18B0001-DWGS-100_.pdf
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- Attached to
- St. Georges Bridge Repairs Federal contract opportunity
- Solicitation number
- W912BU18B0001
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| Solicitation_W912BU18B0001_St._Georges_Bridge_with_Specs.pdf |
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Text version
RE: X-XXX RE: X-XXX
SCALE:
VIEW NAME
X/X":1'-0"
X-101
X-101
1 a
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I L E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PLAN
NTS
SCALE:
ELEVATION
2 NTS
O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PLAN - APPROACH SPAN
AS SHOWN
TABLE 1: GIRDER SPAN END FLOORBEAMS -
BOTTOM FLANGE COVER PLATE REPAIRS
(SEE NOTE 2)
PIER END FLOORBEAM
16S*** SOUTH
15S*** SOUTH
14S*** NORTH & SOUTH
13S*** NORTH & SOUTH
12S*** SOUTH
11S*** NORTH & SOUTH
10S*** NORTH & SOUTH
9S*** NORTH & SOUTH
8S*** SOUTH
7S*** NORTH & SOUTH
6S*** NORTH & SOUTH
5S*** NORTH & SOUTH
4S*** NORTH & SOUTH
3S*** NORTH & SOUTH
2S*** SOUTH
1S*** SOUTH
2N NORTH & SOUTH
3N NORTH & SOUTH
4N NORTH & SOUTH
5N NORTH & SOUTH
7N NORTH & SOUTH
8N NORTH & SOUTH
9N NORTH & SOUTH
10N NORTH & SOUTH
12N NORTH & SOUTH
16N NORTH
TABLE 3: GIRDER SPANS - GIRDER REPAIRS (SEE NOTE 3)
SPAN GIRDER LOCATION DEFICIENCY REPAIR
DETAIL
7S-8S WEST 2ND STIFFENER SOUTH OF PIER 7S 1" HOLE IN BOTTOM A
1S-2S EAST OUTBOARD SIDE NEAD PIER 2S BELOW MANHOLE 50 RIVETS ALONG BOTTOM FLANGE
ARE DETERIORATED
REPLACE
RIVETS
1N-2N EAST 1ST STIFFENER SOUTH OF PIER 2N (2) 1" HOLES IN BOTTOM A
1N-2N EAST 2ND STIFFENER SOUTH OF PIER 2N 1" HOLE IN BOTTOM A
2N-3N EAST 1ST OUTBOARD STIFFENER NORTH OF PIER 2N (3) 1/2" HOLES IN BOTTOM A
2N-3N WEST 3RD OUTBOARD STIFFENER SOUTH OF PIER 3N 1" HOLE IN BOTTOM OF STIFFENER A
5N-6N EAST OUTBOARD STIFFENER NEAR MIDSPAN 1" HOLE IN BOTTOM OF STIFFENER A
TABLE 4: GIRDER SPANS - STRINGER REPAIRS (SEE NOTES 4 & 5)
SPAN STRINGER LOCATION DEFICIENCY REPAIR
DETAIL
16S-17S 1 17S (1) HOLE IN WEB AT BOTTOM END J
15S-16S 1
BETWN. 2ND &
3RD RAILING
POST FROM 16S
1/2" HOLE IN BOTTOM FLANGE AT OUTBOARD EDGE J
15S-16S 10 15S 3" x 2" HOLE IN WEB H
1N-2N 10 2N 3" x 7" HOLE IN WEB AT TOP F
1N-2N 10 2N 1/2" HOLE IN WEB AT LIGHT POLE LOCATION H
TABLE 5: STRINGER SPANS - STRINGER REPAIRS (SEE NOTE 5)
SPAN STRINGER LOCATION DEFICIENCY
REPAIR
DETAIL
19S-20S 1
3RD RAILING
POST SOUTH
OF 19S
(2) 1" HOLES IN BOTTOM FLANGE,
OUTBOARD SIDE
J
19S-20S 10 MIDSPAN 1/2" HOLE IN BOTTOM FLANGE WITH 10'
LENGTH OF SIGNIFICANT SECTION LOSS
J
18S-19S 3 18S 1" HOLE IN EAST SIDE BEARING
STIFFENER K
18S-19S 10 19S (3) 1" HOLES IN WEB AT END H
18S-19S 1 MIDSPAN SEVERAL HOLES IN BOTTOM FLANGE AT
3RD RAILING POST NORTH OF 19S J
17S-18S 2 17S
(2) 2" HOLES IN INBOARD STIFFENER
CONNECTION ANGLE; (1) 4" HOLE IN
OUTBOARD CONNECTION ANGLE
L
17S-18S 9 17S 3" x 1" HOLE IN OUTBOARD STIFFENER L
17S-18S 9 17S (2) 2" HOLES IN WEB AT TOP M
18N-19N 9 18N
(1) 2" x 1" HOLE IN OUTBOARD
CONNECTION ANGLE AT BOTTOM; (1) 2"
HOLE IN INBOARD NORTH STIFFENER AT
BOTTOM
L
TABLE 2: GIRDER SPAN END FLOORBEAMS - STIFFENER HOLE REPAIRS (SEE NOTE 3)
PIER FLOORBEAM LOCATION DEFECIENCY REPAIR
DETAIL
17S NORTH SOUTH FACE, FIRST STIFFENER FROM EAST END AT TOP 1" HOLE A
16S SOUTH NORTH FACE, BASE OF STIFFENER AT MIDSPAN 4" HOLE A
15S SOUTH NORTH FACE, BASE OF TWO STIFFENERS AT MIDSPAN (2) 3" HOLES A
14S SOUTH NORTH FACE, SECOND STIFFENER FROM EAST END (2) 1/2" HOLES A
11S SOUTH
NORTH FACE, FOURTH STIFFENER FROM WEST & FIFTH
STIFFENER FROM EAST END
(2) 1" HOLES A
7S SOUTH NORTH FACE, BASE OF STIFFENER AT MIDSPAN 1" HOLE A
3S SOUTH NORTH FACE, BASE OF STIFFENER AT MIDSPAN 1/2" HOLE A
1S SOUTH
NORTH FACE, BASE OF FOURTH STIFFENER FROM WEST
END 1" HOLE A
1N NORTH SOUTH FACE, FIRST STIFFENER FROM WEST END 3/4" HOLE A
4N SOUTH NORTH FACE, BASE OF STIFFENER BETWEEN STRINGERS
5 & 6
(2) 1/2" HOLES A
9N NORTH SOUTH FACE, FOURTH STIFFENER FROM WEST END 1" HOLE A
O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PLAN - MAIN SPAN FLOOR SYSTEM
3/32" = 1'-0"
TABLE 1: MAIN SPAN - FLOORBEAM REPAIRS
FLOORBEAM
NO.
