IFB W912BU21B0014-Dwgs.pdf
PDF 8 MB Posted
- Attached to
- St. Georges Substructure Bridge Repair Federal contract opportunity
- Solicitation number
- W912BU21B0014
About this file
This document outlines a solicitation for a firm fixed price contract to repair concrete substructures of bridges in St. George, Delaware. The U.S. Army Corps of Engineers, Philadelphia District, will award a contract to remove and replace approximately 10,000 square feet of severely deteriorated concrete across 20 piers and abutments. The work includes options for additional repairs on the south side. The solicitation will be available on SAM.gov and bids are due in fall 2021, with work to be completed by summer 2023. Liquidated damages and Davis Bacon wage rates apply. Respondents must comply with veterans' employment reporting and SAM registration requirements. The estimated value is between $1-5 million.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C.04.01 - ABSTRACT_W912BU21B0014-W912BU21C0075.pdf | ||
| D.01.03 - Award Notice - post to Betasam.gov.pdf | ||
| W912BU21B0014-Specs.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
OF WORK
LOCATION
IFB W912BU21B0014
CONCRETE SUBSTRUCTURE REPAIRS
DELAWARE
C S
C
O V
E R
S
H E
E T d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
W
C
A S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I L
N
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
P
O
F
E
N G
I N
E E
R S
P H
I L A
D E
L P
H I
D
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r c h
CS-001
C O
V E
R
S
H E
E T
J M
C J M
C
M J D
D A
N
ST. GEORGES BRIDGE
ST. GEORGES, NEW CASTLE COUNTY
J U
Y
LOCATION MAP
OF PROJECT
LOCATION
VICINITY MAP
SCALE: NTS SCALE: NTS
DRAWING INDEX REFERENCE DRAWING INDEX
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
SCALE:
VIEW NAME
X/X":1'-0"
X-101
X-101
1 a
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
S
G
E N
E R
A L
I N
F O
R M
A T
I O
N
S
H E
E T d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-001
G E
N E
R A
L
I N
F O
R M
A T
I O
N
S
H E
E T
J M
C J M
C
M J D
D A
N
P
L A
N
V
I E
W d w g-
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-101
P L
V
E
W
J M
C J M
C
M J D
D A
N
SCALE:
PLAN
NTS
SCALE:
ELEVATION
NTS
S
N
O R
T
P
R O
A C
H
P
I E
N d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-401
N O
R T
H
A
P P
R O
A C
H
P
I E
T
O
N
O P
T I O
N
J M
C J M
C
M J D
D A
N
O
W N
SCALE:
NORTH PIERS ELEVATION
1 1/16" = 1'-0"
PIER 2N - SPALLS AND DELAMINATIONS
Pier Col/ Strut Face
W (ft) H (ft) Area (SF)
Location
2N East S 3 3 9
60' above ground
2N East E 1 0.5 1
20' above ground
2N East E 4 3 12
5' above ground
2N East E 4 4 16
30' above ground
2N East W * * 300 *Varies, total 33% of face
2N East W 0.5 1 1 northwest corner
2N East W 1 1 1
15' above ground
2N East W 3 3 9
20' above ground
2N East W 1 1 1
3/4 Height
2N Total 349
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-402
P I E
R
N
R
E P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 2N
1 1/8" = 1'-0"
PIER 3N - SPALLS AND DELAMINATIONS
Pier Column Face
W (ft) H (ft) Area (SF)
Location
3N East W 4.5 4 18
70' above ground
3N East W 4.5 5 22.5
75' above ground
3N West N 1 20 20
40' above ground
3N West S 4 5 20
40' above ground
3N West S 3 3 9
40' above ground
3N West E 1.5 20 30
20-40' above ground
3N West W 1 20 20
15' above ground
3N Strut S 2 2 4 west side at bottom
3N Total 144
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-403
P I E
R
N
R
E P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 3N
1/8" = 1'-0"
PIER 4N - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
4N East W 7 8 56 extending from bottom of strut
4N West S 2 3 6 top, southeast corner
4N Total 62
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-404
P I E
R
N
R
E P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 4N
PIER 5N - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
5N East S 5 1 5
At top
5N East W 3 20 60 15' below strut
5N Total 65
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-405
P I E
R
N
R
E P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 5N
PIER 6N - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
6N East S 1 1 1 near pier top
6N East S 1 1 1 near pier top
6N East E 4 22 88
30' above ground
6N East E 3.5 10 35 extending 6" from southeast corner, 1' below top
6N East W 6 12 72
20' above ground
