Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PA9702-LR 990625
REPORT OF DRILLEb/T /IER INSPECTION Dailu, Tatas 7524~ Date of Service: 06/15/1999 Report No.: 9916423 Report Date 06/25/1999 Client No.: COPPELL ProjectNo.: 94991118 Client: City of Co ell Project: Coppetl Aquatic. fRecreationCtx Aim: Bra~eid 300 Block of Parkway Btvd 732 DeForest Coppell TX 75019 Coppell, TexasfPrj. #96051 Services: Drilled 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 depth adjusted to stay above water table. Technician Time: 6:30 am to 6:00 pm Technlchn: Nfike Odom ~ E~mg, Inc. Report Distribution: (1) City of C4~pcll (1) City 4Cc, ppell - ~_~-,~m8 (1) mhta~y s~g~t ~d~t~ (1) ~y ,/copp~n - md~ h~p. Paul D. Smith, P.E. (1) Turn{ v~s (1) C~y c/Coppen - L~sure S~rv D~ Senior Project F~_olne~ (l)Hisaw&Asso~us Thisr~c~tis~du~v~yfct~heuse~fthc~i~n~indi~atedab~v~m~hn~u~tber~~M~c~~c~ REPORT OF DRILLED BELLED PIERS Project: Coppell Aquatic/Recreation Center Report No.: 9916423 300 Block of Parkway Blvd., Coppell, Texas/Prj. #96051 Date of Service: 06/15/99 Project No.: 94991118 Technician: M. Odom Page: 1 of 2 PIer Identification R1/RA R2/RA R3/RA R3/8 R4/8 RA/R4 RNR5 R5/8 RA/R6 RNR1 RA/R2 Pier Diameter (in.} 24 24 24 24 24 24 24 24 24 24 24 Bell Diameter (in.) 60 60 60 60 60 60 60 60 60 60 60 Top of Pier Elevation {it) 97.3 99.3 99.3 97.3 97.3 99.3 99.3 97.3 99.3 97.3 99.3 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 16.0 15.7 16.2 16.2 16.3 16.0 16.2 16.5 16.2 16.3 Final Depth of Pier from Existing Grade (it) 15.5 16.0 15.7 16.2 16.2 16.3 16.0 16.2 16.5 16.2 16.3 Depth from Top of Concrete {ft) 12.5 15.3 15.0 13.5 13,5 15.6 15.6 13.5 15.8 13.5 15.6 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 NVA 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 Bays {ca.) 8 8 8 8 8 8 8 8 8 8 8 Reinforcing Bar Slza (#) 6 6 6 6 6 6 6 6 6 6 6 Length of Vertical Bare (ft.) 12.1 14.6 14.5 12.9 12.9 14.9 14.6 12.8 15.1 12.8 15.0 Time Drilling was Completed 2:20 p.m. 2:10 p.m. 2:00 p.m. 1:50 p.m. 1:40 p.m. 1:30 p.m. 1:10 p.m. 1:20 p.m. 1:00 p.m. 12:50 p.m. 11:40 a.m. Time Concrete wae Placed 3:40 p.m. 3:25 p.m. 3:50 p.m. 4:00 p.m. 1:50 p.m. 2:40 p.m. 2:15 p.m. 1:40 p.m. ¢:15 p.m. 5:30 p.m. 12:35 p.m. REPORT OF DRILLED BELLED PIERS Project: CoppellAquatic/RecreationCenter Report No.: 9916423 300 Block of Parkway Blvd., Coppell, Texas/Prj.~96051 Date of Servlce: 06/15/99 Project No.: 94991118 Technician: M. Odom Page: 2 of 2 Pier Identification I/8 H.9/8 H.5/8 R2/R8 H.1/R1.5 H.2/R1.5 H.1/R.1 H.2/RI R1/R2 Pier Diameter (in.) 24 24 24 24 18 18 18 18 36 Bell Diameter (in.) 60 60 60 60 48 48 48 48 90 Top of Pier Elevation (fie) 97.3 97.3 97.3 97.3 95.0 95.0 95.0 95.0 99.3 Req. Depth from Exist. Grade (fie) 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 (fie) 16.0 15.5 15.6 15.7 15.8 16.0 15.2 15.0 18.8 Final Depth of Pier from Existing Grade (fie) 16.0 15.5 15.6 15.7 15.8 16.0 15.2 15.0 18.8 Depth from Top of Concrete (ft) 13.3 12.8 12.9 13.0 10.8 11.0 10.2 10.0 18.1 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 (fie) 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 6 6 6 6 10 Reinforcing Bar Size (~) 6 6 6 6 6 6 6 6 9 Length of VerUcal Bars (ft.) 12.6 12.1 12.3 12.3 10.1 10.4 9.7 9.4 17.3 Time Ddlling was Completed 12:20 p.m, 12:30 p.m. 12:40 p.m. 11:50 a.m. 11:30 a.m. 11:20 a.m, 11:10 a.m. 11:00 a.rn. 2:30 p.m. Time Concrete was Placed 1:00 p.m. 1:20 p.m. 1:30 p.m. 12:45 p,m, 4:30 p.m. 4:45 p.m. 5:00 p.m. 5:15 p.m. 3:15 p.m.