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WA9601-LR 980817HENLEY JOHNSTON & ASSOCIATES, INC. (~l|gltl{,'(~rtll[7 [},'o.~.c'h'll((' COtl.'il|ll(lllts Transmittal Date: 17 Anq~qt 1998 To: Shimek, Jacobs & Finklea, L.L.P. Attn: Mr. Gary C. Hendricks, P.E. Project: Wagon Wheel Ranch Elevated Storaqe Tank Gentlemen: Henley-Johnston & Assoc., Inc. transmits herewith the following: Dsi ly Fiel~ Reports, Smmmary of Field Density Tests, Sunmary of Concrete Strength _Tests and S~mm~ry of Laboratory Tests Comments: Report Nos. 021 thru 028, cc: larry Davis, City of Coppell Joe Swinnea, Landmark inclusive Sincerely yours, Henley-Johnston & Assoc., Herbert C. Crowder Inc. telephone (214) 941.3808 fctx (214) 943-7645 235 Morgan Ave.. Dallas. Texas 75203-1088 ' ! ! Tf' '1 ! HENLEY JOHNSTON & ASSOCIATES, INC. engineering 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: 6878 BRIEF DESCRIPTION AND LOCATION: A DELAYS: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHEC (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK STOP WORK: KED DURING THIS INSPECTION: ( * ) REPONSE REQUIRES COMMENT. ) ( ( )2. ( )3. ( )4. ( )s. ( )6. ( )7. (X) 8. ( )9. PIER INSPECTION / FOUNDATION ( ) 10. CONCRETE INSPECTION ( ) 11. SUB-SURFACE DRAIN INSTALLATION ( ) 12. SELECT FILL PLACEMENT ( ) 13. LIME STABILIZATION ( ) 14. FOOTING INSPECTION ( ) 15. GENERAL INSPECTION * ( ) 16. REINFORCEMENT STEEL INSPECTION ( ) 17. TIE-BACKINSPECTION ( ) 18. 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'I'FACHED SHEETS FOR TEST RESULTS TECHNICIAN: -,.%, b--%' ENGINEER: REPORT No.: O 2, / SHEET t, OF l_._ telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 I 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: '1 - -~ I - SUPPLIER TXI 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 7--- ~"Z._"'} f C--t-~'7---""1 E' TOTAL COMPR. SLUMP DATE DATE AGE LOAD STRENGTH (in.) PLACED TESTED (days) (Ibs.) (psi) 4-% a-3t-~, ~' <~-~ .~ q ]~ ~o ~o o L, ':Z ~'z-a~' MIX DESIGN SET1 SET2 CEMENT FINE COARSE W/C REQ'D CONTENT AGGR. AGGR. RATIO 7 DAY (Ibs.) (Ibs.) (Ibs.) (gals/sk) (psi) REQ'D 28 DAY (psi) ADMIX TECHNICIAN ENGINEER REPORT No. SHEET ?_.. OF telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave.. Dallas, Texas 75203-1025 1 HENLEY 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: TECHNICIAN: REVIEWED BY: 6878 J. l,,.3. DELAYS: , ~8'~ 11o~ STOPWORK: 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 ( y,. ) 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 INSPECTION ( ) 15. FIELD SAMPLING * ( ) 7. GENERAL INSPECTION * ( ) 16. TENDON / PROOF LOAD INSPECTION ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 17. PIER INSPECTION / RETENTION ( ) 9. TIE-BACKINSPECTION ( ) 18. SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: TECHNICIAN: ENGINEER: REPORT No.: ,p ,2- 2..-- SHEET telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 1 HENLEY JOHNSTON & ASSOCIATES, INC. engineeri'~g geoscience consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. BRIEF DESCRIPTION AND LOCATION: DAILY FIELD REPORT REPORT DATE: ~'..