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PA9702-LR 990702 (2) REPORT OF DRILLEDPIER INSPECTION ~l Car~ Frvq., Suib #1~ Date of Service: 06/21/1999 Report No.: 9916968 Report Date 07/02/1999 Client No.: COPPELL Project No.: 94991118 Client: City of Co ell Project: Coppdl Aquatic/Recreation Ctr 732 DeForest 300 Block of Parkway Blvd Coppetl TX 75019 Coppell, Texas/Prj. #96051 Services: 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 the water table. The three 18-inch diameter Light Poles (LP)are the only Light Pole piers requiring 48-inch bells. The rest will be 18-inch diameter straight shafts as per Light Pole detail. Technician Time: 6:30 am to 4:00 pm Technician: Mik~ Odom ~ E~mg, Inc. RepoFt Distribution: (1) c~y ~c~pe (1) c~y ofc~pp~ - (1)n~U~k.~w~ (l)C~c~a,-m~. Pa~ D. Sn~ P.E. 99TMF Page 1 of I REPORT OF DRILLED BELLED PIERS Project: Coppell Aquatic/Recreation Ctr. Report No.: 9916968 300 Block Of Parkway Blvd., Copl~ll, Texas/Pal. Date of Service: 06/21/99 Project No.: 94991118 Technician: M. Odom Page: 1 Of 1 Pier Identification H.4-13 H.3-13 H.1-13 H-13 H,95-13.2 H.4-13,2 H.3-13.3 H.8-14 LP-1 LP-2 LP-3 Pier Diameter (I n.) 24 24 24 24 18 18 18 18 18 18 18 Dell Diameter (in.) 60 60 60 60 48 48 48 48 48 48 48 Top of Pier Elevation (ft) 93.9 97.3 97.3 97.3 93,9 93.9 96.0 96.0 99.0 99.0 98.0 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} 16.6 16.7 16.4 16.6 16.0 17.0 16.9 18.0 14.0 13.9 13.5 Final Depth of Pier from Existing Grade (ft) 16.6 16.7 16.4 16.6 16,0 17.0 16.9 18.0 14.0 13.9 13.5 Depth from Top of Concrate (ft) 10.5 14.0 13,7 13.9 9.1 10.9 12.9 14.0 13.0 12.9 12.5 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Plumb WIthin Toleranoe (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.) 8 8 8 8 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 8 6 6 Length of Vertical Bars (ft.) 9.8 13.3 13.1 13.2 8.6 10.2 12.2 13.4 12.3 12.2 11.8 TlmeDdlllngwasCompleted 9:00a.m. 9:10a.m. 9:20a,m. 9:30a.m, 10:~0a.m, '10:40a.m. 11:00a,m. 11:20a.m. 12:4Op.m. 12:50p,m. 1:05p.m. TImeConcratewaePlaced 2:50p. m. 3:10p.m. 1:50p.m. 2:25p.m. 11:20a.m. 11:30a,m. 11:40a.m. 11:50a.m. 1:15p.m. 1:25p.m, 1:40p.m.