LOCATION DEFICIENCY REPAIR DETAIL
0’ WEST END (8) 2" HOLES IN WEB B
0’ EAST END
(3) 1/2" HOLES, (1) 4" x
1-1/2" HOLE, (1) 1" HOLE
IN WEB
B
1’ WEST END 1/2" AND 1/4" HOLES IN
WEB
B
1’
NORTH FACE, 1ST
STIFFENER FROM
WEST END
1” x 1/2" HOLE IN BASE OF
STIFFENER
A
1’
NORTH FACE, 1ST
STIFFENER FROM EAST
END
PIN HOLE IN BASE OF
STIFFENER
A
1’ EAST END 1/2" HOLE IN BOTTOM OF
WEB
B
2' 1ST STIFFENER FROM
WEST END
(3) 1/2" HOLES IN WEB B
2’
NORTH FACE, 1ST
STIFFENER FROM EAST
END
1" HOLE IN BASE OF
STIFFENER A
2’ EAST END 1" AND 1/2" HOLES IN WEB B
3’ WEST END
(3) HOLES IN LOWER WEB:
1", 1/2", and 1/4" B
4’ NORTH FACE, EAST
END
(3) 1/2" HOLES IN BASE OF
STIFFENER
A
6’
NORTH FACE, 1ST
STIFFENER FROM EAST
END
(3) 1/4" HOLES IN BASE
OF STIFFENER
A
7’ WEST END 1/2" HOLE IN WEB B
7’
NORTH FACE, 1ST
STIFFENER FROM
WEST END
1/2" HOLE IN BASE OF
STIFFENER
A
NORTH FACE, 2ND
STIFFENER FROM
WEST END
1" HOLE IN BASE OF
STIFFENER
A
NORTH FACE, 4TH
STIFFENER FROM
WEST END
1/2" HOLE IN BASE OF
STIFFENER
A
6 WEST END 1/2" HOLE IN WEB B
5 WEST END 1/2" HOLE IN WEB AT TOP B
NORTH SIDE, 6TH
STIFFENER FROM
WEST END
1" x 1/2" HOLE IN BASE
OF STIFFENER
A
SOUTH FACE, 1ST
STIFFENER FROM EAST
END
1/2" HOLE IN BASE OF
STIFFENER
A
3 WEST END 1/2" HOLE IN WEB B
SOUTH FACE, 1ST
STIFFENER FROM
WEST END
1/4" HOLE IN BASE OF
STIFFENER
A
NORTH FACE, 1ST
STIFFENER FROM
WEST END
1½" x 1" HOLE IN BASE OF
STIFFENER
A
SOUTH FACE, 2ND
STIFFENER FROM EAST
END
3/4" HOLE IN BASE OF
STIFFENER
A
TABLE 2: MAIN SPAN - STRINGER REPAIRS
PANEL
POINT
STRINGER
NO. LOCATION DEFICIENCY
REPAIR
DETAIL
L0’ 1 SOUTH END
(5) 1/4" HOLES IN WEB AT
DIAPHRAGM CONNECTION. (1)
1/2" HOLE IN TOP OF BEARING
STIFFENER, WEST SIDE
I
L1' 5 NORTH END 1/2" HOLE IN WEB AT
DIAPHRAGM CONNECTION F
L2’ 1 NORTH END
2"x2" HOLE IN TOP OF WEB;
1/2" HOLE IN TOP FLANGE F
L5’ 1 SOUTH END 1/4" HOLE IN WEB AT BOTTOM G
L7’ 10 NORTH END (2) 1/2" HOLES IN WEB AT
BOTTOM
G
L7 1 NORTH END 3/4" HOLE IN WEB AT BOTTOM G
L7 1 SOUTH END 1/2" HOLE IN TOP OF WEB F
L7 10 NORTH END 1-1/2" x 1/2" HOLE IN WEB
BEYOND BEARING
G
L6 1 NORTH END 1/4" HOLE IN THE END OF THE
WEB
H
L6 5 SOUTH END 1" HOLE IN TOP OF WEB F
L5 1 NORTH END 1/2" HOLE IN TOP OF WEB F
L5 1 SOUTH END 1" HOLE IN WEB AT BOTTOM G
L5 2 SOUTH END 13/16" HORIZONTAL CRACK IN
BOTTOM OF WEB
G
L5 3 SOUTH END 2-1/2" HORIZONTAL CRACK IN
BOTTOM OF WEB
G
L5 10 SOUTH END
1/2" HOLE IN BOTTOM OF WEB
WITH 1/4" HORIZONTAL CRACK
G
L4 1 NORTH END 1" HOLE IN BOTTOM OF WEB G
L4 5 SOUTH END 2" x 1" HOLE IN TOP OF WEB F
L3 9 SOUTH END 5/8" x 3/8" HOLE IN TOP OF
WEB
F
L3 9 NORTH END
1/2" HOLE AND 2-3/4" CRACK
IN WEB AT NORTH EDGE OF OLD
WEB REPAIR PLATE
G
L3 10 SOUTH END 3-3/4" CRACK IN BOTTOM
FLANGE
G
L2 1 NORTH END
(3) HOLES IN WEB: 5" x
1-1/2" AT BOTTOM, (2) 1/2"
HOLE AT TOP
F, G
L2 1 SOUTH END 2-1/2" HORIZONTAL CRACK AT
BOTTOM OF WEB
G
L2 6 SOUTH END 1" HOLE IN WEB AT TOP F
L2 10 SOUTH END
3" DIAMETER AREA OF 90%
SECTION LOSS ALONG BOTTOM
OF WEB
G
L0 1 SOUTH END
1" HOLE IN WEB AT DIAPHRAGM
CONNECTION H
L0 7 SOUTH END 1/2" HOLE IN WEB AT
DIAPHRAGM CONNECTION
H
TABLE 3: MAIN SPAN - DIAPHRAGM REPAIRS
PANEL
POINT
DIAPHRAGM
NO.
