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WA9601-LR 990729
HENLEY JOHNSTON & ASSOCIATES, INC. Transmittal Date: 29 J, ly 1999 T o: Shimek, Jacobs & Finklea, L.L. P. Attn: Mr. C~ry C. Hendricks, P.E. Project: Wagon Wheel Ranch Elevated Storaqe Tank Gentlemen: Henley-Johnston & Assoc., Inc. transmits herewith the following: Daily Field Reports, Sunmary of Field DensitV Tests and SunmarV of Concrete. · Strength Tests .................. - - · .......................... Comments: Report Nos. 071 thru 079, inclusive cc; Lai-~Ty Davis, Ci Ly of Co~pell Joe Swinnea, Iandmark Sincerely yours, He~'bert C. C~'owde:c Henley-Johnston & Assoc., Inc. Project No. 6878 telephone (214) 941.3808 fax (214) 943.7645 235 Morgan Ave.. Dallas. Texas. 75203.1088 HENLEY JOHNSTON & ASSOCIATES, INC. engineering geosclence consultants PROJECT:' WAGON WF{EEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P, BRIEF DESCRIPTION AND LOCATION: WEATHER: TIME: START WORK': ~""; DELAYS: DAILY FIELD REPORT REPORT DATE: HJA JOB No: TECHNICIAN: .REVIEWED BY: 6878 WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) 1. PIERINSPECTION/FOUNDATION ( ) 10. FIELD DENSITY TESTING ( ) 2. CONCRETE INSPECTION ( ) 11. CONCRETE CYUNDER / PICK-UP ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. GROUT CUBES ( ~, ) 4. SELECT FILL PLACEMENT ( ) 13. FIELD GRADATION / LIME ( ) 5. LIME STABILIZATION ( } 14. FIELD REPORTS ( ) ,5. i-.-OO I'ING INSPECTION ( ) 15. FIELD SAMPLING * ( ) 7. GENERAL INSPECTION * ( ) 16. TENOON/ PROOF LOAD INSPECTION ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 17. PIER INSPECTION / RETENTION ( ) 9. TIE-BACKtNSPECTtON ( ) 18. SEE ATFACHED SHEETS FOR TEST RESULTS REMARKS: TECHNICIAN:.~".,,,r~~ ENGINEER: REPORT No.: ,~ .~ / SHEET / OF telephone (214) 941-3808 lax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATE3, iNC. engineerhg geoscience consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, jACOBS & FINKLEA L.L.P. DAILY FIELD REPORT REPORT DATE: '7/~,/q~ HJA JOB No: 6878 TECHNICIAN:/~,/~,/t/7~,~ REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: ~c,,~-~a.- ,"e.4eza.,,n,-=.-:~r;,', ~A~ WEATHER: TIME: START WORK: ~.~,~ DELAYS: STOP WORK: /Z.' ~E~ WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK.( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( )1. ( ( )3. ( )4. (')s. ( )6. ( )7. ( ( )9. PIER INSPECTION / FOUNDATION CONCRETE INSPECTION SUB-SURFACE DRAIN INSTALLATION SELECT FILL PLACEMENT LIME STABILIZATION FOOTING INSPECTION GENERAL INSPECTION * REINFORCEMENT STEEL INSPECTION TIE-BACK INSPECTION REMARKS: 1 o. FIELD DENSITY TESTING 11. CONCRETE CYUNDER / PICK UP 12. GROUT CUBES 13. FIELD GR~.DATION / LIME 14. FIELD REPORTS 15. FIELD SAMPLING * 16. TENDON / PROOF LOAD INSPECTION 17. PIER INSPECTION / RETENTION 18. SEE ATTACHED SHEETS FOR TEST RESULTS ENGINEER: REPORT