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WA9601-LR 990707HENLEY Jr')HNSTON & ASSOCIATES, INC. Gentlemen: Henley-Johnston Transmittal Date: 7 July 1999 To: Shimek, Jacobs & Finklea, L.L.P. Attn: Mr. Gary C. Hendricks, P,E. P r o j e c t: Waqon Wheel Ranch Elevated Storaqe Tank & Assoc., Inc. transmits herewith the following: Daily Field Reports, ,Su~mary of Field' Gra~tion Tests, ~ of Field Density Tests, Sunmary of Ooncrete Strength Tests and Summary of !~horatory Tests Comments: Report Nos. 051 thru 070, inclusive cc: I. ar..~, navis, City o~ Co~n~l] Joe Swinnea, Landmark Sincerely yours, Nerb~zt C. Henley-Johnston & Assoc., Project No. 6878 IRe. telephone (2 ] 4) 941.3808 fax (214) 943.7645 235 Morgan Ave.. Dallas. Texas · 75203.1088 i I HENLEY JOHNSTON & ASSOCIATES, INC. englneerhg geosclence consuit. ants FR'OLI~'CST': wAGON WIlEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. BRIEF DESCRIPTION AND LOCATION: rL'Tt;/J DAILY FIELD REPORT REPORT DATE: -' ...~"'-"-/~ HJA JOB No: 6878 TECHNICIAN: v/. ,,~/~.~.w,., .REVIEWED BY: /"t,~f~..~/.~ ,~-z-~/4, WEATHER: TIME: STAR'I VVORK: DELAYS: STOP WORK: /,,2 WORK PERFORMED ., THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) 1. PIER INSPECTION / FOUNDATION ( v")""'l O. ( ) 2. CONCRETE INSPECTION ( ) 11. ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. ( ~ ) 4. SELECTFILL PLACEMENT ( ) 13. ( ) 5. LIME STABILIZATION ( ~ 14. ( ) 6. FOOTING INSPECTION ( ) 15. ( ) 7. GENERAL INSPECTION * ( ) 16. ( ) 8. REINFORCEMENTSTEEr_INSPECTION ( ) 17. ( ) 9. TIE-BACKINSPECTION ( ) 18. REMARKS: FIELD DENSITY TESTING CONCRETE CYUNDER / PICK-UP GROUT CUBES FIELD GRADATION / LIME FIELD REPORTS FIELD SAMPLING * TENDON / PROOF LOAD INSPECTION PIER INSPECTION / RETENTION SEE A'FFACHEO SHEETS FOR TEST RESULTS ,,., i,,¢;,,'l TECHNICIAN: ENGINEER: REPORT No.: telephone (214) 941-3808 fax (214) 943-7645 SHEET / OF 235 Morgan Ave., Dallas, Texas75203-1025 1 I ,4 HENLEY JOHNSTON & ASSOCIATES, INC. engineerhg geoscience consultants PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, INC. LOCATION: COPPELL, TEXAS FIELD CO M PACT IO N TESTS HJA JOB No.: 6878 PROJECT No.: DATE: LABORATORY FIELD TEST DATA COMPLIES DATA DENSITY: ASTM D 2922 PROJECT ASTM D 698 MOISTURE: ASTM D 3017 SPECS. FIELD OPT STD DRY % IDENT LOCATION / LAYER MC DEN DEN MC DRY YES NO No. (%) (pc0 (pc0 (%) DEN / ///~ L,~- ~,2,P I~,~1~2,~"8~,~ 27,~- yz, 4 t/ // 2_ ~, O /--. t ;2, z,- 97. 7 PROJECT SPECIFICATIONS MOISTURE: RANGE FROM -2 % TO +4 % FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 % MAXIMUM DRY DENSITY (ASTM D 698) WEATHER: COMPACTION METHOD: REMARKS: ~..<.,/~ TECHNICIAN ENGINEER REPORT No. SHEET .2-- OF 2.- telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas75203-1025 HENLEY 'JOHNSTON & ASSOCIATES, INC. engineering geosclence consultants DALLY 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: DESCRIPTION AND LOCATION: BRIEF T~ME: START ~RK: DE~YS: WORK PERFORMED ,, THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( )'~. ( )2. ( )3. ( )4. ( )s. ( )s. ( )7. ( )8. ( )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 ( L.---'F~. FIELD DENSITY TESTING ( ) 11. CONCRETE CYUNDER / PICK-UP ( ) 12. GROUT CUBES ( ) 13. FIELD GRADATION / LIME ( ~ FIELD REPORTS ( ) 15. FIELD SAMPLING * ( ) 16. TENDON / PROOF LOAD INSPECTION ( ) 17. PIER INSPECTION / RETENTION ( ) 18. SEE AI'FACHED SHEETS FOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: z~5'2 telephone (214) 941-3808 fax (214) 943-7645 SHEET / OF ~ 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. englneerhg geoscience consultants PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, inc. LOCATION: COPPELL, TEXAS FI ELD CO MPACTIO N TESTS HJA JOB No.: 6878 PROJECT No.: DATE: ~//zot/? )> t- 2 z~" ~,-.-.'~ l.'>,,~. LABORATORY FIELD TEST DATA 25 f~"/.