-q -~'~' HJA JOB No: 6878 TECHNICIAN: REVIEWED BY: WEATHER:/¢~/~ C//d~ 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. ) ( ) 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 ( ) 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-BACKINSPECTION ( ) 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, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. engineering geoscience consultants PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, INC. LOCATION: COPPELL, TEXAS FIELD IDENT No. LOCATION / LAYER FIELD COMPACTION TESTS HJA JOB No.: 6878 PROJECT No.: DATE: Z- ..5 -~ ~ LABORATORY FIELD TEST DATA DATA DENSITY: ASTM D 2922 ASTM D 698 MOISTURE: ASTM D 3017 OPT STD DRY % MC DEN DEN MC DRY (%) (pc0 CocO (%) DEN COMPLIES PROJECT SPECS. YES NO '~ . . ,, zr /0.2. ~ a o, 2- / d O ~L P ROJ ECT SPECIFICATIONS MOISTURE: RANGE FROM -2 % TO +4 % FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 % MAXIMUM DRY DENSITY (ASTM D 698) WEATHER: COMPACTION METHOD: ,'T"'tc,,,ff~/,,f)6',,,./4 cK REMARKS: TECHNICIAN ENGINEER REPORT No. OF telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC. englneerhg geosclence consultants DAILY FIELD REPORT PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.Po REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 6878 BRIEF DESCRIPTION AND LOCATION: ~, Z~l~/,~y /:sZ, ~- j,~J'~/ [C WEATH~ 7 / ~p, .... TIME: START WORK: Z ~ STOP WORK: DE~YS: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) 1. PIER INSPECTION / FOUNDATION ( ~ 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/RELD REPORTS ( ) 6. FOOTING INSPECTION (/,/)'d5. FIELDSAMPLING * ( ) 7. GENERAL INSPECTION * ( ) 16. TENDON / PROOF LOAD INSPECTION (/..--~. REINFORCEMENT STEEL INSPECTION ( ) 17. PIER INSPECTION / RETENTION ( ) 9. TIE-BACKINSPECTION ( ) 18. SEE ATTACHED SHEETS FOR TEST RESULTS REPORT No.: SHEET / OF telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas75203-1025 HENLEY JOHNSTON & ASSOCIATES, INC, engineerhg geoscience consultants PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, INC. LOCATION: COPPELL, TEXAS FIELD IDENT LOCATION / LAYER No. FIELD COMPACTION TESTS HJA JOB No.: 6878 PROJECT No.: DATE: ~... ?._~, (r~ LABORATORY FIELD TEST DATA COMPLIES DATA DENSITY: ASTM D 2922 PROJECT ASTM D 698 MOISTURE: ASTM D 3017 SPECS. OPT STD DRY % MC DEN DEN MC DRY YES NO (o/o) COcO Coco (%) DEN \ PROJECT SPECIFICATIONS MOISTURE: RANGE FROM -2 % TO +4 % FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 % MAXIMUM DRY DENSITY (ASTM D 698) ~ t WEATHER: ,, .:-" '¢'r:'/"' COMPACTION METHOD: REMARKS: TECHNICIAN ENGINEER REPORT No. telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., SHEET 2//OF ~/' Dallas, 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: TECHNICIAN: REVIEWED BY: 6878 //.(", BRIEF DESCRIPTION AND LOCATION: WEATHER: / /r a Y' ., 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. ) ( ( )3. ( )4. ( )5. ( )6. ( )7. ( )8. ( )9. PIER INSPECTION / FOUNDATION ( ) 10. CONCRETE INSPECTION ( d""~l. SUB-SURFACE DRAIN INSTALLATION ( ) 12. SELECT FILL PLACEMENT ( ) 13. LIME STABILIZATION (/)" 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 ATTACHED SHEETS FOR TEST RESULTS TECHNICIAN: ENGINEER: REPORT No.: SHEET // OF 2___ telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY JOHNSTON & ASSOCIATES, 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 ./l,/ /t'' s',//7~, /I .' :Z,~ .-¢ ~'. /.z~ /~ /'/ SET 2 LOCATION CONCRETE STRENGTH TESTS JOB No.: 6878 DATE: P'-/Z~.- ~b' SUPPLIER TXI SET 2 -! D',Z--,-, z,'..