LOCATION DEFICIENCY REPAIR DETAIL
L1’ 1-2 NORTH SIDE
(2) HOLES: 1/2" HOLE IN TOP FLANGE,
1/2" HOLE IN WEB, WEST END
D
L3' 2-3 NORTH SIDE
7" x 2" HOLE IN TOP FLANGE WITH KNIFE
EDGE D
L3’ 3-4 NORTH SIDE 1/4" PINHOLE IN TOP FLANGE C
L3’ 6-7 NORTH SIDE
TOP FLANGE WITH HOLES AT THE ENDS AND
KNIFE EDGING THROUGHOUT D
L3’ 8-9 NORTH SIDE 1/2" HOLE IN TOP FLANGE D
L3’ 9-10 NORTH SIDE (2) HOLES: 1/2" HOLE IN BOTTOM FLANGE
AND TOP FLANGE DETERIORATED
C, D
L4’ 4-5 NORTH SIDE
WEB AT EAST CONNECTION WITH 1/2" HOLE
AND 6-3/8" HORIZONTAL CRACK
C
L7’ 9-10 NORTH SIDE
(2) HOLES: 2" x 3" HOLES IN TOP AND
BOTTOM OF WEB. TOP FLANGE WITH KNIFE
EDGE ADJACENT TO STRINGER 10
C
L7 9-10 NORTH AND
SOUTH SIDE
1/2" HOLE AND 1/4" HOLE IN WEB
ADJACENT TO STRINGER 10. BOTTOM FLANGE
WITH 1-1/2" HOLE AND 5" x 3" HOLE.
KNIFE EDGING AND PINHOLES ALONG TOP
FLANGE
E
L6 9-10 SOUTH SIDE 5" x 3" HOLE IN BOTTOM FLANGE AT EAST
END
C
L5 9-10 SOUTH SIDE
3/4" HOLE IN BOTTOM FLANGE; 1" x 1/2"
HOLE IN WEB BELOW EAST CONNECTION
ANGLE
B, C, REPLACE EAST
CONNECTION
ANGLE
L4 9-10 SOUTH SIDE
1/2" HOLE IN BOTTOM FLANGE; 3" HOLE IN
WEB, EAST END
B, C
L3 6-7 SOUTH SIDE 1-3/4" CRACK IN WEB BELOW CONNECTION
PLATE AT STRINGER 6
B
L3 7-8 NORTH SIDE (2) HOLES: 1/2" HOLE IN TOP FLANGE AT
BOTH ENDS
C
L3 9-10 SOUTH SIDE HOLE IN BOTTOM FLANGE E
L2 9-10 SOUTH SIDE
(2) HOLES: 1/2" HOLE IN TOP FLANGE,
1/2" HOLE IN WEB
E
L1 9-10 SOUTH SIDE
(3) HOLES: 5-1/2" x 2" IN TOP FLANGE, 3" x 4-1/2" IN BOTTOM FLANGE, 1/2"
HOLE IN WEB BELOW CONNECTION ANGLE AT
STRINGER 9
L0 5-6 SOUTH SIDE (3) 1/2" HOLES IN WEB B
S-501
S-501
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
DETAIL A - FLOORBEAM STIFFENER HOLE REPAIR
1 NTS
SCALE:
ELEVATION - MAIN SPAN DIAPHRAGM REPAIRS
1 1/2" = 1'-0"
SCALE:
CROSS SECTION - REPAIR ANGLE
3" = 1'-0"
SCALE:
DETAIL B - FLOORBEAM WEB HOLE REPAIRS
2 NTS
SCALE:
DETAIL C - BOTTOM FLANGE PARTIAL LENGTH REPAIR
4 NTS
SCALE:
DETAIL D - BOTTOM FLANGE FULL LENGTH REPAIR
5 NTS
SCALE:
DETAIL E - MAIN SPAN DIAPHRAGM REPLACEMENT
1 1/2" = 1'-0"
O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
DETAIL H - STRINGER WEB REPAIR
3 1 1/2" = 1'-0"
SCALE:
DETAILS F AND G - STRINGER REPAIRS AT TOP AND BOTTOM FLANGE
2 1 1/2" = 1'-0"
SCALE:
DECK JOINT SEAL REPLACEMENT
1 1 1/2" = 1'-0"
O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
DETAIL J - FASCIA STRINGER BOTTOM FLANGE REPAIR
2 1 1/2" = 1'-0"
SCALE:
DETAIL K - STRINGER BEARING STIFFENER REPAIR
3 3" = 1'-0"
SCALE:
DETAIL L - STRINGER END CONNECTION ANGLE REPAIR
1 1/2" = 1'-0"
SCALE:
DETAIL M - STRINGER WEB REPAIR AT 17S
1 1/2" = 1'-0"
SCALE:
DETAIL I - STRINGER 1 REPAIRS AT L0'
1 1 1/2" = 1'-0"
SCALE:
EAST TIE GIRDER REPAIR AT L0
6 3" = 1'-0"
O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
NORTH PIERS ELEVATION
1 1/16" = 1'-0"
SURFACE AREA OF CONCRETE SUBSTRUCTURE
PIER 17N
COLUMN
FACE
NORTH SOUTH EAST WEST TOTAL
SF SF SF SF SF
WEST 126 126 128 158 538
EAST 126 126 158 128 538
STRUT
FACE
NORTH SOUTH TOP BOTTOM TOTAL
SF SF SF SF SF
UPPER 372 372 164 112 1020
TOTAL AREA 2096
SURFACE AREA OF CONCRETE SUBSTRUCTURE
PIER 18N
COLUMN
FACE
NORTH SOUTH EAST WEST TOTAL
SF SF SF SF SF
WEST 101 101 95 125 422
EAST 101 101 125 95 422
STRUT
FACE
NORTH SOUTH TOP BOTTOM TOTAL
SF SF SF SF SF
UPPER 372 372 164 112 1020
TOTAL AREA 1864
NORTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
17 N
EAST E 8 5.5 44 2 A NEAR TOP 1
STRUT N 2 1.5 3 2 B 15' FROM EAST COL. 2
STRUT N 6.5 3.5 22.75 2 C 8' FROM WEST COL. 3
STRUT N 3.5 3.5 12.25 0.5 A NEAR CENTERLINE 4
NORTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
18 N
EAST E 1 0.5 0.5 0.5 A 3' ABOVE GRADE 1
EAST N 3 1.5 4.5 0.75 A MID HEIGHT 2
STRUT U 1.5 1.5 2.25 0.75 A NEAR WEST COL. 3
STRUT N 3 2 6 0.5 A NEAR WEST COL. 4
STRUT N 4 2.5 10 3 B 3' FROM EAST COL. 5
STRUT S 1.5 1 1.5 1 B ADJ. TO EAST COL. 6
STRUT S 4 3 12 2 B ADJ. TO EAST COL. 7
STRUT S 6 3 18 3 C ADJ. TO WEST COL. 8
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 17N
1/8" = 1'-0"
SCALE:
PIER 18N
2 1/8" = 1'-0"
NORTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
15 N
