Valley R Baptist 2-LR030114REPORT OF DRILLED BELLED PIER OBSERVATION lferF con
Report Number: 94021265.0077 8901 Carpenter Frv✓y, Ste #100
Service Date: December 20, 2002 Dallas, Texas 75247
(214) 630 -1010
client: Valley Ranch Baptist Church Report Date: January 14, 2003
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Project Number: 94021265
Services: Drilled belled pier observation.
On this date, a HBC/Terracon technician arrived at the above referenced jobsite as scheduled for
drilled belled pier observation. See the attached sheet(s) for recorded data.
Technician: Terry L. Smith
Report Distribution: H C/Terracon
(1) Valley Ranch Baptist Church (1) Valley Ranch Baptist Church Reviewed by
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockette Davis Drake Inc (1) City of Coppell - Bldg Insp Hussein H. Abusaad, P.E.
t1) HKS Inc Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
C 0
F=
ub "
�Um
N
M
LLJ
a
0
W
J
J
W
LU
m
J
J_
0
LL
O
cc
a
W
Er
� H
O �
N O
O N
d C d
t .� a
° N L
6 U
w c a
¢ y H
m
N
t a
U �
7 U
U
h �
a c
Ca a oq
L �
U
7 W
CIA 3 CD
O
w d v
z -
o �
0
a
y
d
a
a
0
a
3
0
w
E
E
(7
N
N
❑
N
�
m
°]
N
N
r
❑
}
Z
Z
O
O
r
N
w
N
N
N
E
E
O
O
O
O
O
N
Q
Q
N
d
a
N
r
W
N
❑
}
Z
Z
cD
N
r
O
O
N
E
E
m
N
(
N
N
r
❑
}
Z
Z
O
O
O
N
N
E
E
N
o
o
ro
c`J
N
W
CO
N
N
r
O
}
Z
Z
r
c0
to
�O
C O,
N
E
E
O
N
O
O
W
O
O
y
Q
Q
M
O
W
W
O
c°
❑
}
Z
Z
r
of
N
N
OJ
N
E
E
6
y
N
m
6
N
6
N
O
❑
}
Z
Z
r
N
N
O
>
C
O
E
E
m
❑
}
Z
Z
W
N
N
p
p
O
N
E
E
N
O
O
O
O
O
y
Q
Q
N
A
A
F
m
rn
°J
N
N
m
❑
}
Z
Z
V
01
E
E
N
O
E
E
O
N
N
Q
Q
N
a
a
N
p
W
O
O
r
❑
}
Z
Z
tD
O
r
00
N
N
N
E
E
O
O
O
°>
m
°1
y
Q
Q
A
N
m
ro
m
ai
❑
}
Z
Z
r
co
r
o
m
o
0
y
y
rn
C
m
>
c
L
W
_
y
O
A
W
z
C7
E
E
E
m
°
w
0
0
U
E
'°
c
m
N
L m
m
0
a
C
.-.
.-.
x
W
d
a
y
'a
O
N
y
o
E
E
w
E
a
o
W
0
=
O
o
r
m
c
E
>
m
m
w
y
a
y
L
L
E
o
z
m
z
a
d
>
m
c
E
E
'a
°a
m x
w
0
o
3
0
0°
0
.�
o
=
o
'�
O
❑
«
C
9
O
r
❑
U
❑
❑
W
d
L
a
a
o
����
a
o=
d
E
E
a
a
m
F
m
E C9
LL t9
m
U
a
U
U
z
¢
-j
H
H
y
d
a
a
0
a
3
0
w
C °=
up
m
q a
rMu ° m
M n
c M
r
W
a
W
J
J
W
m
0
w
J
J_
0
LL
O
a
W
cc
r
O V)
O ,
v�
N O
- p N
ti c ti
Z U N O
r `) m a
°a u! z
U
� O F
U
N
O
h
N
s a
� U
t
e�
U
-.N 3
U O U
?R Z =
a` d
0
a`
O
a
a
d
a
0
a
N
3
0
w
M
E
E
o
o
co
w
w
y
Q
Q
a!
a
a
o
N
6i
co
E
E
o
o
M
Ln
r
y
<
Q
o
a
a
m
o
o
Y
z
z
p
v
e
N
0
m
c
_
T
c
o
E
LLI
H
o
O
c
`m
a
°
.
d
u
U
E
'°
C
m
N
CO
V
N
°
c
E
w
o'
a
o
o
d
-
2
CO
u
m
3
m
w
ED
E
0
a
o
m
t°-
a
,.0
r
a
3
a
: L - .
7E
E
E
a
IE
t.
D
°
0
U
m
o
L
U
O
°'
•
d
:° m
v
10
t
a
c
E
'm
v
E
c
m
m
u
c
E
E
a
a
m
:'
cc
5 o
ii a
a
U
a
U
U
Z
¢
F
p
O
a
a
d
a
0
a
N
3
0
w
CONCRETE COMPRESSIVE STRENGTH TEST lrerf con
Report Number: 94021265.0069 8901 Carpenter Frwy, Ste #100
Service Date: December 16, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: January 14, 2003
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Project Number: 94021265
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 11:22am Plant: 3
Supplier: LMC
Truck No: 834 Ticket No: 3153993
Mix I.D. No.: 853
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: 12:10pm Date Cast: December 16, 2002
Technician: Terry L. Smith
Weather Conditions: Clear, mild
Accumulative Yards: 10
Placement Method: Truck Discharge
Sample Locations: See placement location
Placement Location: Piers 210 -212
Result Specification
5.00 3 -5
N/A
60
61
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
1
1
6.00
28.27
1
2
6.00
28.27
1
3
6.00
28.27
1
4
6.00
28.27
Date
Tested
12/23/2002
12/23/2002
Test Method
ASTM C -143
ASTM C1064
ASTM C -1064
Age at Maximum Compressive
Test
Load
Strength
(days)
(lbs)
(psi)
7
84,990
3,010
7
83,160
2,940
Average
01/13/2003 28 114,070
01/13/2003 28 114,390
2,980
4,030
4,050
Average 4,040
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution: HBC /Terracon
(1) Valley Ranch Baptist Church (1) Valley Ranch Baptist Church
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr lnsp Reviewed by ' )'a�l
(1) Brockette Davis Drake Inc (1) City of Coppell - Bldg Insp Hussein FT. Abtlsaad, P.E.
(1) HKS Inc
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1