No.: 0 ~7 2- SHEET / OF telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. engineerhg geoscience consultants CONCRETE STRENGTH TESTS PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELL, TEXAS JOB No.: 6878 DATE: SUPPLIER TX~ SAMPLE DATA SET 1 SET 2 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT 74~ q'/ SET 1 LOCATION SET 2 LOCATION CYL. No. MIX SLUMP DATE (in.) PLACED DATE AGE TESTED (days) TOTAL LOAD Obs.) ~ '~ 2O0 COMPR. STRENGTH (psi) ,.~11o 3o. b0 MIX DESIGN SET1 SET2 CEMENT FINE COARSE W/C REQ'D REQ'D CONTENT AGGR. AGGR. RATIO 7 DAY 28 DAY (Ibs.) (Ibs.) (Ibs.) (gals/sk) (psi) (psi) TECHNICIAN ENGINEER REPORT No. SHEET ~- OF ~,, ADMIX telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 1 HENLEY JOHNSTON & ASSOCIATES, INC. engineerhg geoscience consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FiNKLEA L.L.P. BRIEF DESCRIPTION AND LOCATION: (n~.<f_/<~.~_ s DAILY FIELD REPORT REPORT DATE: 7- HJA JOB No: 6878 TECHNICIAN: REVIEWED BY: WEATHER: ~L,'~, ,, 4, ~'O %r TIME: START WORK: c~:Of,-,~ STOPWORK: 2tO0 DELAYS: ,2r.,u,~. j~/~,Vrt/ /1~,~. ~-./,,,f~l~.. ,4,,~.I WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) 1. PIER INSPECTION / FOUNDATION ( ) 10. FIELD DENSITY TESTING (X) 2. CONCRETE INSPECTION ( )~ ) 11. CONCRETE CYUNDER / PICK-U_,_,__~P ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. GROUT CUBES ( ) 4. SELECT FILL PLACEMENT ( ) 13. FIELD GRADATION / LIME (; ) 5. LIME STABILIZATION (~() 14. FIELD REPORTS ( ) 6. FOOTING INSPECTION (' ) 15. FIELD SAMPLING * ( ) 7. GENERAL INSPECTION * ( ) 16. TENDON / PROOF LOAD INSPECTION ( ) 8, REINFORCEMENT STEEL INSPECTION ( ) 17. PIER INSPECTION / RETENTION ( ) 9. TIE-BACK INSPECTION ( ) 18. SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: ~ 7 -~' SHEET / OF 2_ telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave,, Dallas, Texas 75203-1025 .HENLEY ] JOHNSTON & ASSOCIATES, INC. engine6ring geoscience consultants PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES. INC. LOCATION: COPPELL. TEXAS SAMPLE DATA SET 1 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION 2.0'7 / O: q-( .~,,, It'. '-/b ,;,"~ ,~."/~',~ .c. i rt r SET 2 LOCATION 'CONCRETE STRENGTH TESTS JOB No.: 6878 DATE: 7- SUPPLIER -,'FX-I,, SET2 ?/'5/¢ ~' ,4'z ,, t'/s' M f CYL. SLUMP DATE No. MIX (in.) PLACED TOTAL COMPR. DATE AGE LOAD STRENGTH TESTED (days) (Ibs.) (psi) 7-/~ 7 /of/¢~o ,~27o '[-& ?b' MIX DESIGN SET1 SET2 CEMENT CONTENT ¢bs.) FINE COARSE AGGR. AGGR. 0bs.) W/C REQ'D REQ'D RATIO 7 DAY 28 DAY (gals/sk) (psi) (psi) ADMIX TECHNICIAN ENGINEER REPORT No. SHEET 2--. OF 2_ telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 I HENLEY JOHNSTON & ASSOCIATES, INC. englneerhg geoscience consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. BRIEF DESCRIPTION AND LOCATION: DALLY FIELD REPORT REPORT DATE: HJA JOB No: 6878 TECHNICIAN: ~ 9c'~,.