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PA9702-LR 990701 (3)
REPORT OF DRILLED PIER INSPECTION 8901 Carpenter Fray., $ulte#100 Dallas, Texas 7S247 Date of Service: 06/18/1999 Report No.: 9916794 Report Date 07/01/1999 Client No.: COPPELL Project No.: 94991118 Client: City of Co pell Project: Coppell Aquatic/Recreation Ctr Attn: Bra3~Reid 732 DeForest 300 Block of Parkway Blvd Coppell TX 75019 Coppell, Texas/Prj. ~)6051 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 sheet for recorded data. NOTE: Pier depths adjusted to stay above the water table. Pier 1-16 came into contact with an 8-inch sewer pipe. Technician Time: 6:30 am to 4:00 pm Technician: Mike 0dom H]C ~ing, Inc. Report Distribution: ( 1 ) Oty of Coppell ( 1 ) City of Coppen - Engineering (1) BrinkIcy Sargent Architects (1) City ofCoppell - Bldg. Insp. Paul D. Smith, P.E. (I) Turner Engineers (1) City of Coppell - Leisure Serv Dept Senaor Project Engineer (1) Hisaw & Associaw_s This report is exclusively for the use of the client indicaw~ above and shall not be reproduced except in full without the vailten approval of HBC Engineering Inc. 99TMP PaRe 1 of I REPORT OF DRILLED BELLED PIERS Project: Coppe]|Aquat~c/P, ecreationalCenter Report No.: 9916794 300 Bl~ of P~ay Blvd, Cop~]I, Texa~. ~60~ ] Da~ of SerfIce: ~/] 8/~9 PmJ~INo.: ~4~]]]8 T~hniclan: M. Odom Page: ] of ~ Plerlden~fication C.9-I B.1-3 RB-R1.7 1-15 1-16 H.4-~5 H.5-16 H,1-13.3 1-13 H.9~13 Pier Diame~r (in.) 18 18 18 18 18 18 18 18 18 18 Bell Diameter (in.) 48 48 48 48 48 48 48 48 60 60 Top of Pier Ele~on (~) 97.3 97.3 99.3 98.0 96.0 96.0 96.0 96.0 97.3 93.9 Req. ~ from Exls~ Grade (~) See Note See Nine ~e Note See Note See Note ~e Note See Note See Note See Note See Note Inl~al Depth of Pier from Existrig Grade (~) 16.0 17.3 16.8 16.6 17.0 16.9 16.5 18.0 17.0 17.0 Final Depffi of Pier from Exis~ng Grade (ffi 16.0 17.3 16.8 16.6 17.0 16.9 16.5 18.0 17.0 17.0 ~pffi f~ Top d ConcraM (if) 13.3 14.6 16. 1 14.6 13.0 12.9 12.5 14.0 14,3 10.9 CondiXon of Bosom (wet or d~) O~ D~ D~ D~ D~ D~ D~ D~ D~ D~ Plumb ~ffiin Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Casing DlameMr (in) ~A ~A ~A ~A ~A ~A ~A N/A ~A ~A Cased De~ (~) ~A ~A ~A N/A ~A ~A ~A ~A N/A ~A Number of Ve~l Ba~ (ea.) 6 6 6 6 6 6 6 6 6 6 Relnfomlng Bar Size (~) 6 6 6 6 6 6 6 6 6 6 Len~ of Ve~l Barn (ffi) 12.6 14.0 15.6 14.0 12.4 12.2 11 ;8 13.4 13.6 10.2 TlmeDdlllngwasCompleMd 12:15p,m. 12:30p.m. 12:40p.m. 11:20a.m. 11:35a.m. 11:45a.m. 11:05a.m. 11:30a.m. 1:30p.m. 1:45p.m. ~me Conc~ ms Placed 1 :~ p.m, 1:10 p.m. 1:25 p.m. 1:50 p.m. 1:40 p.m. 2:05 p.m. 2:20 p.m. 2:40 p.m. 3:25 p.m. 3:10 p.m.