Latter-day-LR 950510 (4)Rone Engineers
Geotechnical Consultants
Materials Testing
Drilled Pier Report
Project P~rchase Order
CHURCH OF JESUS CHRIST LATTER DAY SAINTS
Number I Date of Observation 05/01/95 Rtport Date 05/10/95
D425~B-O72 I |
T° JOHN
/
HORTON, ARCHITECT /
Building Structure I Engineer/Technician KEVIN T~CKER
FENCER WALL NW SIDE OF BUILDING I /
SPECIFICATIONS .. ACTUAL
I Shaft Shaft' i Depth to
~ Diameter Penetratio !Foot- Diameter Bearing ! Penetration Total
Test Nc, Pier No. (in.) i n (ft.) note (in.) I Stratum (ft.)I (fi,) Depth (ft.)
1 A 18 ' 3.0 18 4.4 ! 3.1 7.5
2_ i B , 18 3.0 18 4.1 ! 3.2 7.3
3 C 18 I 3.0 18 4.2 I 3.3 7.5
,, D ~e J 3.0 ~8 4,7 m
~ ~ ~8 3.° ~8 ~.~ !
' /
6 F 18 3.0 18 3.0 m 4,0 7,0
7 G 18 3.0 18 2.~ m 5,0 7,5
8 H 18 -3.0 18 2,~ m 4.3 6.9
9 I 18 : 3.0 18 2.3 m ~,3 6.6
10 j 18 3.0 18 2.7 m 4.0 6,7
11 K 18 3.0 18 3.5 m 3.3 6.8
12 L 18 3,0 18 3,7 m 3.0 6.7
13 M 18 3.0 18 ~.0 m 3.1 7.1
1~ N ~8 3.o ~8 3,o m 3.9 6,9
15 o 18 3,o ~8 3.2 m 3,8 m 7,0
~6 P ~8 3.O 18 3,~ m 3,8 " 7,1
17 O 1~ 3,O 1~ 2,~ m 3,~ 7,o
~8 , i ,8 3.o ~8 3.~m 3.8 ~..
Remarks and/or Distribution L
Notes: Depths are measured from top of ground surface unless otherwise specified. ~enetration denotes
distance drilled into bearing stratum, m
m
DISTRIBUTION: (1) --JOHN R, HORTON m
(1) --W.B. KIBLER CONSTRUCTION/SAM CARDWELL m
(1 ) --BILL FOWKES m
(1) --CITY OF COPPELL/LEE STONE m
m
LIMITATIONS: The tost rosulta prosent~t herein ware prepared ba~ed upon the specific samplos provided for te~ting. Wa muml
quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by pereon~ or conditio¢
OU~' lattara and roporte ire for the exclusive u~e of the clients to whom they are addressed.
c:\wpwin\forms\pier-sft.rpt-95/kjh
responeibility for variedon in
over which we hive no control.
May 10, 1995