¢,',,,,.-,r REVIEWED BY: ,,p y/; ,r/,,,,_.r WEATHER: TIME: START WORK: r?'.' SO STOP WORK: /O-'OO WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) 1, PIER INSPECTION / FOUNDATION ( ) 10. FIELD DENSITY TESTING ( ) 2. CONCRETE INSPECTION ( X~ ) 11. CONCRETE CYUNDER / PICK-UP ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. GROUT CUBES ( ) 4. SELECT FILL PLACEMENT ( ) 13. FIELD GRADATION / LIME (; ) 5, LIME STABILIZATION ( y ) 14. FIELD REPORTS ( ) 6, FOOTING INSPECTION ( ) 15. FIELD SAMPLING * ( ) 7. GENERAL INSPECTION * ( ) 16. TENDON / PROOF LOAD INSPECTION ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 17. PIER INSPECTION / RETENTION ( ) 9. TIE- BACK INSPECTION ( ) 18. SEE ATFACHED SHEETS FOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: zP/7- 4- SHEET ~ OF/' telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dalbs, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES. INC. engineerhg geoscience consultants DAILY FIELD REPORT PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. REPORT DATE: HJA JOB No: 6878 TECHNICIAN: ,~,( REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: WEATHER: (zj/,~,t,,~ ~ff,~ TIME: START WORK: ~ _'. 0 O STOP WORK: DELAYS: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) 1. PIER INSPECTION / FOUNDATION ( ~ ) 10. FIELD DENSITY TESTING ( ) 2. CONCRETE INSPECTION ( ) 11. CONCRETE CYUNDER/PICK-UP ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. GROUT CUBES ( ) 4. SELECT FILL PLACEMENT ( ) 13. FIELD GRADATION / LIME (: ) S. LIME STABILIZATION ( ) 14. FIELD REPORTS ,, ) 6. FOOTING I,".,ISPECT!ON ; ~ '~ = z:scLD SAMPLING * ( ) 7. GENERAL INSPECTION * ( ) 16. TENDON / PROOF LOAD INSPECTION ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 17. PIER INSPECTION / RETENTION ( ) 9. TIE-BACKINSPECTION ( ) 18. SEEA"R"ACHED SHEETS FOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: SHEET I OF z.- telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 1 HENLEY JOHNSTON "& ASSOCIATES, INC. engineerhg geoscience consultants PROJECT: WAGON'WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, INC. LOCATION: COPPELL, TEXAS FIELD IDENT No. LOCATION / LAYER FIELD COMPACTION TESTS HJAJO'BNo.: 6878 PROJECT No.: DATE: ?-~Y--R~' LABORATORY FIELD TEST DATA DATA DENSITY: ASTM D 2922 ASTM D 698 MOISTURE: ASTM D 3017 OPT STD DRY % MC DEN DEN MC DRY (%) (pcf) (pc0 (%) DEN tl I I COMPLIES PROJECT SPECS. YES NO PROJECT SPECIFICATIONS MOISTURE: RANGE FROM -2 % TO +4 % FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 % MAXIMUM DRY DENSITY (ASTM D 698) WEATHER: C/..,/,+.,t.,,,~ t"':,t/,-.~ ,Z"'O° ~ COMPACTION METHOD: REMARKS: TECHNICIAN ENGINEER REPORT No. ~ ~ 5""]"') SHEET 2.., OF L telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. engineerhg geoscience consultants DALLY FIELD REPORT PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 7-15-'~ q 6878 BRIEF DESCRIPTION AND LOCATION: 6'2~/,,-~J ,~.ur./~,~. 