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Freeport NIP(7.3)-LR010517
REPORT OF FLOOR FLATNESS INSPECTION ENG--, INC 8901 Carpenter Freeway, Sui~ 100 Dallas, Texas 75247 DATE OF SERVICE: 05/17/01 REPORT NO.: 94011157.0008 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 #12, lines 6 to 8 and A to J APPROXIMATE AREA: 28,000 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) 76.38 (79.89 - 72.87) Combined Levelness F-Number (FL) 47.66 (50.05 - 45.28) *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: Fi: - Specified Overall Value: 35 Fl: - Minimum Local Value: N/A FL - Specified Overall Value: 24 Ft, - Minimum Local Value: N/A COMMENTS: Technician: B. Ethem P.G. Report Distribution: Engineering, Inc. (1) Reed Engineering Group y X~. ~t E h~~-----~/Project Manager SS This report is exclusively for the use of the client indicated a'bove and shall not be reproduced in full without written approval of HBC Engineering, Inc. REPORT OF FLOOR FLATNESS INSPECTION ~ ENGINEEP,~G, INC. Ig90 [ Carpenter Freeway', Suite 100 D~, T~xa~ 75247 PROJECT NAME: FREEPORT 7 PROJECT NO.: 94011157 DATE PLACED: 05/15/2001 REPORT NO,: 94011157,0008 DATE TESTED: 05/17/2001 SLAB-ON-GRADE, POUR #12 8 6 C 9 10 5 ~ 4 G 455.0' 6~ 7 3 J 86.0' SLAB-ON-GRADE, POUR #12 ~ NORTH NOT TO SCALE Combined Test Section DATA,FREEPORT POUR12 05152001 Run Name No. Rdgs measured Ff measured F1 RUN01 65 76.53 <64.71-88.34> 45.83 <38.10-53.55> RUN02 65 82.07 <69.40-94.75> 58.25 <48.43-68.07> RUN03 65 85.92 <72.65-99.19> 82.12 <68.28-95.97> RUN04 65 81.04 <68.53-93.56> 40.08 <33.32-46.83> RUN05 65 100.25 <84.77-115.73> 50.01 <41.58-58.45> RUN06 65 61.12 <51.68-70.56> 32.04 <26.64-37.44> RUN07 65 71.43 <60.40-82.46> 68.00 <56.53-79.46> RUN08 65 70.51 <59.62-81.39> 50.67 <42.13-59.21> Totals: 520 76.38 <79.89-72.87> 47.66 <50.05-45.28> Spec Ff: 35 Floor area above Ff Spec: 9276 sq feet. Spec Fl: 24 Floor area above F1 Spec: 8244 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 POUR12 05152001 RUN01 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 76.53 <64.71-88.34> Specified F1 : 24.00 Measured F1 : 45.83 <38.10-53.55> 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 DIPSTICK SURVEY REPORT DATA, FREEPORT POUR12 05152001 RUN02 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 82.07 <69.40-94.75> Specified F1 : 24.00 Measured F1 : 58.25 <48.43-68.07> 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::!::ji :::: :::: :::: ::::1::::: I rrr ..... r,r, [ ....... .-,-,-,-,--.-.-,-,--,-,-,-,-.-,-,-,-,--,-,-,-,-,- 'g~ ..~-~-~-~-.-~-~-~-~-.-~-~-*-~..-~-~-~-~-.-~-~-~.-~-~->-~--~-~-~-~--~-~-~-~-.-~-~-~-~--~-}-~-~-~. '--I : : :: i: : : : :: : : : : : : : : : : : : : : : : : : :: : : : : : : : : : ..[.[.[.[..t.~.[ ...... 1 ....... ,.,.,.,..., ._,_,..,.,_,-,_ .,_,_,_,- -,-,-,-,. -,-,-,-,- -,-,-,-,-,. 0 .... ~ .... ~ ................ ~ ............. ::::: ~ :::::::::~:::: :::: : :: :::: :::: :::: :::: ::::: ::::,::::':::: ::::~ :::: :::: :::: :::: :~ ............................. l-.-~-~-t-.~.~-~-~-~-.-~-~-~-r--~-t-~-t-.-~-~-~-r-.-~-~-t-~-.-r-~-~-~-~- .... ................ .... .... .... :::: ~:::: :::: :::: :::: ........................................... II DIPSTICK SURVEY REPORT DATA\FREEPORT POUR12 05152001 RUN03 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 85.92 <72.65-99.19> Specified F1 : 24.00 Measured F1 : 82.12' <68.28-95.97> 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-~ ilil :ii~ iii: :::: :::: :::: :: : ::::1:::: ::::: ..~.~.~.~_..~.~.~.~_._~.~.~.~..-~-~-~-~--~-~-~-~-,-,-,-,--,-,-,-,--,-,-,-,--,-,-,-,-.-,-,-,-,-,- ~ : 11 : I I : : : : : : . . . ........................ A. L.~ ................................ 1111 ...,:::: ,..,:::: ........ ::::~::::i.::: ::::~::ii! ~xl '"' ............ '"' "" :::: ' :::: \:::: :::: :::: :::: ''"' ..... V DIPSTICK SURVEY REPORT DATA,FREEPORT POUR12 05152001 RUN04 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 81.04 <68.53-93.56> Specified F1 : 24.00 Measured F1 : 40.08 <33.32-46.83> 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 I I DIPSTICK SURVEY REPORT DATA, FREEPORT POUR12 05152001 RUN05 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 100.25 <84.77-115.73> Specified F1 : 24.00 Measured F1 : 50.01 <41.58-58.45> 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 ..................... i ........ :,:~::::: : : .............. : : : : : : : : : : : : : : : : , : ....... L.~ ':' : :: :: : ::: : :: : ': : : : : :: ' ::: : :,,: ,, ,: :: : : : :Z :.i. .:..i .... .......~-;--~-~.,--~}---~.~4--~-~-~-~-.-,-,-,-,-.-,-,-,-,-,- ........... : : : : : : : : : : : : : : 'L ~ '. .............. ~ '::: :::: :::: .: ........................... I~ ' ' : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : ' ' : : : : : : ~ L.~ ........... :::: :::: :::: :: : ............ ~.. ........ : : : : : : : : : : : : : : : .................~ : C'~ ~ .......... ::: :::: :::: :::: ................ I 0 r'--- f"'l ........ --'-'-'-"-'-'-'"--'''""'""'"'"""'""'''"'"'''"''"''"'"'"" ........... ::: :::: :::: .............. cD s~q~ ~ c~ ~ I i, I I I DIPSTICK SURVEY REPORT DATA,FREEPORT POUR12 05152001 RUN06 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 61.12 <51.68-70.56> Specified F1 : 24.00 Measured F1 : 32.04 <26.64-37.44> 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 POUR12 05152001 RUN07 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 71.43 <60.40-82.46> Specified F1 : 24.00 .Measured F1 : 68.00 <56.53-79.46> 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 POUR12 05152001 RUN08 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 70.51 <59.62-81.39> Specified F1 : 24.00 Measured F1 : 50.67 <42.13-59.21> 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 7 DIPSTICK SURVEY REPORT DATA,FREEPORT POUR12 05152001 RUN08 Report Date: 05/18/2001 ~erator ID : Bulent Ethem,PG Test Date: 05/17/101 In Length : 65 feet Data Collection Bias: N/A in Local Ff : 20.0 Design Slope : N/A in Local F1 : 15.0 Start Point Elev : 0.000000 F-NUMBER ANALYSIS )ecified Ff : 35.0 Measured Ff : 70.51 <59.62-81.39> ~ecified F1 : 24.00 Measured F1 : 50.67 <42.13-59.21> ELEVATION TOLERANCE ANALYSIS Elevation Tolerance Specified HBC ENGINEERING, INC. Phone : 214-630-1010 Fax : 214-630-7070 REPORT OF FLOOR FLATNESS INSPECTION ENGINEERING, INC 8901 Carpen~ Freeway, Suite 1130 Dallas, Texas 