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St Ann Catholic-LR000724
REPORT OF DRILLELQ?IER INSPECTION ENGINEERIlqG, INC. a division ofl~-d{:13~ 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Self:ice: 07/18/2000 Report No.: 0018667 Report Date 07/24/2000 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 On nhis-Jane, an !{BT Enw/.neering teckni~ian arrived at the above referenced 5~¼~ne___ as s~hed~xled z,__ ..... ~r.[.llec ~e:' ~?.sr~ec~icn. See a~tached sheet for recordeh d~-:~. Technician Time: 6:30 a.m. ~o 6:32~ c..r.. Technician: Ervin Farris /I~~~eering, Inc. Report Distribution: (1) St. Ann's Catholic Community (I) Datum Engineering. Inc. (1) Centex Construction ('1) Cit.v of Coppell Eric J. Cleveland, P.E. (I) City of Coppell Senior Project Engineer (1) Alliance Architects This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 99DP Page I of I REPORT OF DRILLED PIERS ENGLNEERING, INC. 8901 Carpen:er Fr~/.. Su,te I00 Dallas, Texas 75247 Project: St. Ann's Catholic Church Report No.: 0018667 180 Samuel Boulevard, Coppell, Texas Date of Service: 07/18/00 Project No.: 94001152 Technician: E. Farris Driller: Page: Pier Identification F-17 E-17 K-15 K-12 F.5-11.1 E.6-18 K.5-11 K.5-12 E-19 F-19 F,5-10 Pier Diameter (in.) 24 24 30 30 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 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/A N/A Depth to Bearing Stratum from Ground (ft.) 42.0 43.0 34.0 34.0 38.0 42.5 37.0 35.42 45.0 45.0 39.0 Depth of Pier from Ground (ft.) 54.18 53,08 46,5 46.42 47.5 52.42 43.25 41.5 55.0 57.82 53.0 Required Penetration (ft.) 12 9 12 12 9 9 6 6 9 12 15 Actual Penetration (ft.) 12.18 10.08 12.5 12.42 9.5 9.92 6.25 6.08 10.0 12.82 19.0 Depth from Top of Concrete (ft.) 53.66 52.58 45.58 46.0 46.92 52.0 42.66 41.0 54.5 57.08 57.5 Condition of Bottom (wet or dry) 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 Yes Casing Diameter (in.) 26 26 32 32 26.0 26 26 26 26 26 26 Cased Depth (ft.) 45.0 45.0 31.5 31.25 33.0 45.0 33.0 33.0 45.0 45.0 33.0 Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 6 6 Reinforciiag Bar Size (#) 6 6 7 7 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 56,92 55.5 45.01 45.58 56.08 55.66 53.5 51.82 56.75 59.58 66.33 Time Drilling was Completed 8:55 a.m. 8:41 a.m. 7:38 a.m. 8:05 a.m. 9:39 a.m. 10:00a.m. 12:36 p.m, 2:10 p.m. 3:20 p.m. 2:57 p.m. 4:03 p.m. Time Concrete was Placed 11:47a.m. 12:30p.m. 10:03p.m. 10:46a.m. 11:38a.m. 1:01p.m. 1:35p.m. 3:11p.m. 4:20p.m. 3:51p.m. 5:08p.m. REPORT OF DRILLED 'IER INSPECTION a division of'l~afl-~l~ 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Selwice: 07/17/2000 Report No.: 0018562 Report Date 07/24/2000 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: Dril:ed pier inspec-_izr_. On -_his daze, an HBC Engineerzn~, z e -2 k _-. ". -2 :. a _-: -~rrived at tke above referenced jshsize -~s sske.duled for dril'_e~i n~er :.r.s~e_-zion. See attached skee-_ for recorded d~ta. Technician Time: E:O0 a.m. to ~:30 p.m. Technician: Ervin Farris ~~~eering, Inc. Report Distribution: (1) St. Ann's Catholic Community (1) Datum l'~ngineering. Inc. (1) Centex Construction (1) City ot'Coppcll ~ EPic 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 the written approval of HBC Engineering, Inc. 99DP Page I of I ENGh-NEERING, h\'C. 8901 Carbon',e, Fw~¥.. Sa.:e 100 Dallas. Texas 75247 Project: St. Ann's Catholic Church Report No.: 0018562 180 Samuel Boulevard, CoDDeI], Texas Date of Service: 07/I?/00 Project No.: 94001152 Technician: E. Fards Driller: Page: Pier Identification 1-20.4 M.5-13 K-17 D-17 D-18 G.9-17 D-19 K-11 K-10.4 Pier Diameter (in.) 24 24 30 24 24 24 24 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 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.) 46.0 34.0 36.66 42.0 42.5 36.0 42.58 35.42 36.0 Depth of Pier from Ground (ft.) 55.18 46.66 49.66 58.08 57.5 43.5 59.0 54.25 49.42 Required Penetration (ft.) 9 12 12 15 15 6 15 18 12 Actual Penetration (ft.) 9.18 12.66 13.00 16.08 15.0 7.5 16.42 18.83 13.42 Depth from Top of Concrete (ft.) 54.6 46.2 49.2 57.6 57.0 43.0 58.5 53.8 48.9 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 32 26 26 26 26 32 26 ,) Cased Depth (ft.) 45.0 33.0 31.25 45.0 45.0 33.0 45.0 31.5 33.0 Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 6 6 7 6 6 6 6 7 6 Length of Vertical Bars (ft.) 56.66 43.33 48.08 60.0 60.0 42.25 60.92 53.25 48.75 Time Drilling was Completed 8:34 a.m. 7:52 a.m. 11:02 a.m. 1:12 p.m. 1:36 p.m. 12:09 p.m. 2:09 p.m. 2:25 p.m. 3:20 p.m. Time Concrete was Placed 9:40 a.m. 10:22 a.m. 12:46 p.m. 2:54 p.m. 3:24 p.m. 1:25 p.m. 4:42 p.m. 4:08 p.m. 5:12 p.m.