ST0301A-SP100730 (2)f lexicore P.O. Box 450049
Houston, TX 77245
CONCRETE SOLUTIONS SINCE 1953 www.flexicoreoftexas.com
To: North Texas Bridge Co., Inc.
9425 CR 423
Anna, TX 75409
(281) 437 -5700
(888) FLXICOR
(281) 437 -8913 Fax
(281) 889 -1709 Cell
jzapata @flexicoretx.com
LETTER OF TRANSMITTAL
June 29, 2010
Job No. 10 -096
Attn: Steve Goodman
RE: Project: Bethel & Coppell Road Reconstruction
❑ Resubmit Copies for Approval
Location: City of Coppell, Texas
Engineer: Freese and Nichols
File: 2010 -096 T1
We are sending you ® Attached ® Shop Drawings ❑ Concrete Mix Design ❑
Copies Date No. Pages I Description
1 6/29/10 5 1 Flexicore of Texas Prestressed Concrete Deck Panel ShOD Drawinas.
These are Transmitted as checked below
®
For Approval
❑
Approved As Submitted
❑ Resubmit Copies for Approval
❑
For Your Use
❑
Approval As Noted
❑ Submit Copies for Distribution
❑
As Requested
❑
Returned For Corrections
❑ Return Corrected Prints
❑
For Review and Comment
❑
Prints Returned After Loan To
❑
Us
Notes: A. After your review and approval, please return one copy of our submittal set for our fabrication and project
record keeping.
Quality Assurance Certification: Flexicore of Texas has been in continuous production of TxDOT precast and
prestressed concrete products since 1986. We have a TxDOT certified manufacturing plant and maintain TxDOT
approved in -house concrete testing laboratory facilities. Our Quality Assurance Department is staffed by PCI and ACI
trained and certified quality assurance personnel. They continuously test all raw materials used, monitor the
manufacturing as well as maintaining and certifying that all the products we manufacture and approve meet and exceed
the project requirements. Typically, we do concrete test breaks for the next day "release of strand" and 7-day concrete
test breaks" for the 28 -day design breaks. Be assured, we will not ship any concrete products to the job site until all the
project specifications and requirements have been met and the concrete design strength has been reached.
Respectfully transmitted by,
Joe Zapata Copy: File
Prestressed Projects Coordinator
SUMMARY
SPAN 1
3.5A6.5 10
8S6.5
13
NS -1
2
SPAN
2
6A6.5
10
8S6.5
15
SPAN
3
3.5A6.5
10
8S6.5
13
NS -1
2
TOTAL
NS -1
3.5A6.5
20
6A6.5
10
856.5
41
NS -1
4
j L _ - 7� " —rr r
C.I.P
FACE OF
ABUT. BKWL
4" C.I.P.
4" P/C PANEL
BEDDING STRIPS
FLUSH WITH OUTSIDE
EDGE OF TOP FLANGE
OF BEAM. SEE CONTRACT
PLANS FOR BEDDING
STRIP DETAILS.
TYPICAL CROSS SECTION
BENT
�—
NS -1
8S—
3.5A
5
6.5
6.5
6.5
8S—
6.5
8S—
6.5
6.5
6.
6.5
8S—
6.5
•
8S—
6.5
8S-
6.5
s
8S-
6.5
iA
5
8S—
6.5
NS -1
8S-
6.5
6.5
3.5A
8S—
NS -1
8S
6.5
6.5
6.
JTERLI N E
BENT
5' -2 1/2" 5' -9 1/2"
SPAN 1
CENTERLINE
OF BENT
CENTERLINE
OF BENT
(2)
(3)
(4)
r6i
2' -0 1/2" 8' -1 1 1/le
�PANI --�
3" 6 SPACES AT 6 "- 3' -0" 3" N m ° z ,. N
3 /8"S 270K STRAND SPACING TYPICAL U BAR Z 3 /8 "fb 270K STRANDS TYPICAL PLAN OPTION
° w
� 4 REQUIRED PER PANEL STRESS TO 16.1 KIPS EACH.
g CONCRETE CLASS: H
C`r/'TIlIAI A
S C H E D U L E O F P A N E L D I M E N S I
TOTAL AREA THIS TABLE Sq.Ft. TOTAL AREA THIS TABLE Sq.Ft.