EAST W 1.5 0.5 0.75 0.5 A NEAR TOP 1
EAST W 6 1.5 9 1.5 C MID HEIGHT 2
WEST E 4 4.5 18 2 B 1/3 HEIGHT 3
STRUT S 3.5 3.5 12.25 2 C NEAR CENTERLINE 4
STRUT S 2 1 2 1.5 B NEAR CENTERLINE 5
STRUT S 5 2 10 2 B NEAR CENTERLINE 6
STRUT S 14 4 56 3 C ADJ. TO WEST COL. 7
STRUT S 3.5 4 14 2 B ADJ. TO WEST COL. 8
STRUT S 2 2 4 2 B ADJ. TO EAST COL. 9
STRUT S 2 3 6 2 B NEAR CENTERLINE 10
STRUT U 2 2 4 2.5 B
EAST OF
CENTERLINE
NORTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
16 N
EAST E 4 3 12 2.5 B NEAR TOP 1
EAST S 1 1 1 1 A NEAR TOP 2
WEST S 3 1.5 4.5 3.5 C NEAR TOP 3
WEST E 1 1 1 2 B NEAR TOP 4
STRUT N 5 2.5 12.5 1 A 5' FROM WEST COL. 5
STRUT N 1.5 1 1.5 0.5 A 5' FROM WEST COL. 6
STRUT N 6 5 30 0.5 A 15' FROM EAST COL. 7
STRUT N 2 2 4 3 C 5' FROM WEST COL. 8
STRUT N 2 2 4 1 A ADJ. TO WEST COL. 9
STRUT S 2.5 2.5 6.25 1 A NEAR CENTERLINE 10
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 15N
1/8" = 1'-0"
SCALE:
PIER 16N
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
13 N
S 2 2 4 0.5 A 8' ABOVE GRADE 1
E 8 6 48 4 C NEAR TOP 2
E 6 4 24 2 B AT 2/3 HEIGHT 3
NORTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
14 N
W 4 4 16 3 B NEAR TOP 1
W 5.5 5.5 30.25 1.5 A 15' ABOVE GRADE 2
W 2 2 4 2 A 2' ABOVE GRADE 3
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 13N
1 1/8" = 1'-0"
SCALE:
PIER 14N
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
11 N
EAST W 6 4.5 27 2 B 20' ABOVE GRADE 1
WEST N 0.5 0.5 0.25 0.75 A 5' ABOVE GRADE 2
WEST W 2 1 2 1 B NEAR TOP 3
STRUT N 2 2 4 1 B 8' FROM EAST COL. 4
STRUT N 1.5 1.5 2.25 1 B 5' FROM EAST COL. 5
STRUT S 3 3 9 2 C 5' FROM EAST COL. 6
STRUT S 2 2 4 1.5 B ADJ. TO WEST COL. 7
STRUT S 3 2 6 2 B NEAR CENTERLINE 8
NORTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
12 N
WEST N 0.5 0.5 0.25 1 A 15' ABOVE GRADE 1
WEST E 2 1 2 1 A 10' BELOW STRUT 2
WEST W 0.5 0.5 0.25 2 A NEAR TOP 3
WEST S 4 1 4 3 C MID HEIGHT 4
WEST S 0.5 0.5 0.25 1 A BELOW STRUT 5
EAST N 1.5 1 1.5 3 B 20' ABOVE GRADE 6
EAST N 1 1 1 2 A 10' ABOVE GRADE 7
EAST W 5 1 5 3 B NEAR TOP 8
EAST W 3 2.5 7.5 1 A MID HEIGHT 9
EAST S 4 2 8 1 A 15' BELOW STRUT 10
EAST E 3 3 9 1 A NEAR TOP 11
STRUT S 3 2.5 7.5 1 A NEAR EAST COL. 12
STRUT S 4 7.5 30 2 B 5' FROM WEST COL. 13
STRUT N 2 1 2 1 A NEAR CENTERLINE 14
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 11N
1 1/8" = 1'-0"
SCALE:
PIER 12N
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
9 N
EAST W 1 1 1 1 A 6' ABOVE GRADE 1
EAST N 1 1 1 0.5 B 30' ABOVE GRADE 2
EAST S 1 1 1 0.5 A 2/3 HEIGHT 3
WEST E 4 1 4 3 C 1/2 HEIGHT 4
WEST E 3 1 3 1 A 10' BELOW STRUT 5
WEST E 8 1 8 4 C 5' BELOW STRUT 6
WEST W 1 1 1 2 C NEAR TOP 7
WEST W 2 1 2 4 C 10' FROM TOP 8
WEST W 4 2 8 1 B AT GRADE 9
WEST N 1 1 1 1 A 15' BELOW STRUT 10
WEST S 8 2 16 3 B NEAR TOP 11
STRUT N 3 1 3 2 B NEAR CENTERLINE 12
STRUT N 10 8 80 4 C NEAR WEST COL. 13
STRUT N 1 1 1 1 A NEAR EAST COL. 14
STRUT S 3 3 9 1 A AT CENTERLINE 15
NORTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
10 N
EAST N 1 4 4 4 C 15' ABOVE GRADE 1
EAST W 1 1 1 1 A 10' BELOW STRUT 2
EAST W 1 1 1 1 A 15' ABOVE GRADE 3
EAST W 4 2 8 2 B 4' ABOVE GRADE 4
EAST W 2.5 2.5 6.25 2 B 10' ABOVE GRADE 5
EAST S 5 1.5 7.5 3 B 10' ABOVE GRADE 6
WEST W 2 4 8 4 C NEAR TOP 7
WEST W 1 1 1 0.5 A AT GRADE 8
WEST E 1 1 1 0.5 A 10' ABOVE GRADE 9
WEST E 0.5 0.5 0.25 0.25 A NEAR TOP 10
WEST E 3 1 3 1.5 A NEAR TOP 11
WEST S 1 1 1 4 C NEAR TOP 12
WEST S 1 1 1 0.5 A MID HEIGHT 13
STRUT S 15 40 600 1 B ENTIRE FACE 14
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 9N
1/8" = 1'-0"
SCALE:
PIER 10N
1/8" = 1'-0"
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
8 N
EAST N 1 1 1 1 A AT GRADE 1
EAST W 6.5 10 65 3 C 5' BELOW STRUT 2
EAST S 1 1 1 1 A 1/3 HEIGHT 3
WEST S 1 1 1 1 A NEAR TOP 4
WEST E 7 4 28 3 C 15' BELOW STRUT 5
STRUT N 4 1 4 2 B NEAR TOP 6
STRUT N 7 8 56 4 C ADJ TO WEST COL. 7
STRUT S 3 5 15 1.5 B 3' FROM WEST COL. 8
STRUT S 5 4.5 22.5 1 A 10' FROM WEST COL. 9
STRUT S 1.5 0.5 0.75 1 A 10' FROM WEST COL. 10
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 8N
1 1/8" = 1'-0"
