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Fellowship-LR 990506REPORT OF DRILLEL PIER INSPECTION 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 04/21/1999 Report No.: 9911258 Report Date 05/06/1999 Client No..' 47677000 Project No.: 94991026 Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas Attn: Harold Luedke Phase III - Expansion 6616 Forest Park Road Dallas TX 75235 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 sheets for recorded data. Technician Time: See Report #9911238 Technician: Greg Dimock H~ ~ering, Inc. Repnrt Distribution: ( 1 ) Julian P. Barry General Coutractors ( I i Urban Architecture Paul D. Smith, P.E. (1) City of Grapevine Senior Project Engineer ( 1 I City of Coppcll This report is exclusively for thc usc of the client indicated above and shall uot bc reproduced except in full without the written approval of HBC Engineering, Inc. I'at~e I of I REPORT OF DRILLED PIERS ~ ENGINEERING, INC. 8901 Carpenter grwy., Suite 100 Dallas, Texas 25247 Project: Fellowship of Las Colinas Report No.: 9911258 Phase Iii-Expansion, Coppell, Texas Date of Service: 04/21/99 Project No.: 94991026 Technician: Greg Dimock Page: 1 of 2 Pier Identification 1 2 3 4 5 6 7 8 9 10 11 Pier Diameter (in.) 30 30 30 30 30 30 30 30 30 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 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.) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Depth of Pier from Ground (ft.) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Required Penetration (ft.) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Actual Penetration (ft.) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Depth from Top of Concrete (ft.) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12,0 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.) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Cased Depth (ft.) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Number of Vertical Bars (ea.) 8 8 8 8 8 8 8 8 8 8 8 Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Time Drilling was Completed 9:24 am 9:56 am 11:24 am 11:41 am 1:01 pm 1:17 pm 1:33 pm 1:48 pm 2:02 pm 2:19 pm 2:51 pm Time Conrete was Placed 12:35 Dm 12:40 pm 12:51 pm 1:41 pm 2:54 pm 3:47 pm 4:00 pm 4:27 pm 4:41 pm 4:57 pm 5:09 pm REPORT OF DRILLED PIERS r-i~ ~. · ENGINEERING, INC. 8901 Carpenter Frwy., Suits 100 Dallas, Texas 25247 Project: Fellowship of Las Colinas Report No.: 9911258 Phase III-Expansion, Coppell, Texas Date of Service: 04/21/99 Project No.: 94991026 Technician: Greg Dimock Page: 2 of 2 Pier Identification 12 13 14 15 16 Pier Diameter (in.) 30 30 30 30 30 Top of Ground Elevation (ft.) 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 Depth to Bearing Stratum from Ground (ft.) N/A N/A N/A N/A N/A Depth of Pier from Ground (ft.) 11.0 11.0 11.0 11.0 11.0 Required Penetration (ft.) 10.0 10.0 10.0 10.0 10.0 Actual Penetration (ft.) 11.0 11.0 11.0 11.0 11.0 Depth from Top of Concrete (ft.) 12.0 12.0 12.0 12.0 12.0 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Casing Diameter (in.) N/A N/A N/A N/A N/A Cased Depth (ft.) N/A N/A N/A N/A N/A Number of Vertical Bars (ea.) 8 8 8 8 8 Reinforcing Bar Size (#) 6 6 6 6 6 Length of Vertical Bars (ft.) 12.0 12.0 12.0 12.0 12.0 Time Drilling was Completed 3:13 pm 3:37 pm 4:05 pm 4:28 pm 4:47 pm Time Conrete was Placed 5:25 pm 5:37 pm 5:50 pm 6:07 pm 6:23 pm