Latter-day-LR 950510 (3)Rone Engineers
Geotechnical Consultants
Materials Testing
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Drilled Pier Report
Project Pufchase Order
CHURCH OF JESUS CHRIST LATTER DAY SAINTS
Number I Date of Observation 05/01/95 Re~3ort Date 05/10/95
D4251 B-072 I /
To JOHN HORTON, ARCHITECT l
Building Structure I Engineer/Technician KEVIN TLI~KER
FENCER WALL NW SIDE OF BUILDING I
SPECIFICATIONS . AC'I~UAL
Shaft Shaft" Depth to /
DiameterI Penetratio Foot- Diameter Bearing / Penetration Total
Test No. Pier No. (in.) n (ft.) I note (in.) Stratum (ft,)l, (ft.) Depth (ft.)
19 S 18 3.0 18 2.8 / 4.2 7.0
20 T 18 3.0 18 ' 2.7 / 4.1 6.8
21 u 18 3.0 ~8 3.3 / 3.3 6.6
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2~ x 18 3.0 18 3.~ / 3,6 7.~
27 Al 1 8 '3.0 18 4.3 ! 3.2 7.5
28 i B1 18 3.0 18 4.5 I! 3.1 7.6
29 C1 18 3.0 18 5.0 / 3 2 i 8.2
30 91 18 ! 3.0 , 18 5.2 / 3.0 8.2
31 E1 18 3.0 i 18 5.0 / 3.8 8,8
32 F1 18 30 ! ~8 , 5.4 / 3.5 8.9
33 G1 18 3.0 18 5.4 I 3.6 9.0
34 H1 18 3.0 18 5.2 / 3.0 8.2
35 I1 18 3.0 18 5.5 I 3.4 8.9
36 J1 18 3.0 18 5.7 I 3.4 9.1
I
Remarks and/or Distribution
Notes: Depths are measured from top of ground surface unless otherwise specified. I~enetration denotes
distance drilled into bearing stratum. /
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DISTRIBUTION: (1) --JOHN R. HORTON
(1) --W.B. KIBLER CONSTRUCTION/SAM CARDWELL
(1) --BILL FOWKES
(1) --CITY OF COPPELL/LEE STONE
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UMITATIONS: The teat resulta presented herein were i~'epIred bl~ed u~on the specific samplel ixovided fa` tilting. We a~ume nc
qullity (compo~tion, ippearance, performlnce, etc.] or any other feature of similar subject matter provided by pet~n~ or conditJone
Our letters and reports Ire fa' the exclulive u~e of the clients to whom they ire ~ddre~ed.
c:\wpwin\forms\pier-sft.rpt-95/kjh
eapormibility for vIriition in
3var which we hive no control.
May 10, 1995