// CYL. No. t 2___ 4 :' MIX SLUMP DATE DATE AGE (in.) PLACED TESTED (days) , ~' -./~- 9,': -7 i I " 7 TOTAL LOAD (~bs.) COMPR. STRENGTH (psi) MIX DESIGN SET1 SET2 CEMENT FINE COARSE W/C REQ'D CONTENT AGGR. AGGR. RATIO 7 DAY (Ibs.) (Ibs.) (Ibs.) (gals/sk) (psi) REQ'D 28 DAY (psi) 2 (2 ~,2 ADMIX TECHNICIAN ENGINEER REPORT No. SHEET Z OF 2- telephone (214) 941-3808 fax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 ! I ] 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: WEATHER: TIME: START WORK: DELAYS: ./,~ ,' _7; o lid, DAILY FIELD REPORT REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 6878 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. ( )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 ( ) I 0. FIELD DENSITY TESTING ( ,--'7~i. CONCRETE CYLINDER / PICK-UP ( ) 12. GROUT CUBES ( ) 13. FIELD GRADATION / LIME ( ,--'y't 4. FIELD REPORTS ( ) 15. FIELD SAMPLING * ( ) 16. TENDON / PROOF LOAD INSPECTION ( ) 17. PIER INSPECTION / RETENTION ( ) 18. SEE ATEACHED 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. englneerhg geosclence consultants DAILY 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: ,/A,Q?n, ,., ,Z~,_/;~,/~,~ r//~_,, WEATHER: -AS', Zz~ z" ,,//~,, ~,,,, 9/~: 2 t,' "' TIME: START WORK: ./Z2,'.Zz~/7~,-, STOP WORK: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( ) 1. PIER INSPECTION 1 FOUNDATION ( ) 1 (,--') 2. CONCRETE INSPECTION ( ,---)-1 ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 1 ( ) 4. SELECT FILL PLACEMENT ( ) 1 ( ) 5. LIME STABILIZATION ( '-"'F 1 ( ) 6. FOOTING INSPECTION ( ) 1 ( ) 7. GENERAL INSPECTION * ( ) 1 ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 1 ( ) 9. TIE-BACK INSPECTION ( ) 1 O. FIELD DENSITY TESTING 1. CONCRETE CYLINDER / PICK-UP 2. GROUT CUBES 3. FIELD GRADATION / LIME 4. FIELD REPORTS 5. FIELD SAMPLING * 6. TENDON / PROOF LOAD INSPECTION 7. PIER INSPECTION / RETENTION 8. SEE A'R'ACHED SHEETS FOR TEST RESULTS ,,-,-,,,-,,--,-,/- TECHNICIAN: ENGINEER: REPORT No.: SHEET // OF Z 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 PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L. LP. BRIEF DESCRIPTION AND LOCATION: DAILY FIELD REPORT REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 6878 WEATHER: TIME: START WOHZ" DELAYS: STOP WORK: /2 ,'d ~" WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK ( X ) APPROPRIATE RESPONSE - ASTERISK ( * ) REPONSE REQUIRES COMMENT. ) ( )~. ( )2. ( )3. ( )4. ( )5. ( )6. ( )7. ( )8. ( )9. PIER INSPECTION / FOUNDATION ( ) 10. CONCRETE INSPECTION ( ~1. SUB-SURFACE DRAIN INSTALLATION ( ) 12. SELECT FILL PLACEMENT ( ) 13. LIME STABILIZATION ( ,---y 14. FOOTING INSPECTION ( ) 15. GENERAL INSPECTION * ( ) 16. REINFORCEMENT STEEL INSPECTION ( ) 17. TIE-BACKINSPECTION ( ) 18. REMARKS: r">7 ~; - /2 FIELD DENSITY TESTING CONCRETE CYUNDER / PICK-UP GROUT CUBES FIELD GRADATION / LIME FIELD REPORTS FIELD SAMPLING * TENDON / PROOF LOAD INSPECTION PIER INSPECTION / RETENTION SEE ATi'ACHED SHEETS FOR TEST RESULTS TECHNICIAN: ,,7-~,/~.----."-,---- ENGINEER: REPORT No.: .,/F) Z ~ 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: 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 1 i //: . SET 2 LOCATION CONCRETE STRENGTH TESTS JOB No.: 6878 DATE: /~- ~.....t- ,~',,? SUPPLIER TXI SET 2 CYL. N o. M I X SLUMP DATE (in,) PLACED ,f-y,,,'/ I DATE AGE TESTED 2'- 2-./--,-/Z' TOTAL COMPR. LOAD /,53 500 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 ,~ OF5 ADMIX telephone (214) 941-3808 '! fax (214 943-7645 · 235 Morgan Ave., Dallas, Texas 75203-1025 1 'l !' HENLEY-JOHNSTON & ABSOCIATES, INC. GEOTECHNICAL CONSULTANTS DALLAS, TEXAS PROJECT: Wagon Wheel Ranch Tank, Coppe11, Texas Lab Test Summary Test No.: 002 / Date: 11 August 1998 Location: Off-site Material/Backfill Test Method: Optimum Moisture-Density Test (ASTM D 698) No. 002 Optimum Moisture: 13.1% Max. Unit Dry Wt.: 114.0 pcf Note: Recycled concrete Date: 17 August 1998 Job No. 6878 HENLEY JOHNSTON & ASSOCIATES. INC. {'tlgine'c'l-i~lg gc'oscicnce cousulfanls