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St Ann Catholic-LR000727i EPORT OF DRILLED . IER INSPECTION ENGINEF_RLNG, INC. a division of l[ermr.~n 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 07/19/2000 Report No.: 0018797 Report Date 07/27/2000 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 inspecnicn. On this dace, an HBC Engineering necknician arrived at 5he above referenced jobsite as scheduled for drilled pier inspection. See ascacked sheet for recorded data. Technician Time: 6:00 a.m. to 6:00 p.m. Technician: Ervin Farris .~~~~gineerlng, Inc. Report Distribution: (I) St. Ann's Catholic Community ( I ) Datmn Engineering. Inc. (I) Centex Construction (I) City of Coppell Eric J. Cleveland, P.E. (I) City of Coppell Senior Project Engineer ( I ) Alliance Architects This report is exchlsivcly for the use of Ihe client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 99SDS l'a~e 1 of 1 ENGLNEE~, INC. 8901 Carpenter Fr~vy.. Sw:e 100 Dallas, Texas 75247 Project: St. Ann's Catholic Church Report No.: 0018797 180 Samuel Boulevard, Coppell, Texas Date of Service: 07/19/00 Project No.: 94001152 Technician: E. Fan'is Driller: Page: I of 1 Pier Identification J.9-11.6 P-19 J.9-11.2 G-19 (3-18 J.8-10.8 K.5-13 M.4-14 K.5-14.8 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.) 36.42 43.0 36.66 43.0 42.08 36,0 35.08 35.0 36.18 Depth of Pier from Ground {ft,) 39.42 58.08 40.66 59.08 52.42 48.33 47.33 47.58 39.58 Required Penetration (ft.) 3 15 3 15 9 12 12 12 3 Actual Penetration {ft.) 3.0 15,08 4.66 16.08 10.33 12.33 12.25 12.58 3.42 Depth from Top of Concrete (ft.) 33.82 56.08 34.92 57,82 50.33 47.82 46.75 47.0 39.1 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.) 33,0 45,0 33.0 45.0 45.0 33.0 33.0 33.0 33.0 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,) 33.25 59,92 34,42 60,92 55.42 47.42 46.18 46.18 46.42 Time Drilling was Completed 8:10a.m. 9:00a.m. 9:30a.m. 12:24p.m. 11:47a.m. 10:45a.m. 12:05p.m. 1:42p.m, 3:13p.m, Time Concrete was Placed 8:51 a.m. 10:51 a.m. 10:03a.m. 1:40p.m. 12:45p,m. 11:32a.m. 1:08p.m. 2:33p.m. 3:55p.m. i EPORT OF DRILLED l IER INSPECTION -ENGINEER~K~, IN~2. .' division of 8901 Carpenter Frwy., Suite 0100 Dallas, Texas 75247 Date of Service: 07/20/2000 Report No.: 0018902 Report Date 07/27/2000 Client No.: 2310 Project No.: 94001152 Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church Attn: Monsignor Kilian Bl'oderick 180 Samuel Boulevard 180 Samuel Boulevard Coppell TX 75019 Coppell. Texas Services: Drilled pier inspection. On nkis date, an HBC Engineering necknician arrived an tke above referenced =obsine as sckeduled for drilled pier inspection. See annacked skeet for recorded dana. Technician Time: 6:00 a.m. to 5:30 p.m. Technician: Ervin Farris /~/~~ing, Inc. Report Distribution: (I) St. Ann's Catholic Commuuity (I) I)atum 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 iu full without the written approval of HBC Engineering. Inc. 99SDS Pat~e I of 1 ENGLNEERING. LXC. 8901 C~-;:)e-,~er I:rwy . S~:e ~0 Da las. Texas 75247 Project:SI:. Ann's Catholic Church Report No.: 00]8902 180 Samue] Boulevard, Coppe]], Texas Bate of Service:07/20/00 Project No.: 940011,52 Technician: ~,. FalTiS Driller: Page: Pier Identification N-19 M-19 K-13 K-14 F.5-12 M.4-15.1 F.5-13 M.5-16 1-11 F.5-14 Pier Diameter (in.) 24 24 30 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 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.) 42.0 43.08 34.0 33.0 39.0 43.0 38.18 43.0 35.25 37.08 Depth of Pier from Ground (ft.) 52.82 55.58 46.5 45.08 45.33 46.25 44.42 46.5 53.75 43.58 Required Penetration (ft.) 9 12 12 12 6 3 6 3 18 6 Actual Penetration (ft.) 10.82 12.5 12.5 12.08 6.33 3.25 6.25 3.5 18.5 6.5 Depth from Top of Concrete (ft.) 51.42 54.75 46.0 44.5 45.33 45.75 44.42 45.92 53.33 43.58 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 26 32 32 26 26 26 26 32 26 .) Cased Depth (ft.) 45.0 45.0 31.5 31.25 33.0 45.0 33.0 45.0 31.5 33.0 Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 6 6 7 7 6 6 6 6 7 7 Length of Vertical Bars (ft.) 54.75 57.66 45.58 44.0 51.18 45.58 49.75 45.82 52.75 49.08 Time Drilling was Completed 7:33a.m. 7:05a.m. 7:31 a.m. 7:57a.m, 9:15a.m. 11:31 a.m. 11:47a.m. 11:18a.m. 1:01 p.m. 3:12p.m. Time Concrete was Placed 9:21 a,m. 8:58 a.m. 10:20 a.m. 9:47 a.m. 11:29 a.m. 12:48 p.m. 1:40 p.m. 1:21 p.m. 2:19 p.m. 3:55 p.m. CONCRETE COMPRE 4IVE STRENGTH TES2 ENGI.N'E ~, 1.~. a division of 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 07/19/2000 Report No.: 0018798 Report Date 07/27/2000 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 MIX I.D.: 9506 CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/19/2000 BATCIITI.XIE: 7:55am PI,ANT: 41 TI~IESAMPLED: 8:40am BY: ErvinFalTis SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear STRENGTII: 3000 psi @ 28 Davs TEMPERATURE (F)- AIR 91 F CONCRETE: 88 F SLU.XW: 5-7" TRL'CK NO: 807 TlCirET NO: 2686336 AIR: N/A AIR CONIENT (,%): N/A UNI1 WI.:IGIII (poll: N/A TEST METHOD: ASTM C- 143 PLACEMENT LOCATION: Pier information and technician time: See Report #0018797 ASTM C-172 ASTM C-39 SAMPLE LOCATION: J.9/l 1.6 REPORT OF TESTS ACCUMULATIVE YARDS: 6.5 CYLINDER MEASUREI) MAXI.MUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTII FIL-gCTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE I I 6.50 07/26/2000 7 95170 3370 I 2 6.50 07/26/2000 7 90130 3190 Average 3280 1 3 6.50 08/16/2000 28 I 4 6.50 08/16/2000 28 Technician: Ervin Farris Started: Finished: /~ng' Report Distribution: ngineering, Inc. ( I ) St. Ann's Catholic Community ( I ) Datum Engineering. Inc. (I) Centex Construction ( 1 ) City of Coppell J. Cleveland, P.E. (I) City of Coppell Senior Project Engineer ( I ) Alliance Architects This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the writlen approval of HBC Engineering, Inc. 0ILL Page 1 of 1