6N West S 3.5 35 122.5
40' above ground
6N West S 4.5 3 13.5 top, behind drain
6N West S 6 20 120 below strut
6N West E 3.5 35 122.5
6N West E 6 15 90 below strut, adjacent to 6x20 at S. face
6N Strut N 1.5 4 6
5' below top, 6" from east column
6N Strut N 12.5 6 75 extends from bottom, east of centerline, with spall
6N Strut N 4 4 16
7" below top, just west of centerline
6N Strut N 4 4 16 near west column
6N Strut N 3 2 6 3' from bottom near west column
6N Strut S 6 4 24 below first bracket from west column
6N Total 809
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-406
P I E
R
N
R
E P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 6N
PIER 7N - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
7N East W 2 10 20 at bottom
7N East W 6 8 48
40' above ground (1/2 Height)
7N East W 6 15 90 begins 7' below strut
7N West E 3 6 18 at delam 30' above ground
7N West E 4 4 16 30' below strut
7N West E 6 10 60 at delam 4' below strut
7N Strut N 5.5 4 22
W of center of strut, extending from top
7N Strut N 2 2 4 2' from west column
7N Strut N 10 4.5 45
1.5’ below top, near west column
7N Strut S * * 222
*Varies, total 50% of face with
Delaminations
7N Total 545
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-407
P I E
R
N
R
E P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 7N
PIER 8N - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
8N East N 2 1 2 top of column
8N East W 6.5 10 65 3' down from strut
8N East W 4 5 20 below strut, centered on pier face
8N West S 4 4 16 southwest corner, near top of repair
8N West S 1 1 1 at top southeast
8N West E 9 4 36 15' down from strut
8N West E 3 3 9 adjacent to 9x4
8N Strut N 37 3 111 at east column
8N Strut N 7 8 56 west end near top
8N Strut S 18.5 5.5 101.75 west half of strut
8N Total 418
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-408
P I E
R
N
R
E P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 8N
PIER 9N - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
9N East S 1 1 1 at top
9N East W 3 5 15
40' above ground
9N West N 3 4 12 mid height
9N West N 2.5 6 15 below strut
9N West S 0.66 3 2
12' below top on west edge
9N West S 8 4 at top of east corner
9N West E 6 5 30 10' below strut
9N West W 4 4 16 bottom of column
9N West W 1 2 2
10' below top on south edge
9N West W 5 5 25 top of column
9N Strut N 8 5 40
Midspan and midheight of the strut
9N Strut N 10 8 80 west of centerline
9N Strut Bot 3 3 9 6' from west column
9N Strut S 8 2
16 bottom, 2' from west Column
9N Strut S 8 8 64 at centerline
9N Total 359
PIER 10N - SPALLS AND DELAMINATIONS
Pier Column Face
W (ft) H (ft) Area (SF)
Location
10N East N 1 4 4
15' above ground on west corner
10N East N 2 8 16 top of column
10N East S 10 1.5 15
SW corner, 10' above ground
10N East W 28 6 168 most of entire face
10N East W 4 2 8
4' above ground
10N West N 3 3 9
10' above ground
10N West S 7.5 27.25 204.375 above ground to midheight
10N West S 4.5 1 4.5 at top
10N West S 1 1 1 sw corner, at top
10N West E 5 6 30
10' above ground
10N West E 4 12 48 10’ below the strut
10N West E 4 4 16 5' below strut
10N West W 4 3.5 14
20' above ground
10N West W 2 4 8 south edge, 5' below top
10N West W 6 7 42 at top
10N Strut S * * 277.5 *Varies, 75% of entire face
10N Strut Bot 4 4 16 underside, at east column
10N Strut Bot 2 2 4 underside, 10' from west column
10N Total 885
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-409
P I E
R
N
A
P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 9N
1 1/8" = 1'-0"
SCALE:
PIER 10N
2 1/8" = 1'-0"
PIER 11N - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
11N
East W
5 4 20
20' above ground
11N
East W
2 2 4
30' above ground
11N
West N
1 1 1 below the strut
11N
West N
1 1 1 below the strut
11N
West S
3.5 5 17.5 midheight, west corner
11N
West E
17 5 85 from midheight to bottom of strut
11N
West W
5 5 25
5' below top
11N
West W
2 1 2
8" below top
11N
Strut N
4 1.5 6 top, 1' away from east column
11N
Strut N
2 2 4 5' from east column
11N
Strut N
2 2 4 8' from east column
11N
Strut S
2 2 4 adjacent to west column, midstrut
11N
Strut S
2 2 4 in delam adjacent to west column
11N
Strut S
3 3 9 east of center
11N Strut S 3 3 9 in delam 5' from east column w/ perimeter saw cut
11N
Strut S
0.5 2 1
Top edge to east column
11N Total 197
PIER 12N - SPALLS AND DELAMINATIONS
Pier Column Face
W (ft) H (ft) Area (SF)
