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HomeMy WebLinkAbout74-34790-22-06denEllerbee-Walczak Inc. off GEOTECHNICAL ENGINEERING & CONSTRUCTION MATERIALS TESTING SERVICES IN PLACE DENSITY TESTS USING NUCLEAR GAUGE REPORT NO.: 74-34790-22-06den CLIENT: Wright Construction Co, Inc DATE: 3/3/2022 PROJECT: Wright Construction Office TECHNICIAN: Issac Gutierrez TEST METHOD: ASTM D-6938 GAUGE: TROX Ser#25193 VALUE OF NO.: 171ODD-635M WEATHER: Sunny PROJECT MANAGER: Teddy Cummings TEST RESULT PROC PCF PERCENT PERCENT OPT. PROJ. TEST LOCATIONS DEPTH NO. DRY COMPACT MOIST MOIST SPEC TYPE ELEV. 1 Pass 29347 108.9 97.0 17.1 2.2 1 J Northwest Corner 6th LIFT 2 Pass 29347 108.7 96.4 17.4 2.5 1 J Northeast Corner 6th LIFT 3 Pass 29347 108.0 96.0 17.9 3.0 1 J Southwest Corner 6th LIFT 4 Pass 29347 109.1 97.0 17.0 2.1 1 J Southeast Corner 6th LIFT 5 Pass 29347 108.6 96.3 17.6 2.7 1 J Northwest Corner 7th LIFT 6 Pass 29347 109.5 97.1 17.8 2.9 1 J Northeast Corner 7th LIFT 7 Pass 29347 109.4 97.0 17.5 2.6 1 J Southwest Corner 7th LIFT 8 Pass 29347 108.8 96.5 16.9 2.0 1 J Southeast Corner 7th LIFT PROCTORS USED: P-29347 112.7 PCF @ 14.9% - Reddish brown sandy clay SPECS USED: 1 Moisture 2.0% above optimum Density 95.0% min PROBE DEPTH: 6in REMARKS: Test locations given by foreman. Pothole testing - Technician did not observe backfill of potholes. TEST TYPES: (J) Building Fill DEPTH ELEVATION: (LIFT) Lift Hector Martinez, General Manager Pexas r P. irm No. F- Distribution: Wright Construction Co, Inc - Ashley Wright 4501 Broadway Ave. • P.O. Box 14809 • Haltom City, Texas 76117 Office 817-759-9999 • Fax 817-759-1888 74-34790-22-06den Page 1 of 1 RETEST