PANEL MARK PANEL MARK PAP
NO. REQ'D N
NO. REQ'D N
NO
3.0 3
3.1 3
3.3 3
3.4 3
3.5 -
-- 3.65 3
3.7 3
3.8 3
3.9 "
"W" 4
4.0 4
4.1 4
4.3 4
4.4 4
4.5 4
4.6 4
4.7 4
4.8 4
4.9
MIN. WWF WIDTH 2
2.67 2
2.77 2
2.87 3
3. 3
3.17 3
3.27 3
3.37 3
3.47 3
3.57 M
MIN. WWF WIDTH 3
3.67 3
3.77 3
3.87 4
4. 4
4.17 4
4.27 4
4.37 4
4.47 4
4.57 M
MIN.
BAR A 7
7 7
7 7
7 7
7 8
8 8
8 8
8 8
8 8
8 9
9 B
BAR A 9
9 9
9 9
9 9
9 1
10 1
10 1
10 1
10 1
10 1
11
AREA /PANEL 1
10.50 1
10.85 1
11.20 1
11.55 1
11.90 1
12.25 1
12.60 1
12.95 .
.30 1
13.65 A
AREA /PANEL 1
14.00 1
14.35 1
14.70 1
15.05 1
15.40 1
15.75 1
16.10 1
16.45 .
.80 1
17.15 A
ARI
Sq.Ft.) S
Sq.Ft.)
TOTAL A
AREA T
THIS T
TABLE 4
455.00 S
Sq.Ft. T
TOTAL A
AREA T
THIS T
TABLE S
Sq.Ft.
PANEL MARK 3
3.5A6.5 P
PANEL MARK P
PAP
NO. REQ'D 2
20 N
NO. REQ'D N
NO
6.0 6
6.1 6
6.2 6
6.3 6
6.4 6
6.5 6
6.6 6
6.7 6
6.8 6
6.9 "
"VV" 7
7.0 7
7.1 7
7.3 7
7.4 7
7.5 7
7.6 7
7.7 7
7.8 7
7.9
MIN. WWF WIDTH 5
5.67 5
5.77 5
5.87 5
5.97 6
6.07 6
6.17 6
6.27 6
6.37 6
6.47 6
6.57 M
MIN. WWF WIDTH 6
6.57 6
6.77 6
6.87 7
7. 7
7.17 7
7.27 7
7.37 7
7.47 7
7.57 M
MIN.
BAR A 1
13 1
13 1
13 1
13 1
14 1
14 1
14 1
14 1
14 1
15 B
BAR A 1
15 1
15 1
15 1
15 1
16 1
16 1
16 1
16 1
16 1
17
AREA /PANEL 2
21.00* 2
21.35 2
21.70* 2
22.05* 2
22.40 2
22.75* 2
23.10 2
23.45* 2
23.80* 2
24.15* A
AREA /PANEL 4
4.50* 2
24.85* 2
25.20* 2
25.55 2
25.90 2
26.25 2
26.60 2
26.95 .
.30* 2
27.65* A
ARI
AREA(Sq.Ft.) 4
455.00 A
A Sq.Ft.)
O PANEL M
TOTAL A
AREA T
THIS T
TABLE S
Sq.Ft. T
T TAL AREA THIS T
TABLE # #. ## Sq.F .
MARK P
PAN MARK 3
3.5A -U A
MAX. 1' -6" MAX. 1' -6" P
A SIZE AND SPACING OI
NO. REQ'D N
NO. REQ #
## W
9.0 9
9.1 9
9.3 9
9.4 9
9.5 9
9.6 9
9.7 9
9.8 9
9.9 "
"W" B
`" STRANDS
N
MIN. WWF WIDTH 8
8.67 8
8.77 $
$.87 9
9. 9
9.17 9
9.27 9
9.37 9
9.47 9
9.57 M
MIN. WWF WIDTH `
N Z
om
" X
X
3" "W" 3" m
m =
BAR A 1
19 1
19 1
19 1
19 2
20 2
20 2
20 2
20 2
20 2
21 B
BAR #
##
SECTION B �
� Z
AREA /PANEL 3
31.50 3
31 .85* 3
32.20 3
32.55 3
32.90 3
33.25* 3
33.60* 3
33.95 .