~.,~,..,,,.,/'~ DATA DENSITY: ASTM D 2922 ASTM D 698 MOISTURE: ASTM D 3017 FIELD OPT STD % IDENT LOCATION / LAYER MC DEN MC DRY No. (%) (pcO (°,/o) DEN COMPLIES PROJECT SPECS. DRY DEN YES NO PROJECT SPECIFICATIONS MOISTURE: RANGE FROM -2 % TO +4 % FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 % MAXIMUM DRY DENSITY (ASTM D 698) TECHNICIAN ENGINEER REPORT No. jr SHEET "Z._- OF ?' telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave,, Dallas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. engineering geosclence 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: 6878 BRIEF DESCRIPTION AND LOCATION:/'¢.tt./V,r----~ ~/~'<:~,,f'/~ TIME: STA)~WOR~.· 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. ( ) 2. CONCRETE INSPECTION ( ) 11. ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. ( ) 4. SELECT FILL PLACEMENT ( ) 13. ( ) 5. LIME STABILIZATION (/,,.-)--14. ( ) 6. FOOTING INSPECTION ( ) ( ) 7. GENERAL INSPECTICN :" ( ) ( ) 8. REINFORCEMENT STEEL :NSPECTION ( ) ( ) 9. TIE-BACK INSPECTION ( ) REMARKS: FIELD DENSITY TESTING CONCRETE CYUNDER / PICK-UP GROUT CUBES FIELD GRADATION / LIME FIELD REPORTS 15. FIELD SAMPLING * 16. TENDON / PROOF LOAD INSPECTION 17. PIER INSPECTION / RETENTION 18. SEE ATTACHED SHEETS FOR TEST RESULTS TECHNICIAN: ENGINEER: REPORT No.: SHEET ) OF ~ telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. englneering geosclence consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. BRIEF DESCRIPTION AND LOCATION: ,'~/t;/~' DALLY FIELD REPORT REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 6878 WEATHER: /¢,-,A~ TIME: START WORK: DELAYS: STOP WORK: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( )'~. ( )2. ( )3. ( )4. ( )s. ( )s. ( )7. ( )8. ( )9. PIER INSPECTION / FOUNDATION ( ) 10. CONCRETE INSPECTION ( ) 11. SUB-SURFACE DRAIN INSTALLATION ( ) 12. SELECT FILL PLACEMENT ( ,,-'~3. LIME STABILIZATION ( ~-y 14. FOOTING INSPECTION ( ) 15. GENERAL INSPECTION * ( ) 16. REINFORCEMENT STEEL INSPECTION ( ) 17. TIE-BACKINSPECTION ( ) 18. REMARKS: FIELD DENSITY TESTING CONCRETE CYLINDER / PICK-UP GROUT CUBES FIELD GRADATION / LIME FIELD REPORTS FIELD SAMPLING * TENDON / PROOF LOAD INSPECTION PIER INSPECTION / RETENTION SEE A'I'FACHED SHEETS FOR TEST RESULTS /,.;.,,,../,,, .:,. ,Z..-,,; / ' ............ TECHNICIAN: ENGINEER: REPORT No.: SHEET /t OF 3' telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas75203-1025 GRADATION TESTS ON LIME STABLIZED SUBGRADE Report Date: Project No.: Technician: Location ! Percent Passing 1-3/4" Sieve Percent Passing 3/4" Sieve 2, /~, o HENLEY JOHNSTON & ASSOCIATES, INC. e~d~ geosden~ ~nsul~ants gy:/,ZZC O,~TC: ~' ~"~'~ CHKD: DATE:: HENLEY-JOHNSTON & ASSOCIATES, engineering cjeoscience consultants DALLAS - WACO INC. PROJECT NO. PAGE -~ OF I I HENLEY JOHNSTON & ASSOCIATES, INC. engineering geosclence consultmrs 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: TECHNICIAN: REVIEWED BY: 6878 WEATHER: /'/4 TIME: START WORK: /: DELAYS: STOP WORK: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( )'~. ( )2. ( )3. ( )4. ( )s. ( )6. ( )7. ( ( )9. REMARKS: PIER INSPECTION / FOUND,~,TION ( v')"'~o. CONCRETE INSPECTION ( ) SUB-SURFACE DRAIN INSTALLATION ( ) SELECT FILL PLACEMENT ( ) LIME STABILIZATION ( ~ FOOTING INSPECTION ( ) GENERAL INSPECTION * ( ) REINFORCEMENT STEEL INSPECTION ( ) TIE-BACK INSPECTION ( ) FIELD DENSITY TESTING 11. CONCRETE CYUNDER / PICK-UP 12. GROUT CUBES 13. FIELD GRADATION / LIME 14. FIELD REPORTS 15. FIELD SAMPLING * 16. TENDON / PROOF LOAD INSPECTION 17. PIER INSPECTION / RETENTION 18. SEE ATTACHED SHEETS FOR TEST RESULTS TECHNICIAN: ENGINEER: REPORT No.: telephone (214) 941-3808 fax (214) 943-7645 SHEET / OF 3 235 Morgan Ave., Dallas, Texas 75203'1025 " I HE~LEY JOHNSTON & ASSOCIATES, INC. engineerhg geoscience consultants Fi ELD CO MPACTI O N TESTS PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, INC. LOCATION: COPPELL, TEXAS HJA JOB No.: 6878 PROJECT No.: DATE: & - ~.