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St Ann Catholic-LR000908'REPORT OF DRILLE BELLED PIER INSPE, HON a division of~ 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 09/01/2000 Report No.: 0022999 Report Date 09/08/2000 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, Texas Coppell TX 75019 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: While pier drillers were drilling Pier C-1.5, an abandoned irrigation line was encountered at a depth of 2 feet. This pier was cleaned out of wet soil and then drilling was completed. Technician Time: 6:00 a.m. to 3:00 p.m. Technician: Shane Spinks ' g' Inc. Report Distribution: ( I ) St. Ann's Catholic Community ( 1 ) Datum Engineering, Inc. ( I ) Centex Construction ( ! ) 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. 99SDS Pa~e 1 of I REPORT OF DRILLED BELLED PIERS EX~GINEERING, INC. 8901 Carpenter Fi'wy., Suite #100 Dallas. Texas 75247 Project:St. Ann's Catholic Church Report no.: 0022999 180 Samuel Boulevard, Coppell, Texas Date of Service: 09/01/00 Project No.: 94001152 Technician: S. Spinks Driller: Page: 1 of 1 D-1.5 E-1.5 F-1.5 G-1.5 H-1.5 A-1.8 Pier Identification B-1 C-1 Pier Diameter (in.) 30 30 30 30 30 30 30 30 Bell Diameter (in.) 66 60 60 60 60 60 66 60 Top of Pier Elevation (ft) 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 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) 16.6 16.5 16.5 16.4 16.5 17.0 16.7 16.0 Final Depth of Pier from Existing Grade (ft) 16.8 16.6 16.5 16.4 16.7 17.1 16.9 16.1 Depth from Top of Concrete (ft) 16.1 16.2 16.3 16.6 17.0 17.5 16.8 16.2 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.) 15.8 16.0 16.1 16.4 16.8 17.8 17.6/~ 16.5 Time Drilling was Completed 10:20 a.m. 10:45 a.m. 11:00 a.m. 11:30 a.m. 11:45 a.m. 12:00 p.m. 12:15 p.m. 12:30 p.m. Time Concrete was Placed 1:00 p.m. 1:20 p.m. 1:40 p.m. 2:00 p.m. 2:20 p.m. 2:40 p.m. 3:00 p.m. 3:30 p.m. REPORT OF DRILLE -'BELLED PIER INSPEL" ION a division of']~afl-dg~gl 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 08/29/2000 Report No.: 0022634 Report Date 09/08/2000 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 6:00 p.m. Report Distribution: (i) St. Ann's Catholic Community (1) Datum Engineering, Inc. (I) Centex Construction (1) City of Coppell (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 the written approval of HBC Engineering, Inc. 99SDS Pa-e 1 of 1 ENGINEERING, INC. 8901 Carp~nmr Frwy.. Suite #100 Dallas, Texas 75247 Project:St. Ann's Catholic Church Report No.: 0022634 180 Samuel Boulevard, Coppell, Texas Date of Service: 08/29/00 ProJect No.: 94001152 Technician: S. Spinks Driller: Page: 1 of 1 N.5-1.5 M.5-1.5 L.8-1.5 K-1.5 J-1.5 B.5-3 B.1-3 B-1 B.1-1 Pier Identification O.9-1.5 Pier Diameter (in.) 30 30 30 30 30 30 18 18 30 30 Bell Diameter (in.) 60 60 60 60 60 60 48 48 60 60 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 DRILLEd'BELLED PIER INSPE i ION a division of'l~t~tm:on 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75*47 Date of Service: 08/28/2000 Report No.: 0022494 Report Date 09/08/2000 Client No.: 2310 Project No.: 94001152 Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church Attn: Monsignor Kilian B roderick 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: 8:00 a.m. to 5:00 p.m. Report Distribution: (1) St. Ann's Catholic Community (1) Datum Engineering, Inc. (1) Centex Cons~-uction (1) City of Coppell (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 bc reproduced except in full without the written approval of HBC Engineering, Inc. 99SDS Page 1 of 1 REPORT OF DRILLED BELLED PIERS 8901 C'a~cntgr Frwy., Sui~ #100 Dallas. Texas 75247 Project: St. Ann's Catholic Church Report No.: 0022494 180 Samuel Boulevard, Coppell, Texas Date of Service: 08/28/00 Project No.: 94001152 Technician: S. Spinks Driller: Page: I of ! Pier Identification P-1 O.9-1 N.5-1 M.5-1 L.8-1 K-1 d-1 Pier Diameter (in.) 30 30 30 30 30 30 30 Bell Diameter (in.) 66 66 66 66 66 66 66 Top of Pier Elevation (ft) 94.0 94.0 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 Initial Depth of Pier from Existing Grade (ft) 17.2 17.2 16.8 17.1 17.0 16.8 16.3 Final Depth of Pier from Existing Grade (ft) 17.3 17.2 16.9 17.4 17.0 16.9 16.5 Depth from Top of Concrete (ft) 15.3 15.2 14.9 15.4 13.0 12.9 12.5 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Casing Diameter (in) 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 Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 8 8 8 8 8 8 8 Length of Vertical Bars (ft.) 15.5 15.5 15.5 15.9 13.5 13.5 13.0 Time Drilling was Completed 2:30 p.m. 2:00 p.m. 1:45 p.m. 1:30 p.m. 12:00 p.m. 11:20 p.m. 10:45 p.m. Time Concrete was Placed 3:00 p.m. 3:15 p.m. 3:30 p.m. 3:45 p.m. 4:00 p.m. 4:15 p.m. 4:30 p.m. REPORT OF DRILLEI BELLED PIER INSPEC" 'ION a division 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 08/24/2000 Report No.: 0022223 Report Date 09/08/2000 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 4:30 p.m. Technician: Shane Spinks Inc Report Distribution: (I) St. Ann's Catholic Community (1) Datum Engineering, Inc. (!) Centex Construction ( 1 ) City of Coppell E~ic J. Cleveland, P.E. (!) 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 the written approval of HBC Engineering, Inc. 99SDS Page 1 of l ENGINEERING, INC. 8901 C~mr Frwy., Suite #100 Dallas, Taxas 75247 Project: SI:. ATITI'S Catholic Church Report No.: 002T~23 180 Samuel Boulevard, Coppell, Texas Date of Service: 08/24/00 Project No.: 94001152 lechnician: S. Spinks Driller: N.L. Schutte Page: I of 1 Pierldentification A-3.7 A-3.6 C-3.9 C-3.88 A-3.4 A-3 P-3 ~-~.5 II Pier Diameter (in.) 30 30 18 18 30 30 30 30 Bell Diameter (in.) 60 60 48 48 60 60 60 60 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) 13.1 14.8 16.0 16.1 16.5 16.2 16.9 16.2 Final Depth of Pier from Existing Grade (ft) 13.5 15.0 16,4 16.2 16.6 16.3 16.9 16.3 Depth from Top of Concrete (ft) 11.5 13.0 14.4 14.2 14.6 14.3 14.9 14.3 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 (#) 8 8 8 8 8 8 8 8 Length of Vertical Bars (ft.) 13.7 15.2 16.6 16.4 17.0 16.8 17.3 16.8 Time Drilling was Completed 11:05a,m. 11:19a.m. 10:30a.m. 10:50a.m. 11:30a.m. 12:00p.m, 1:15p.m. l:30p,m. Time Concrete was Placed 2:00 p.m. 2:15 p.m. 2:30 p.m. 2:45 p.m. 3:00 p.m. 3:15 p.m. 3:30p.m. 4:00p.m.