Location
12N
East N
2 2 4
10' above ground in patch
12N
East N
3 2 6 midheight in patch
12N
East N
1 1.5 1.5 near midheight in patch w/ hairline cracking
12N
East NW
3 1 3 North of West face below strut
12N
East NW
5 1 5 at top corner
12N
East S
5 1.5 7.5 15' below strut
12N
East E
5 3 15 at top w/ 4' x 3' delam
12N
East W
1 1.5 1.5
10' above ground, north edge
12N
East W
1 2 2
15' above ground, north edge
12N
East W
3 2.5 7.5 at midheight
12N
East W
1.5 4 6 below strut along north edge
12N
East W
1 5 5 at top
12N
West N
1.5 3 4.5
15' below top at northwest corner
12N
West N
1 5 5
10' from pier top (just below strut)
12N
West S
6 6 36
15' above ground
12N
West S
1.5 4 6
10' below top
12N
West E
5 5 25
5' above ground
12N
West E
1 5 5
10' above ground at corner
12N
West E
4 3 12
10' above ground
12N
West E
4 2 8
15' above ground
12N
West E
1 3 3
20' above ground
12N
West E
3 1.33 3.99 just below strut
12N
West W
5 16 80 up to 16' above ground
12N
West W
3 1 3 1’ below the strut
12N
West W
5 4 20 at pier top
12N
Strut N
4 2.5 10 adjacent to east column at top
12N
Strut N
8 4 32 middle of strut at top
12N
Strut N
5 3 15 West of center at bottom
12N
Strut S
5 8 40 5' from west column
12N
Strut S
2.5 2 5
Mid height
12N
Strut S
3 2.5 7.5 east side (at pipe in strut)
12N Total 385
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-410
P I E
R
P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 11N
1 1/8" = 1'-0"
SCALE:
PIER 12N
PIER 13N - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
13N
S
6 4 24
5.5' above ground
13N
S
6 6 36
13' above ground
13N
S
4 3 12
2' below top, behind downspout
13N
E
2.5 6 15
18' above ground
13N
E
6 4 24
2/3 height of column
13N
E
1 1 1 2’ below the bottom strut
13N
E
5 8 40
Top of the column
13N
W
2 2 4
10' above ground
13N
W
4 4 16
12' above ground
13N
W
4 4 16
20' above ground
13N
W
2 2 4
15' below top, adjacent to wood used as spacer between pier and conduit
13N
W
3 3.5 10.5
6' below top
13N Total 203
PIER 14N - SPALLS AND DELAMINATIONS
Pier Column Face
W (ft) H (ft) Area (SF)
Location
14N S 0.5 3 1.5
Mid height
14N E 4 4 16
Mid height
14N E 2 2 4 6’ below the strut
14N E 0.5 3 1.5
5' below top
14N W 2 1.5 3
2' above ground
14N W 5.5 4.5 24.75
15' above ground
14N W 5 4 20 top of column
14N Total 71
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-411
P I E
R
P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 13N
1 1/8" = 1'-0"
SCALE:
PIER 14N
PIER 15N - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
15N East N 1 1 1 mid height
15N East S 1 4 4 below strut
15N East W 6 17 102 full face
15N West N 2 6 12
1' below top, at top drainpipe connection
15N West N 3 1.5 4.5
1' below top, above top drainpipe connection
15N West E 5 4 20
5' above ground
15N West E 2.5 4 10 below strut
15N West W 4 5 20
15' above ground
15N West W 2.5 2 5
9' below top
15N Strut N 5 1.5 7.5 at center
15N Strut N 2 1.5 3 at west column
15N Strut S 12 5 60 adjacent to west column
15N Strut S 2 1 2 bottom edge centerline
15N Strut S 4 2 8 in delam at centerline
15N Strut S 4 4 16 adjacent to east column at top
15N Strut Bot 7 2 14 east of centerline
15N Total 289
PIER 16N - SPALLS AND DELAMINATIONS
Pier Column Face
W (ft) H (ft) Area (SF)
Location
16N
East N
3 2 6 top of column
16N
East E
1 3 3
10' below top
16N
East E
5 5 25 top of column
16N
West N
1 1 1 near midheight
16N
West N
4 2 8 top of column, adj to strut
16N
West S
4 1 4
3' below top behind downspout
16N
West S
4 2 8 top of column
16N
West E
6 5 30
Top, at spall
16N
West W
6 6 36 top of column
16N
Strut N
1.5 2 3 near east column
16N
Strut N
2 2 4 2' from east column
16N
Strut N
6 5 30 15' from east column
16N
Strut N
2 2 4 2' west of center
16N
Strut N
2 2 4 5' from west column
16N
Strut N
1.25 0.5 0.625 5' from west column
16N
Strut N
5 2.5 12.5 within large delam. 5' from west column
16N
Strut N
2 2 4 adjacent to west column near bottom edge of strut
16N
Strut S
1 1 1 Center of strut
16N
Strut S
2.5 2.5 6.25 centerline, in delam area
16N
Strut
Top 2 1.5 3 adjacent to west column
16N Total 193
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-412
P I E
R
P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 15N
1 1/8" = 1'-0"
SCALE:
PIER 16N
2 1/8" = 1'-0"
NTS
15N
PIER 17N - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
17N
East N
3 3 9 at top
17N
East E