~ ,) ~, FIELD IDENT No. LOCATION / LAYER LABORATORY FIELD TEST DATA COMPUES DATA DENSITY: ASTM D 2922 PROJECT ASTM D 698 MOISTURE: ASTM D 3017 SPECS. OPT STD DRY % MC DEN DEN MC DRY YES NO (%) (pcf) (pcf) (%) DEN PROJECT SPECIFICATIONS MOISTURE: RANGE FROM -2 % TO +4 % FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 % MAXIMUM DRY DENSITY (ASTM D 698) COMPACTION METHOD: .,/.4 ~r, .Y,-."J,, .J~, ,~ ,/" REMARKS: y~,~l/' .~/ /:r z,t,.. ~., t,~,/.-.~t Yew t,~ ~.,.c;4. TECHNICIAN ENGINEER REPORT No. SHEET 2... OF ..~ telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 BY: CHKD: DATE: PROJECT NO. PAGE 3 HENLEY-JOHNSTON &c ASSOCIATES, INC. engineering 9eoscience consult, ants DALLAS - WACO I I I HENLEY JOHNSTON & ASSOCIATES, INC. englneerhg geosclence consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. DAILY FIELD REPORT REPORT DATE: (-/Z).- ~' <~ HJA JOB No: 6878 TECHNICIAN: ~::)e ~1 ~ 4,',,.~-~ REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: g,~ ~ [,, ,~. ,,, ,./,,,~<../.,.. ,, &,,../,',l,-,.r WEATHER: TIME: START WORK: ? ',Db STOPWORK: /O'.oO DELAYS: WORK PERFORMED 't, THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( )~. ( )2. ( )3. ( )4. ( )s. ( )6. ( )7. ( )8. ( )9. PIER INSPECTION / FOUNDATION ( ~ ) CONCRETE INSPECTION ( ) SUB-SURFACE DRAIN INSTALLATION ( ) SELECT FILL PLACEMENT ( ) LIME STABILIZATION (/X/) FOOTING INSPECTION ( ) 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 15. FIELD SAMPLING * 16. TENDON / PROOF LOAD INSPECTION 17. PIER INSPECTION / RETENTION 18. SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: telephone (214) 941-3808 fax (214) 943-7645 SHEET t OF 3 235 Morgan Ave., Dallas, Texas 7520,3-1025 I HENLEY JOHNSTON & ASSOCIATES, INC. engineerhg geoscience consultants PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, INC. LOCATION: COPPELL, TEXAS FIELD IDENT No. LOCATION / LAYER LABORATORY DATA ASTM D 698 OPT STD MC DEN (%) (pc0 Fi ELD COMPACTIO N TESTS HJA JOB No.: 6878 PROJECT No.: DATE: (:,-/b- ~, 9 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 DRY % DEN MC DRY (ix:f) (%) DEN 9z, L zS..b ~S. I z~,.3 5b;P ~ 9o,S' Zq-.b ./#//- 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: (.,~]d ,'z ~ (7(') COMPACTION METHOD: REMARKS: ~,.,;/Z. ,rj ~; I 9 ,,Z. ,'//~ ~ ,,/~,y,,; ,,.p/:.'. ,/-~,-,-, TECHNICIAN ENGINEER REPORT No. SHEET ; OF 2 telephone (214) 941-3808 fax (214) 943-764,,.5 235 Morgan Ave,, Dallas, Texas75203-1025 . CHKO: OATE: 1 HENLEY-JOHNSTON & ASSOCIATES, INC. engineering geoscience consultants DALLAS - WACO PROJECT NO. PAGE ~,~ OF .Z- I I I HENLEY JOHNSTON & ASSOCIATES, INC. englneerhg geosclence 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: TECHNICIAN: REVIEWED BY: 6878 WEATHER: //a,- ~ ~/,~,- ,,Z), ,,/.,,. ,.., TIME: START WORK: /,'./j-/~.,~ STOP WORK: .3';/..f',,~,~ 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 CYLINDER / PICK-UP ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. GROUT CUBES ( ) 4. SELECT FILL PLACEMENT ( ) 13. FIELD GRADATION / LIME ( ) 5. LIME STABILIZATION ( '/T 14. FIELD REPORTS ( ) 6. FOOTING INSPECTION ( v.~ 15. FIELD SAMPLING * ( ) 7. GENERAL INSPECTION * ( ) 16. TENDON / PROOF LOAD INSPECTION ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 17. PIER INSPECTION / RETENTION ( ) 9. 'FIE-BACKINSPECTION ( ) 18. SEE ATTACHED SHEETS FOF{ TEST RESULTS TECHNICIAN: ENGINEER: REPORT No.: SHEET / OF / telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave,, Dallas, Texas 75203-1025 I HENLEY JOHNSTON & ASSOCIATES, INC. englneering geosclence consultants · ~l::fOLl~'(~Ti: 'WAGON WIlEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P, BRIEF DESCRIPTION AND LOCATION: DAILY FIELD REPORT REPORT DATE: HJA JOB No: TECHNICIAN: BEVIEWED BY: 6878 WEATHER: Y///l~J-~ ~/.