Loading...
DR9601-LR 960619HENLEY-JOHNSTON & ASSOCIATESt INC. GEOTECHNIOAL CONSULTANTS DALLAS, TEXAS PROJECT: Havertys Offsite Drainaqe Lab Test Summary Test No.: 001 / Date: 19 June 1996 Location: On-site Material/Trench Backfill Test Method: optimum Moisture/Density Test (ASTM-D 698) No. 001 optimum Moisture: 25.2 % Max. Unit Dry Wt.: 94.3 pcf Note: Dark gray clay Test No.: 002 / Date: 19 June 1996 Location: On-site Material/Trench Backfill Test Method: Optimum Moisture/Density Test (ASTM-D 698) No. 001 Optimum Moisture: 24.1% Max. Unit Dry Wt.: 96.4 pcf Note: Brown, tan and dark gray clay with occasional calcareous nodules Date: 27 June 1996 Job No.: 6639 HENLEY JOHNSTON & ASSOCIATES, INC. e~inee~ng geosc~ce co~sul~an~ HENLEY JOHNSTON & ASSOCIATES, INC. engineerhg geoscience consultants PROJECT: HAVERTY'S OFFSITE DRAINAGE PROJECT No: CUENT: CATELLUS DEVELOPMENT CORPORATION DAILY FIELD REPORT REPORT DATE: HJA JOB No: TECHNICIAN: REVIEWED BY: 6639 BRIEF DESCRIPTION AND LOCATION: WEATHER: (~.//~.~., 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. ( ) 2. CONCRETE INSPECTION ( ) 11. ( ) 3. SUB-SURFACE DRAIN INSTALLATION ( ) 12. ( ) 4. SELECT FILL PLACEMENT ( ) 13. ( ) 5. LIME STABILIZATION ( ~ 14. ( ) 6. FOOTING INSPECTION ( ~ 15. ( ) 7. GENERAL INSPECTION * ( ) 16. ( ) 8. REINFORCEMENT STEEL INSPECTION ( ) 17. ( ) 9. TIE-BACK INSPECTION ( ) 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'Fi'ACHED SHEETS FOR TEST RESULTS TECHNICIAN: ENGINEER: REPORT No.: SHEET / OF / telephone (214) 941-3808 fax (214) 943-7645 235 Morga~ Ave., DaJlas, Texas75203-1025