Plans_-_NP-COLO_1B37,_1D46.pdf
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- Attached to
- Colonial National Historical Park Federal contract opportunity
- Solicitation number
- 693C73-18-B-000028
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Results_of_Bid_Opening_-_NP-COLO_1B37,_1D46.pdf | ||
| FP14_Eng.pdf | ||
| Halfway_Creek_As-Built.pdf | ||
| Bridge_Inspection_Report_STR__4290-011P.pdf | ||
| Kings_Creek_As-Built.pdf | ||
| Bridge_Inspection_Report_STR__4290-022P.pdf | ||
| Bridge_Inspection_Report_STR__4290-012P.pdf | ||
| Felgate's_Creek_As-Built.pdf | ||
| Certification_Program_for_Bridge_Temporary_Works.pdf | ||
| VETS-4212_Form.pdf | ||
| NEPA_(Categorical_Exclusion_Form).pdf | ||
| ADV_Bidder's_Qualifications_Form.doc | DOC document | |
| IFB_Solicitation_-_NP-COLO_1B37,_1D46.pdf | ||
| Synopsis_-_NP-COLO_1B37,_1D46.doc | DOC document |
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Text version
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g n
NO. DATE BY REVISIONS NO. DATE BY REVISIONS
GENERAL NOTES:
Concrete: 150 pcf.
Lap splices 30 bar diameters unless otherwise shown.
Furnish reinforcing steel conforming to AASHTO M 31 (ASTM A615), Grade 60 deformed.
Provide 2-inch cover for reinforcing steel unless otherwise noted.
CONSTRUCTION:
Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.
Use uncoated reinforcing steel unless otherwise noted.
-inch, unless otherwise noted.4 3Chamfer exposed edges
SCOPE OF WORK:
R01
No scale
A C
T U
A L F I L E R
C O
L O
B
D
G N .D
G N
AASHTO H15
GENERAL NOTES AND INDEX
Contact utility companies and locate all utilities before proceeding work.
conditions.
configuration of the surrounding area, adjust dimensions of the work to fit existing dimensions of the proposed work in this Contract are dependent on the dimensions of
Verify all controlling field dimensions before ordering or fabricating any material. Where
AD
Joint Repair Detail
Concrete Repair Detail
Concrete Repair - Span 3 Reflective Deck
Concrete Repair - Span 1 Reflective Deck
Concrete Repair - Bent 3
Concrete Repair - Bent 2
Concrete Repair - Bent 1
Felgate's Creek Bridge Typical Section
Felgate's Creek Bridge Plan and Elevation
Concrete Repair - Pier 6 Reflective Deck
Concrete Repair - Pier 12 East Face
Concrete Repair - Pier 12 West Face
Concrete Repair - Pier 11 East Face
Concrete Repair - Pier 11 West Face
Concrete Repair - Pier 10 East Face
Concrete Repair - Pier 10 West Face
Concrete Repair - Pier 9 East Face
SHEET NO. SHEET TITLESPECIFICATIONS:
Design:
Construction:
DESIGN LOADS:
Dead loads:
Live loads:
MATERIALS:
Reinforcing Steel:
Structural Concrete:
SHEET NO. SHEET TITLE
AASHTO LRFD Bridge Design Specifications, Seventh Edition, 2014 with 2016 Interim Revisions.
