Latter-day-LR 950413 (6)Ron. Engineers En ineers
Geotechnical Consultants
Materials Testing
Drilled Pier Report
Project P~rchase Order
CHURCH OF JESUS CHRIST LATTER DAY SAINTS
Number I Date of Observation 04/12~95 R~port Date 04/13/95
D 2 B-060 I
To
/
JOHN HORTON, ARCHITECT
Building Structure I Engineer/Technician BOBBY--lAY S.E.T.
SPECIFICATIONS AC['I'UAL
Shaft ' Shaft ;I Depth tO
Test No. i Pier No. gili"n'.~)ter Pe;itf;.")ti° Fn:ite' Dilin~.iterl strBa;ua~(gf'.l : Pen(e~ilti°n[ Dep'l't°~ilft.)
1 ; 1 18 3.0 I 18 10.0 / 4.3 14.3
/
2 2 18 3.0 18 11,8 / 3.5 15.3
/
3 3 18 3.0 18 11.0 / 3.5 14.5
/
4 4 18 3.0 18 12.0 / 3.0 15.0
/
5 5 18 3.0 18 12.0 / 3.3 15.3
/
6 6 18 3.0 18 12.0 / 3.2 15.2
/
7 7 18 3.0 18 12.0 / 3.5 ~ 15.5
/
8 8 ~ 18 3,0 18 12.2 / 3.2 15.4
Remarks and/or Distribution
Notes: Depths are measured from top of ground surface unless otherwise specified. IPenetration denotes
J
distance drilled into bearing stratum. /
/
DISTRIBUTION: (1) --JOHN R. HORTON
(1 ) --W. B. KIBLER CONSTRUCTION/SAM CARDWELL
(1 ) --BILL FOWKES m
(1 ) --CITY OF COPPELL/LEE STONE m
LIMITATIONS: The reit re~ultl prelented herein were preflited b~ upon the specific aamplel provided for te~tir~g. We ~me n = responsibility for vitiation in
quality (comp~ition, edpeitonoe, performance, etc. I o~ any other feature of ~irnilor lubject matter provided by per$on~ or cenditiona over which we have no control.
Oul' lettera and raport~ era for the excluaive u~e of the clienta to whom they ate addre~:J.
C:\Wp win\forms\pier-sft.rpt-95/kjh
April 13, 1995