Latter-day-LR 950502 (2)Rone Engineers
Geotechnical Consultants
Materials Testing
R°neEn. ineers
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Drilled Pier Report
Project P~rchase Order
CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS
Number I Date of Observation 4127195 R~port Date 05/02/95
D425~-o68 I
Building Structure I Engineer/Technician PAUL ST1WELL
SPECIFICATIONS, . ACTUAL
Shaft ! Shaft' Depth to
! Diameter Penetra- i Foot- Diameter Bearing ! Penetration Total
Test No. Pier No. (in.) teen (ft.) i note (in.) Stratum (ft.)I (ft.) Depth (ft.)
' 74 18 3,0 i 18 7,5 ! 3,5 11.0
72 18 3,0 18 9,5 / 3,0 12,5
71 18 3,0 : 18 8,0 ! 3,0 11,0
70 18 3.0 18 8,0 ! 3.0 11.0
69 18 3.0 18 7.5 ! 3.0 10.5
68 18 3.0 18 7,0 ! 3,5 10,5
, 67 18 3,0 18 7,0 ! 3,5 10.5
66 18 3,0 18 7,4 ! 3,1 10,5
65 18 -.3,0 18 8 0 / 3.0 11.0
i ~8 ~8 3.0 ~ 7.~ / 3.~ ~ ~.o
60 18 3.0 18 9.0 /
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Remarks and/or Distribution
Notes: Depths are measured from top of ground surface unless otherwise specified. I~enetration denotes
distance drilled into bearing stratum.
BEARING MATERIAL: GRAY SHALE /
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DISTRIBUTION: (1) -- JOHN R, HORTON
(1) -- W,B. KIBLER CONSTRUCTION/SAM CARDWELL m
(1) -- BILL FOWKES m
(1) -- CITY OF COPPELL /
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LIMITATIONS: The teat reeulte preeented herein were prepared baaed upon the specific .arnples provided for te~ting. We aesume n(
quality (completion, eppea~'ance, performance, etc.) or any other feature of almilar subject matter provided by pereon~ er conditione
Ou~ lettera and raport~ ara for the exclusive u~e of the clienta to whom they are eddre~ed.
c:\wpwin\forms\pier-sft.rpt-95/kjh
~porteibility for v~iJti~n in
.vet which we have no control.
May 2, 1995