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DR9601-LR 970120HENLEY JOHNSTON & ASSOCIATES, INC. engineering 9eoscienoe consu~,a'~ts DALLY FIELD REPORT PROJECT: HAVERTY'S DISTRIBU'RON CENTER PROJECT No: CLIENT: HAVERT'Y'S FURNITURE CO. REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 6641 BRIEF DESCRIPTION AND LOCATION: Z~-~-¢,' ~-T,. ,'/'~ "~, WEATHER: ~//9~ o~y,.. TIME: START WORK: ~.' DELAYS: STOP WORK: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING TH1S 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 )~. )43. )~. )17. FIELD DENSITY TESTING CONCREq-E CYLINDER / PICK-UP GROUT CUBES FIELD GRADATION / LIME FIELD REPORTS FIELD SAMPLING ' TENDON / PROOF LOAD INSPECTION PIER INSPECTION / RETENTION SEE Aq-TACHED SHEE-FS FOR TEST RESULTS TECHNICIAN: ENGINEER: REPORT No.: SHEEr telephone (214) 941-3808 fax (214) 943-7645 ~235 Morgan Ave., Dallas, Texas 75203-1025 , HENLEY 'JOHNSTON & ASSOCIATES, INC. engineeri3g geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: G~LL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS FIELD COMPACTION TEST,C; HJA JOB No.: 6641 PROJECT No.: DATE: /- ~ ~ - ~ ;z 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. {%) (,[:)cf) (pcf) {%) DEN PROJECT SPECIFICATIONS MOISTURE: R~NGE FROM 0 %TO + 4 % FROM OPTIMUM MOISTURE CONTENT DENSITY: M~NIMUM 95 % MAX. DRY DENSITY AT FUTURE PAVING & BUILDING AREAS MINIMUM 90 % MAX. DRY DENSITY AT LANDSCAPE AREAS WEATHER: COMPACTION METHOD: REMARKS: TECHNICIAN ENGINEER REPORT No. telephone (214) 941-3808 //~-~ fax (214) 943-7645 SHEET ~-- .OF _23-_5 Morgan Ave., Dallas, Texas 75203-1025 · Z:~. ~_.,