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WA9601-LR 990507 (2)HENLEY JOHNSTON & ASSOCIATES, INC. ,~.~tgfnc.,c,r~n.q g~'osrh~na: cons Transmittal Date: 7 May ] 999 To: Shimek, Jacobs & Finklea, L.L.P. Attn: Mr. Gary C. Hendricks, P.E. Project: Waqon Wheel Ranch Elevated Storaqe Tank Gentlemen: Henley-Johnston & Assoc., Inc. transmits herewith the following: Da~ ] y F~e] d Reports, S~,~ery of Field Densi~ Tests and SunrotorV of Concrete Strength Tests Comments: Report Nos. 048 thru 050, inclusive cc: ~LlrFy Davis, City of Coppell Joe Swinnea, Landmark Sincerely yours, Herbert C. Crowder Henley-Johnston & Assoc., Inc. Project No. 68?8 telephone (214) 94Z-3808 fc~x (214) 943-7645 235 Morgan Ave.. Dallas. Texas 75203.1088 ! I "'I HEI~LEY JOHNSTON & ASSOCIATES, INC. engineering geosclence consultants PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. BRIEF DESCRIPTION D LOCATION: DALLY FIELD REPORT REPORT DATE: HJA JOB No: 6878 TECHNICIAN: ....,~,r,r e REVIEWED BY: WEATHER: - TIME: START WORK: f'.'lF//2 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 ( Y'f 2. CONCRETE INSPECTION (//-)- 1 (,.._CONCRETE CYUNDER~/PICK-UP ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. GROUT CUBES ( ) 4. SELECT FILL PLACEMENT ( ) 13. FIELD GRADATION / LIME ( ) 5. LIME STABILIZATION (/-4" 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.: ~.,f~ SHEET / OF 3 telephone (214) 941-3808 fax (214) 943-7645 235 Morgan Ave., Dallas, 'Texas 75203-1025 ! i '1 HENLEY JOHNSTON & ASSOCIATES, INC. engineerhg geoscience consultants PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, INC. LOCATION: COPPELL, TEXAS FIELD COMPACTION TESTS HJA JOB No.: PROJECT No.: DATE: 6878 LABORATORY FIELD TEST DATA DATA DENSITY: ASTM D 2922 ASTM D 698 MOISTURE: ASTM D 3017 FIELD OPT STD DRY % IDENT LOCATION / LAYER MC DEN DEN MC DRY No. (%) Coco (pc0 (%) DEN I ¢,~/J I~. I10.,?,.rId 7.Z ,r'.oO..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: COMPACTION METHOD: REMARKS: TECHNICIAN ENGINEER REPORT No. telephone (214) 941-3808 fax (214) 943-7645 SHEET ~ OF 235 Morgan Ave., Dallas, Texas 75203-1025 · HENLEY JOHNSTON & ASSOCIATES, INC. · engineering geoscience consultants PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARt< STRUCTURES, INC. COPPELL, TEXAS SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. SET 1 CONCRETE STRENGTH TESTS JOB No.: 6878 DATE: SUPPLIER TXI SET 2 AIR CONTENT SET 1 LOCATION SET 2 LOCATION CYL. No. I MIX /, SLUMP DATE i(L0=.) PLACED i ' I DATE AGE TESTED (d_~av,~) ur/> t /~ ~ I 7 TOTAL COMPR. LOAD STRENGTH (tbs .} (psi) I tz~zja Yz~n I /z~ 1~ Yz 7~ MIX DESIGN SET1 SET2 CEMENT FINE COARSE W/C REQ'D CONTENT AGGR. AGGR. RATIO 7 DAY (Ibs.) (Ibs.} (Ibs.) (9als/sk) (psi) TECHNICIAN ENGINEER REPORT No. REQ'D 28 DAY (psi) ~>~o SHEET 7 OF 3 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: WEATHER: TIME: START WORK: II: 30 DELAYS: DALLY 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. PIER INSPECTION /FOUNDATION ( ~10. FIELD DFNSITYTESTINc~ ( ~ 2. CONCRETE INSPECTION ( 1 .~___~"~NC~RETE CYUNDER / PICK-UP~ ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. GROUT CUBES ( ) 4. SELECT FILL PLACEMENT ( )/,t'3. 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 REMARKS: TECHNICIAN: ENGINEER: REPORT No.: telephone (214) 941-3808 fax (214) 943-7645 SHEET ) OF D 235 Morgan Ave., Dallas, Texas 75203-1025 i I RENLE~ 1 JOHNSTON & ASSOCIATES, INC. ~nginoering goDscience consultams CONCRETE STRENGTH TESTS PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARl( STRUCTURES, INC. COPPELL, TEXAS JOB No.: 6878 DATE: _~._-/~"-~?? 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 / 1~,75 2 I s I I MIX DESIGN SET1 SET2 SLUMP (in .L - DATE PLACED <-/' 1<2' f '9 DATE AGE TESTED ~¥=s..~ .... ',i-pp -~' 7 ] -7 I E'-/2-qql \/// TOTAL LOAD (Ibs.)_ i CEMENT FINE COARSE W/C REQ'O REQ'O CONTENT AGGR. AGGR. RATIO 7 DAY 28 DAY (Ibs.) (Ibs.) (Ibs.) (9als/sk) (psi) (psi) V2 O0 SHEET ~ OF 2 TECHNICIAN ENGINEER REPORT No. COMPR. STRENGTH (psi) ADMIX telephone (214) 941-3808 lax (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025 i I 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: 6878 TECHNICIAN: /V/,/f~,/~,~,,,,,/,~ REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: WEATHER: ,,L~z,~ y Cz, o~,~, ~,,,, ,~25 TIME: START WORK: '7 ( 00 DELAYS: STOP 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 ( v~ 11. CONCRETE CYUNDER/._ PICK-UP ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. GROUT CUBES ( ) 4. SELECT FILL PLACEMENT ( ) 13. FIELDGRADATION/LIME ( ) 5. LIME STABILIZATION ( ') 14. FIELD REPORTS ' ( ) 6. FOOI'ING 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 ATI'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 I I -HENLEY JOHblSTON & ASSOCIATES, INC. 'engineering geoscience consultanls PROJECT: CONTRACTOR: LOCATION: WAGON WHEEL RANCH TANK LANDMARt( STRUCTURES, INC. GOPPELL, TEXAS SAMPLE DATA SET 1 TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION ,9'5"7 /z ; ~1~. SET 2 LOCATION CONCRETE STRENGTH TESTS JOB No.: 6878 DATE: SUPPLIER TXI SET 2 CYL. No. MIX / I ss;,,yi SLUbIP DATE PLACED L DATE TESTED MIX DESIGN SET 1 SET2 CEMENT FINE COARSE W/C CONTENT AGGR. AGGR. RATIO (lbs.) (lb~.) (Ibs.) (9alslsk) TECHNICIAN ENGINEER REPORT No. p AGE (d_a.a_y_s) TOTAL LOAD (~bs.) I REQ'D REQ'D 7 DAY 28 DAY (psi) (psi) SHEET Z OF Z COMPR. STRENGTH (psi) 5'/s~ ADMIX telephone (214) 941-3808 (214 943-7645 235 Morgan Ave., Dallas, Texas 75203-1025