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
7 N
EAST W 6 6 36 2 B BELOW STRUT 1
EAST W 5 5 25 2 B 10' BELOW STRUT 2
EAST W 4 7 28 3 B MID HEIGHT 3
EAST W 3 1.5 4.5 2 A AT GRADE 4
WEST S 1 2 2 2 A 10' ABOVE GRADE 5
WEST E 3 5 15 3 B 4' BELOW STRUT 6
WEST E 2 1 2 2 B 30' ABOVE GRADE 7
WEST W 1 1 1 0.5 A AT GRADE 8
STRUT S 1.5 1.5 2.25 2 B EAST OF MID SPAN 9
STRUT S 2.5 2.5 6.25 3 B 3' FROM EAST COL. 10
STRUT S 2 2 4 1 A 10' FROM EAST COL. 11
STRUT S 1.5 0.5 0.75 1 A 10' FROM EAST COL. 12
STRUT S 3 5 15 2.5 C 6' FROM WEST COL. 13
STRUT S 3 3 9 1 A 15' FROM EAST COL. 14
STRUT N 1 1 1 0.5 A 2' FROM WEST COL. 15
STRUT N 8 4.5 36 2 C ADJ.TO WEST COL. 16
STRUT N 1 1 1 1 A NEAR CENTERLINE 17
BOT
STRUT
S 2 2 4 1 A NEAR CENTERLINE 18
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 7N
A
R K
PIER
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
6 N
EAST S 1 1 1 3 B 40' ABOVE GRADE 1
EAST S 1 1 1 1 A NEAR TOP 2
EAST E 1 1 1 1 A 2/3 HEIGHT 3
EAST E 1 1 1 1 A 36' ABOVE GRADE 4
EAST E 1.5 1 1.5 0.5 A NEAR TOP 5
EAST W 4 4 16 2.5 C 20' ABOVE GRADE 6
WEST S 2.5 2.5 6.25 1.5 C 40' ABOVE GRADE 7
WEST E 2 4 8 3 C BELOW STRUT 8
NORTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
6 N
WEST E 1 1 1 1 A 12' BELOW STRUT 9
STRUT N 4 4 16 3 C ADJ. TO WEST COL. 10
STRUT N 2 6 12 2 B NEAR CENTERLINE 11
STRUT N 1.5 4 6 1.5 B ADJ. TO EAST COL. 12
STRUT N 3 5 15 1 B ADJ. TO EAST COL. 13
STRUT S 5 3 15 2 C ADJ. TO WEST COL. 14
STRUT S 1 2 2 1 A ADJ. TO EAST COL. 15
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 6N
A
R K
PIER
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
5 N
EAST W 2 3 6 3 B MID HEIGHT 1
EAST W 1 0.5 0.5 1 A 2' BELOW STRUT 2
EAST W 5 5 25 3 B 40' ABOVE GRADE 3
EAST W 1 1 1 1 A 8' ABOVE GRADE 4
EAST S 1 1 1 2 A NEAR TOP 5
WEST S 1 1 1 1 A NEAR TOP 6
WEST E 1 1.5 1.5 5 C NEAR TOP 7
WEST N 1 1 1 5 C NEAR TOP 8
STRUT N 3 4 12 2 C NEAR CENTERLINE 9
STRUT N 7 4 28 3 C NEAR CENTERLINE 10
NORTH APPROACH PIER SPALL REPAIR
M A
R K
PIER
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
5N
STRUT N 1.5 1.5 2.25 1.5 B NEAR CENTERLINE 11
STRUT S 2 1 2 1 A 2' FROM WEST COL. 12
STRUT S 5 1 5 1.5 A 1' FROM WEST COL. 13
STRUT S 4 1 4 0.5 A NEAR CENTERLINE 14
STRUT S 3 4 12 3 B 3' BELOW STRUT 15
STRUT S 1 1 1 3 C 4' BELOW STRUT 16
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 5N
A
R K
PIER
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
4 N
WEST W 2 3 6 2 A 5' BELOW STRUT 1
WEST W 1.5 1 1.5 1 A 25' ABOVE GRADE 2
WEST W 1 1 1 1 A 35' ABOVE GRADE 3
WEST S 1 1 1 2 B 15' BELOW TOP 4
WEST S 1 1 1 4 C NEAR TOP 5
STRUT N 1 1 1 1.5 A
WEST OF
CENTERLINE
STRUT N 1 2 2 0.5 A 10' FROM EAST COL. 7
STRUT N 7 7 49 2.5 C NEAR WEST COL. 8
STRUT N 2 1 2 1 A 10' FROM WEST COL. 9
STRUT N 2 1 2 1 A 8' FROM EAST COL. 10
NORTH APPROACH PIER SPALL REPAIR
M A
R K
PIER
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
4 N
STRUT N 12 7 84 2 B 10' FROM EAST COL. 11
STRUT S 10 10 100 3 C NEAR EAST COL. 12
STRUT S 1 1 1 1 A 5' FROM WEST COL. 13
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 4N
A
R K
PIER
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
3 N
EAST W 3 3 9 2.5 B 10' BELOW STRUT 1
EAST N 1 1 1 1 B NEAR TOP 2
WEST W 1 1 1 0.5 A 8' ABOVE GRADE 3
WEST N 1 1 1 1 A 40' FROM TOP 4
STRUT N 2 2 4 2 B ADJ. TO WEST COL. 5
STRUT N 6 7 42 3 C ADJ. TO EAST COL. 6
STRUT N 3 1 3 1 A NEAR CENTERLINE 7
STRUT N 3 1.5 4.5 1.5 B NEAR WEST COL. 8
STRUT N 3 1 3 2 B NEAR CENTERLINE 9
STRUT N 1.5 1 1.5 1 A NEAR CENTERLINE 10
NORTH APPROACH PIER SPALL REPAIR
M A
R K
PIER
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
3 N
STRUT N 8 3 24 1 A NEAR WEST COL. 11
STRUT S 9 3 27 1 A NEAR CENTERLINE 12
STRUT S 5 7 35 1 A 5' FROM EAST COL. 13
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 3N
A
R K
PIER
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
2 N
EAST N 1 1 1 1 A 20' ABOVE GRADE 1
EAST E 1 4 4 0.5 A NEAR TOP 2
EAST E 2 1 2 2 B NEAR TOP 3
EAST E 2 3 6 2 B 35' BELOW TOP 4
EAST E 5 3 15 2 C MID HEIGHT 5
EAST E 3 1 3 1 A MID HEIGHT 6
EAST E 1 1 1 0.5 A MID HEIGHT 7
