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Windsor Estates-LR010501REPORT OF DRILLED BELLED PIERS ENGINEERING, INC. Project: Project No.: Driller: Jordan Residence Lot 14, DeForest Road, Coppell, Texas 94011150 8901 Carpenter Frwy.. Suite #100 Dallas, Texas 75247 7~~lll~/eport N o.: 94011150.0001 ~Date of Service: 05/01/01 Technician: G. Graham Page: 1 of 1 Pier Identification 9 11 20 19 18 21 23 22 16 15 Pier Diameter (in.) 12 12 18 18 18 18 ~1~ 18 ,, ~1~1~ 18 *Top of Pier Elevation (ft) Req. Depth from Exist. Grade(ft) ~,~V ,~"[ ~~ ~,~[I /~,~lJ~'' ~ ~ ~ N/A N/A Initial Depth °f Pier fr°m Existing ~ ~ ' ;~ ~C~I'' ~ ~r ~ Grade (fi) ~3. j2~ 13.1~ ~5. ' [2~ _1 13.0 12.0 Final Depth of Pier from Existing ~ ~ '- ~ J[ '~ ' ~2 - Grade fit) .4 14.. _ 5.4 12~ 12.9 15.0 12.7 Depth from Top of Concrete (fi)~~15.4 ~ ~ i;~1 'k 12.1 13~ ~ 411.~ 11.6 11.4 13.8 11.0 Condition of BoEom (wet or d~) D~ % ~ D~ D~ D~ D~ D~ D~ D~ 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 Ve~ical Bars (ea.) 2 2 4 4 4 4 4 4 ~ ~ ' 4 Reinforcing Bar Size (~) 5 5 5 5 5 5 5 5 _ 5 Length of Ve~ical Bars (ft.) 15.0 15.0 11.0 11.0 11.0 11.0 11.0 ~ 1 . ~ .0 _~ 11~ Time Drilling was Completed ~:15a.m. 1:00a.m. 2:12 p.m. 3:10 p.m. 2:33 p.m. 2:54 p.m. 4:27 p.m. 4:49 p ~:00 p.m. Time ConcretewasPlaced 5:15p.m. 5:12p.m. ~m. ~:37 p.m. 4:41 p.m. 4:45p.m. 5:01 p~~m. }:0~p.~ ~gp.m. 'Elevation was nrovided bv others. ~ ~ I ~ ~ [Y Il