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St Ann Catholic-LR000720
REPORT OF DRILLE[ 2IER INSPECTION ENG--, a division 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 07/12/2000 Report No.: 0018158 Report Date 07/20/2000 Client No.: 2310 Project No.: 94001152 Client: St. Ann's Catholic Colnmunitv Project: St. Ann's Catholic Church Attn: Monsignor Kilian ~rodcrick 180 Samuel Boulevard ]80 Samuel Boulevard Coppell TX 75019 Coppell, Texas Services: Drilled pier inspec:.igr_. On 2his dane, an HSC Encineeri:_x %e~>-,n_z:ian arrived at uhe above referensed jobsite ~s sshedule~ for '~' --=-~ - See ' ' ~ ~_x ...... ~:[.er r':sDesmion, aEEacnea sheen fcr recorded dana. Technician Time: 7:00 a.m. us. 5:.7'2, c,.r.. Technician: Mike Whyman g, Inc. Report Distribution: (I) St. Ann's Catholic Community (I) Datum F_nginccring. Inc. (I) Centex Construction (1) City ol'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. 99DP Page I of I ENGINEERING, INC. 8g~1 Carl~e~ter Frwy., ~-.J-:e 100 Dal!as. Texas 75247 Project:St. Ann's Catholic Church Report No.:0018158 180 Samuel Boulevard, Coppell, Texas Date of Service: 07/12/00 Project No.: 94001152 Technician:M. Whyman Driller: .~. L. Schutte Page: 1 of 1 Pier Identification 1.5/21 J/20.8 K.5/9 Gl11 G/10 G/12 Gl13 M/20 N/20 Pier Diameter (in.) 24 24 24 30 30 30 30 24 24 Top of Ground Elevation (ft.) 96.1 96.1 85.8 85,5 85.5 85.4 85.6 96.6 96.5 Top of Pier Elevation (ft.) 95.0 95.0 85.5 85.5 85.5 85.5 85.5 95.0 95.0 Depth to Bearing Stratum from Ground (ft.) 44.5 45.4 35.3 34.3 35.0 34.0 34.0 44.3 44.1 Depth of Pier from Ground (ft.) 52.7 54.3 48.1 53.1 54.5 46.7 46.9 51.3 51.3 Required Penetration (ft.) 6 6 12 18 18 12 12 6 6 Actual Penetration (ft.) 8.2 8.9 12.8 18.8 19.5 12.7 12.9 7.0 7.2 Depth from Top of Concrete (ft.) 51.6 53.2 47,8 53.1 54.5 46,6 46.8 49.7 49.8 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 32 32 32 32 26 26 Cased Depth (ft.) 45 45 33 31 31.5 31 31.5 45 45 Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 6 6 6 7 7 7 7 6 6 Length of Vertical Bars (ft.) 51,1 52.7 47.3 52.6 54.0 46.2 46.3 49.2 49.3 Time Drilling was Completed 9:00 a.m. 10:00a.m. 8:00 a.m. 8:30 a.m. 9:15a.m. 1:50p.m. 1:30 p.m. 3:00 p.m. 2:30 p.m. Time Concrete was Placed 11:00a.m. 11:45a.m. 12:00a.m. 10:30a.m. 10:50a.m. 2:45p.m. 2:30p,m. 4:00p.m. 3:00p.m. REPORT OF DRILLED .'IER INSPECTION ENGINEERL~G, INC. a division of 8901 Carpenter Finny., SuRe #100 Dallas, Texas 75247 Date of Service: 07/13/2000 Report No.: 0018272 Report Date 07/20/2000 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: 2ri fled On this daze, ar'_ HBC Ey_Tineeri:-:~ zeshmiciar- arrived at zhe above referenced -'obsize as scheduled fz.r -dri.',]ed .u_ier ir'..sF, ection. See atzacked skeez for recorded dana. Technician Time: 6:2,2: a.m. zc 6:32 ~.r.. Technician: Ervin Farris eerlng, Inc. Report Distribution: (I) St. Ann's Catholic Community ( [ ) Datum Fngineering. Inc. (I) Centex Construction (I) (.?it.