.30 3
34.65 A
AR /PANEL #
# # - ## 3
Sq.Ft.) A
AREA(Sq.Ft.) #
##.1(E 3
2' -0" N
a _
_-
#3 BAR OR -
- 3/8 "0 270K 3
0
1/2 "
>: ; S
>: 3 w _-
TYPICAL "A" BAR a
a For Longitudinal 3
3 --
"U" BARS R
Reinf. use
2 1 / 2 "± L -- ------ - - - - -J N
N PROJECT 3"
iv
1' -0" 2 "(TYP.)3 BAR (
3" 11 SPACES AT 6 "1 5' -6" 3" N m ° z .. ,. ( +1/2 ,- 1 1/2 )
3/8 "0 270K STRAND SPACING TYPICAL U BAR -j2. 3/8 "0 270K STRANDS TYPICAL PLAN OPTIO1'
- ? - 4 -- REQUIRED PER PANEL STRESS TO 16.1 KIPS EACH.
g CONCRETE CLASS: H
crnTi�Ki A a
S C H E D U L E O F P A N E L D I M E N S I
TOTAL AREA THIS TABLE Sq.Ft. TOTAL AREA THIS TABLE Sq.Ft.
PANEL MARK PANEL MARK PAP
NO. REWD N
NO. REQ'D N
NO
I.W. 3
3.0 3
3.1 3
3.3 3
3.4 3
3.5 3
3.6 3
3.7 3
3.8 3
3.9 "
"W" 4
4.0 4
4.1 4
4.3 4
4.4 4
4.5 4
4.6 4
4.7 4
4.8 4
4.9
MIN. WWF WIDTH 2
2.67 2
2.77 2
2.87 3
3. 3
3.17 3
3.27 3
3.37 3
3.47 3
3.57 M
MIN. WWF WIDTH 3
3.67 3
3.77 3
3.87 4
4. 4
4.17 4
4.27 4
4.37 4
4.47 4
4.57 M
MIN.
BAR A 7
7 7
7 7
7 7
7 8
8 8
8 8
8 8
8 8
8 9
9 B
BAR A 9
9 9
9 9
9 9
9 1
10 1
10 1
10 1
10 1
10 1
11
AREA /PANEL 1
18.00 1
18.60 1
19.20 1
19.80 2
20.40 2
21.00 2
21.60 2
22.20 .
.80 2
23.40 A
AREA /PANEL 2
24.00 2
24.60 2
25.20 2
25.80 2
26.40 2
27.00 2
27.60' 2
28.20 .
.80 2
29.40 A
ARI
Sq.Ft.) S
Sq.Ft.)
TOTAL A
AREA T
THIS T
TABLE 3
390.00 S
Sq.Ft. T
TOTAL A
AREA T
THIS T
TABLE S
S q.Ft.
PANEL MARK 6
6A6.5 P
PANEL MARK P
PAP
NO. REWD 1
10 N
NO. REQ'D N
NO
'1N" 6
6.0 6
6.1 6
6.2 6
6.3 6
6.4 6
6.5 6
6.6 6
6.7 6
6.8 6
6.9 "
"W" 7
7.0 7
7.1 7
7.3 7
7.4 7
7.5 7
7.6 7
7.7 7
7.8 7
7.9
MIN. WWF WIDTH 5
5.67 5
5.77 5
5.87 5
5.97 6
6.07 6
6.17 6
6.27 6
6.37 6
6.47 6
6.57 M
MIN. WWF WIDTH 6
6.57 6
6.77 6
6.87 7
7. 7
7.17 7
7.27 7
7.37 7
7.47 7
7.57 M
MIN.