5 20 100 entire face
17N
West N
2 3.5 7
20' above ground
17N
West S
2 4 8 at bottom
17N
East S
1 3 3 1’ below strut on east column
17N
Strut N
4 3 12 6' from east column
17N
Strut N
2 2 4 10' from east column
17N
Strut N
4 4 16 centerline, in delam
17N
Strut N
5 5 25 top of strut, 8' from west column
17N
Strut N
6.5 3.5 22.75 top of strut, 8' from west column
17N
Strut N
2 3 6 8' from west column, bottom of face
17N
Strut N
5 4 20
2’ from west col top of face
17N
Strut S
2 2 4 8' from west column
17N
Strut S
2 4 8 12' from west column
17N
Strut S
5.5 2 11 at centerline
17N
Strut S
2.5 2.5 6.25 1' from east column
17N Total 262
PIER 18N - SPALLS AND DELAMINATIONS
Pier Column Face
W (ft) H (ft) Area (SF)
Location
18N
East N
1.5 6 9 midheight
18N
East N
1.5 3 4.5 at top
18N
East S
6 4 24 bottom of column
18N
East W
4 10 40 midheight
18N
East W
1 4 4 midheight, on north edge
18N
West N
2 1 2 northeast corner, top of column
18N
West S
2 2 4 at midheight
18N
Strut N
9 3 27 at east column
18N
Strut N
1 1 1 10’ from east column
18N
Strut N
2.5 3 7.5 10' from west column on bottom
18N
Strut N
2 1 2 8’ from west column
18N
Strut N
1 0.5 0.5
At the west column mid height
18N
Strut S
6 3 18 in delam adjacent to west column
18N
Strut S
2.5 2.5 6.25
12' from west end, near bottom edge
18N
Strut S
5 4 20 bottom edge at centerline
18N
Strut S
3.5 2 7 10' from east column
18N
Strut S
4 3 12 adjacent to east column
18N Total 189
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-413
P I E
R
P
A I R
S
J M
C J M
C
M J D
D A
N
SCALE:
PIER 17N
1/8" = 1'-0"
SCALE:
PIER 18N
PIER 19N - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
19N
1 S
1 2 2 at strut
19N
1 E
3 3 9 at top of column
19N
1 W
1.5 2 3 top, under strut construction joint
19N
3 W
2.5 2 5 at top of pier
19N
4 N
1 4 4 at top of pier
19N
4 W
1 1 1
8' above ground
19N
4 NW
1 2 2 at top of pier
19N
Strut N
1 1 1 8’ from column 4
19N Total 25
PIER 20N - SPALLS AND DELAMINATIONS
Pier Column Face
W (ft) H (ft) Area (SF)
Location
20N
2 S
3 4 12
5’ above ground
20N
3 E
3 4 12
3’ above ground
20N
1 NW
1 1 1
Top of column 1
20N
Strut N
2 1 2
Top of west corner
20N
Strut N
1.5 1.5 2.25 1’ east from column 3
20N
Strut S
1 1 1 2’ from west end
20N Total 30
NORTH ABUTMENT - SPALLS AND DELAMINATIONS
Pier
W (ft) H (ft) Area (SF)
Location
NA 3 1 3
Column 1 behind drainpipe
NA 6 2 12 Strut between column 1 & 2
NA 2 2 4 wall between column 1&2 near bottom
NA 4 4 16
wall between column 1&2 near top
NA 2 4 8 column 2
NA 3 2 6 strut between column 2&3
NA 2 3 6 strut between column 2&3
NA 6 2 12 column 3
NA 3.5 2 7 wall between column 3&4
NA 1 3 3 wall between column 3&4
NA 2.5 2 5 wall between column 3&4
NA 2 1 2 strut between column 3&4
NA 4 2 8 column 4
NA Total 92
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-414
P I E
R
N
R
B U
T M
E N
T
R
E P
A I R
S
J M
C J M
C
M J D
D A
N
O
W N
SCALE:
PIER 19N
1 1/8" = 1'-0"
SCALE:
PIER 20N
2 1/8" = 1'-0"
SCALE:
NORTH ABUTMENT
3 1/8" = 1'-0"
S
O U
P
R O
A C
H
P
I E
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-416
S O
U T
H
A
P P
R O
A C
H
P
I E
T
O
S
J M
C J M
C
M J D
D A
N
O
W N
SCALE:
SOUTH PIERS ELEVATION
1 1/16" = 1'-0"
PIER 2S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
2S East E 4 6 24
1' below top and 6" from southeast corner
2S East N 2 8 16
10' above ground
2S East S 6 10 60
5' below top
2S East S 1 10 10
10' below strut along corner
2S East W 8 20 160 centerline of column, 15' below strut
2S Strut Bot. 5 2 10 2' from east column
2S Strut Bot. 2 4 8
6" from south edge, 15' from east column
2S Strut N 3 3 9 7' from bottom, 10' from west column
2S Strut N 2 2 4
6' below top of strut, 6' from west column
2S Strut N 2 2 4
6' below top of strut, 8' from west column
2S Strut N 2 2 4 east of west column
2S Strut N 3 3 9
5' below top, 10' from east column
2S Strut N 3 2 6
3' from bottom of strut, 10' from west column
2S Strut N 1 1 1
2' below top of strut, 6' from west column
2S Strut S * * 313 *Various, Total 60% of face
2S West E 10 10 100 10' below strut
2S West N 2 6 12
10' above ground
2S West S 6 6 36
1' below top
2S Total 786
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-417
P I E
R
S
R
E P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 2S
PIER 3S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
3S East S 1 18 18 at ground level
3S East W 8 18 144
