 I:11 1:11 :1'1 :111 1111 1111 : .... C~ :::: :::: :::: : ....... , ....... · ........... :::: ~(~ V ............ :::: :::: .: : : : :::: : :: ::::: -'~ .... :::::::: .............................. I~ ~ 1111 i11: 1111 1,,, ............... i , , , : 1::::. ~ ............. 11: 1111 ,1: 1111 111 1111 : .... I~ : ~ : : : : : : : : : : : : : : : , , , : : : | : : : : : : : : : : : i : : : : i II ~J :: :: :::: i:::: :::: :: i :: : :: i :::: : ....... : ......... ~ ........................ 111 111:1 .4~ -~-~-~-~-.-~-~-~-~-.-~-~-~-~- -~-?-~-~-~-~.~.~...~_~.~.~..~.~.~.~..~.~.~.~..~.~.~.~..~.~.~.~.~. 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