4/~-.,,'i r-, o-, (,J-rJ- ~,~ WEAY~ER: TIME: START WORK: ~ .'. ~8 STOP WORK:/.'~0/~[ ~u, / WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) 1. PIER INSPECTION/FOUNDATION ( X ) ( X ) 2. CONCRETE INSPECTION ( ~: ) ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) ( ) 4. SELECT FILL PLACEMENT ( ) (') 5. LIME STABILIZATION (/K) t ~ z \ ~ I C. FOOTING INSPECTION ~ ~ ( ) 7. GENERAL INSPECTION * ( ) ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) ( ) 9. TIE-BACK INSPECTION ( ) 1 o. FIELD DENSITY TESTING 11. CONCRETE CYUNDER / PICK-UP 12. GROUT CUBES 13. FIELD GRADATION / LIME 14. FIELD REPORTS 15. F!ELD SAMPL!NG * 16. TENDON / PROOF LOAD INSPECTION 17. PIER INSPECTION / RETENTION 18. SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: SHEET telephone (214) 941-3808 .... ._,:,...': ','~'7;, 7.-' , ' fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. engineerhg geoscience consultants FIELD CO MPACTIO N TESTS PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, INC. LOCATION: COPPELL, TEXAS HJA JOB No.: 6878 PROJECT No.: DATE: 7- I ':;-~ I~ FIELD IDENT LOCATION / LAYER No. LABORATORY FIELD TEST DATA DATA DENSITY: ASTM D 2922 ASTM D 698 MOISTURE: ASTM D 3017 OPT STD DRY % MC DEN DEN MC DRY (%) (pcf) (pc0 (%) DEN COMPLIES PROJECT SPECS. YES NO PROJECT SPECIFICATIONS MOISTURE: RANGE FROM -2 % TO +4 % FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 % MAXIMUM DRY DENSITY (ASTM D 698) WEATHER: (2/4 z~,/14 TO °-f ~ t- l,f OOMPAOTION METHOD: S',,~n/--~ REMARKS:///o P--e,-r~eAe_. Pi,,f,,,c/ TECHNICIAN ENGINEER REPORT No, __. &/'~ D_ _ SHEET z OF .,5. telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY f JOHNSTON '& ASSOCIATES, INC. engtnee~'hg geoscience consultants PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELL, TEXAS SAMPLE DATA SET 1 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETETEMP. AIR CONTENT 2o'7 ? .'5 t~ q'_S' / o : ,-/ o fi m /1: so n m ~'7o SET 1 LOCATION ~Je, r,--F-F, flo ,' ,,,F L-N. ix,It ~ (-- SEI' 2 LOCATION CONCRETE STRENGTH TESTS JOB No.: 6878 DATE: 7- t Y- ff SUPPLIER TXI SET2 boc,,,d /',,~,, ,, Q j_ it'o' CYL. SLUMP DATE DATE No. MIX (in.) PLACED TESTED l ~ ~ k 5/z t '7-5' 7.-z 2- Z 7-2-2- TOTAL COMPR. AGE LOAD STRENGTH (days) (Ibs.) (psi) 7 $s'/oo Soso 7 8~5'oo Zgqo ! CEMENT FINE COARSE W/C REQ'D REQ'D MIX CONTENT AGGR. AGGR. RATIO 7 DAY 28 DAY DESIGN (Ibs.) (Ibs.) (Ibs.) (gals/sk) (psi) (psi) ADMIX SET 1 ~DDCr) SET2 TECHNICIAN ENGINEER REPORT No. SHEET 3 OF 3 telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave,, Dallas, Texas 75203-1025 '1" HENLEY JOHNSTON & ASSOCIATES, INC. engineering geoscience consultants DAILY FIELD R EP ORT PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 7-/~- ~q 6878 BRIEF DESCRIPTION AND LOCATION: /,-., %'E TIME: START WORK: ,/,2.,2,(.) .,¢/H STOP WORK: ,y WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) (/) ( ) ( ) ( ( ( ( ) )s. )7. )8. )9. 