At ground
3S East W 7 8 56 extending from bottom of strut 8'
3S Strut Bot. 14 3 42 5' from west
3S Strut N 18.5 14 259 west half of strut
3S Strut S 2 2 4 15' from east column
3S Strut S 14 9 126
1' from bottom of strut, extending from west column
3S West S 2 2 4
2' below top
3S West S 0.5 0.5 0.25 10' below strut
3S West W 1 1 1
16' below top, southwest corner
3S Total 654
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-418
P I E
R
S
R
E P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 3S
PIER 4S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
4S East N 5 10 50 west edge, 4' above ground
4S East S 1 1 1 southwest corner, at top
4S East W 13 6 78
5' below strut, below repair
4S East W 1 10 10 at ground level, along north edge
4S Strut Bot 2 1 2 south edge, at center
4S Strut N 1 1 1 top, west of center
4S Strut N 4 4 16 2' from bottom, 5' from west column
4S Strut N 8 3 24 top west corner
4S Strut S 8 5 40 centerline
4S Strut S 4 4 16 mid height, 10' from the east
4S Strut S 5 4 20 adjacent to east column
4S Strut S 2 5 10 at west column
4S Strut S 5 4 20 east of center, 2' from bottom
4S West E 1 1 1
1' below top, 6" from northeast corner
4S West N 1 1 1 at northeast corner at top
4S West S 3 3 9
5' below top
4S West S 2 2 4 at top southeast corner
4S West W 5 5 25 at top
4S Total 328
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-419
P I E
R
S
R
E P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 4S
PIER 5S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
5S East W 4 3 12 10' below strut
5S East W 5 4 20
40' above ground
5S Strut N 4 4 16 3' from east column
5S Strut N 4 3 12 8' from east column
5S Strut S 20 10 200 west end
5S Strut S 10 10 100 east end
5S West E 6 26 156 at south edge, 20' above ground
5S West E 1 10 10 top, south of strut
5S West N 2 5 10
20' above ground, on east Corner
5S West S 1 10 10
20' above ground, along corner
5S West S 5 5 25
20' above ground
5S Total 571
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-420
P I E
R
S
R
E P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 5S
PIER 6S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
6S East W 6 3 18 3' below strut
6S Strut S 10 10 100 at center
6S Strut S 2 2 4
5' From west end, at top
6S West E 6 6 36 10' from strut
6S West S 8 2 16 at bottom of strut
6S West S 4 4 16 at top
6S West W 2 2 4
8" below top
6S Total 194
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-421
P I E
R
S
R
E P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 6S
PIER 7S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
7S East N 1 1 1
6' from the top
7S East S 5 5 25
25' above ground at Ssouthwest corner
7S East S 2 2 4 at top southwest edge
7S East S 3 3 9
10' below top
7S East W 1 2 2
At top, southwest Corner
7S East W 8 5 40
25' above ground adjacent to crack in southwest corner
7S East W 5 10 50 at ground level
7S East W 1 3 3
10' below top
7S West E 5 4 20
10' above ground
7S West S 4 4 16
10' above ground
7S Strut N * * 188 *Various, total 50% of face
7S Strut S 9 5 45 at top, near west column
7S Strut S 4 4 16 near center
7S Strut S 5 2 10 at top, adjacent to east column
7S Total 429
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-422
P I E
R
S
R
E P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 7S
PIER 8S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
8S East N 3 3 9 2' below strut
8S East N 1 3 3 5' below strut
8S East S 5 10 50
10’ above ground
8S East W 6 15 90 from bottom of strut down 15'
8S East W 6 20 120 mid height
8S East W 6 13 78 at ground level
8S Strut N 11 5 55 at east column
8S Strut S 4 7 28 at west column
8S Strut S 4 3 12 3' from east column
8S West N 1 2 2 at top northeast corner
8S West W 1 2 2 top north corner
8S Total 449
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-423
P I E
R
S
R
E P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 8S
PIER 9S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
9S East E 6 2 12
2/3 height
9S West E 4 8 32 4' below strut
9S West E 5 11 55 mid height
9S East E 2 2 4
15' below top
9S Strut N 3 4 12 at pipe support angle near west column
9S Strut N 1 1 1
W of center, at top
9S Strut S 5 4 20 8' from west column
9S Strut S 3 3 9 9' from west column
9S Strut S 11 5 55 10' from east column in delam
9S East W 4 8 32
5' above ground
9S East W 6 7 42 1' below strut
