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St Ann Catholic-LR001010'REPORT OF DRILLEo BELLED PIER INSPECTION a division 8901 Carpenter Frwy., Suite gl0( Dallas, Texas 7524'. Date of Service: 08/29/2000 Report No.: 0022634 Report Date 10/10/2000 Client No.: 23 l0 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. NOTE: *REVISED Bell diameter for Piers J-1.5, B-1 and B.i-1 from 60 inches to 66 inches on 10/10/00. Technician Time: 6:00 a.m. to 6:00 p.m. Report Distribution: ( I ) St. Ann's Catholic Community ( I ) Datum Engineering, Inc. (I) Centex Construction (I) City of Coppell Eric J. Cleveland, P.E. (I) City of Coppell Senior Project Engineer ( I ) Alliance Architects. 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 Pa~e 1 of 1 ENG~IEERING, ~C. 8901 Carpenter Frwy., Suite alO0 Dallas, Tex~s 75247 REVISED Report Date: 10/10/00 Project: St. ^nn's Catholic Church Report .o.: 0022634 180 Samuel Boulevard, Coppell, Texas Date of Service: 08/29/00 Project No.:94001152 ?echnician: S. Spinks Driller: Page: 1 of 1 Pier Identification O.9-1.5 N.5-1 .fi M.5-1.5 L.8-1.5 K-1.5 d-1.5 B.5-3 B.1-3 B-1 B.1-1 Pier Diameter (in.) 30 30 30 30 30 30 18 18 30 30 Bell Diameter (in.) 60 60 60 60 60 66* 48 48 66* 66* 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) 16.9 16.9 16.5 16.7 16.6 16.3 18.3 17.8 16.2 16.4 Final Depth of Pier from Existing Grade (ft) 16.9 16.9 16.5 16.5 16.6 16.3 18.3 17.8 16.2 16.4 Depth from Top of Concrete (ft) 17.1 16.9 16.5 16.5 16.6 16.3 18.3 17,8 16.2 16.4 Condition of Bottom (wet or 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 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.) 17.5 17.5 17.0 17.0 17.1 16.8 18.8 18.3 16.7 16.9 Time Drilling was Completed 10:00a.m. 10:20a.m. 10:40a.m. 11:00a.m. 11:30a.m. 12:00p.m. 1:45p.m. 2:20p.m. 2:40p.m. 3:00p.m. Time Concrete was Placed 4:00 p.m. 4:20 p.m. 4:35 p.m. 4:45 p.m. 5:00 p.m. 5:15 p.m. 5:30 p.m. 5:40 p.m. 5:50 p.m. 6:00 p.m. 'REPORT OF DRILLE BELLED PIER INSPEL lION a division 8901 Carpenter Frwy., Suite #10~ Dallas, Texas 75247 Date of Service: 08/25/2000 Report No.: 0022318 Report Date 10/10/2000 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. NOTE: *REVISED Bell Diameter for Pier J.5-0.5 from 60 inches to 66 inches on 10/10/00. Technician Time: 6:00 a.m. to 5:00 p.m. Technician: Shane Spinks i'/ iY~g, 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 ( I ) Alliance Architects 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 Pa~e 1 of 1 ENGINEERING, INC. 8901 Cat~)ente~ Frwy., Suiu~ #100 Dallas, Texas 75247 REVISED Report Date: 10/10/00 Project: St. Ann's Catholic Church ReportNo.: 0022318 180 Samuel Boulevard, Coppell, Texas Date of Service: 08/25/00 Project NO.: 94001152 Technician: S. Spimks Driller: N.L. Schutte Page: 1 of 1 Pier Identification J.5-0.5 0.5-J.5 0.5-H.5 G.7-0.5 R-1 B-3.7 B-3.6 B-3.4 B-3.9 B-3 I ) Pier Diameter (in.) 30 30 30 30 24 24 24 24 24 24 Bell Diameter (in.) 66* 60 60 60 54 54 54 54 54 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) 16.8 17.0 17.7 16.9 18.0 16.4 16.7 15.3 17.2 16.6 Final Depth of Pier from Existing Grade (ft) 16.9 17.2 17.7 17.0 18.3 16.5 16.8 15.5 17.2 16.6 Depth from Top of Concrete (ft) 14.9 15.2 15.7 15.0 14.3 12.5 12.8 11.5 13.2 12.6 Condition of Bottom (wet or 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 ) 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 (#) 8 8 8 8 8 8 8 8 8 8 Length of Vertical Bars (ft.) 17.3 17.5 18.0 17.3 15.0 13.0 13.4 12.0 13.7 13.1 Time Drilling was Completed 10:40 a.m. 10:20 a.m. 10:00 a.m. 9:40 a.m. 2:00 p.m. 12:45 p,m. 12:30 p.m. 1:00 p.m. 1:15 p.m. 1:30 p,m. Time Concrete was Placed 2:30 p.m. 2:40 p.m. 2:50 p.m. 3:00 p.m. 3:15 p.m. 3:30 p.m. 3:40 p.m. 3:50 p.m. 4:00 p.m. 4:20 p.m.