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St Ann Catholic-LR000819· REPORT OF DRILLLD BELLED PIER INSPECTION a division 8901 Carpenter Frwy., Suite #1t Dallas, Texas 752z Date of Service: 08/02/2000 Report No.: 0020122 Report Date 08/19/2000 Client No.: 2310 Project No.: 94001152 Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church Attn: Monsignor Kilian Broderick 180 Samuel Boulevard 180 Samuel Boulevard Coppell TX 75019 Coppell, Texas Services: Drilled belled pier inspection. On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for drilled belled pier inspection. See attached sheet for recorded data. Technician Time: 6:00 a.m. to 3:30 p.m. Technician: Shane Spinks ~neerlng, Inc. Report Distribution: ( 1 ) St. Ann's Catholic Community ( I ) Datum Engineering, Inc. (1) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E. ( 1 ) City of Coppell Senior Project Engineer ( 1 ) Alliance Amhitects This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering. Inc. 99SS Paae I of I ENGLNEERING, INC. 8901 Cat,enter Frwy., Suite #100 Dallas. Texas 75247 Project:St. Ann's Catholic Church Report,o.: 0020122 180 Samuel Boulevard, Coppell, Texas Date of Service: 08/02/00 Project No.: 94001152 Technician: S. Spinks Driller: N.L. Schulte Page: i of 1 Pier Identification K-2 d-2 G.7-3 H-2 G-2 F-2 E-2 H.5-3 Pier Diameter (in.) 30 30 30 30 30 30 30 24 Bell Diameter (in.) 66 66 66 66 66 66 66 54 Top of Pier Elevation (ft) 97.0 97.0 97.0 97.0 97.0 97.0 97.0 97.0 Req. Depth from Exist. Grade (ft) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Initial Depth of Pier from Existing Grade (ft) 12.9 13.0 13.1 13.2 13.3 13.2 13.1 14.1 Final Depth of Pier from Existing Grade (ft) 13.0 12.9 12.9 13.0 13.2 12.9 13.0 14.3 Depth from Top of Concrete (ft) 12.5 12.4 12.4 12.5 12.7 12.4 12.5 13.8 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) 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 Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 7 7 7 7 7 7 7 7 Length of Vertical Bars (ft.) 13.0 13.0 13.0 13.4 13.5 13.5 13.0 13.9 Time Drilling was Completed 11:10 a.m. 11:30 a.m. 11:45 a.m. 1:00 p.m. 1:30 p.m. 1:50 p.m. 2:10 p.m. 2:30 p.m. Time Concrete was Placed 2:40 p.m. 2:45 p.m. 3:00 p.m. 3:05 p.m. 3:10 p.m. 3:30 p.m. 4:00 p.m. 4:30 p.m. REPORT OF DRILLE_ BELLED PIER INSPE 'TION a division of'[~ 8901 Carpenter Frwy., Suite #11 Dallas, Texas 752- Date of Service: 08/03/2000 Report No.: 0020228 Report Date 08/19/2000 Client No.: 2310 Project No.: 94001152 Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church Attn: Monsignor Kilian Broderick 180 Samuel Boulevard 180 Samuel Boulevard Coppell TX 75019 Coppell, Texas Services: Drilled belled pier inspection. On this date, an HBC Engineering technician arrived at tke above referenced jobsite as scheduled for drilled belled pier inspection. See atcached sheet for recorded data. Technician Time: 6:00 a.m. to 2:30 p.m. Technician: Shane Spinks /~/-/~eering, Inc. Report Distribution: (1) St. Ann's Catholic Community (1) Datum Engineering. Inc. (1) Centex Construction (1) City of Coppcll ,.. v Eric J. Cleveland, P.E. ( 1 ) City of Coppell Senior Project Engineer (1) Alliance Architects This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc writWn approval of HBC Engineering, Inc. 99SS Pa-e 1 of 1 8901 Carpenter Fr,,..),.. Suite #]00 Dellas. Texas 75247 Project: St. Ann's Catholic Church Report No.: 0020228 180 Samuel Boulevard, Coppell, Texas Date of Service: 08/03/00 Project No.: 94001152 Technician: S. Spinks Driller: N.L. Schulte Page: 1 of 1 Pier Identification O-5.4 O-5.2 O-5 O.9-5 0.9-5.2 J.5-3 1.5-3 G.2-3 F.5-3 E.8-3 II Pier Diameter (in.) 18 18 18 24 24 30 24 18 18 18 Bell Diameter (in.) 48 48 48 54 54 66 54 48 48 48 Top of Pier Elevation (ft) 97.0 97.0 97.0 97.0 97.0 97.0 97.0 97.0 97.0 97.0 Req. Depth from Exist. Grade (ft) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Initial Depth of Pier from Existing Grade (ft) 11.8 15.0 16.7 14.6 16.5 14.8 14.8 15.0 13.9 16.7 Final Depth of Pier from Existing Grade (ft) 11.9 15.2 16.8 14.5 16.7 14.9 14.9 15.1 13.9 16.6 Depth from Top of Concrete (ft) 11.5 14.7 16.3 14.0 16.2 14.4 14.4 14.6 13.4 16.1 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry D~t Dry Dry Dry Dry Plumb Within Tolerance (yes or no) 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 Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 7 7 7 7 7 7 7 7 7 7 Length of Vertical Bars (ft.) 12.5 16.0 17.5 15.3 17.5 15.0 15.0 15.4 14.5 17.0 Time Drilling was Completed 9:40 a.m. 9:50 a.m. 10:00 a,m. 10:10 a.m. 10:20 a.m. 1:30 p.m. 2:00 p.m. 2:10 p.m. 2:20 p.m. 2:30 p.m. Time Concrete was Placed 11:00a.m. 11:10a.m. 11:20a.m. 11:30a.m. 11:45a.m. 1:45p.m. 2:05p.m. 3:00p.m. 3:30p.m. 4:00p.m.