EAST E 1 1 1 1 A 1/3 HEIGHT 8
EAST E 1.5 1.5 2.25 1 A 20' BELOW STRUT 9
EAST W 3 3 9 1 A 20' ABOVE GRADE 10
NORTH APPROACH PIER SPALL REPAIR
M A
R K
PIER
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
2 N
WEST E 1 1 1 1 A 7' BELOW OF STRUT 11
STRUT N 1 0.75 0.75 1.5 B 6' FROM EAST COL. 12
STRUT N 4 1 4 1.5 B ADJ. TO EAST COL. 13
STRUT N 2 2.5 5 1 B 20' FROM WEST COL. 14
STRUT S 1.5 2.5 3.75 1 B ADJ. TO EAST COL. 15
STRUT S 3 1 3 1 A WEST OF MID SPAN 16
STRUT S 1 1.5 1.5 1 A EAST OF MID SPAN 17
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 2N
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
1 N
WEST W 0.5 1.0 0.5 6.0 C 2' ABOVE BOT. 1
WEST N 1.0 1.0 1.0 1.5 B 75' FROM BOT. 2
WEST S 0.5 4.0 2.0 12.0 C 15' FROM TOP 3
WEST E 1.0 10.0 10.0 1.5 B 15' FROM TOP 4
EAST W 1.0 5.0 5.0 4.0 C SW EDGE AT TOP 5
EAST W 4.0 3.0 12.0 2.0 B 40' FROM TOP 6
EAST S 4.0 3.5 14.0 1.5 B 10' ABOVE BOT. 7
EAST S 0.6 11.0 6.6 2.0 B AT TOP 8
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 1N NORTH ELEVATION
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
1 N
WEST W 0.5 1.0 0.5 6.0 C 2' ABOVE BOT. 1
WEST N 1.0 1.0 1.0 1.5 B 75' FROM BOT. 2
WEST S 0.5 4.0 2.0 12.0 C 15' FROM TOP 3
WEST E 1.0 10.0 10.0 1.5 B 15' FROM TOP 4
EAST W 1.0 5.0 5.0 4.0 C SW EDGE AT TOP 5
EAST W 4.0 3.0 12.0 2.0 B 40' FROM TOP 6
EAST S 4.0 3.5 14.0 1.5 B 10' ABOVE BOT. 7
EAST S 0.6 11.0 6.6 2.0 B AT TOP 8
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 1N SOUTH ELEVATION
O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
SOUTH PIERS ELEVATION
1 1/16" = 1'-0"
SOUTH APPROACH PIER SPALL REPAIR
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTIONPIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
1 S
WEST N 1.0 1.0 1.0 2.0 B 12' FROM BOT. 1
WEST N 1.0 4.0 4.0 2.0 B 34' FROM BOT. 2
WEST N 1.0 3.0 3.0 2.0 B 39' FROM BOT. 3
WEST N 3.0 2.0 6.0 1.5 B 37' FROM BOT. 4
WEST N 2.0 7.0 14.0 1.5 B 4' FROM TOP 5
WEST N 1.0 0.8 0.8 1.5 B 6' FROM TOP 6
WEST N 2.5 0.5 1.3 2.0 B TOP EDGE 7
EAST W 2.0 4.0 8.0 2.0 B 65' FROM BOT. 8
EAST S 1.2 15.0 18.0 1.5 B 2' FROM TOP 9
EAST S 1.0 2.0 2.0 1.0 A 7' FROM TOP 10
EAST N 1.5 1.0 1.5 1.0 A 10' FROM TOP 11
STRUT S 4.0 1.0 4.0 1.5 B BOTTOM EDGE 12
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
:SCALE:
PIER 1S NORTH ELEVATION
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTIONPIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
1 S
WEST N 1.0 1.0 1.0 2.0 B 12' FROM BOT. 1
WEST N 1.0 4.0 4.0 2.0 B 34' FROM BOT. 2
WEST N 1.0 3.0 3.0 2.0 B 39' FROM BOT. 3
WEST N 3.0 2.0 6.0 1.5 B 37' FROM BOT. 4
WEST N 2.0 7.0 14.0 1.5 B 4' FROM TOP 5
WEST N 1.0 0.8 0.8 1.5 B 6' FROM TOP 6
WEST N 2.5 0.5 1.3 2.0 B TOP EDGE 7
EAST W 2.0 4.0 8.0 2.0 B 65' FROM BOT. 8
EAST S 1.2 15.0 18.0 1.5 B 2' FROM TOP 9
EAST S 1.0 2.0 2.0 1.0 A 7' FROM TOP 10
EAST N 1.5 1.0 1.5 1.0 A 10' FROM TOP 11
STRUT S 4.0 1.0 4.0 1.5 B BOTTOM EDGE 12
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
:SCALE:
PIER 1S SOUTH ELEVATION
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
2 S
EAST E 2.0 1.0 2.0 1.5 B NEAR TOP 1
EAST E 1.0 1.0 1.0 1.0 A
10' BELOW STRUT
BOT.
EAST W 8.0 4.0 32.0 5.0 C 8' BELOW STRUT BOT. 3
EAST W 14.0 7.0 98.0 3.0 C
15' BELOW STRUT
BOT.
WEST E 0.8 0.8 0.6 1.0 A AT GRADE 5
WEST E 0.3 0.5 0.1 0.5 B AT GRADE 6
WEST S 3.5 1.5 5.3 2.0 B NEAR TOP 7
STRUT N 3.0 2.0 6.0 2.5 C 10' FROM WEST COL. 8
STRUT N 2.0 2.0 4.0 2.0 B 6' FROM WEST COL. 9
STRUT N 1.0 2.0 2.0 1.0 A 8' FROM WEST COL. 10
SOUTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
2 S
STRUT N 1.0 2.0 2.0 1.0 A ADJ. TO WEST COL. 11
STRUT N 2.5 3.0 7.5 1.5 B 10' FROM EAST COL. 12
STRUT S 4.5 4.0 18.0 2.5 B 10' FROM EAST COL. 13
STRUT S 3.0 2.0 6.0 2.5 B MID SPAN 14
STRUT S 1.0 2.0 2.0 2.0 B 6' FROM WEST COL. 15
STRUT S 2.0 2.5 5.0 2.0 B ADJ. TO WEST COL. 16
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 2S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
3 S
EAST E 1.0 1.0 1.0 1.0 B 5' ABOVE GRADE 1
WEST S 1.0 1.0 1.0 1.0 A 45' ABOVE GRADE 2
WEST S 0.5 1.0 0.5 1.0 A
15' BELOW STRUT
BOT.