1. PIER INSPECTION / FOUNDATION (/(2 ) 2. CONCRETE INSPECTION ( 20 3. SUB-SURFACE DRAIN INSTALLATION ( ) 4. SELECT FILL PLACEMENT ( 5. LIME STABILIZATION (f) FOOTIN'G ~NSPEt''r O~ GENERAL INSPECTION * ( ) REINFORCEMENT STEEL INSPECTION ( ) TIE-BACK INSPECTION ( ) 1 o. FIELD DENSITY TESTING 11. CONCRETE CYUNDER / PICK-UP 12. GROUT CUBES 13. FIELD GRADATION / LIME 14. FIELD REPORTS '~ FIELD ~Mo' ~N~ * 16. TENDON / PROOF LOAD INSPECTION 17. PIER INSPECTION / RETENTION 18. SEE A'T'I'ACHED SHEETS FOR TEST RESULTS TECHNICIAN: ENGINEER: REPORT No.: SHEET / OF ~ telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. engineering geoscience consultants PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, INC. LOCATION: COPPELL, TEXAS FIELD COMPACTION TESTS HJA JOB No.: PROJECT No.: DATE: 6878 FIELD IDENT No. LOCATION / LAYER LABORATORY DATA ASTM D 698 OPT STD MC DEN (%) (pc0 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 DRY % DEN MC DRY (pcf) (%) DEN 137,1 q.O qS,O COMPLIES PROJECT SPECS. YES NO / 5'.7/q~i.q/37. t/4.~ 95,0 5. 7 ~ qq. q///3 .~ q -~- ? ~.~ ~ PROJECT SPECIFICATIONS MOISTURE: RANGE FROM -2 % TO +4 % FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 % MAXIMUM DRY DENSITY (ASTM D 698) COMPACTION METHOD: S'n4oo/'l,I /)rz.u,,v/ flo['['~/z,- REMARKS: TECHNICIAN ENGINEER REPORT No. SHEET 2-,-- OF q telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY /') JOHNSTON & ASSOCIATES, INC. enginee~hg geoscience consultants PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELt.., TEXAS SAMPLE DATA SET 1 TRUCK No, TICKET No, TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION //: 5o SET 2 LOCATION CONCRETE STRENGTH TESTS JOB No.: 6878 DATE: SUPPLIER SET ,2 CYL. SLUMP DATE DATE No. MIX (in.) PLACED TESTED / ~ ~ 5'j/~ ' 7-/~ 7-2 3 2 ~ I 7-23 ,J TOTAL COMPR. AGE LOAD STRENGTH (days) (Ibs.) (psi) 7 IIZ~o 39aa8 7 WZ/-,;~) MIX DESIGN SET1 SET2 CEMENT FINE COARSE W/C CONTENT AGGR. AGGR. RATIO (Ibs.) (Ibs.) (Ibs.) (cjals/sk) TECHNICIAN ENGINEER REPORT No. REQ'D REQ'D 7 DAY 28 DAY (psi) (psi) ADMIX q o o n ,'v4- SHEET ,.'.3 OF W telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY q JOHNSTON &'ASSOCIATES, INC. enginee~hg geoscience consultants PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELL, TEXAS SAMPLE DATA SET 1 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION 2 :ooPF1 2: 50/,ryl SET 2 LOCATION CONCRETE STRENGTH TESTS JOB No.: DATE: SUPPLIER 6878 SET2 CYL. SLUMP DATE DATE No. MIX (in.) PLACED TESTED '-15 TOTAL AGE LOAD (days) (Ibs.) 7 ~'dOdO COMPR. STRENGTH (psi) MIX DESIGN SET1 SET2 CEMENT FINE COARSE W/C REQ'D REQ'D CONTENT AGGR. AGGR. RATIO 7 DAY 28 DAY (Ibs.) (Ibs.) (Ibs.) (gals/sk) (psi) (psi) ADMIX TECHNICIAN ENGINEER REPORT No. SHEET /'/ OF ¢, telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. englneerhg geoscience consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. DAILY FIELD REPORT REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 6878 BRIEF DESCRIPTION AND LOCATION:////~,[/j,,,¢,...