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Northlake 635(5)-LR000216
REPORT OF DRILLED BELLED PIERS Project: Project No.: Coppell Commerce Center 1234 Lakeshore (Bldg. B), Coppell, Texas 94991457 8901 Carpenter Fn, ry., ~uit= #100 D~las, Texa~ 752.47 Report No.: 0004573 Date of Service:02/16/00 Technician: R. Montgomery Page: I Of 2 Pier Identification L/11 L/10 L/9 L/8 L/7 L/6 L/4 L/3 L/2 K/2 J/2 Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24 24 Bell Diameter (in.) 54 54 54 54 54 54 54 54 54 54 54 Top of Pier Elevation (ft) 99.00 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 Req. Depth from Exist. Grad .e Ift) 18.00 18.00 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 Initial Depth of Pier from Existing Grade (ft) 18.67 18.42 18.25 18.67 18.67 18.33 19.92 18.92 18.33 18.83 18.42 Final Depth of Pier from Existing Grade {ft) 18.67 . 19.00 18.58 18.67 18.67 19.00 20.50 19.16 18.92 19.00 18.58 Depth from Top of Concrete. (ft) 17.83 18.25 17.75 17.92 18.00 18.75 20.00 18.83 18.50 18.58 18.16 Condition of Bottom (wet 9r dry) Dry Dry. Dry Dry Dry Dry Dry Dry Dry Dry Dry.. Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Casing.Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Number of Vertical Bare (ea.) 6 6 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6 6 Length of Vertical Bare (ft.) 17.33 17.42 17.58 17.58 17.50 18.33 1.9..50 18.33 18.08 18.0 17.92 TimeDrillin~lwesCompieted 9:50a.m. 10:05a.m. 10:20a,m. 10:35a.m. 10:45a.m. 10:.55a.m. 11:05a.m. 11:15a.m. 11:28a.m. 11:40a.m. 11:54p.m. Time Concrete was Placed 2:56 p.m. 3:03 p,m. 2:32 p.m. 2:27 p.m. 2:24 p.m. 2:14 p.m. 2:10 p.m. 2:05 p.m. 2:03 p.m. 3:43 p.m. 4:20 ~.m. I I ' ' ' ' I REPORT OF DRILLED BELLED PIERS Project: Project No.: Coppell Commerce Center 1234 Lakeshore (Bldg. B), Coppell, Texas 94991457 Repon No.: 0004573 Date of Service: 02/16/00 Technician: R. MoTltgomcry Page: 2 of 2 ~01 Ca~t~ Fwty., Sui~ #100 ~ Dallas, ,Texas 75247 Pier Identification HI2 K/3 K/4 K/6 K/7 K/8 Pier Diameter (in.) 24 24 24 24 24 24 Bell Diameter (in.) 54 54 54 54 54 54 Top of Pier Elevation (ft) 99.0 99.0 99.0 99.0 99.0 99.0 Req. Depth from Exist. Grade (ft) 18.0 18.0 18.0 18.0 18.0 18.0 Initial Depth of Pier from Existing Grade {ft) 19.00 18.92 18.50 18.83 18.25 18.75 Final Depth of Pier from Exleflng ' Grade (ft) 19.08 19.08 18.75 19.00 18.42 19.16 Depth from Top of Concrete (ft) 18.58 18.58 18.25 18.16 18.00 18.67 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry ,,, Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Casing Diameter (in) N/A N/A N/A N/A N/A N/A Cased Depth (ft), N/A N/A N/A N/A N/A N/A Number of Vertical Bare (ea.) 6 ,,, 6 6 6 6 6 Reinforcin9 Bar Size (#) 6 ....6 6 6 6 6 Length of Vertical B~,re (ft.) 18.08 18.08 17.75 17.6~ , 17.50 18.16 , Time Drilling was Completed 12:50 p.m. 1:12 p.m. 1:25 p.m. 1:35 p.m. 1:45 ,p.m. 2:00 p.m. Time Concrete was Placed 4:30 p.m. 3:48 p.m. 3:53 p.m. 4:10 p.m. 3:12 p.m. 3:07 p.m. I ~1