~,,~, ~,-~.., TIME: START WORK: ,~;/ DELAYS: STOP WORK: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION:" (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( )~. ( )2. ( )3. ( )4. ( )s. ( )s. ( )7. ( )8. ( )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: ( ( )~. ( )~2. ( )~3. pf'~ 4. )~.s. )~7. FIELD DENSITY TESTING CONCRETE CYLINDER / PICK-UP GROUT CUBES FIELD GRADATION / LIME FIELD REPORTS FIELD SAMPLING * TENOON / PROOF LOAD INSPECTION PIER INSPECTION / RETENTION SEE ATTACHED 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 i HENLEY ~JOHNSTON & ASSOCIATES, INC. engineerhg geoscience consultants PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, INC. LOCATION: COPPELL, TEXAS FIELD IDENT No. / LOCATION / LAYER I! /t FIELD COMPACTION TESTS hJa JOB No.: 6878 PROJECT No.: DATE: ~; - / .r'- LABORATORY FIELD TEST DATA COMPUES DATA DENSITY: ASTM D 2922 PROJECT ASTM D 698 MOISTURE: ASTM D 3017 SPECS. OPT STD DRY % MC DEN DEN MC DRY YES NO (%) (pcf) (,oct') (%) DEN // PROJECT SPECIFICATIONS MOISTURE: RANGE FROM -2 % TO +4 % FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 % MAXIMUM DRY DENSITY (ASTM D 698) COMPACTION METHOD: ~,~'/z.,,v2~¢,,~,/A/~,//~, REMARKS: ////,,/¢,-,~ _y,/-,, ,- ,,¢ ,,,,/ /,-,:/ ;~---/ ,- ~,,,,,:,= ,,--,, ,4_ TECHNICIAN ENGINEER REPORT No. SHEET ~._ OF _~ telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 i CHKD: DATE: HENLEY-JOHNSTON & ASSOCIATES, engineering geoscience consultants DALLAS - WACO I I PROJECT NO. PAGE OF "~ I I I - ! HENLEY JOHNSTON & ASSOCIATES, INC. englneerhg geosclence consultants DALLY FIELD REPORT PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. REPORT DATE: ~'/~7 HJA JOB No: 6878 TECHNICIAN://,,/VZ REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: WEATHER: t~,,,.,x~y 7o's - ~'o'~ TIME: START WORK: 8 too/f~ STOP WORK: }/,~,.~,,~,~ D E LAYS: ) ~'f TI~vc,< ~,,d ,"5'12"z~r' ~;'17/~t JY,41TF 73 o-J' T,4~ WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: ,, (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( )~. (v-f'2. ( )3. ( )4. ( )s. ( )s. ( )7. (,/l's. ( )9. PIER INSPECTION / FOUNDATION CONCRETE INSPECTION SUB-SURFACE DRAIN INSTALLATION SELECT FILL PLACEMENT LIME STABILITZ, ATION FOOTING INSPECTION GENERAL INSPECTION * REINFORCEMENT STEEL INSPECTION TIE-BACK INSPECTION REMARKS: 10. FIELD DENSITY TESTING 11. CONCRETE CYUNDER / PICK UP 12. GROUT CUBES 13. FIELD GRADATION / 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.: ~.5"'~ telephone (214) 941-3808 fax (214) 943-7645 SHEET / OF ~ 238 Morgan Ave., Dallas, Texas75203-1025 II HENLEY JOI~INSTON & ASSOCIATES, INC. engineering geescience consultants CONCRETE STRENGTH TESTS PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELL, TEXAS JOB No.: 6878 DATE: ~/17/q SUPPLIER -rvL SAMPLE DATA SET 1 SET 2 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT 'zzl ~3/_,,q'/ /~,'?_-0 SET 1 LOCATION SET 2 LOCATION L/,,,z CYL. N o. MtX SLUMP DATE DATE PLACED TESTED TOTAL AGE LOAD (day_s) '7 l iOO,~oe '1 I 106 COMPR. STRENGTH ~(.o__sj) CEMENT FINE COARSE WIG REQ'D REQ'D MIX CONTENT AGGR. AGGR. RATIO 7 DAY 28 DAY D E SIC N {I b__s=) (!b S. )__ __. ( l_b_s= t_.._ ._ _..J,_~gD..Ls/S k L=:___..(p_s_i) TECHNICIAN ENGINEER ADMIX t REPORT No. ~' 3""~- SHEET Z- OF ~, telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 H~ENLEY JOHNSTON & ASSOCIATES, INC. engineering geosclence consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FtNKLEA L.L.P. DAILY FIELD REPORT REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 6878 BRIEF DESCRIPTION AND LOCATION: ~ HER: ~ f o TIME: START WORK: .