Loading...
WA9601-LR 990921HENLEY JOHNSTON & ASSOCIATES, INC. ('tl.qJtl(.'c'r{ll.(I [l('(1.~('l('ll('(, Transmittal Date: 2] .q~pt~nt~r 1999, 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: Daily Field Report and Sunmary of Field DensitV Tests Comments: Report Nos. 083 cc: l~_rF~r _F!~Ti~, P~hJ nr Joe Swinnea, r ~ ndmark Sincerely yours, Herbert C. Cro~er Henley-Johnston & Assoc., Inc. Project No. 6878 telephone (214) 941.3808 fax [214) 943.7645 235 Morgan Ave.. Dallas. Texas 75203.1088 f HENLEY JOHNSTON & ASSOCIATES, INC. engineering geoscience consultants DAILY FIELD REPORT PROJECT: WAGON WHEEL RANCH TANK PROJECT No: CLIENT: SHIMEK, JACOBS & FINKLEA L.L.P. REPORT DATE: q-I~'-~'~ HJA JOB No: 6878 TECHNICIAN: REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: z c / f ,' l l WEATHER:/x.../,.,f.,,f~ ~:::~'/""/,-/ TIME: START WORK: DELAYS: STOP WORK: _..~.'.,,,rO ,:,,c_.~./,,,,,~,,,/ WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: ( ) 1. PIER INSPECTION 1 FOUNDATION I ( ) 2. CONCRETE INSPECTION ( ) 11. ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. ( ) 4. SELECT FILL PLACEMENT ( ) 13. (; ) 5. LIME STABILIZATION ( . ( ) 6. FOOTING iNSPECTiON ( ) ;5. ( ) 7. GENERAL INSPECTION * ( ) 16. ( ) 8. REINFORCEMENTSTEEL INSPECTION ( ) 17. ( ) 9. TIE-BACKINSPECTION ( ) 18. CONCRETE CYUNDER / PICK-UP GROUT CUBES FIELD GRADATION / LIME FIELD REPORTS FIELD CAMPLING * TENDON / PROOF LOAD INSPECTION PIER INSPECTION / RETENTION 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,, Dallas, Texas 75203-1025 · f HENLEY JOHNSTON & ASSOCIATES, INC. engineering geoscience consultants PROJECT: WAGON WHEEL RANCH TANK CONTRACTOR: LANDMARK STRUCTURES, INC. LOCATION: COPPELL, TEXAS FIELD IDENT No. LOCATION / LAYER 2 ,t ,tte P ,:~,fclc r~t'tl c~ LABORATORY DATA ASTM D 698 OPT STD MC DEN (%) (Pc0 FIELD COMPACTION TESTS COMPLIES PROJECT SPECS. HJA JOB No.: 6878 P ROJ ECT No.: DATE: '~//~df~' FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 DRY % DEN MC DRY YES NO (pcf) (%) DEN /oo.~r' /7, ~~78, 3 I ~' PROJECT SPECIFICATIONS MOISTURE: RANGE FROM -2 % TO +4 % FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 % MAXIMUM DRY DENSITY (ASTM D 698) REMARKS: TECHNICIAN ENGINEER REPORT No. telephone (214) 941-3808 fax (214) 943-764,5 SHEET 235 Morgan Ave., Dallas, Texas 75203-1025