INDEX OF BRIDGE PLAN SHEETS
Concrete Repair - Pier 9 West Face
Concrete Repair - Pier 8 East Face
Concrete Repair - Pier 8 West Face
Concrete Repair - Pier 7 East Face
Concrete Repair - Pier 7 West Face
Concrete Repair - Pier 6 East Face
Concrete Repair - Pier 6 West Face
Concrete Repair - Pier 5 East Face
Concrete Repair - Pier 5 West Face
Concrete Repair - Pier 4 East Face
Concrete Repair - Pier 4 West Face
Concrete Repair - Pier 3 East Face
Concrete Repair - Pier 3 West Face
Concrete Repair - Pier 2 East Face
Concrete Repair - Pier 2 West Face
Kings Creek Bridge Typical Section
Kings Creek Bridge Plan and Elevation
Scupper Extension Detail
Concrete Repair - Span 15 Reflective Deck Plan
Concrete Repair - Span 13 & 14 Reflective Deck Plan
Concrete Repair - Span 12 Reflective Deck Plan
Concrete Repair - Span 10 & 11 Reflective Deck Plan
Concrete Repair - Span 9 Reflective Deck Plan
Concrete Repair - Span 7 Reflective Deck Plan
Concrete Repair - Span 5 & 6 Reflective Deck Plan
Concrete Repair - Span 4 Reflective Deck Plan
Concrete Repair - Span 1 Reflective Deck Plan
Concrete Repair - Abutment 2 North Face
Concrete Repair - Pier 14 South Face
Concrete Repair - Pier 14 North Face
Concrete Repair - Pier 13 South Face
Concrete Repair - Pier 13 North Face
Concrete Repair - Pier 12 South Face
Concrete Repair - Pier 12 North Face
Concrete Repair - Pier 11 South Face
Concrete Repair - Pier 10 South Face
Concrete Repair - Pier 10 North Face
Concrete Repair - Pier 9 South Face
Concrete Repair - Pier 9 North Face
Concrete Repair - Pier 8 South Face
Concrete Repair - Pier 8 North Face
Concrete Repair - Pier 7 South Face
Concrete Repair - Pier 7 North Face
Concrete Repair - Pier 6 South Face
Concrete Repair - Pier 6 North Face
Concrete Repair - Pier 5 South Face
Concrete Repair - Pier 5 North Face
Concrete Repair - Pier 4 South Face
Concrete Repair - Pier 3 South Face
Concrete Repair - Pier 3 North Face
Concrete Repair - Pier 2 South Face
Concrete Repair - Pier 2 North Face
Concrete Repair - Pier 1 South Face
Concrete Repair - Abutment 1 South Face
Halfway Creek Bridge Typical Section
Halfway Creek Bridge Plan and Elevation
General Notes and Index
Furnish Class A(AE) concrete and Shotcrete, unless otherwise noted.
1. Clean and seal the deck surface.
Schedule D: Structure Numbers 4290-011P, 4290-012P, 4290-022P at top of deck.
fill, clean and reseal joints, and perform structural concrete injection at construction joints
2. Install riprap at West Abutment, fill undermining at sout side drainage flume with flowable beams, abutments, and deck underside. Remove cofferdams.
1. Install cofferdams, locate and repair all deteriorated concrete on the bent caps, diaphragms, Schedule C: Structure Number 4290-011P - Felgate's Creek Bridge over the piers.
2. Clean and reseal joints at abutments, and replace compression seal joints repair sagging utility conduit.
1. Locate and repair all deteriorated concrete on the piers, deck underside, abutments and
Schedule B: Structure Number 4290-012P - Kings Creek Bridge
2. Clean and reseal deck joints.
beams, and diaphragms. Install scupper extensions.
1. Locate and repair all deteriorated concrete on the piers, deck underside, abutments, Schedule A: Structure Number 4290-022P - Halfway Creek Bridge
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
41932
222535 VA NP-COLO 1B37, 1D46
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Phillip BoinskeAD PCB of
DATE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
BRP NO.BRIDGE PLAN SHEET
COLONIAL NATIONAL HISTORICAL PARK
BRP-1257
KINGS CREEK BRIDGE, FELGATE'S CREEK BRIDGE
REHABILITATION OF HALFWAY CREEK BRIDGE,
74 June 2018 u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d
Bridge Length: 750'-0"
PLAN AND ELEVATION
50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0"
750'-0"
WEST ELEVATION
PLAN
25'-0"
(Typ.)
R02
Elev. 19.40
Sta. 810+75
Begin Bridge
Elev. 19.04
Sta. 818+25
End Bridge
L Colonial ParkwayC
(Typ.)
Concrete repair pier joint (Typ.)