WEST S 2.0 1.0 2.0 2.0 A NEAR TOP 4
WEST E 1.0 1.0 1.0 1.0 A AT GRADE 5
WEST W 1.0 1.0 1.0 2.0 A 16' BELOW TOP 6
STRUT N 3.0 1.0 3.0 1.0 A ADJ. TO WEST COL. 7
STRUT N 16.0 7.0 112.0 3.0 C ADJ. TO WEST COL. 8
STRUT S 8.0 8.0 64.0 3.0 C ADJ. TO WEST COL. 9
BOT STRUT TOP 2.5 4.0 10.0 4.0 C CENTER OF STRUT 10
BOT STRUT S 1.0 1.0 1.0 2.0 B ADJ. TO EAST COL. 11
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 3S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
4 S
EAST N 4.0 8.0 32.0 2.5 C BELOW STRUT
WEST S 2.0 2.0 4.0 2.0 B NEAR TOP
WEST E 1.0 1.0 1.0 0.5 A NEAR TOP
STRUT S 8.0 4.5 36.0 2.5 B MID SPAN
STRUT S 3.0 4.0 12.0 1.0 B ADJ. TO EAST COL.
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 4S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
5 S
EAST W 3.0 3.0 9.0 1.5 A 40' ABOVE GRADE
WEST E 1.5 1.5 2.3 2.5 B AT GRADE
WEST E 1.5 1.5 2.3 2.5 B 20' ABOVE GRADE
WEST W 1.0 1.0 1.0 1.0 B NEAR TOP
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 5S
5S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
6 S
EAST N 1.0 1.0 1.0 1.0 A 35' ABOVE GRADE
EAST S 1.0 1.0 1.0 1.0 A 35' ABOVE GRADE
WEST N 1.0 1.0 1.0 1.0 A NEAR TOP
WEST S 1.0 1.0 1.0 1.0 B 30' ABOVE GRADE
WEST S 1.0 1.0 1.0 1.0 A 25' ABOVE GRADE
WEST S 1.0 1.0 1.0 1.0 A 28' ABOVE GRADE
WEST S 1.0 1.0 1.0 2.0 A 7' BELOW TOP
WEST S 1.0 1.0 1.0 0.5 A NEAR TOP
WEST W 1.5 1.0 1.5 1.5 B NEAR TOP
WEST W 1.0 1.0 1.0 1.0 A 45' ABOVE GRADE
SOUTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
6 S
STRUT N 1.0 1.0 1.0 1.0 A ADJ. TO WEST COL.
STRUT S 4.0 4.0 16.0 2.5 B ADJ. TO WEST COL.
STRUT S 4.0 2.0 8.0 1.0 A MID SPAN
STRUT S 3.0 1.0 3.0 2.5 B MID SPAN
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 6S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
7 S
EAST W 1.5 1.0 1.5 2.0 B 25' ABOVE GRADE
EAST W 1.0 1.0 1.0 0.5 A AT GRADE
EAST W 4.0 4.0 16.0 3.0 C AT GRADE
EAST S 1.0 1.0 1.0 2.0 B BELOW STRUT
EAST S 1.0 1.0 1.0 2.5 C NEAR TOP
WEST S 1.0 1.0 1.0 1.0 B 20' ABOVE GRADE
STRUT N 6.0 4.0 24.0 3.0 C 2' FROM EAST COL
STRUT S 8.5 4.5 38.3 3.0 C ADJ. TO WEST COL
STRUT S 1.0 1.0 1.0 3.0 C MID SPAN
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 7S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
8 S
EAST W 15.0 5.0 75.0 2.0 C BELOW STRUT
EAST W 5.5 4.0 22.0 2.5 C MID HEIGHT
WEST W 1.0 1.0 1.0 1.5 B NEAR TOP
WEST N 1.0 1.5 1.5 1.0 B NEAR TOP
STRUT N 2.5 1.5 3.8 2.0 C 10' FROM EAST COL
STRUT N 11.0 5.0 55.0 2.0 C ADJ. TO EAST COL
STRUT S 1.0 1.0 1.0 0.8 A 5' FROM WEST COL
STRUT S 2.0 8.0 16.0 3.0 C 3' FROM WEST COL
STRUT S 1.0 1.0 1.0 0.8 A 5' FROM WEST COL
STRUT S 3.0 2.0 6.0 3.0 C 3' FROM EAST COL
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 8S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
9 S
EAST E 1.0 0.8 0.8 1.0 A 2/3 HEIGHT
EAST W 3.0 1.5 4.5 2.0 B TOP
EAST W 1.0 1.0 1.0 1.0 A 5' FROM TOP
EAST W 3.0 1.5 4.5 1.0 A 5' ABOVE GRADE
WEST E 1.5 3.0 4.5 1.5 B 3' BELOW STRUT
STRUT N 3.0 4.0 12.0 2.0 B
10' FROM WEST
COL
STRUT N 1.5 1.0 1.5 2.0 B MID SPAN
STRUT S 4.0 4.0 16.0 2.0 B 8' FROM WEST COL
STRUT S 2.0 3.0 6.0 1.0 B 10' FR WEST COL *
STRUT S 8.0 5.5 44.0 1.0 B 10' FROM EAST COL
STRUT S 1.0 1.0 1.0 2.0 B 10' FROM EAST COL
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 9S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER FACE WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
10 S
EAST N 10.5 3.0 31.5 2.0 C MID HEIGHT 1
EAST N 5.0 1.0 5.0 2.0 C 15' ABOVE GRADE 2
EAST S 3.0 4.0 12.0 3.0 C TOP 3
EAST E 6.0 1.0 6.0 2.0 C 15' ABOVE GRADE 4
WEST S 1.0 1.0 1.0 3.0 C 15' BELOW TOP 5
WEST S 1.0 1.0 1.0 0.5 A BELOW STRUT 6
WEST E 3.0 5.0 15.0 1.5 B 6' ABOVE GRADE 7
STRUT S 1.5 1.5 2.3 2.0 C 3' FROM WEST COL 8
STRUT S 3.0 1.0 3.0 1.5 B
10' FROM WEST
COL
STRUT S 1.5 1.0 1.5 0.8 B TOP MID SPAN 10