(,f'[,,h,'e.,,~,..,d .,-..C .~(:, c~ [c..¢.s ,,,.o,,.d. C, s/ TWIME: ~TART WOR~: /0 '. DO STOP WORK: DELAYS: 5:-.J Z/oaZc ~,.~c/~ A,~ 4/'~,y WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) 1. PIER INSPECTION / FOUNDATION ( ) 10. FIELD DENSITY TESTING (/' ) 2. CONCRETE INSPECTION ( ~' ) 11. CONCRETE CYUNDER / .PICK-UP ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. GROUT CUBES ( ) 4. SELECT FILL PLACEMENT ( ) 13. FIELD GRADATION / LIME (; ) 5. LIME STABILIZATION (2~) 14. FIELD REPORTS ( ) S. FOOTING INSPECTION ( ) 15, FIELD SAMPLING * ( ) 7. GENERAL INSPECTION * ( ) 16, TENDON / PROOF LOAD INSPECTION ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 17, PIERINSPECTION/RETENTION ( ) 9. TIE-BACKINSPECTION ( ) 18. SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: z~ 7---',~' _ SHEET / OF '2..- telephone (214) 941-3808 · ! If fax (214) 943-764S 235 Morgan Ave,, Dallas, Texas 75203-1025 '1 HENLEY JOHNSTON & ASSOCIATES. INC. engineerh'g geoscience consultrots · DA! LY 'FI ELD'R EP ORT' PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. REPORT DATE: 7- Z l- ~ ~ HJA JOB No: 6878 TECHNICIAN: ,~'tff~/-{~/.4 REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: WEATHER: TIME: START WORK: q:O0 STOP WORK: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( )1. ( )3. ( )4. (;)5. ( )6. ( )7. ( )8. ( ) 9. TIE-BACK INSPECTION PIER INSPECTION / FOUNDATION ( ) 10. CONCRETE INSPECTION ( v)"'l 1. SUB-SURFACE DRAIN INSTALLATION ( ) 12. SELECT FILL PLACEMENT ( ) 13. LIME STABILIZATION (//-) 14. FOOTING INSPECTION ( ) 15. GENERAL INSPECTION * ( ) 16. REINFORCEMENT STEEL INSPECTION ( ) 17. ( )'~8. FIELD DENSITY TESTING CONCRETE CYUNDER / PICK-UP GROUT CUBES FIELD GRADATION / LIME FIELD REPORTS FIELD SAMPUNG * TENDON / PROOF LOAD INSPECTION PIER INSPECTION / RETENTION SEE ATFACHED SHEETS FOR TEST RESULTS TECHNICIAN: ENGINEER: REPORT No.: SHEET / OF 3 telephone (214) 941-3808 fax (214) 943-764S 235 Morgan .Ave., Dallas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCJATES, INC. engineering geoscience consultants PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELL, TEXAS SAMPLE DATA SET 1 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT ,~/° SET 1 LOCATION SET 2 LOCATION CONCRETE STRENGTH TESTS JOB No.: 6878 DATE: ~'/17 SUPPLIER -T.