75247 DATE OF SERVICE: 05/17/01 REPORT NO.: 94011157.0009 CLIENT NO.: 2691 PROJECT NO.: 94011 ] 57 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 #11, lines 6 to 8 and A to C APPROXIMATE AREA: ' 8,000 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) 83.84 (89.77 - 77.92) Combined Levelness F-Number (FL) 44.14 (47.52 - 40.76) * 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---~ Report Distribution: Engineering, Inc. (1) Reed Engineering Group A gule~m r;,.~-., · ,~ ~ect Manager ' ' SS This report is exclusively for the use of the client indicated :~bove and shall not be reproduced in full without written approval of HBO Engineering, Inc. - T REPORT OF FLOOR FLATNESS INSPECTION ~ ENGINEERING, INC. 8901 Carpenter Freeway, Suite 100 Dallas, Texas 75247 PROJECT NAME: FREEPORT 7 PROJECT NO.: 94011157 DATE PLACED: 05/15/2001 REPORT NO.: 94011157.0009 DATE TESTED: 05/1712001 SLAB-ON-GRADE, POUR #11 10 8 A RUN 04 RUN~2 120.0' RUN 0~ C RUN 03 86.0' SLAB-ON-GRADE, POUR ://:11 .,._ NORTH NOT TO SCALE Combined Test Section DATA,FREEPORT POURll 05152001 Run Name No. Rdgs measured Ff measured F1 RUNO1 65 92.40 <78.13-106.67> 38.35 <31.88-44.81> RUN02 65 91.35 <77.25-105.46> 35.75 <29.72-41.77> RUN03 65 82.38 <69.66-95.10> 75.29 <62.60-87.98> RUN04 65 73.58 <62.22-84.94> 49.16 <40.87-57.44> Totals: 260 83.84 <89.77-77.92> 44.14 <47.52-40.76> Spec Ff: 35 Floor area above Ff Spec: 3421 sq feet. Spec Fl: 24 Floor area above F1 Spec: 2460 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 POURll 05152001 RUNO1 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 92.40 <78.13-106.67> Specified F1 : 24.00 Measured F1 : 38.35 <31.88-44.81> 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 POURll 05152001 RUN02 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 91.35 <77.25-105.46> Specified F1 : 24.00 Measured F1 : 35.75 <29.72-41.77> 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 SUR-VEY REPORT DATA,FREEPORT POURll 05152001 RUN03 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 82.38 <69.66-95.10> Specified F1 : 24.00 Measured F1 : 75.29 <62.60-87.98> 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 .... :::: ............ . ........, ,, , , ,,, , : : : : i-~.~. I '~'~'~'~' '~'~'~'~' '~'~'~'~' '~'~'~'~''~'~'~'~' ' ..................... ~ .t.t.t.l..[.l.:.t..[.[.[.t..t.t.;.[..t.t.t.l. ' '' ' ..t.t.[.t...t.t.[.t..t.[.t.t.i.[.:.t.:.t. .......................................... II .,_,.,_,..,.,.,.,.'.,.,.,.,..,.,_,_,..,_,.,., ......................... C~ iiii iiii'iiii iiii,i!ii-:: ...... ~:''' :' '~ .... : .i.i.i.~..~.!.i.i...i.???~.!.??!...?!.!.!.~.~.~.~.~.~.~.i..~.~.!.~..~.~.!.~..~.~.~.~.~. ..~.~.~.~...~.~.~.~..-~-~.~-~- -~-~-~-~-.-~-~-~-~ .......................... ............ :::: iiii ~iill i[ii ilil i!ii ..... ..........................................II I I I DIPSTICK SURVEY REPORT DATA, FREEPORT POURll 05152001 RUN04 Report Date: 05/18/2001 Operator ID : Bulent Ethem,PG Test Date: 05/17/101 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 : 73.58 <62.22-84.94> Specified F1 : 24.00 Measured F1 : 49.16 <40.87-57.44> 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