STRUT S 4.0 1.0 4.0 2.0 C 4' FROM EAST COL 11
STRUT S 4.5 4.5 20.3 3.5 C MID SPAN 12
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 10S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
12 S
EAST N 1.0 1.0 1.0 1.0 B 15' BELOW TOP
STRUT Bot 1.5 2.0 3.0 2.5 C ADJ. TO EAST COL
STRUT Bot 1.0 1.0 1.0 0.5 A 8' FROM EAST COL
STRUT N 1.0 1.0 1.0 0.8 A MID SPAN
STRUT S 1.0 1.0 1.0 2.0 B ADJ. TO EAST COL
SOUTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
11 S
EAST E 1.0 0.5 0.5 0.8 A 12' ABOVE GRADE
EAST W 1.0 1.0 1.0 1.0 A MIDHEIGHT
WEST S 1.0 0.3 0.3 0.5 A 12' ABOVE GRADE
STRUT N 3.0 1.5 4.5 2.0 C 10' FROM WEST COL
STRUT N 2.0 0.8 1.5 1.5 C 7' FROM WEST COL
STRUT S 0.8 0.3 0.2 0.5 B MID SPAN
STRUT S 0.8 0.8 0.6 1.0 B ADJ TO EAST COL
STRUT S 2.5 0.8 2.0 1.0 B MID SPAN
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 11S
1/8" = 1'-0"
SCALE:
PIER 12S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
13 S
EAST S 1.0 1.0 1.0 1.5 B TOP CORNER
WEST E 1.0 1.0 1.0 0.8 A 5' ABOVE GRADE
WEST E 1.0 1.0 1.0 1.5 B TOP
WEST N 1.0 1.0 1.0 3.0 C TOP
STRUT N 4.0 1.0 4.0 3.0 C TOP
STRUT S 1.0 1.0 1.0 1.0 B MID SPAN
SOUTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
14 S
SOUTH S 4.0 12.5 50.0 4.0 C
WEST W 1.0 1.0 1.0 1.0 A 12' ABOVE GRADE
STRUT S 10.0 7.0 70.0 3.0 C ADJ. TO WEST COL
STRUT S 1.5 1.0 1.5 2.0 C 8' OFF OF EAST COL
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 13S
1/8" = 1'-0"
SCALE:
PIER 14S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
15 S
WEST S 2.0 1.0 2.0 2.0 B 10' ABOVE GRADE
WEST S 3.0 10.0 30.0 1.5 B 10' ABOVE GRADE
WEST S 2.0 1.0 2.0 1.0 A AT STRUT INTERFACE
STRUT S 6.0 1.0 6.0 2.0 B 2' OFF OF WEST COL
STRUT S 4.0 1.0 4.0 2.5 C 12' OFF OF WEST COL
STRUT S 5.3 1.0 5.3 1.0 A 12' OFF OF WEST COL
SOUTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
16 S
EAST S 1.0 1.0 1.0 0.5 A MID HEIGHT
EAST S 1.5 1.5 2.3 9.0 C TOP
EAST W 1.0 1.0 1.0 1.0 A 3' ABOVE GRADE
EAST W 2.0 1.0 2.0 1.0 A NEAR GRADE
WEST S 1.0 1.0 1.0 1.0 A TOP
WEST S 2.0 1.0 2.0 1.0 A 3' ABOVE GRADE
WEST S 2.0 1.0 2.0 2.0 B 7' ABOVE GRADE
WEST E 1.0 1.0 1.0 1.0 A TOP
STRUT N 8.0 4.0 32.0 4.0 C 8' OFF OF WEST COL
STRUT S 3.0 1.0 3.0 1.5 B ADJ. TO WEST COL
STRUT S 1.0 1.0 1.0 1.5 B CENTER OF STRUT
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 15S
1 1/8" = 1'-0"
SCALE:
PIER 16S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
17 S
EAST N 1.0 1.0 1.0 2.0 B TOP
EAST S 2.0 1.5 3.0 1.5 B BELOW STRUT
WEST E 15.0 20.0 300.0 1.5 B ENTIRE EAST FACE
WEST S 2.0 1.0 2.0 1.0 B TOP
WEST S 2.0 1.0 2.0 1.5 B BOTTOM
STRUT N 2.0 1.0 2.0 1.0 B
TOP @ EAST COL 6
STRUT S 4.5 2.0 9.0 2.0 C 10' OFF OF WEST COL
SOUTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
18 S
1 N 2.0 1.0 2.0 1.5 B TOP
2 E 3.0 1.5 4.5 2.0 B TOP
3 W 2.0 1.0 2.0 2.0 B TOP
3 W 2.0 1.0 2.0 1.0 A TOP
3 N 1.5 1.0 1.5 0.5 A MIDHEIGHT
STRUT N 1.0 1.0 1.0 0.5 A TOP
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 17S
1/8" = 1'-0"
SCALE:
PIER 18S
A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
19 S
2 N 3.0 1.0 3.0 2.5 C TOP
4 E 2.0 1.0 2.0 2.0 B BOTTOM
STRUT N 2.0 1.0 2.0 2.0 B
E. SIDE @ COL 1 AND
SOUTH APPROACH PIER SPALL REPAIR
M A
R K
COLUMN
STRUT
SPALLS
REPAIR
METHOD
LOCATION
DESCRIPTION
PIER
FACE
WIDTH (ft) HEIGHT (ft) AREA (ft^2) DEPTH (in)
20 S
3 E 2.0 0.5 1.0 1.0 A TOP
3 E 2.0 1.0 2.0 1.5 B TOP
3 W 4.0 4.0 16.0 2.0 B MID HEIGHT
3 S 3.0 1.0 3.0 2.5 C TOP
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:
PIER 19S
1 1/8" = 1'-0"
SCALE:
PIER 20S
Re
REFERENCE DRAWING
FOR REFERENCE ONLY
| Reference Drawings.pdf |
| ReferenceDwgs |
| 5253 |
| 5254 |
| 5255 |
| 5256 |
| 5259 |
| 5260 |
| 5261 |
| 5264 |
| 5268 |
| 5269 |
| SGBR Steel Design.pdf |
| Sheets and Views |
| CS-101 COVER SHEET |
File details come from the government source that posted it.