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St Ann Catholic-LR000721
REPORT OF DRILLED .'IER INSPECTION ENGhN'E ERD4G, 1NC. a division of 1Errac. mn 89111 Carpeuter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 07/14/2000 Report No.: 0018374 Report Date 07/21/2000 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, Iexas Services: Drilled pier inspecticn. On this dace, an HBC Engineering technician arrived=-n the above referenced jobsite as scheduled for drilled_oier zn_~c~on' =-= ~' . See attached skeet for recorded dana. Technician Time: 6:00 a.m. ~o 5:30 p.m. Technician: Ervin Farris /~~f~~nc. Report Distribution: ( I ) St. Ann's Catholic Community (I) Datum Engineering. Inc. (1) Centex Construction ( ) Cty of Coppe :~ric 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 thc written approval of HBC Engineering, Inc. 99SDS Paae 1 of 1 ENGI~'EERLNG, INC. 6S01 Ca,pemer FnNy. S~te 100 Da'las. Texas 75247 Project: St. Ann's Catholic Church Report No.: 0018374 180 Samuel Boulevard, Coppell, Texas Date of Service: 07/14/00 Project No.: 94001152 Technician: E. Farris Driller: Page: I of 1 Pier Identification 18.3-Q 17.7-Q G.5-10 1-10 K.5-10.4 16-E.7 16-E J.5-10 K-10 16-D Pier Diameter (in,) 24 24 30 30 24 24 24 30 30 24 Top of Ground Elevation (ft.) N/A 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 N/^ Depth to Bearing Stratum from Ground {ft,) 43.0 45.0 35.0 36.0 36.0 43.0 43.0 35.0 34.92 43.0 Depth of Pier from Ground (ft,) 52.75 54.5 53.75 48.0 48.33 46.83 49.58 53.66 53.58 49.58 Required Penetration (ft,) 9 9 18 12 12 3 6 18 18 6 Actual Penetration (ft,) 9.75 9.5 18.75 12.0 12.33 3.83 6.58 18,66 18.66 6.58 Depth from Top of Concrete (ft,) 52.8 54.5 53.8 48.0 48.3 46.8 49.6 53.7 53.6 49.6 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.) 24 24 32 32 26 24 24 32 32 26 Cased Depth (ft.) 45 45 31.5 31.25 33.0 45 45 31.25 31.5 45 Number of Vertical Bars (ea,) 6 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 6 6 7 7 6 6 6 7 7 6 Length of Vertical Bars (ft.) 55.35 56.75 53.08 47.33 47.42 46.33 49.0 53.08 52.92 49.0 Time Drilling was Completed 8:14 a.m. 7:50 a.m. 9:30 a.m. 8:41 a.m. 10:33 a.m. 1:00 p.m. 1:23 p.m. 2:23 p,m. 1:53 p.m. 3:45 p.m. Time Concrete was Placed 10:16a.m. 9:25a.m. 11:08a.m. 11:47a.m. 12:27p.m. 2:07p.m. 2:20p.m. 3:48p.m. 3:01p.m. 4:18p,m.