BAR A 1
13 1
13 1
13 1
13 1
14 1
14 1
14 1
14 1
14 1
15 B
BAR A 1
15 5
5 1
15 1
15 1
16 1
16 1
16 1
16 1
16 1
17
AREA /PANEL 3
36.00* 3
36.60 3
37.20* 3
37.80* 3
38.40 3
39.00* 3
39.60 4
40.20* 4
40.80* 4
41.40* A
AREA /PANEL 4
42.00* 4
42.60* 4
43.20* 4
43.80* 4
44.40 4
45.00 4
45.60* 4
46.20 .
.80� 4
47.40* A
ARI
AREA(Sq.Ft.) 3
390.00 A
A Sq.Ft.)
O PANEL M
TOTAL A
AREA T
THIS T
TABLE S
Sq.Ft. '
'TOTAL AREA THIS T
TABLE # #. ## Sq.F .
MARK P
PAN MARK 6
6A -U
MAX' 1' -6" MAX' 1' -6" A
A SIZE AND SPACING OI
NO. REWD N
NO. RE #
## M
9.0 9
9.1 9
9.3 9
9.4 9
9.5 9
9.6 9
9.7 9
9.8 9
9.9 "
"W" B
D 2
MIN. WWF WIDTH 8
8.67 8
8.77 $
$.87 9
9. 9
9.17 9
9.27 9
9.37 9
9.47 9
9.57 M
MIN. WWF WIDTH 0
N Z
we
a X
X
w
3" W" 3" m
m
BAR A 1
19 1
19 1
19 1
19 2
20 2
20 2
20 2
20 2
20 2
21 B
BAR #
##
SECTION B
3 0
AREA /PANEL 5
54.00 5
54.60* 5
55.20 5
55.80 5
56.40 5
57.00 5
57.60 5
58.20 .
.80� 5
59.40* A
AR /PANEL #
# #. ## 3
Sq.Ft.) A
AREA(Sq.Ft.) #
# #•## W
a -
--
2' -0" N
N -
--
#3 BAR OR -
- 3/8 "0 270K 3
0
1/2 "0 STRANDS S
STRANDS A 3
3 w _-
TYPICAL "A" BAR ¢
¢ For Longitudinal 3
3 --
"U" BARS R
Reinf. use z
z _-
"± N x
1 1/2 "
PROJECT 3" "
N 1
t� �(T,7p-) -
" N
S
C
H E
D
U L
E
O F
P A N
E L D I M
E N S
I
TOTAL
AREA
THIS
TABLE
Sq.Ft.
TOTAL AREA
THIS TABLE
Sq.Ft.
PANEL MARK
PANEL MARK
PAP
NO. REQ'D
NO. REQ'D
NO
I.W.
3.0
3.1
3.3
3.4
3.5
3.6
3.7
3.8
3.9
"W"
4.0
4.1
4.3
4.4
4.5
4.6
4.7
4.8
4.9
MIN. WWF WIDTH
2.67
2.77
2.87
3.
3.17
3.27
3.37
3.47
3.57
MIN. WWF WIDTH
3.67
3.77
3.87
4.
4.17
4.27
4.37
4.47
4.57
MIN.
AREA /PANEL
24.00
24.80
25.60
26.40
27.20
28.00
28.80
29.60
.40
31.20
AREA /PANEL
2.00*
32.80
33.60*
34.40
35.20
36.00*
36.80*
37.60
.40*
39.20*
ARI
Sq.Ft.)
Sq.Ft.)
TOTAL
AREA
THIS
TABLE
2,132.00
Sq.Ft.
TOTAL
AREA
THIS
TABLE
S q.Ft.
PANEL MARK
8S6.5
PANEL MARK
PAP
NO. REQ'D
41
NO. REWD
NO
"W"
6.0
6.1
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.9
"W"
7.0
7.1
7.3
7.4
7.5
- - 7-6
7.7
7.8
7.9
MIN. WWF WIDTH
5.67
5.77
5.87
5.97
6.07
6.17
6.27
6.37
6.47
6.57
MIN. WWF WIDTH
6.57
6.77
6.87
6
7.
7.17
7.27
7.37
7.47
7.57
MIN.