-X+ SET 2 CYL. No. MIX MIX DESIGN SET1 SET2 SLUMP DATE (in.) PLACED DATE TESTED TOTAL COMPR. AGE LOAD ;STRENGTH (days) (Ibs.) I (psi) I I too oo -~ I la& Zoo Z ,~ I ~o"1o0 ~ I Z:~3oo qSTO CEMENT FINE COARSE W/C REQ'D REQ'D CONTENT AGGR. AGGR. RATIO 7 DAY 28 DAY (Ibs,) (IbS.) (IbS.) (gals/sk) (psi) (psi) TECHNICIAN ENGINEER REPORT No. ADMIX SHEET Z OF ~, telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 ~,.,~ ~ .JoHNsToN & ASSOCIATES, INC. enginoeriag geoscience consultants CONCRETE STRENGTH TESTS PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELL, TEXAS JOB No.: 6878 DATE: ~-I~-q SUPPLIER TXI SAMPLE DATA SET 1 SET 2 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTEN r SET 1 LOCATION 2o~ 7~7~Z- <): :5'O,rt-~ ......... Zr.3_ ~. ........ ............ J_-5_9'/~t SET 2 LOCATION CYL. SLUMP DATE No. MIX (i_0_;) PLACED CEMENT FINE COARSE MIX CONTENT AGGR. AGGR. DESIGN (Ibs.) (Ibs.) (Ibs.) SET1 SET 2 .j TECHNICIAN fl_~/~ C4,:,t~¢< ENGINEER REPORT No. DATE TESTED (~-2~' 14o t.~ w/C RATIO (gals/sk) l AGE (day_s) 7 ? 2,5' REQ'D 7 DAY TOTAL LOAD (Ibs.1 REQ'D 28 DAY (psi) ~3ot~(b SHEET COMPR. STRENGTH ,(.osi) 3q7P // q7o ADMIX telephone (214) 941-3808 fax (214 g43-7645 235 Morgan Ave.. Dallas. Texas 75203-1025 HENLEY 1 JOHNSTON & ASSOCIATES, INC. engineering geoscience consultares CONCRETE STRENGTH TESTS PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELL0 TEXAS JOB No.: 6878 DATE: SUPPLIER T"XI SAMPLE DATA SET 1 SET 2 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT ~", .~'?., clt3o _~2-e /u,'sr, _ SET1LOCATION/~r~ ;~/~_~ f/,crr~-~Oa.¢., .rk,,'t, '~Z- -S°'/U,~C 5'° C%~ef SET 2 LOCATION CYL. NO. / 2- .q MIX DESIGN SET1 SET2 SLUMP DATE MIX (in.) PLACED TOTAL DATE AGE LOAD TESTED (days) (Ibs.) ~-Lf i 7 I ~q aoo C~-z-5 7 9 I ~-zo z~ ll~ ~oo 7-zo z? llb~o I CEMENT FINE COARSE W/C REQ'D CONTENT AGGR. AGGR. RATIO 7 DAY (lbs.) (Ibs.) (Ibs.) (gals/sk) (psi) REQ'D 28 DAY (psi) 1 COMPR. STRENGTH (psi) TECHNICIAN ENGINEER REPORT No. SHEET 2--- OF Z..- telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY .JOHNSTON & ASSOCIATES, INC. engineering gaDscience consultants CONCRETE STRENGTH TESTS PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES. INC. COPPELL. TEXAS JOB No.: 6878 DATE: SUPPLIER SAMPLE DATA SET 1 SET 2 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP AIR CONTENT SET 1 LOCATION SET 2 LOCATION CYL. No. MIX t SLUMP DATE (in.) PLACED J DATE AGE TESTED .[days) 1'7 7-I 7 7-Z2- 2f 7-2_2 7 TOTAL LOAD (Ibs.) Ilq, COMPR. STRENGTH (psi) qlzo MIX DESIGN SET1 SET2 CEMENT CONTENT (Ibs,) TECHNICIAN ENGINEER REPORT No. FINE AGGR, (Ibs.) COARSE AGGR. (Ibs.) I W/C REQ'D RATIO 7 DAY (gals/sk) REQ'D 28 DAY (psi) I ADMIX SHEET ~ OF Z_-- telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave.. Dallas, Texas75203-1025 HENLEY JOHNSTON &!'ASSOCIATES, INC. on6inoerhg gaDscience consultants CONCRETE STRENGTH TESTS PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES. INC. COPPELL. TEXAS JOB No.: DATE: SUPPLIER 6878 SAMPLE DATA SET 1 SET 2 TRUCK No. TICKET No. TIME BATCHEO TIME SAMPLED CONCRETE 'FEMP ..