ST0301A-CS100716 (2)2011) Keith Marvin - Revised ST -8 Page 1
From: Caleb Thornhill <bct @freese.com>
To: "kmarvin @ci.coppell.tx.us" <kmarvin @ci.coppell.tx.us >, "deand @jrjpaving....
CC: CPL03243 <CPL03243 @freese.com >, Tricia Hatley <thh @freese.com >, Tony Dia...
Date: 7/16/2010 6:58 AM
Subject: Revised ST -8
Attachments: 20100716175227. pdf
Keith,
Attached is the revised structure sheet ST -8 (SEQ 7 of 80).
Steve, I got your email about. Here is Tony's response.
"I show the bearing elevations are always higher on the south side on the abutments and bents. Please
note that Abutment 1 is shown with Beam 1 on the right in plan view (so it is on N side) and the elevation
is 493.056 while Beam 6 (on the S side) is at 493.359 which is higher."
If you guys have any questions, please call my cell 214 - 952 -9562. 1 will be out most of the morning. Our
AC went out yesterday afternoon and I'm trying to get it replaced this morning.
Caleb
From: Tony Diaz
Sent: Friday, July 16, 2010 5:59 AM
To: Tricia Hatley; Caleb Thornhill
Cc: Peter Kau; Hyunsik Moon; Brad Watson
Subject: FW:
Tricia and Caleb
Here is the revised sheet showing the corrected elevations for bearing seats and top of columns. I had
these elevations on my spreadsheet but the numbers on the bid set sheet did not match the spreadsheet.
Thanks to Peter and Hyunsik for catching and correcting these elevations.
Tony
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BAR
NO
SIZE
LENGTH
A
4
#11
44' -8"
B
4
#11
44' -11"
D
4
1 1/4 "D
1' -8"
S1
72
#
11' -0"
S2 -11
20
#5
10' -0"
T1
2
#5
44' -8"
T2
2
#5
39' -0"
494.626
COL 2
FWD
494.344
494.664
494.983
495.044
494.846
NOTE:
BAR QUANTITIES AND DIMENSIONS SHOWN
ARE FOR REFERENCE ONLY. CONTRACTOR
SHALL VERIFY THESE NUMBERS.
A F nnn'
8" ABOVE BEAM CAP
UNIFORM SLOPE
BETWEEN BEARINGS
Sii� S2_ S1
O
o I
I N
M
1-0"
\- Level 2' -0" for
Bearing Seat (Typ)
ist Joint
P�
BARS S
SPACING 3" (10) ES = 4' -0" I 2' -6' (14) ES = 5' -3"
A-, T1 --, T2
i
Bearing CL Cap & 9 Columns
PLAN - BENT 2 & 3
NOT TO SCALE
TO SCALE
Struct
SS --�
B
NOTES:
1. DESIGNED ACCORDING TO CURRENT AASHTO STANDARD
AND INTERIM SPECIFICATIONS.
2• CONCRETE STRENGTH F'C = 3,600 PSI. ALL CAP
REINFORCING SHALL BE GRADE 60. COLUMN AND
DRILLED SHAFT REINFORCING MAY BE GRADE 40.
BEARING SEAT ELEVATION TABLE
22.500' 22.500'
BEAM SEAT
COLUMN SPACING
1 2 3
5.500' 17.000' 17.000' 5.500'
3
BEAM SPACING
2.293'
5 SPACES AT 8.083' = 40.417
2
2.293'
493.663
�
I
1
/
gyp' 3 30 q STRUCTURE 4 5
2
I I
gyp,
I
6
� FORWA
FWD
493.684
494.004
494.323
494.384
494.186
493.987
3
BKWD
494.323
494.643
494.962
\ f
�
494.626
COL 2
FWD
494.344
494.664
494.983
495.044
494.846
r
O Z
- - -
\
�
490.675
491.348
490.930
a
r
466.000
466.000
8" ABOVE BEAM CAP
UNIFORM SLOPE
BETWEEN BEARINGS
Sii� S2_ S1
O
o I
I N
M
1-0"
\- Level 2' -0" for
Bearing Seat (Typ)
ist Joint
P�
BARS S
SPACING 3" (10) ES = 4' -0" I 2' -6' (14) ES = 5' -3"
A-, T1 --, T2
i
Bearing CL Cap & 9 Columns
PLAN - BENT 2 & 3
NOT TO SCALE
TO SCALE
Struct
SS --�
B
NOTES:
1. DESIGNED ACCORDING TO CURRENT AASHTO STANDARD
AND INTERIM SPECIFICATIONS.
2• CONCRETE STRENGTH F'C = 3,600 PSI. ALL CAP
REINFORCING SHALL BE GRADE 60. COLUMN AND
DRILLED SHAFT REINFORCING MAY BE GRADE 40.