AREA /PANEL
48.00
48.80
49.60
50.40
51.20
52.00
52.80
53.60
54.40
55.20
AREA /PANEL
56.00*
56.80
57.60*
58.40
59.20
60.00*
60.80*
61.60
.40�
63.20
ARI
AREA(Sq. Ft.)
2,132.00
Sq. Ft.)
TOTAL
AREA
THIS
TABLE
Sq.Ft.
T AL AREA THIS TABLE 13,823.33 Sq.F .
PANEL MARK
PAN MARK
8S -
A SIZE AND SPACING OI
NO. REQ'D
NO. REQ
290
MAX. 1' -6" MAX. 1' -6"
MIN. 6" MIN. 6"
PROVIDE ADEQUATE S
WIRES NEEDED TO Eh
WWF MATS,
"W"
9.0
9.1
9.3
9.4
9.5
9.6
9.7
9.8
9.9
"W"
5'- 1 /2"
BAR U
V3V/W
5 3, r/D570K
MIN. WWF WIDTH
8.67
8.77
8.87
9.
9.17
9.27
9.37
9.47
9.57
MIN. WWF WIDTH
5.63
C-4
a
N
c
z
Q
a
N 1 /2" CHAMFER OPTIONAL
><
X
Ld
3"
m
m �
AREA /PANEL
2.00
72.80
73.60 74.40
75.20
76.00
76.80
77.60
.40*
79.20
AR /PANEL
47.67
SECTION B
3 0
Sq.Ft.)
AREA(Sq.Ft.)
13,823.33
8 - -0" 3'! MAX.
3" PROJECT 3" 3" MIN.
2 1
1"
H
3/8 "0 270K
3 C �
STRANDS 7 A , 3
A
For Longitudinal
3
"U" BARS
" 8" 8"
N MIN. MIN.
8" 8" 2"
MIN. MIN. R =1
1/2"
Reinf. use
Option 1,2 or 3
Z
iv
(TYP.)
z r -
L
-
- - - -
--
_,
11 Ij
I
N
3
w m
-- ---- -
2 "(TYP.)
- - - --
#3 BAR
PROJECT 3"
( +1 /2 ",- 1 1 /2 ")
15 SPACES AT 6 "= 7' -6"
3" 1 3 - -
rn
N m z
m m
„ ,.
TYPICAL U
BAR
16 3/8 "0
270K STRANDS
TYPICAL PLAN
OPTIOt
3/8 270K STRAND SPACING
LLJ
4 REQUIRED PER - P - AN - ELT -
ANEL
STRESS TO 16.1 KIPS EACH.
g
CONCRETE CLASS: H
C C!'TI/'1A1
A
"U" BARS
N
v
3' 15 SPACES AT 6 "=
3/8 "0 270K STRAND SPACING
SECTION A
(SHOWING STRANDS)
2" 8' 8" 8' 8" 2"
N MIN. MIN. MIN. MIN. R =1 1/2"
MID-) r -- - - - - - -- -�
�' L — — 2 "(TYP.) — — — — #3 BAR
M W to
N 8 TYPICAL "U" BAR
- T 4 — REQUIRED PER PANEL
a
m
2" 15' 15" 15" 15" 2" \
MIN. MIN. MIN. MIN. N
� L —
3" 3/8 STRANDS o
(MIN.) r� m o
OPTIONAL STRAND FOR "U" BAR N o�
(4 REQUIRED PER PANEL) g
a-
16 3/8 - 0 270K STRANDS
STRESS TO 16.1 KIPS EACH.
CONCRETE CLASS: H
RELEASE STRENGTH: 4000 p.s.i.
28 DAY STRENGTH: 5000 p.s.i.
TOP FINISH: BROOM
• ERECTION MARK
MAX. V -6' MAX. V -6"
MIN. 6" MIN. 6"
BAR U 318 "0 270K
STRANDS
N
N
N 1/2" CHAMFER OPTIONAL
3" "W" 3"
SECTION B
8' -0"
3 PROJECT 3" 3"
" 1A e �l I
— 3/8 "0 270K
STRANDS
For Longitudinal
Reinf. use
Option 1.2 or 3
PROJECT 3"
(+1/2 1 1/2
TYPICAL PLAN
SIZE AND SPACING OF CARRIAGE WIRES MAY
PROVIDE ADEQUATE SIZE AND SPACING OF CA
WIRES NEEDED TO ENSURE PROPER HANDLIN(
WWF MATS.