\1I'~ COi',J'FEr, J [ SET 1 LOCATION SET 2 LOCATION I ICYL. NO. MIX I ~ I SLUMP DATE (LO=) PLACED DATE AGE TESTED Idavsl 7/,~7~ ~ ........... I CEMENT FINE COARSE W/C MIX CONTENT AGGR, AGGR. RATIO DESIGN (Ibs.) (Ibs,) ([bs.) (gals/sk) SET 1 TECHNICIAN ENGINEER REPORT No. REQ'O 7 DAY (p~l ., TOTAL LOAD (Ibs,) I ,~i 7oz> COMPR. STRENGTH (psi) REO'O 28 DAY (psi} SHEET ~._ OF ADMIX lelephone (214) 941-3808 lax (214 943-.,7645 235 Morgan Ave., Dallas. Texas 75203'1025 HENLEY JOHNSTON &'ASSOQIATES, INC. on~inoerhg geoscience consultants PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARl( STRUCTURES, INC. COPPELL, TEXAS SAMPLE DATA SET 1 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP ..'dF{ CON I'E,"] i SET I LOCATION SET 2 LOCATION -7Y7~9 Z 9', 30 CONCRETE STRENGTH TESTS JO 8 No.: 6878 DATE: ~-30- 9~ SUPPLIER -T-X-'I ~r/~n~ ~,,t.~f SET 2 CYL. No. t,,11X / SLUMP DATE DATE I AGE iCL0_;) PLACEO TESTEO I (days1 s~'l c-sc~17-? J '7 TOTAL LOAD (~bs.) 9~' CEMENT MIX CONTENT DESIGN (Ibs.) SET1 h SET2 { FiNE AGGR. COARSE w/C REQ'D REQ'O AGGR. RATIO 7 DAY 28 DAY I(D_.s_.) (9als/sk) (psi) (psi) J I TECHNICIAN ENGINEER REPORT No. SHEET ~ OFZ- COMPR. STRENGTH (psi) 33~o0 3Z~'o AOMIX ! .. telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLIlY JOHNSTON & ~SSOCIA'f'ES, INC, onginoerhg geescience consultants PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELL, TEXAS SAMPLE DATA SET 1 TRUCK No. TICKET No. TIME BATCHEO TIME SAMPLED CONCRETE 'FEMP ,.\If'{ COi',J'l'Eh]] 7,/33 7 '.S5 t~ t.i0 SET 1 LOCATION SET 2 LOCATION CONCREFE STRENGTF! TESTS JOB No.: 6878 DATE: SUPPLIER -T--X-f' SET 2 CYL. No. I Z 3 SLUMP NIlX 53k i SYz." DATE DATE I AGE PLACEO TESTEel 7-/ I -Tq I 7 17-z' 7 7-2~ 2--g ~ 7-25 TOTAL LOAD I ~boac~ COMPR. STRENGTH (psi) ~II0 CEMENT FINE COARSE W/C MIX CONTENT AGGR. AGGR. RATIO DESIGN (Ibs.) (Ibs.) (Ibs.) (9als/sk) REQ'D REQ'D 70AY 28 OAY (psi) (psi) ADMIX I '1, il TECHNICIAN ENGINEER REPORT No. SHEET 7--- OF Z_ telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 JOHNSTON - & :ASSOCIATES, INC. onb'inoerhb geescience consultants CO NCREFE STR EN GTH TESTS PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARl( STRUCTURES, INC. COPPELL, TEXAS JOB No.: 6878 DATE: 7/Z,/' 4y SUPPLIER TXI SAMPLE DATA SET 1 SET 2 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP ,.\IF~ CONTEr, JT ~.'/5' SET 1 LOCATION SET 2 LOCA""O;" CYL. NO. I I MIX SLUMP DATE . i(~_:) PLACED I I DATE TESTEO AGE (day_s) '7 TOTAL LOAD (~bs.) i i,5, 3ao ilo, COMPR. STRENGTH (p._.si) i MIX DESIGN L SSE~___F1 IJ ...._ 2 CEMENT FINE COARSE W/C CONTENT AGGR. AGGR. RATIO (Ibs.) (Ibs.) (J~_s_,) (9als/sk) TECHNICIAN ENGINEER REQ'D REQ'D 7 DAY 28 DAY (psi) (psi) ADMIX REPORT No. SHEET Z-- OF ,;..,,- lelephone (214) 941-3808 lax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025