BEARING SEAT ELEVATION TABLE
BENT
BEAM SEAT
1
2
3
4
5
1 6
2
BKWD
493.663
493.983
494.302
494.363
494.164
493.966
U
L,
FWD
493.684
494.004
494.323
494.384
494.186
493.987
3
BKWD
494.323
494.643
494.962
495.023
494.824
494.626
COL 2
FWD
494.344
494.664
494.983
495.044
494.846
494.647
2' -4 1/2"
6" _
Typ N i
N
V) N to U)
C14 _
'n
� I I
I N I
N N
BARS S
BACKWARD
Dowels D (Outside 8" ABOVE BEAM CAP
Beams only) _) �
(7) ES = 4' - 6" �13) ES = 4' -9'1 2'16" �13) ES = 4' - ( 7) ES = 4' -6" I (14) ES = 5' -3" I 2' -6" I (10) ES = 4' -0"
2' -6"
Z
3�
z V (Extend 2' -3"
Min into Cap)
o Finished
I Ground
V
Z
Const Joint
I I
I I
i i Beam 00
Level with wood V-0 1' -0"
float finish
Top of Cap I / o+
m
\ c.'
Dowel D 1 1/4" Dio °
x 1' -8" (smooth) at
outside beams only
Top of Dr Shaft
See et sheet ` I 2 EL
for d EVATION - BENT 2 & 3
details. � _ _
NOT TO SCALE
(Bearing surface shall be clean and
free of all loose material before
placing bearing pad.)
3�\ BEARING SEAT DETAIL
, NOT TO SCALE
1 3"
L o
o cn °
r
C
c
o °
CL
O
BARS Z
-10 1
36' -11 1/2"
44' -8"
BARS B
A
T1
I S T2
M 2 1/4-
®
Typ
0
4 SECTION
NOT TO SCALE
1 3��
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ELEVATION TABLE
Z
Lv
ry
m
a
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`
BENT
TOP OF COLUMN
TOP OF DRILLED SHAFT
BOT OF DRILLED SHAFT
U
L,
'
D � ^_
of LL 1_I_
p
J
I
�Jto
0
W
U
ZD
I-
COL 1
COL 2
COL 3
iDS1
DS2
DS3
DS1
DS2
DS3
O Z
2
490.675
491.348
490.930
W
m
466.000
466.000
466.000
O
Ld
M
«
3
491.335
492.008
491.590
466.000
466.000
466.000
~
' ELEVATIONS SHOWN FOR OF DRILL SHAFT ARE APPROXIMATE. MINIMUM;
Lv
0
`PENETRATION INTO SHALE IS 8' -0" MIN.
® J
BACKWARD
Dowels D (Outside 8" ABOVE BEAM CAP
Beams only) _) �
(7) ES = 4' - 6" �13) ES = 4' -9'1 2'16" �13) ES = 4' - ( 7) ES = 4' -6" I (14) ES = 5' -3" I 2' -6" I (10) ES = 4' -0"
2' -6"
Z
3�
z V (Extend 2' -3"
Min into Cap)
o Finished
I Ground
V
Z
Const Joint
I I
I I
i i Beam 00
Level with wood V-0 1' -0"
float finish
Top of Cap I / o+
m
\ c.'
Dowel D 1 1/4" Dio °
x 1' -8" (smooth) at
outside beams only
Top of Dr Shaft
See et sheet ` I 2 EL
for d EVATION - BENT 2 & 3
details. � _ _
NOT TO SCALE
(Bearing surface shall be clean and
free of all loose material before
placing bearing pad.)
3�\ BEARING SEAT DETAIL
, NOT TO SCALE
1 3"
L o
o cn °
r
C
c
o °
CL
O
BARS Z
-10 1
36' -11 1/2"
44' -8"
BARS B
A
T1
I S T2
M 2 1/4-
®
Typ
0
4 SECTION
NOT TO SCALE
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Page 1 of 1
Keith Marvin - Bethel Rd - Beam Pour Info
From: "Dean Dumke" <deand(�JRJPaving.com>
To: "Keith Marvin" <KMARVIN(�'.&oppelltx.gov>
Date: 7/16/2010 7:02 PM
Subject: Bethel Rd - Beam Pour Info
CC: <stevegntbridge.com >, "Marty Murphy" <MartymgJRJPaving.com >, "Kim Entrekin"
<Kime gJRJPaving . com>
Keith,
Bexar Concrete Works will be casting beams on 072110. If there is someone who wants to go and view this initial
pour, please contact Ralph Moralez and let him know you will be attending this. Mr. Moralez's info is as follows:
Ralph S. Moralez
Bexar Concrete Works I, Ltd.
p. 210.497.3773
Ralph.Moralez @BexarConcrete.com
Thank you,
Dean Dumke
Sr Project Manager
#469- 223 -7879
JRJ PAVING, L. P.
file: HC: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4C40ACC5City_... 8/17/2010