U
° Wa
z a
L�
W �
W C
m_
LI Z
� 4
3c
r
WWF MAT TIED ABOVE
C 3/8" 0 270K STRANDS
ACARRIAGE WIRES --
�- D7.5 0 4"
8' -0"
MAX. 2
MIN. 1" CLR.
N
x
o
ID!�7.!' A
A CAR
WIF
N
SECTION C
❑ NO LAP SPLI
REQUIRED F(
1/2" CLR. IN THIS DIRE
S
C H E D U
L E O
F P A
N E
L D I M E N S
TOTAL
AREA
THIS TABLE
208.00 Sq.Ft.
TOTAL AREA
THIS
TABLE Sq.Ft.
PANEL MARK
NS -1
PAN MARK
NO. REQ'D
4
NO. REQ'
W
6.5
MIN. WWF WIDTH
6.17
MIN. WWF WIDTH
MI
"
AREA /PANEL
52.000
4
4
1 0
0
0
AREA /PANEL
0
4
0
0
AREA(Sq.Ft.)
208.00
AREA(Sq.Ft.)
-
8' -0" -
f 5y'O.D. X 3VO.D. DRAIN OPENING
3'-11"
"W"
(OPENING TO FIT BETWEEN STRAND)
" C "
\
PLAN VIEW F
PLAN VIEW
(SHO
G FLARED CUTS)
•
r 3'_0"
r 3'_p"
"C"
"U" BARS
N
v
3' 15 SPACES AT 6 "=
3/8 "0 270K STRAND SPACING
SECTION A
(SHOWING STRANDS)
2" 8' 8" 8' 8" 2"
N MIN. MIN. MIN. MIN. R =1 1/2"
MID-) r -- - - - - - -- -�
�' L — — 2 "(TYP.) — — — — #3 BAR
M W to
N 8 TYPICAL "U" BAR
- T 4 — REQUIRED PER PANEL
a
m
2" 15' 15" 15" 15" 2" \
MIN. MIN. MIN. MIN. N
� L —
3" 3/8 STRANDS o
(MIN.) r� m o
OPTIONAL STRAND FOR "U" BAR N o�
(4 REQUIRED PER PANEL) g
a-
16 3/8 - 0 270K STRANDS
STRESS TO 16.1 KIPS EACH.
CONCRETE CLASS: H
RELEASE STRENGTH: 4000 p.s.i.
28 DAY STRENGTH: 5000 p.s.i.
TOP FINISH: BROOM
• ERECTION MARK
MAX. V -6' MAX. V -6"
MIN. 6" MIN. 6"
BAR U 318 "0 270K
STRANDS
N
N
N 1/2" CHAMFER OPTIONAL
3" "W" 3"
SECTION B
8' -0"
3 PROJECT 3" 3"
" 1A e �l I
— 3/8 "0 270K
STRANDS
For Longitudinal
Reinf. use
Option 1.2 or 3
PROJECT 3"
(+1/2 1 1/2
TYPICAL PLAN
SIZE AND SPACING OF CARRIAGE WIRES MAY
PROVIDE ADEQUATE SIZE AND SPACING OF CA
WIRES NEEDED TO ENSURE PROPER HANDLIN(
WWF MATS.
U
° Wa
z a
L�
W �
W C
m_
LI Z
� 4
3c
r
WWF MAT TIED ABOVE
C 3/8" 0 270K STRANDS
ACARRIAGE WIRES --
�- D7.5 0 4"
8' -0"
MAX. 2
MIN. 1" CLR.
N
x
o
ID!�7.!' A
A CAR
WIF
N
SECTION C
❑ NO LAP SPLI
REQUIRED F(
1/2" CLR. IN THIS DIRE