~ of Coppcll Eric J. Cleveland, P.E. (1) City of Coppell Senior Project Engineer (1) Alliance Architects This report is exclusively tbr 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 ! REPORT OF DRILLED PIERS ENGLNEER1NG, h'qC. - 8~c01 Ca-pe~,ter Frv,¥. SJ .'.e lC0 Dallas. Texas 75247 Project: St. Ann's Catholic Church Report No.: 0018272 180 Samuel Boulevard. Coppell, Texas Date of Service:07/13/00 Project No.: 94001152 Technician: E. Farris Page: 1 of l Driller: Pier Identification I 20.F.9 I G.14 I G.15 I M.2-10.11 1-20 I P-20 I K.7-10-2 I 20-Q I 17-G I 17-1 -- Pier Diameter (in.) 24 30 30 24 24 24 24 24 30 30 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/A Depth to Bearing Stratum from Ground (ft.) 46.0 33.66 33.0 35.5 46.18 45.0 36.33 43.0 32.66 35.42 Depth of Pier from Ground (ft.) 53.33 46.0 45.75 38.75 52.58 52.0 39.42 53.18 45.0 56.0 Required Penetration (ft.) 6 12 12 3 6 6 3 9 12 18 Actual Penetration (ft.) 7.33 12.33 12.75 3.25 6.42 7.0 3.08 10.18 12.42 20.58 Depth from Top of Concrete (ft.) 52.58 45.88 45.42 38.42 52.08 51.82 39.08 52.42 44.42 53.5 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.) 26 32 32 26 26 26 26 26 32 32 Cased Depth (ft.) 45 31.5 31.25 33.0 45 45 33.0 45 31.25 31.5 Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 6 7 7 6 6 6 6 6 7 7 Length of Vertical Bars (ft.) 52.0 45.25 44.83 37.66 51.42 51.18 38.66 51.75 43.75 52.92 Time Drilling was Completed 7:36 a,m. 7:31 a.m. 8:05 a.m. 8:45 a.m. 9:10 a.m. 1:12 p.m. 12:31 p.m. 1:33 p.m. 2:30 p.m. 2:00 p.m. Time Concrete was Placed 10:0Ia,re. 11:04a.m. 9:51 a.m. 11:25a.m. 10:38a.m. 2:32p.m. 2:51 p.m. 3:10p.m. 4:21 p.m. 5:05p.m. CONCRETE COMPRESSIVE STRENGTH TES '. a division of']~ 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 07/12/2000 Report No.: 0018159 Report Date 07/20/2000 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: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: Centex Construction MlX I.D.: 9506 CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/12/2000 BATCIITIME: 10:22am PLANT: 41 TIMESAMPI.ED: 1 l:25am BY: Mike Whyman SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (~')-AIR 94 F CONCRETE: 92 F SLLn~ie: 5-7" TRUCKNO: 82 TICKET NO: 2680722 AIR: N/A Am CONTENq' (%): N/A UNIT WEIGIIT (pcf): N/A TEST M'ETIIOD: ASTM C- 143 PLACEMENT LOCATION: Pier information and technician time: See Report #0018158 ASTM C-172 ASTM C-39 SAMPLE LOCATION: Pier J/20.8 REPORT OF TESTS ACCt'~nJLATtVE YAm)S: 40 CYLINDER MEASUREI) 5k~XIMUM COMPRESSIVE MARKED SI.UMP DATE AGE LOAD STRENGTII FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE I I 6.50 07/19/2000 7 105450 3730 I 2 6.50 07/19/2000 7 109700 3880 Average 3810 1 3 6.50 08/09/2000 28 I 4 6.50 08/09/2000 28 Technician: Mike Whyman Started: Finished: /~~ Report Distribution: gineering, Inc. ( I ) St. Ann's Catholic Community (1) Datum Engineering. Inc. (I) Centex Construction (1) City of Coppell 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. 0ILL Page 1 of 1