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PA9702-LR 990622 (2)kEPORT OF DRILLEdPIER INSPECTION 8901 Cmrp~t~r Frwy.,SMf2#100 Date of Service: 06/11/1999 Report No.: 9916114 Report Date 06/22/1999 Client No.: COPPELL Project No.: 94991118 Client: City of Co dl Project: CoppeAl Aquatic/Recreation Ctr 732 DeForest 300 Block of Parkway BIrd Coppdl TX 75019 Coppall, Texas/Prj. #96051 Services: DriJ. led 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. NOTE: Pier depths adjusted to stay above the water table. Technician Time: 6:30 a.m. to 7:00 p.m. Technician: Mike Odom ~ E~g, Inc. Report Distribution: O) c~y crcopVen (1) cay ~cc~,en -v-_-~,~s (l)BxiukleyS,~AKhitecis (l)C'~y~Ceppdl-Bldgln~. Paul D. Smith, P.E. (1) Turn= ,,~cs (1) city c~ Cclypdl ~ I~sute Serv Dept Senior Project F~glneet (1)l~Asaw&A.ssocia~ Thisrep~ttisexc~us~ve1yfc~heu~e~f~hec~knt~u~cated~b~emd~xa~netber~r~~~~~ Paee I ofl REPORT OF DRILLED BELLED PIERS Project: CopI~11 AqL1atjC/P~OCFCat~On Ctr, Report No.: 9916114 300 Block of Parkway Blvd. Coppell, Texas/Pd. fl96051 Date of Service: 06/11/99 Project No.: 94991118 Technician: M. Odom Page: 1 of 2 Pier identification D/5 D/4 D/2 D/1.5 D/1 D.5/.5 E/.5 F/.5 F/2.7 F/4.8 F/6.3 Pier Diameter (in.) 30 30 30 30 30 30 30 30 30 30 30 Bell Diameter (in.) 78 78 78 78 78 78 78 78 78 78 78 Top of Pier Elevation (ft) 97.3 97.3 96.3 96.3 96.3 96.3 96.3 96.3 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 See Note See Note initial Depth of Pier from Existing Grade (ft) 15.5 15.4 15.2 15.4 15.5 15.4 15.5 15.6 15.4 15.8 15.5 Final Depth of Pier from Existing Grade (ft) 15.5 15.5 15.2 15.4 15.5 15.4 15.5 15.6 15.5 15.8 15.6 Depth from Top of Concrete (ft) 12.S 12.8 11.5 11.7 11 .e 11.7 11 .s 11.9 11.8 12.1 11.9 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.) 9 9 9 9 9 9 9 9 9 9 9 Reinforcing Bar Size (#) 8 8 8 8 8 8 8 8 8 8 8 Length of Vertical Bars (ft.) 12.2 12.2 10.8 11.0 11.2 11.1 11.1 11.2 11.2 11.4 11.1 Time Drilling was Completed 8:40 a.m. 8:50 a,m. 9:05 a.m. 9:20 a.m. 9:40 a.m. 9:55 a.m. 10:10 a.m. 10:25 a,m, 0:40 aom, 10:55 a.m, 11:10 a,m. Time Concrste was Placed 12:00p.m. 12:10p.m. 12:20p.m. 12:35p.m. 1:00p.m. 1:15p.m. 1:25p.m. 1:40p.m. 2:00p.m. 2:15p.m. 2:25p.m. REPORT OF DRILLED BELLED PIERS o~m. V,x~s 75247 Project: COppell Aquatic/Recreation C~r. Report No.: 9916114 300 B lock of P~ay Blvd. Coppoll, Texa~d. ~51 Da~ of Sewice: 06/11/9~ Project No.: ~4~9~]~8 T~hniclan: M. Odom Page: ~ Of ~ Pier Identification F~.7 E.~.7 ~.7 D~.8 D~ D/6 D/5 D/.5 E.5/.5 F/1.4 Pier Diameter (in.) 30 30 30 30 30 30 30 30 30 30 Bell Diame~r (in,) 78 78 78 78 78 78 78 78 78 78 Top of Pier Elevation (ffi 96.3 96.3 96.3 96.3 96.3 96.3 96.3 96.3 96.3 96.3 Req, Depffi from ExisL G~de (~) S~ Note S~ Nofe S~ Note See Note See Note S~ Note See Note S~ Note See Note S~ Note Initial Depffi of Pier from Existing Grade (ffi 16.0 15.5 15.6 16.6 15,8 16.6 16.7 15.6 16.6 16.0 Final ~pffi of Pier from Existrig Grade (ffi 16.0 15.5 15.6 16.6 15.8 16.7 16.7 15.7 16.6 16.1 Depffi from Top ofConcm~ (~) 12.3 11.8 11.9 12.9 12.1 13,0 13.0 12.0 12.9 12.4 Condition of BoSom (wet or dff) Dff Dff D~ D~ D~ Dff D~ D~ Dff Dff Plumb Wiffiin Tole~nce (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Casing Diameter (in) ~A N/A N/A ~A ~A N/A N/A ~A ~A ~A Cased Depffi (~) ~A ~A ~A ~A ~A ~A ~A ~A ~A N/A Num~r of Ve~ical Ba~ (ea,) 9 9 9 9 9 9 9 9 9 9 Retnfomlng Bar Size (~) 8 8 8 8 8 8 8 8 8 8 Lengffi of Ve~cal Ba~ (ffi) 11,7 11,1 11,2 12.2 11.4 12.3 12.4 11.3 12.2 11.7 TimeDdlllngwasComple~d 11:05a.m. 11:~a.m. 11:35a.m. 11:50a.m. 12:10p.m. 12:25p. m. f2:40p. m. 12:45p.m. f:~p.m. l:20p, m. Time Concrete was Placed 3:25 p.m. 3:35 p.m. 3:50 p.m. 4:05 p.m. 4:15 p.m. 4:30 p.m. 4:45 p.m. 5:30 p.m. 5:45 p.m. 6:15 p.m.