Loading...
Park West CC(1)-LR 900420DALLY FIELD REPORT PROJECT: Park West Commerce Center, Site No. 1 CLIENT: Prentiss P~operties 8RIEF DESCRIPTION AND LOCATION: . WEATHER: ~)-. (x.; ~, TIME: START WORK:. ~>:30 ~m DELAYS: STOP WORK: 2_:$O p~ ....... WORK PERFORMED. ' -' THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (v') APPROPRIATE RESPONSE- ASTERISK RESPONSE, REOUIRES COMMENT I. PIE? INSPECTION / FOUNDATION Z. CONCRETE INSPECTION ~. SUB-SURFACE DRAIN INSTALLATION ,I. SELECT FILL PLACEMENT 5. LIME STABILIZATION 6. FOOTING INSPECTION ( v~J 7. GENERAL INSPECTION ( ) ~. REINFORCEMENT STEEL INSPECTION ( ) 9. TIE-BACK INSPECTION ( )-IO,:-FIELD'DENSiTY TESTING II. CONCRETE CYLINDER I~. GROUT CUBES I~. FIELD GRADATION / LIME 14_ FIELD REPORTS I$. FIELD SANPUNG Z 16. TENDON/PROOF LOAD INSPECTION I?. PIER INSPECTION/ RETENTION lB. SEE ATTACHED SHEETS FOR TEST RESULTS REPORT NO.: 04: s~, b ~,"~. ',~ d,. 2~' 3.&~ .q& 70 °°-5 Aqaq 17. 0 #~ 17.,,f £,~,~ oF Z,',,~. 3 /~o 3h7 AGr/A ~,£ ~...~ /,',,,. Inspec~r Q MASON--JOHHSTON & ASSOCIATES, OALLA$, TEXAS PARK WEST COMMERCE CENTER, SITE NO. 1 COPPELL, TEXAS SUMMARY OF MOISTURE CONTENT TESTS Boring Depth Moisture Number (in.) Content (%) · I 5.0-10.0 13.0 1 10.0-15.0 27.8 1 15.0-18.5 27.2 2 5.5-10.5 12.4 2 11.0-15.5 27.4 2 15.5-20.0 26.3 3 6.0-11.0 13.3 3 13.0-16..0 27.8 3 16.0-19.0 29.0 6.0-11.5 13.5 12.0-17.5 28.6 17.5-21.5 29.0 DATE OF TEST: 4-20-90 MJA NO.: 5603