9S Total 274
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-424
P I E
R
S
R
E P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 9S
PIER 10S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
10S East E 1 11 11 midheight
10S East E 5 1 5
15' above ground
10S East N 10 3 30 midheight at northeast edge
10S East N 1.5 5 7.5
15' above ground at northwest edge
10S East N 1 4 4
15' above ground, at west edge
10S East S 3 3 9 at top continuing onto west face
10S East S 4 5 20
5' below top
10S East W 4 4 16 10' below strut
10S East W 4 10 40
15' above ground
10S Strut S 5 5 25 10' from east column
10S Strut S 3 3 9 3' from west column
10S Strut S 4 2 8 10' from west column
10S Strut S 5 7 35 at top near centerline
10S Strut S 14 2 28 from east column, to strut center line
10S Strut S 3 3 9 12' from west column
10S West E 4 5 20 in delam
10S West W 2.5 5 12.5
5' from the top
10S Total 289
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-425
P I E
R
P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 10S
PIER 11S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
11S East S 1 4 4 at bottom of strut
11S East W 1 1 1
Midheight
11S East W 2 4 8
4' below top
11S Strut N 3 6 18
10' from west column at unsound repair
11S Strut N 2 2 4 7' from west column
11S Strut N 2 2 4 4' from west column
11S Strut N 3 3 9
Midheight at west column
11S Strut N 4 7 28 6' from east
11S Strut N 2 1 2 centerline, at bottom
11S Strut S 2.5 2 5
Top, 10' east of west column
11S Strut S 2 2 4 Centerline at bottom
11S Strut S 4 5 20
7' from east column at bottom and continues to the strut underside (4’ W x 2’L)
11S Strut S 1.5 2 3 adjacent to west column
11S Strut S 3 3 9 centerline of bridge
11S Strut S 3 4 12 centerline of bridge top corner above repair
11S Total 131
PIER 12S - SPALLS AND DELAMINATIONS
Pier Col/ Strut Face
W (ft) H (ft) Area (SF)
Location
12S East N 4 10 40
5' above ground
12S East N 1 5 5
5' above ground
12S East W 1 15 15
At ground level, north edge
12S Strut Bot. 3 3 9 at east column
12S Strut S 3 2 6 adjacent to east column near top edge
12S Total 75
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-426
P I E
R
P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
C P
C D
A N
SCALE:
PIER 11S
1 1/8" = 1'-0"
SCALE:
PIER 12S
PIER 13S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
13S East S 2 4 8 at southwest edge 10' below top
13S East SW 3 2 6
Top corner
13S Strut N 4 3 12 at west end of top edge
13S Strut N 6 3 18
East of centerline, 2' below top
13S Strut S 2 1 2
South bottom corner at mid-span of strut
13S West E 2 2 4
At top, southeast edge
13S West N 1 1 1
Top east edge
13S Total 51
PIER 14S - SPALLS AND DELAMINATIONS
Pier Col/ Strut Face
W (ft) H (ft) Area (SF)
Location
14S East S 4 4 16
2' above ground
14S East W 1 5 5 at ground, southwest edge
14S Strut N 2 4 8 Centerline
14S Strut S 12 7 84 at west column
14S Strut S 1 1 1 Bottom of strut, 8' from east column
14S Strut S 2 2 4 8' from east column
14S Strut S 3 5 15
Just east of centerline, 1' below top
14S West S 4 12.5 50 at top
14S West E 1 12 12 at top, south edge
14S West W 5 17 85 at midheight
14S West W 4.5 6 27
5' below top
14S West W 1 4 4 at top, south edge
14S Total 311
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-427
P I E
R
P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 13S
1 1/8" = 1'-0"
SCALE:
PIER 14S
PIER 15S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
15S Strut S 6 1 6 2' from west column
15S Strut S 7 3 21 12' from west column in delam
15S Strut S 3 1 3
12' from east column, near top
15S Strut S 1 1 1 7' from east column
15S West S 3 9 27
10' above ground
15S West S 2 4 8 SE corner, near strut bottom
15S Total 66
PIER 16S - SPALLS AND DELAMINATIONS
Pier Col/ Strut Face
W (ft) H (ft) Area (SF)
Location
16S East S 2 2 4
Top column, southeast corner
16S East W 4 4 16
3' above ground
16S Strut N 8 5 40 8' from west column
16S Strut N 2.5 1 2.5
Top of strut, 3' from west column
16S Strut N 3 1 3
Top of strut, 3' from west column
16S Strut N 3 2 6
Top of strut, 3' from west column
16S Strut S 3 1 3 at top, adjacent to east column
16S Strut S 5 6 30 centerline, at bottom
16S Strut S 6 3 18
Mid-span at bottom goes into underside 9"
16S West S 2 2 4
2' below top of column
16S West S 3 7 21
3' from the ground assoc. w/ 2.67’ x 7.75’ x
1.5" delam.