~. ~ 0 ~ DE~YS: 70 <,, ,, b; ,- ,,f STOP WORK: /:cO y,~,b,'/. ,'.,-,.I --)-,,.,,,-,,,-/' WOHK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: , (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) 1. PIER INSPECTION / FOUNDATION ( ) ( / ) 2. CONCRETE INSPECTION (~') ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) ( ) 4. SELECT FILL PLACEMENT ( ) ( ) 5. LIME STABILIZATION ( ) ( ) 6. FOOTING INSPECTION ( ) ( ) 7. GENERAL INSPECTION * ( ) ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) ( ) 9. TIE-BACK INSPECTION ( ) REMARKS: 10. FIELD DENSITY TESTING 11. CONCRETE CYLINDER / PICK-t 12. GROUT CUBES 13. FIELD GRADATION / LIME 14. FIELD REPORTS 15. FIELD SAMPLING * 16. TENDON / PROOF LOAD INSPECTION 17. PIER INSPECTION / RETENTION 18. SEE ATTACHED SHEETS FOR TEST RESULTS TECHNICIAN: ~"~,~,f ENGINEER: REPORT No.: SHEET / OF '2...- telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Daltas, Texas75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. onginoorhg geoscience consullanls CONCRETE STRENGTH TESTS PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARt( STRUCTURES, INC. COPPELL, TEXAS JOB No.: 6878 DATE: (.o-/'~-~ ~/ SUPPLIER TXI ,,'Uc ~,___u.~,~" SAMPLE DATA SET 1 SET 2 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED ,.',,li! COh!IL.~Ji 7~7~2~ c/:'.on Ft,~ SET I LOCATIOi\J SET 2 LOCATION CYL. No. MIX ) I s's (c 2 I , S I I SLUMP DATE __(j_0~) PLACED MIX DESIGN SET1 SET2 DATE AGE TESTED fdavs~ (~-2 ~'__ 7 r,-zs' 7 · '~ -/[. I~z-o td CEMENT FINE COARSE W/C REQ'O CONTENT AGGR. AGGR. RATIO 70AY (Ibs.) (Ibs.) {Ibs.) (gals/sk) (p!i) TECHNICIAN ENGINEER REPORT No. TOTAL ~ COMPR. LOAD . STRENGTH (Ibs ~ ' (osn , 1 ' ,. REQ'D 28 DAY __.(psi) i.']Ot~ 0 I SHEET ADMIX telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave,, Dallas, Texas 75203-1025 'H~ENLEY JOHNSTON & ASSOCIATES, INC. engineering geosclence consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. BRIEF DESCRIPTION AND LOCATION: DAILY FIELD REPORT REPORT DATE: HJA JOB No: 6878 TECHNICIAN: R~IEWED BY: f ' WEATHER: TIME: START VVORK: DELAYS:%j:~-c. fir: ~C, Sl'OF' WORK: 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 ( ) 6. FOOTING INSPECTION ( ) 15. FIELD SAMPLING * ( ) 7. GENERAL INSPECTION * ( ) 16. TENDON / PROOF LOAD INSPECTION ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 17. PIER INSPECTION / RETENTION ( ) 9. TIE-UACKINSPECTION ( ) 18 SEEATi'ACHEDSHEL:'FSFOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: SHEET I OF / telephone (214) 941-3808 fax (214) 943-764S 235 Morgan Ave,, Dallas, Texas 75203-1025 · HENLEY JOHNSTON & ASSOCIATES, INC. englneerhg geosclence consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. DALLY FIELD REPORT REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 6878 ~V~EATHER: TIME: START WORK: ~'-'00 STOPWORK: DE~YS: WORK PEHPURMP__IJ THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: ,, (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) (*) ( ) ( ) ( ) ( ) ( ) ( ) ( ) 1. PIER INSPECTION / FOUNDATION ( ) 2. CONCRETE INSPECTION ( X: ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 4. SELECT FILL PLACEMENT ( ) 5. LIME STABILIZATION ( X ) 6. FOOTING INSPECTION ( ) 7. GENERAL INSPECTION * ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 9. TIE-BACK INSPECTION ( ) REMARKS: 10. FIELD DENSITY TESTING 11. CONCRETE CYLJNDER / PICK-UP 12. GROUT CUBES 13. FIELD GRADATION / LIME 14. FIELD REPORTS 15. FIELD SAMPLING * 16. TENDON / PROOF LOAD INSPECTION 17. PIER INSPECTION / RETENTION 18. SEE A"FI'ACHED SHEETS FOR TEST RESULTS TECHNICIAN: ENGINEER: REPORT No.: SHEET t OF Z.-- telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas75203-1025 HENLEY JOHNSTON . & ASSOCIATES, INC. ongineerbg geoscience consultants CONCRETE STRENGTH TESTS PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELL, TEXAS JOB No.: 6878 DATE: 6-Z 'Z- ~ ~ SUPPLIER 'r'xI/1Je/,~,,;u 4 ,,~-,f SAMPLE DATA SET 1 SET 2 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP AIR CON'rENT SET 1 LOCATION 'f 7- -3d /'U ,, ,f' 5, C% c f SET 2 I. OCATIC~N CYL. No. / 2.- SLUMP DATE MIX (in.) . PLACED / ............. : ............ I .................. DATE TESTED G-z ~ ~ -'2 o AGE (dav~__/ --/ TOTAL COMPR. LOAD ;STRENGTH (~bs.) : (p_sj) ,~c~ 000 31~'O MIX DESIGN SET1 SET2 CEMENT FINE COARSE CONTENT AGGR. AGGR. (~bs.) (Ibs.) gbs.) W/C REQ'D REQ'D RATIO 7 DAY 28 DAY _Lqa~s/sk) (p_si) (psi) I _. [306~ ADMIX TECHNICIAN ENGINEER REPORT No. D~zt- SHEET 2- OF Z.,-- telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HI~NLEY JOHNSTON & ASSOCIATES, INC. engineering geosclence consultants · ~Ff0LI~'Oi:'!" 'WA'SoN 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: ,-~,'t./~t/,,t/,"9,/:,',-~//~--f WEATHER: TIME: START WORK: DELAYS: 7',00 STOP WORK: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: ,, (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT, ) ( )1. ( )2. ( )3. ( )4. ( )s. ( )s. ( )7. ( )s. ( )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: 10. FIELD DENSITY TESTING 11. CONCRETE CYLINDER / PICK-UP 12. GROUT CUBES 13. FIELD GRADATION / LIME 14. FIELD REPORTS 15. FIELD SAMPLING * 16. TENDON / PROOF LOAD INSPECTION 17. PIER INSPECTION / RETENTION 18. SEE ATTACHED SHEETS FOR TEST RESULTS TECHNICIAN: ENGINEER: REPORT No.: SHEET telephone (214) 941-3808 f~ (214) 943-7645 235 Morgan Ave., Dallas, Texas75203-1025 HE~ILEY JOHNSTON & ASSOCIATES. INC. englneerhg geosclence consultants PR'O3~'CT':' WAGON WREEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. DAILY FIELD REPORT REPORT DATE: HJA JOB No: 6878 TECHNICIAN: ,~::;?e~ REVIEWED BY: BRIEF DESCRIPTION AND LOCATION:/d/]e.,,..;~,u--f} ,.,,.-,....-,..:::, F/-,.' //..-,,' ..,' -,,, ,--.J- ,'..J--,.~ C,,,l o,,,-- WEATHER: (?/a,ldc (2z, P,-"f ,L ,,,4 2'-,/)o,5', TIME: START WORK: Z':~ ~ DELAYS: STOP WORK: /2.'30/'.., ,~1 'T,.~,r.,tt, 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 ( y., ) 11. CONCRETE CYUNDFR / PICK-UP ( ) 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-BACKINSPECfiON ( ) 18 SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: SHEET ,/ OF 2..- telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Daltas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. ongineering gooscience consultanls CONCRETE STRENGTH TESTS PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARl( STRUCTURES, INC. COPPELL, TEXAS JOB No.: 6878 DATE: SUPPLIER ff'X-t SAMPLE DATA SET 1 SET 2 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP All:{ CON FEN I' SET 1 LOCATION SET 2 LOCATION /o 7 -~'. 20 ~.. s CYL. No. SLUMP DATE PLACED r~ -2~/ CEMENT MIX CONTENT DESIGN (Ibs.) SET1 J .... SET2 I DATE AGE TESTED . (davs~ 7-t I 7 7-I 7 7-2-- 2- 2~ 7-2-Z 7 .LRF ' TECHNICIAN ENGINEER REPORT No. TOTAL LOAD (,bs.) FINE COARSE W/C REQ'D REQ'D AGGR. AGGR. RATIO 7 DAY 28 DAY (Ibs,) (lbs.) (,gals/sk) (psi) (psi) COMPR. STRENGTH (psi) ~ 3 o~ ADMIX I ! SHEET 2-- OF 'z.--- lelephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave.. Dallas, Tex~s 75203-1025 I i ~ENLEY JOHNSTON & ASSOCIATES, INC. englneerhg geosclence consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. DALLY FIELD REPORT REPORT DATE: (,,-z HJA JOB No: 6878 TECHNICIAN: ~-o~{ REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: ~_--o,,c.c ,,t,,,[-r 1,9 {'d-,. .e ,,,,, ,.,J- e n,,,.,' .,.//r",..[ d/c,'~. WEATHER: TIME: START WORK: ~;D~/¢,~, STOP WORK: /O: DELAYS: · WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: ', (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ( )2, ( )3. ( )4. ( )s. ( )6, ( )7, ( )8, ( )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 ( ) 10. FIELD DENSITY TESTING 11. CONCRETE CYUNDER / PICK-UP 12. GROUT CUBES 13. FIELD GRADATION / LIME 14. FIELD REPORTS 15. FIELD SAMPLING * 16. TENDON / PROOF LOAD INSPECTION 17. PIER INSPECTION / RETENTION 18. SEE A'R"ACHED SHEETS FOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: telephone (214) 941-3808 fax (214) 943-7645 SHEET [ OF//' 235 MOrgan Ave., Dallas, Texas75203-1025 JO|{NSTON & ASSOCIATES, IN(::. englneer~g geosclence consultants FFfOLI~'OT': 'WAGON WREEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. DALLY FIELD REPORT " HJA JOB No: 6878 TECHNICIAN:/'/4,(____.