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PA9702-LR 990625 (4)REPORT OF DRILLED dELLED PIER INSPEC · ION Date of Service: 06/14/1999 Report No.: 9916283 Report Date 06/25/1999 Client No.: COPPELL Project No.: 94991118 Client: City of Co ell 732 DeForest Coppell TX 75019 Services: Drilled belled pier inspection. Report No.: 9916283 Project No.: 94991118 Report Date 06/25/1999 Project: Coppell Aquatic/Recreation Ctr 300 Block of Parkway Blvd Coppell, Texas/Prj. #96051 On this date, an HBC Engineering technician arrived at the above referenced jobsite aa scheduled for drilled pier inspection. See attached sheets for recorded data. NOTE: Pier depths adjusted to stay above the water table. Piers shown on page 3 are straight shaft piers. Technican Time: Technician: ~ke Odom Report Distribution: (1) City of Coppell ( 1 ) BrinkIcy Saxgmt Architects (1) Ttttne~ Engineers (l)Hisaw&Associates 6:30 a.m. to 5:00 p.m. ( 1 ) City of Coppell - Engineering (1) City ofCeppell - Bldg Insp. (1) City of Coppet[ - Leisure Sew D~pt Paul D. Smith, P.E. Senior Project Engineer REPORT OF DRILLED BELLED PIERS 8901 Cat~cntcr Frwy., Suite #100 Dallas. Texas 75247 Project: Coppell Aquatic/Recreation Ctr. Report No.: 9916283 300 Block of Parkway Blvd. Coppell, Texas/Prj. #96051 Date of Service: 06/14/99 Project No.: 94991118 Technician: M. Odom Page: 1 Of 3 Pier Identification C.1/6.4 C.1/5 C.1/4 C.1/2.5 B.1/1.5 B/1 B.5/1.5 C/1 RI/RB B.1/7 B.1/B Pier Diameter (in.) 18 18 18 18 18 18 18 18 18 18 18 Bell Diameter (in.) 48 48 48 48 48 48 48 48 48 48 48 Top of Pier Elevation (ft) 97.3 97.3 97.3 97.3 97.3 97.3 97.3 97.3 97.3 97.3 97.3 Req. Depth from Exist. Grade (ft) See Note See Note See Note See Note See Note See Note See Note See Note See Note See Note See Note Initial Depth of Pier from Existing Grade (ft) 15.9 16.6 15.6 15.7 16.3 15.0 16.5 15.8 16.4 16.0 15.8 Final Depth of Pier from Existing Grade (ft) 15.9 16.6 15.6 15.7 16.4 15.0 16.5 15.8 16.4 16.0 15.8 Depth from Top of Concrete (ft) 13.1 13.8 12.8 12.9 13.6 12.2 13,7 13.0 13.6 13.2 13.0 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 (ca.) 6 6 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 15.2 16.0 15.0 15.0 15.7 14.3 15.8 15.1 15.7 15.4 15.1 Time Drilling was Completed 11:10a.m. 11:20a.m. 11:30a.m. 12:45p.m. 12:55p.m. 1:05p.m. 1:15p.m. 1:25p.m. 12:05p.m. 11:45a.m. 11:55a.m. Time Concrete was Placed 11:50a.m. 12:00p.m. 12:10p.m. 12:20p.m. 1:20p.m. 1:30p.m. 1:40p.m. 1:50p.m. 12:28p.m. 12:30p.m.i 12:40p.m. REPORT OF DRILLED BELLED PIERS FBI ENGINEERING, INC. 8901 Caqzn~erFtwy., Suit~ #100 Dallas, Texas 75247 Project: Coppell Aquatic/Recreation Ctr. Report No.: 9916283 300 Block of Parkway Blvd. Coppell, Texas/Prj. #96051 Date of service: 06/14/99 Project No.: 94991118 Technician: M. Odom Page: 2 of 3 Pier Identification B.1/5 B.1/4 B.5/2.5 R6/RA R5/RA R4/RA D.7/.3 E/.3 E.3/.3 Pier Diameter (in.) 18 18 18 24 24 24 24 24 24 Bell Diameter (in.) 48 48 48 60 60 60 60 60 60 Top of Pier Elevation (ft) 97.3 97.3 97.3 99.3 99.3 99.3 96.3 96.3 96.3 Req. Depth from Exist. Grade (ft) See Note See Note See Note See Note See Note See Note See Note See Note See Note Initial Depth of Pier from Existing Grade (ft) 16.3 16.4 16.0 15.4 16.3 16.0 15.8 16.4 16.1 Final Depth of Pier from Existing Grade (ft) 16.3 16.5 16.0 15.4 16.4 16.1 15.8 16.4 16.1 Depth from Top of Concrete (ft) 13.5 13.7 13.2 14.7 15.7 15.4 12.1 12.7 12.4 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) 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 Number of Vertical Bars (ea.) 6 6 6 8 8 8 8 8 8 Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 12.9 12.9 12.6 14.8 15.7 15.3 15.2 15.7 15.4 Time Drilling was Completed 12:15 p.m. 12:25 p.m. 12:35 p.m. 2:05 p.m. 2:15 p.m. 2:30 p.m. 1:50 p.m. 1:40 p.m. 1:30 p.m. Time Concrete was Placed 12:50 p.m. 1:05 p.m. 1:15 p.m. 2:20 p.m. 3:10 p.m. 3:25 p.m. 2:15 p.m. 2:30 p.m. 2:55 p.m. REPORT OF DRILLED PIERS ' 8901 Cergetteg X~wy., :hire ~I00 Daftas, To~s 75247 Project: Coppcfl Aquatic~ec~ation Ct~. - hdoor Pool Report No.: 9916283 300 Bloc~ ofPa~ay Blvd. Coppe~ Texas~. ~960~ 1 Date of Se~ice: 06/14/99 Project No.: 9499 ] ] ] 8 Technician: M. Odom Page: 3of3 Pier Identification H.5/12.4 H.3/12.4 Pier Diameter (in.) 48 48 Top of Ground Elevation (ft,) N/A N/A Top of Pier Elevation (ft.) 94.5 94.5 Depth to Bearing Stratum from Ground (ft.) See Note See Note Depth of Pier from Ground (ft,) 17.6 25.4 Required Penetration (ft,) N/A N/A Actual Penetration (ft.) N/A N/A Depth from Top of Concrete (ft.) 12.1 19.9 Condition of Bottom (wet or dry) Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Casing Diameter (in.) N/A N/A Cased Depth (ft.) N/A N/A Number of Vertical Bars (ca.) 6 6 Reinforcing Bar Size (#) 6 6 Length of Vertical Bars (ft.) 20.0 28.0 Time Drilling was Completed 3:10 p.m. 3:25 p.m. Time Concrete was Placed 3:15 p.m. 3:30 p.m.