16S Total 148
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-428
P I E
R
P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 15S
1 1/8" = 1'-0"
SCALE:
PIER 16S
PIER 17S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
17S East E 7 5 35
Starting 2' above ground
17S East E 2 2 4 at top, S edge
17S East N 2 1 2 at top northwest corner
17S East S 2 1 2 below strut
17S East S 2 8 16 at ground
17S East S 4 3 12 top of column, southeast corner
17S East S 5 1 5 below strut, on east edge
17S East S 4 3 12 midheight
17S East W 1 2 2 at top, north edge
17S East W 1 5 5 at top, south edge
17S Strut Bot. 1.5 0.75 1.125 East of centerline
17S Strut N 2 5 10 adjacent to east column, top 2 ft
17S Strut S 5 2 10
10' from west column at top
17S Strut S 4 6 24
10' from east column (entire face of strut)
17S Strut S 5 1.5 7.5
5' from east column at top edge
17S Strut S 2 2 4
15' from west column (top of strut)
17S West S 4 3 12
Top of column, full width
17S West S 4 7 28 bottom of column
17S West E 1 2 2
8' above ground
17S West E 5 12 60 bottom repair area
17S Total 254
PIER 18S - SPALLS AND DELAMINATIONS
Pier Col/ Strut Face
W (ft) H (ft) Area (SF)
Location
18S 2 E 3 5 15 5' below strut
18S 1 N 2 1 2 top
18S 3 E 3 1 3 midheight at north edge
18S 3 N 3 2 6 middle
18S 3 W 3 3 9 8' from bottom strut
18S 3 W 4 4 16 at spall below strut
18S Strut S 3 1 3 at top of column 4
18S Strut
Top &
N
3 1 3 above column 4
18S Total 57
S
P
I E
R
P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-429
P I E
R
P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 17S
1 1/8" = 1'-0"
SCALE:
PIER 18S
PIER 19S - SPALLS AND DELAMINATIONS
W (ft) H (ft) Area (SF)
Location
19S 2 N 4 3 12
1.5’ below top
19S 2 S 3 3 9
1.5' below top
19S 3 W 2.5 2 5 below strut
19S 4 E 2 1 2 at top
19S 4 W 3.5 2 7 below Strut
19S Strut N 3 2 6 east side, between Columns 1 & 2
19S Total 41
PIER 20S - SPALLS AND DELAMINATIONS
Pier Col/ Strut Face
W (ft) H (ft) Area (SF)
Location
20S 2 W 4 4 16 below strut
20S 2 W 3 4 12 5' below strut
20S 3 E 7 3 21 top half of column
20S 3 N 3 3 9
6' below top
20S 3 S 7 3 21
Top
20S 3 W 3 3 9 below strut
20S 3 W 4 3.5 14 6' below strut
20S 4 E 2 3 6
4' below top
20S 4 N 5 3 15 at top
20S Strut N 7 1 7
East of column 2, bottom edge of strut
20S Strut S 4 3 12 between 2 and 3, west of 3, 1' below top
20S Strut
Top
4 3 12
Top at column 4 along south edge and north edge
20S Strut
Undersi de
7 1.5 10.5 between columns 2 and 3
20S Total 165
SOUTH ABUTMENT - SPALLS AND DELAMINATIONS
Pier Face
W (ft) H (ft) Area (SF)
Location
SA
btw Col
1&2
6 4 24 adjacent to column 1
SA
btw Col
1&2
3 3 9 at top adjacent to column 1
SA
btw Col
2&3
2 4 8
1' below bridge seat, adjacent to Col 3
SA
btw Col
3&4
2 2 4
2.5' above ground, west of mid-panel
SA Col 2 3.5 3 10.5 at top of column
SA Col 3 3 2 6 top of column
SA Col 4 1 0.5 0.5 in delam
SA Col 4 2 2 4
3' above ground
20S Total 66
S
P
I E
S
U
U
T M
E N
T
R
E P
A I R
S d w g
I F
B
W
B
U
B
S T
G
E O
R G
E S
N
S
T L
E