~,, .REVIEWED BY: TIME: START WORK: //. ~:p-D:~/ STOP WORK:"' z.../,',::::,-~::~/~ DELAYS: 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 ( t--~11.~CRETE CYUNDF'P'~/PICK-UP ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. GROUT CUBES ( ) 4. SELECT FILL PLACEMENT ( ) 13. FIELO GRADATION / LIME ( ) 5. LIME STABILIZATION ( / 14 FIELO REPORTS ( ) 6. FOOTING INSPECTION ( ) 15. FIEL0 SAMPLING * ( ) 7, GENERAL INSPECTION * ( ) 16. TENDON / PROOF LOAD INSPECTION ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 17. PIER INSPECTION / RETENTION ( ) 9. TIE-BACKINSPECTION ( ) 18. SEE ATTACHED SHEE'I'S FOR TEST RESULTS REMARKS: ENGINEER: REPORT No.: telephone (214) 941-3808 fax (214) 943-7645 SHEET / OF 3 235 Morgan Ave., Dallas, Texas75203-1025 BY: DATE: CHKD: DATE: HENLEY-JOHNSTON & ASSOCIATES, INC. engineering geoscience consull, ants DALLAS - WACO PROJECT NO. } PAGE ''~ OF '~ JOHNSTON & ASSOCIATES, INC. englneerhg geosclence consultants PROJECT: WAGON WIlEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. DAILY FIELD REPORT EPO T ? HJA JOB No: 6878 TECHNICIAN: ,/2¢, .oz...`, ~ ..REVIEWED BY: WEATHER: d"Z~~//,Zr~ TIME: START WORK: STOP WORK: ~.,...~6/::P ~,"~,,,.,.ZWC---- DELAYS: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( )-~. ( )2. ( )3. (. )4. ( )s. ( )6. ( )7. ( )s. ( )9. PIER INSPECTION / FOUNDATION CONCRETE INSPECTION SUB-SURFACE DRAIN INSTALLATION SELECT FILL PLACEMENT LIME STABILIZATION FOOTING INSPECTION" GENERAL INSPECTION * REINFORCEMENT STEEL INSPECTION TIE-BACK INSPEC'FION ( ( )~2. ( )13. )~6. REMARKS: FIELD DENSITY TESTING CONCRETE CYLINDER / ~ GROUT CUBES FIELD GRADATION / LIME FIELD REPORTS FIELD SAMPLING * TENDON / PROOF LOAD INSPECTION PIER INSPECTION / RETENTION SEE ATTACHED SHEETS FOR TEST RESULTS TECHNICIAN: ENGINEER: REPOR'I' No.: telephone (214) 941-3808 fax (214) 943-7645 SHEET ( OF / 235 Morgan Ave., Dallas, Texas 75203-1025 !.~ENLEY JOHNSTON & ASSOCIATES, INC. engineering geosclence consultants FFfOLI~'0'f':" WAGON WREEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. DAILY FIELD REPORT REPORT DATE: ~'-30 °9 ~ HJA JOB No: 6878 TECHNICIAN: ~ ~ ~"% ,-~ ~ REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: WEATHER: TIME: START WORK: ~, ..~() STOP WORK: /Z t.30 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 (2() 2. CONCRETE INSPECTION ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 4. SELECT FILL PLACEMENT ( ) 5. LIME STABILIZATION ) 6. FOOTING INSPECTION ) 7. GENERAL INSPECTION * ) 8. REINFORCEMENT STEEL INSPECTION ) 9. TIE-BACK INSPECTION REMARKS: ( ( ( ) 10. )'~. )'~2. )'~3. )'~4. )'~5. )'~6. )17. FIELD DENSITY TESTING CONCRETE CYLINDER / PICK-UP GROUT CUBES FIELD GRADATION / LIME FIELD REPORTS FIELD SAMPLING * TENDON / PROOF LOAD INSPECTION PIER INSPECTION / RETENTION SEE ATTACHED SHEETS FOR TEST RESULTS TECHNICIAN: ENGINEER: REPORT No.: SHEET / OF ?___ telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas75203-1025 I i -HENLEY JOHNSTON & ASSOCIATES, INC. englneerhg geosclence consultants FR'O3~'OT': WAGON WF~EEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA Li.P. DAILY FIELD REPORT REPORT DATE: "'~ - HJA JOB No: 6878 TECHNICIAN: ~?"'1 .REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: WEATEIER: _.~_~ ........ TIME: S'FAF<I' WORK: ~ ~OO o I WOi.IK: 'Ll..!:._q...O ........ 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 (~K) 11. CONCRETE CYI INnFR / PIC.~ ( ) 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. TENOON / PROOF LOAD INSPECTION ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 17. PIER INSPECTION / RETE,',,ITIOh,I ( ) 9. TIE-BACKtNSPECTION ( ) 18. SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: 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 geosclence consultants PROJECT: WAGON WIlEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. DALLY FIELD REPORT REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 6878 /////- ,,'-//~z,,,',---= .BRIEF DESCRIPTION AND LOCATION: ,i¢'V t, / ,,,, ,,- ~ W E A T H E R: .