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Northlake 635(5)-LR000328
REPORT OF DRILLED BELLED PIERS Project: Project No.: Coppell Commerce Center 1234 Lakeshore (Bldg. A), Coppell, Texas 94991457 Report No.: Date of Service: Technician: Page: 0008372 03/28/00 J. Smith 1 of 2 ENGINEERff',~G, INC. 89OI Carpenter Frwy. Suite #100 Dallas, Texas 75247 Pier Identification Pier Diameter (in.) Bell Diameter (in.) Top of Pier Elevation (ft) Req. Depth from Exist. Grade (ft) Initial Depth of Pier from Existing Grade (ft) F/2 24 Depth from Top of Concrete (ft) 54 99.0 18.0 18.0 Final Depth of Pier from Existing Grade (ft) 18.0 17.5 Condition of Bottom (wet or dry) Plumb Within Tolerance (yes or no) Casing Diameter (in) Cased Depth (ft) Number of Vertical Bars (ea.) Reinforcing Bar Size (#) Length of Vertical Bars (ft.) Time Drilling was Completed Time Concrete was Placed Dry Yes N/A N/A 6 6 17.0 11:00 a.m. 11:15 a.m. F/3 24 54 99.0 18.0 18.0 18.8 18.3 Dry Yes N/A N/A 17.8 11:10 a.m. 11:20 a.m. El3 24 54 99.0 18.0 18.0 18.5 18.0 Dry Yes N/A N/A 6 17.5 11:20 a.m. 11:25 a.m. El2 24 54 99.0 18.0 18.0 19.0 18.5 Dry Yes N/A N/A 18.0 11:55 a.m. 12:00 p.m. D/2 24 54 99.0 18.0 18.0 18.5 18.0 Dry Yes N/A N/A 17.5 12:05 p.m. 1:30 p.m. D/3 24 54 99.0 180 18.0 19.0 18.5 Dry Yes N/A N/A 6 6 18.0 1:20 p.m. 1:36 p.m. C/2 24 54 99.0 18.0 18.0 18.5 18.0 Dry Yes N/A N/A 17.5 1:35 p.m. 1:50 p.m. C/3 BI2 BI3 BI4 24 24 24 24 54 54 54 54 99.0 99.0 99.0 99.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.5 18.9 18.6 18.8 18.0 18.4 18.1 18.3 Dry Dry Dry Dry Yes Yes Yes Yes N/A N/A N/A N/A N/A N/A N/A N/A 6 17.5 1:49 p.m. 2:05 p.m. 17.9 2:03 p.m. 2:35 p.m. 6 17.6 2:20 p.m. 2:50 p.m. 17.8 2:50 p.m. 3:00 p.m. REPORT OF DRILLED BELLED PIERS Project: Project No.: Pier Identification Pier Diameter (in.) Coppell Commerce Center 1234 Lakeshore (Bldg. A), Coppell, Texas 94991457 Bell Diameter (in.) Top of Pier Elevation (ft) Req. Depth from Exist. Grade (ft) Initial Depth of Pier from Existing Grade (ft) Final Depth of Pier from Existing Grade (ft) Depth from Top of Concrete (ft) Condition of Bottom (wet or dry) Plumb Within Tolerance (yea or no) Report No.: Date of Service: Technician: - Page: 0008372 03/28/00 J. Smith 2 of 2 ENGINEERII~, lINC. 890 Carpenter Frwy Suite #100 Dallas, Texas 75241 Casing Diameter (in) Cased Depth (fl) Number of Vertical Bars (ea.) BI5 24 54 99.0 18.0 18.5 18.5 18.0 Dry Yes N/A N/A 6 Reinforcing Bar Size (#) 6 Length of Vertical Bars (ft.) 17.5 Time DHIling was Completed 2:45 p.m. Time Concrete was Placed 3:10 p.m.