Laserfiche WebLink
<br />DAILY FIELD REPORT <br />Project Loveland Ready Mix Slurry Wall Report No. 13 <br />Location Larimer County, Colorado Date 8 Jan 2008 <br />Client Compass Environmental, Inc. Page 1 of 1 <br />Contractor Compass Environmental, Inc. File No. 107021-001 <br />Weather Partly Cloudy Temperature 30-low 40's F <br />1. CONTRACTOR'S ACTIVITIES: <br />Contractor Start Work <br />Contractor Stop Work 0700 hrs <br />1630 Hrs <br />Top of Backfill Slope at Start 32+40 <br />To of Backfill Slope at Stop 32+80 <br />Toe of Backfill Slope at Start <br />Toe of Backfill Slo a at Sto 35+60 <br />36+20 <br />_.Last Completed Set at Start <br />Last Completed Set at Stop 35+60 <br />36+20 <br />Verified Area of Excavated Alluvium above Bedrock (Cumulative) 13,115 Sq. Ft. <br />Verified Area of Excavated Bedrock. (Cumulative) 10,740 S q. Ft. <br />Total Area Excavated To Date 23,855 S q. Ft. <br />Excavator Type Komatsu PC800 <br />Fresh Slurry Made Yes <br />FIELD REPRESENTATIVE'S ACTIVITIES: <br />Quality Control Number of <br />Samples Location or Batch # Comments <br />Bentonite Slurry - As-Mixed 1 35+50 <br />Bentonite Slurry - In Trench 2 35+70,36+10 <br />Backfill (Slump, Density) 2 32+70,32+80 <br />Backfill Gradation 1 32+70 <br />Backfill (Permeability) -- -- <br />Verified Clean AM Backfill <br />Slope and Bottom of Key Yes 34+80 through 36+20 <br />Verified Depth To Bedrock <br />and Key Yes 35+60 thru 36+20 <br />1. Observed slurry trenching activities. Verified depth to top of bedrock and depth of key from Station 35+60 <br />to 36+20 <br />2. Performed quality control testing. Tests performed yielded results in general accordance with project <br />specifications. Test results were reported to contractor. <br />3. Prepared Daily Field Report updated slurry wall data spreadsheet and obtained field supplies. <br />ATTACHMENTS: None <br />Field Representative(s) Time on site <br />Benny Siljenberg 0700 <br />Distribution: Jeff Sallas; file <br />C:\107021-001 Ready Mix\107021-000 Loveland Ready Mix Sherry Wall\C. Lyman Henn Inc. <br />Construction\C.4 Field Reports\Daily Reports\DFR 080107.doc <br />Total <br />11.5