Latter-day-LR 950420Rone Engineers
Geotechnical Consultants
Materials Testing
Drilled Pier Report
Project PL~rchase Order
CHURCH OF JESUS CHRIST LATTER DAY SAINTS
Number I Date of Observation 04/14/95 R~port Date 04/20/95
D4251 B-062 I
T° JOHN HORTON, ARCHITECT /
Building Structure I Engineer/Technician BOBBY RIY S.E.T.
SPECIFICATIONS .. ACTUAL*
Shaft Shaft' Depth to
Diameter Penetratio Foot- Diameter Bearing ! Penetration~ Total
Test No. Pier No. : (in.) n (ft.) note (in.) Stratum (ft.)I (ft.) Depth (ft.)
9 ; 9 i 18 310 18 14.0 / 3.3 17.3
10 10 18 3.0 ; I 18 13.0! / 3.4 16.4
11 11 ! 18 3.0 18 13.0 ! 3.8 16.8
i
12 12 !18 3.0i 18 i 13.2 /' 3.8 17.0
/
13 13 18 .3.0 18 13.0 / 3.2 16.2
/
14 14 18 3.0 18 13.5 / 3.9 17.4
/
15 15 18 3.0 18 13.0 / 3.0 16.0
/
16 16 18 3.0 18 12.3 / 3.0 15.3
/
17 17 18 3.0 18 12.0 / 3.0 15.0
/
18 18 18 3.0 , 18 12.0 / 3.2 15.2
Remarks and/or Distribution
Notes: Depths are measured from top of ground surface unless otherwise specified. ~enetration denotes
distance drilled into bearing stratum. |
NOTE: REINFORCING STEEL WAS NOTED AS 4 #5 VERTICAL BARS /
/
DISTRIBUTION: (1) --JOHN R. HORTON
(1) --W.B. KIBLER CONSTRUCTION/SAM CARDWELL
(1) --BILL FOWKES
(1) --CITY OF COPPELL/LEE STONE
LIMITATIONS: The te~t resulte present-ed herein were prepated b~d upon the specific samples provided for testin{I,
quality (composition, ippeatence, performance, Itc.) or any other leisure of similar lubject mister provided by persons or conditionl
Our letterl ~ reports ere for the exclusive u~e of the clients to whom they ate eddreesed.
re~l~omibility for variltion in
which we hive 11o colltrol.
c:\wpwin\forms\pier-sft.rpt-95/kjh April 20, 1995