Northlake 635(2)-LR 970116 (3)Hooper Engineering' Laboratorie
Construction Materials Testing
BELLED PIER
INSTALLATION OBSERVATION
CLIENT: TAS Construction DATE: 16
PROJECT: Office/Warehouse Bldg., Lakeshore Dr., Coppell JOB NO.: 96.
DRILLER: Dallas FoUndation Drilling TIME: 7:0~
6.0
PIER SHAFT BELL ALIGN/ REQ'D INITIAL FINAL FINAL
MARK DIA. SIZE PLUMB DEPTH DEPTH DEPTH POUR
B/5
C/5
D/5
E/5
BI4
C/4
D/4
E/4
24" 48" ok/ok 19.0' 19.9' 20.4' 12:05
24" 48" ok/ok 19.0' 19.7' 19.7' 11:13
24" 48" ok/ok 19.0' 19.6' 19.7' 11:06
24" 48" ok/ok 19.0' 19.5' 19.6' 12:20
24" 48" ok/ok 19.0' 19.8' 19.8' 9:53
24" 48" ok/ok 19.0' 19.5' 19.8' 10:00
24" 48" ok/ok 19.0' 19.9' 19.9' 10:07
24" 48" ok/ok 19.0' 19.0' 19.0' 11:00
REMARKS:
1) Pier reinforcing verified to be correct in accordance with project plan~
unless noted otherwise.
2) Concrete placed in piers within 8 hours of drilling completion, unless
3) Required Depth is based upon existing grade at time of geotechnical
bearing strata achieved, unless noted otherwise.
4) Initial Depth, Final Depth, and Top of Concrete Elevation, are relative
piers were drilled. Contractor must furnish actual elevation, if requin
5) One drill rig in use this day.
TECHNICIAN:
DISTRIBUTION:
RDG
(1) Stanley Construction Co., LLP, Lloyd A. White
(1) Richmond Group, Jim Corkhill
(1) TAS Construction, James Myers
(1) City of Coppell, Larry Davis
2870 Walnut Hill Lane
Dallas, Texas 75229
s, Inc.
lanuary 1997
1081
)am-1 :OOpm
hours
TOP OF WATER
CONC. ELEV. IN HOLE
+ 0.2' None
+0.2' None
-0.0' None
+ O. 1' None
-0.0' None
+ O. 1' Trace
+ O. 1' None
+ 0.2' None
and specifications,
~oted otherwise.
investigation. Correct
to grade at time
;d.
(214) 351-6419
Fax (214) 351-5148