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St Ann Catholic-LR000804REPORT OF DRILLE£PIER INSPECTION a division of']~t'f-~::~ 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 07/31/2000 Report No.: 0019842 Report Date 08/04/2000 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 pier inspection. On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for drilled pier inspection. See attached sheet for recorded data. Technician Time: 6:00 a.m. to 6:00 p.m. Technician: Keith Fowler ~ E~ Report Distribution: (I) St. Ann's Catholic Community (1) Datum Engineering. Inc. ' (I) Centex Construction (1) 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 8901 Carpenter Finny.. Suite 100 Dallas. Texas 75247 Project: St. Ann's Catholic Church Report No.: 0019842 180 Samuel Boulevard, Coppell, Texas Date of Service: 07/31/00 Project NO.: 94001152 Technician: E. Farris Driller: Page: ! of 1 Pier Identification C.7/6.8 K/8.5 K.6/8.5 E.5-6.8 N.3/5.5 B-5.5 P.6-5.5 E.9-6.8 R.3-6.3 Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 Top of Ground Elevation (ft.) N/A N/A N/A N/A N/A N/A N/A N/A N/A Top of Pier Elevation (ft.) N/A N/A N/A N/A N/A N/A N/A N/A N/A Depth to Bearing Stratum from Ground (ft.) 42.5 45.5 46.0 43.33 45.75 45.0 44.08 43.5 45.5 Depth of Pier from Ground (ft.) 52.66 54.75 55.18 52.0 55.0 51.83 47.08 50.5 51.5 Required Penetration (ft.) 9 9 9 6 9 6 3 6 6 Actual Penetration (ft.) 10.18 9.25 9.18 8.66 9.25 6.83 3 7.0 6 Depth from Top of Concrete (ft.) 52.5 53.0 53.18 51.5 53.18 47.83 45.75 50.0 50.58 Condition of Bottom (wet or 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 Casing Diameter (in.) 26 26 26 26 26 26 26 26 26 Cased Depth (ft.) 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 52.0 56.66 56.5 51.0 55.18 53.25 50.08 49.5 49.92 Time Drilling was Completed 8:02 a.m. 8:32 a.m. 8:17 a.m. 8:50 a.m. 11:44 a.m. 12:34 p.m. 12:31 p.m. 3:08 p.m. 3:33 p.m. Time Concrete was Placed 10:18a.m. 10:43a.m. 10:00a.m. 12:03p.m. 2:02p.m. 2:21p.m. 2:40p.m. 4:14p.m. 4:58p.m.