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PA9702-LR 990628 (3)REPORT OF DRILLE'br')BELLED PIER INSPEC'FION 8901 Carpente~ Frwy~ 8uR~ #10Q Dalla~ Texas 75247 Date of Service: 06/16/1999 Report No.: 9916525 Report Date 06/28/1999 Client No.: COPPELL Project No.: 94991118 Client: City of Co 11 Project: Coppell Aquatic/Recreation Ctr Attn: Bra~did 300 Block of Parkway Blvd 732 DeForest Coppell TX 75019 Coppell, Texas/Prj. #96051 Services: Drilled belled pier inspection. On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for drilled belled pier inspection. See attached sheet for recorded data. NOTE: Pier depth adjusted to stay above water table. Technician Time: 6:30 a.m. to 5:30 p.m= }~C~ Technician: Mike Odom ering, Inc. Report Distribution: (1)CityofCoppell (l)CityofCoppeH-Eagineering (1) BlinkIcy Sargent Architects (1) City ofCoppeH - Bldg. Insp. Paul D. Smith, P.E. (1) Turner Engineers (1) City ofCoppell - Leisure Serv Dept Senior Project Engineer (I) Hisaw & Associates This rep~ 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. 99TMP Pa~,e I of I REPORT OF DRILLED BELLED PIERS Project: CoppellAquatic/RecreationCtr. Report No.: 9916525 300 Block of parkway BIvd. Coppal1, Texas/Prj. #96051 oateofservtce: 06/14/99 Project No.: 94991118 Technician: M. Odom Page: 1 of 2 Pier Identification D.3/7.7 RA.5/R1.7 At'/ A/5 N2 N1 R.2/RB RB/3 ~,1.7/1 R1/RB R1/H.9 Bell Diameter (in.) 48 48 48 48 48 48 48 48 48 48 48 Top of Pier Elevation (ft) 96.3 99.3 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 9e Note See Note See Note Initial Depth of Pier from Existing Grade (ft) 17.0 16.0 16.0 16.3 15.3 16.5 16.4 16.2 16.3 16.4 16.4 Final Depth of Pier from Existing Grade (ft) 17.0 16.0 16,0 16.3 15.3 16.5 16.4 16.2 16.3 16.4 16.4 Depth from Top ofConcrate (ft) 13.3 15.3 13.3 13.6 12.6 13.8 13.7 13.5 13.6 13.7 13.7 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yea 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 (ee.) 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 (fL) 12.8 14.5 12.6 13.0 12.0 13.1 13.1 13.0 13.0 13.0 13.0 Time Drffilng was Completed 1:45 p.m. 1:35 p.m. 2:35 p.m. 2:25 p.m. 2:15 p.m. 2:05 p.m. 2:45 p.m. 3:00 p.m. ,,25 p.m. 1:15 p.m. 1:55 p.m. TIme Concrete wad Placed 2:05 p.m. 1:55 p.m. 3:05 p.m, 2:55 p.m. 2:45 p.m, 2:35 p.m. 3:25 p.m. 3:35 p.m. 15 p.m. 1:45 p.m. 2:15 p.m. REPORT OF DRILLED BELLED PIERS Project: Coppell Aquatic/Recreation Ctr. Report No.: 9916525 300 Block of Parkway Blvd. Coppell, Texas/Prj. #96051 Date of Service: 06/14/99 Project No.: 94991118 Technician: ~'X. Odom Page: 2 of 2 Pier Identification 13.5/I 13.5/H.8 13.5/H.4 13.4/H.3 13.4/H1 H.4/14 H.3/14 H.1/14 RI/I Pier Diameter (in.) 18 18 18 18 18 18 18 18 18 Bell Diameter (in.) 48 48 48 48 48 48 48 48 48 Top of Pier Elevation (ft) 97.3 06.0 96.0 96.0 96.0 96.0 96.0 96.0 97.3 Req. Depth from Exist Grade (ft) See Note See Note See Note See Note See Nots See Nots See Nots See Nots ~ee Note Initial Depth of Pier from Existing Grade (ft) 16.7 16.1 16.6 16.4 16.4 16.0 16.3 16.0 15.8 Final Depth of Pier from Existing Grade (ft) 16.7 16.1 16.6 16.4 16.4 16.0 16.3 16.0 15.8 Depth from Top of Concrate (ft) 14.0 12.1 12.6 12.4 12.4 12.0 12.3 12.0 11.8 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) 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 (ca.) 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.) 13.5 11.6 12.0 11.8 11.8 11.5 11.7 11.5 11.2 Time Drilling was Completed 2:45 p.m. 2:65 p.m. 3:05 p.m. 3:15 p.m. 3:25 p.m. 3:35 p.m. 3:50 p.m. 4:00 p.m. :05 p.m. TIme Concrete was Placed 4:05 p.m. 4:00 p.m. 3:45 p.m. 3:55 p.m. 4:15 p.m. 4:20 p.m. 4:30 p.m. 4:55 p.m. !:25 p.m.