C
O U
N T
Y
D E
L A
W A
R E
ST
. G
EO
RG
ES
B
RI
DG
E
CO
NC
RE
TE
S
UB
ST
RU
CT
UR
E
RE
PA
IR
S
US Army Corps of Engineers
Philadelphia District
D E
S C
R I P
T I O
N
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 E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
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
D A
T E
B Y
M A
R K
B Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L A
D E
L P
H
S
T R
I C
T
P H
I L A
D E
L P
H I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
A C
T I O
N A
C T
I O
N D
A T
E
SHEET NUMBER
w w w n a p u s a c e a r m y m i l x
A r
S-430
P I E
S
U
U
T M
E N
T
R
E P
A I R
S
O P
T I O
N
J M
C J M
C
M J D
D A
N
SCALE:
PIER 19S
1/8" = 1'-0"
SCALE:
PIER 20S
1/8" = 1'-0"
SCALE:
SOUTH ABUTMENT
| St. Georges Bridge Substructure Repairs_07-23.pdf |
| Sheets and Views |
| CS-001 COVER SHEET |
| S-001 GENERAL INFORMATION SHEET |
| S-101 PLAN VIEW |
| SITE |
| ELEVATION |
| S-401 NORTH APPROACH PIERS 2N TO 20N |
| NORTH PIERS |
| S-402 PIER 2N REPAIRS |
| PIER 2N |
| 2N |
| S-403 PIER 3N REPAIRS |
| PIER 3N |
| 3N |
| S-404 PIER 4N REPAIRS |
| PIER 4N |
| 4N |
| S-405 PIER 5N REPAIRS |
| PIER 5N |
| 5N |
| S-406 PIER 6N REPAIRS |
| PIER 6N |
| 6N |
| S-407 PIER 7N REPAIRS |
| PIER 7N |
| 7N |
| S-408 PIER 8N REPAIRS |
| PIER 8N |
| 8N |
| S-409 PIER 9N AND 10N REPAIRS |
| PIER 9N |
| PIER 10N |
| 9N |
| 10N |
| S-410 PIER 11N AND 12N REPAIRS |
| PIER 11N |
| PIER 12N |
| 11N |
| 12N |
| S-411 PIER 13N AND 14N REPAIRS |
| PIER 13N |
| PIER 14N |
| 13N |
| 14N |
| S-412 PIER 15N AND 16N REPAIRS |
| PIER 15N |
| PIER 16N |
| 15N |
| 16N |
| S-413 PIER 17N AND 18N REPAIRS |
| PIER 17N |
| PIER 18N |
| 17N |
| 18N |
| S-414 PIER 19N, 20N AND NORTH ABUTMENT REPAIRS |
| PIER 19N |
| PIER 20N |
| 19N |
| 20N |
| NORTH ABUTMENT |
| S-416 SOUTH APPROACH PIERS 1S TO 21S |
| SOUTH PIERS |
| S-417 PIER 2S REPAIRS |
| PIER 2S |
| 2S |
| S-418 PIER 3S REPAIRS |
| PIER 3S |
| 3S |
| S-419 PIER 4S REPAIRS |
| PIER 4S |
| 4S |
| S-420 PIER 5S REPAIRS |
| PIER 5S |
| 5S |
| S-421 PIER 6S REPAIRS |
| PIER 6S |
| 6S |
| S-422 PIER 7S REPAIRS |
| PIER 7S |
| 7S |
| S-423 PIER 8S REPAIRS |
| PIER 8S |
| 8S |
| S-424 PIER 9S REPAIRS |
| PIER 9S |
| 9S |
| S-425 PIER 10S REPAIRS |
| PIER 10S |
| 10S |
| S-426 PIER 11S AND 12S REPAIRS |
| PIER 11S |
| PIER 12S |
| 11S |
| 12S |
| S-427 PIER 13S AND 14S REPAIRS |
| PIER 13S |
| PIER 14S |
| 13S |
| 14S |
| S-428 PIER 15S AND 16S REPAIRS |
| PIER 15S |
| PIER 16S |
| 15S |
| 16S |
| S-429 PIER 17S AND 18S REPAIRS |
| PIER 17S |
| PIER 18S |
| 17S |
| 18S |
| S-430 PIERS 19S, 20S AND SOUTH ABUTMENT REPAIRS |
| 19S |
| 20S |
| PIER 19S |
| PIER 20S |
| SOUTH ABUTMENT |
| SA |
Reference Drawings Attachment final.pdf
| 2021-08-24T14:15:03-0400 | |
| SOSNA.MATTHEW.R.1384570670 |
| 2021-08-24T14:52:21-0400 | |
| MOFFATT.BARBARA.F.1228997893 |
| 2021-08-24T15:20:47-0400 | |
| CLAPP.CHRISTINE.D.1228846372 |
File details come from the government source that posted it. Updated .