~'fz~7~_,, ........~5_~ _~i~ .... '['IME: START WORK: DE~YS: b- WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) 1. ( v)"~. ( )3. (~)4. ( )s. ( )s. ( )7. ( ( )9. PIER INSPECTION / FOUNDATION CONCRETE INSPECTION SUB-SURFACE DRAIN INSTALIJ, TION SELECT FILL PLACEMENT LIME STABILIZATION FOOTING INSPECTION GENERAL INSPECTION · REINFORCEMENT STEEL INSPECTIO,N TIE-BACK INSPECTION ( ) 10. FIELD DENSITY TESTING (//)- 11. CONCRETE CYUNDER / PICK-UP ( ) 12. GROUT CUBES ( ) 13. FIELD GRADATION / LIME ( ) 14. FIELD REPORTS ( ) 15. FIELO SAMPLING * ( ) 16. TENDON / PROOF LOAD INSPECTION ) 17 PlEA INSPECTION / REFENTION ) 18. SEE ATTACHED SHEE"FS FOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: telephone (214) 941-3808 fax (214) 943-7645 SHEET 235 Morgan Ave., Dallas, Texa~75203-1025 HENLEY ,.JOHNSTON & ASSOCIATES, INC. engineering geoscience consultants PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELL, TEXAS SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION 4- /d.'Yq4 SET 1 SET 2 LOCATION CONCRETE STRENGTH TESTS JOB No.: 6878 DATE: _ ~ /~q /q ~l SUPPLIER TXI SET 2 CYL. No. MIX I SLUMP DATE (in.) PLACED k DATE AGE TESTED (days) 7 / / TOTAL LOAD 0bs,) I~P 7ta i~, COMPR. STRENGTH (psi) MIX DESIGN SET1 SET2 CEMENT FINE COARSE W/C REQ'D CONTENT AGGR. AGGR. RATIO 7 DAY (Ibs.) (Ibs.) (lbs.) (gals/sk) (,psi) TECHNICIAN ENGINEER REPORT No, REQ'D 28 DAY (psi1 SHEET 7 OF 3 telephone (214) 941-3808 f~x (214 943-7645 235 Morgan Ave., Dallas, Texas75203-1025 HENLEY ~OHNSTON & ASSOCIATES, INC. engineering geoscience consultants PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARK STRUCTURES, INC. COPPELL, TEXAS SAMPLE DATA TRUCK No. TICKET No. TIME BATCHEl:) TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 1 77° SET 2 LOCATION CONCRETE STRENGTH TESTS JOB No.: 6878 DATE: SUPPLIER TXI SET 2 CYL. No. MIX / MIX DESIGN SET1 SET2 SLUMP DATE (in.) PLACED CEMENT FiNE COARSE w/c CONTENT AGGR. AGGR. RATIO (Ibs.) (Ibs.) (Ibs.) (gals/sk) TECHNICIAN ENGINEER REPORT No, DATE TESTED TOTAL COMPR. AGE LOAD STRENGTH (da_y_s)(Ibs.) (psi) -7 _! ~z,~ zoo tL~o '7 Itzl~oa qsto REQ'D REQ'D 7 DAY 28 DAY · Ipsi) (psi) ADMIX SHEET telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY-JOHNSTON & ASSOCIATES, INC. GEOTECHNICAL CONSULTANTS DALLAS, TEXAS PROJECT: Waqon Wheel Ranch Tank, Coppell0 Texas Lab Test SummarV Test No.: 003 / Date: 08 June 1999 Location: On-site Material/Subgrade Test Method: OptimumMoisture/Density Test (ASTM D 698) No. 003 Optimum Moisture: 28.0 % Max. Unit Dry Wt.: 89.6 pcf Note: Dark gray limed clay Date: 07 July 1999 Job No.: HJA 6878 HENLEY JOHNSTON & ASSOCIATES, INC. engineering 9eosclence consultants HENLEY-~OHNSTON & ~SSOCI~TES, INC. GEOTECHNICAL CONSULTANTS DALLAS, TEXAS Project: Wagon Wheel Ranch Tank, Coppell, Texas Lab Test Summary Test No.: 004a,b & c / Date: 10 June 1999 Location: Off-Site Material/Subgrade Test Method: OptimumMoisture-Density Test (TEX 113-E) No. 004a Optimum Moisture: 5.7 % Max. Unit Dry Wt.: 144.4 pcf Test Method: Atterberg Limit Determination (ASTM D-431S) No. 004b Liquid Limit: 19 Plastic Index: ! Test Method: Grain Size Analysis (ASTM D-136) No. 004c Sieve % Size Passing Specification Reqr'd. % Pass 1-3/4" 100 100 7/8" 82.6 65-90 3/8" 51.9 50-70 #4 37.6 35-50 #40 7.8 · 15-30 Note: Tan base material (crushed limestone) * Below required specification - sample was taken from roadbed prior to compaction. Slight segregation may have occurred. This office recommends the use of this material. Date: 07 July 1999 Job No.: HJA 6878 HENLEY JOHNSTON & ASSOCIATES, INC. engineering geosclence consultants