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PA9702-LR 990630 REPORT OF DRILLED iBELLED PIER INSPECflON 8901 ~rpmter Frwy., Suite#100 Ddl~, Tekoa 7~247 Date of Service: 06/17/1999 Report No.: 9916670 Report Date 06/30/1999 Client No.: COPPELL ProjectNo.: 94991118 Client: City of Co dl Project: Coppell Aquafic/Recreat/on Ctr 732 DeForest 300 Block of Parkway Blvd Coppall 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 sheets for recorded data. Note: Pier depths adjusted to stay above water table. Piers shown on page 2 are straight shaft piers. Technician Time: 6:30 am to 5:00 pm Technician: Mike Odom I'[}C ~ing, Inc. RepOF~ DisMbufiom (1) c~y cecoppen (1) cay ,/c.,~peu - O) ~"~'~Y SarS~Arch~c~ (X) citycecoa~-BMs hap. Paul D, Smith, P.E. (1) Turner ~._~a.eers (1) City ctCc~pdl - Leisure Serv Dept Semior Project Thisrep~is~c~u~sive~yf~rtheus~c~t~di~ti~dic~t~dab~ve~d~a~u~r~h~e~d~c~h~ 99TIVll~ Page I of I REPORT OF DRILLED BELLED PIERS Project: CO~][I Aquatic/P, ecreation Center Report No.: 9916670 300 Block of parl~vay B1vd, Coppell, Texas/pd.#915051 Date of Service: 015/17/99 Project No.: 94991],],8 Technician: 1~. Odom Page: 1 of ,~ Pier identification G-9 G-10 H-11 H-12 I-12 I-11 I-10 I-9 I-13.2 1-14 Pier Diameter (i n,) 24 24 24 24 24 24 24 24 18 18 Bell Diameter (in.) 60 60 60 60 60 60 60 60 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 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 Initial Depth of Pier from Existing Grade (ft) 16.7 16.5 16.6 16.7 17.0 16.2 16.4 16.2 17.6 17.5 Final Depth of Pier from Existing Grade (ft) 16.7 16.5 16.6 16.7 17.0 16.2 16.4 16.2 17.6 17.5 Depth from Top ofConcrate (ft) 14.0 13.8 13.9 14.0 14.3 13.5 13.7 13.5 14.9 14.8 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) 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 Number of Vertical Bare (ea.) 8 8 8 8 8 8 8 8 8 8 Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6 Length of Vertical Bare (fL) 13.5 13.2 13.2 13.3 13.6 13.0 13.0 12.8 14.1 14.1 Time Ddlling was Completed 11:05 a.m. 11:15 a.m. 11:25 a.m. 11:35 a.m. 11:45 a.m. 12:15 a.m. 12:30 a.m. 12:45 p.m. 10:35 a.m. 10:45 a.m. Time Concrete was Placed 12:30 p.m. 12:40 p.m. 12:50 p.m. 1:00 p.m. 2:50 p.m. 3:10 p.m. 3:25 p.m. 3:40 p.m. 1:30 p.m. 1:15 p.m. REPORT OF DRILLED PIERS Dsfiss, Tins 7~247 P~o~: Copall Aqua~e~ea~on C~t~ - ~ Pool Report No.: 9916670 300Blo~kofP~B~d~Copp~T~n~.~6051 sa~.o~s~sce= 06/17/~ ~o~ ~o.: ~4~91113 Tecnnadan: M. Odom Page: 2 of 2 Pier Identi~c~ion 13 12 Pier Diamer (in.) ~ 48 Top of Ground Elev~on (~) N/A N/A Top of Pier Eleven (~) B.3 ~h ~ Bearing ~um ~m Ground (~) Se N~e See N~e ~h of Pier hm Ground (t) 8.0 9.4 RquiM Penedion (t} N/A N/A A~al Pene~on (t) ~A N/A De~ ~om Top of ~nm (~.) 8.0 9.4 ~ndffion of ~m (wd or d~) D~ Plumb W~hin Tolerance (~s or no) Yes Yes Casing Diamer (In.) N/A N/A Ca~ ~ (t) N/A N/A Num~r of V~cal Ba~ (ca.) 6 6 ReinSruing Bar S~ (ffi 6 6 ~n~h of Veffical Ba~ (~.) 7.1 8.5 TIm ~illlng was ~mpl~ 2:~ p,m, 2:15 p,m, Time ~nc~ was Pla~ 2:~ p.m. 2:25 p.m.