Clean and reseal
Abutment 1LC
Pier 1LC
Pier 2LC
Pier 3LC
Pier 4LC
Pier 5LC
Pier 6LC
Pier 7LC
Pier 8LC
Pier 9LC
Pier14LC
Abutment 2LC
Pier 10LC
Pier 11LC
Pier 12LC
A C
T U
A L F I L E R
H a lf w a y
C r e e k P
E .D
G N
Halfway creek
Elev. 19.40
Sta. 810+75
Begin Bridge
-10
-20
MWL : 0.57
MWH : 3.0
-30
Elev. 19.04
Sta. 818+25
End Bridge
50'-0" 50'-0"
N
1" = 30'-0"
(Typ.)
Exist. scupper, to be extended
50'-0"50'-0"
Pier 13LC line
Existing ground
Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix
1. See "AS-BUILT" plans.
Note:
Varies
(See Note 1)
JEG
HALFWAY CREEK BRIDGE
SCHEDULE A AND D
Clean and seal deck surface limit surface
Clean and seal deck
STATE PROJECT
NUMBER
SHEET
NO.NO.
41932 222535
NPSPMIS
VA NP-COLO 1B37, 1D46
AD Phillip BoinskePCB
Structure Number
DATE
U.S. DEPARTMENT OF TRANSPORTATION
BRP-1257
4290-022P
74of June 2018 u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d
CL Structure
TYPICAL SECTION
AD
36'-0"
C
1'-7"
"4 38'-6 "4
38'-6 "4 38'-6 "4
38'-6
3'-0"
(Typ.)
1'-9"
(Typ.)
EXTENSION DETAIL")
(See "SCUPPER
Extend scupper
16'-6" 16'-6"
R03
L Colonial Parkway
A C
T U
A L F I L E R
H a lf w a y C r e e k T y p
X S .D
G N
16'-6"1'-6" 13'-4" 7" 3'-1" 1'-0"
TYPICAL SECTION
" = 1'-0"2
29'-10"
Superstructure
Existing Concrete seat (Typ.)
Existing bearing
Substructure
Existing Concrete
(See Note 1)
Varies Varies
(See Note 1)
1. See "AS-BUILT" plans.
Note:
EXTENSION DETAIL")
(See "SCUPPER Extend scupper
Clean and seal deck surface limit
HALFWAY CREEK BRIDGE
SCHEDULE A AND D
surface Clean and seal deck
STATE PROJECT
NUMBER
SHEET
NO.NO.
41932 222535
NPSPMIS
DATE
U.S. DEPARTMENT OF TRANSPORTATION
BRP-1257
6" Exposed rebar
ELEVATION
1'-0"
A
A
VIEW A-A
SOUTH FACE
CONCRETE REPAIR - ABUTMENT 1
36'-0"
CL Structure
1'-9"
5'-0" 2'-6"
(Typ.)
R04
A C
T U
A L F I L E R
A b u tm e n t-
S
F .D
G N
16'-9" 16'-9"1'-3" 1'-3"
" = 1'-0"2
1JEG
LEGEND:
- Spall - Crack
Reinforcement
- Exposed and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to Subsection 552.19
1. Repair all spalls as shown in the "CONCRETE REPAIR DETAIL" sheet.
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
PROJECT TEAM LEADER DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY
U.S. DEPARTMENT OF TRANSPORTATION
BRP NO.
STATE PROJECT
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
PCB June 2018
2'-0"
3'-0"
ELEVATION
A
A
VIEW A-A
SOUTH FACE
CONCRETE REPAIR - PIER 1
16'-6"1'-6"
36'-0"
CL Structure
16'-6" 1'-6"
3'-0"
(Typ.)
R05
A C
T U
A L F I L E R
P ie r S
F .D
G N
5" = 1'-0"2
2'-6"
JEG/BMJ
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Note:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
4" Exposed rebar4" Exposed rebar4" Exposed rebar
NORTH FACE
CONCRETE REPAIR - PIER 2
16'-6" 16'-6"1'-6" 1'-6"
CL Structure
3'-0"
(Typ.)
R06
3'-0"
A
A
VIEW A-A
A C
T U
A L F I L E R
P ie r N
F .D
G N
" = 1'-0"2
1JEG/BMJ
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
1. Epoxy coat all exposed reinforcement according to
Note:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
2'-0"
CONCRETE REPAIR - PIER 2
16'-6"1'-6"
36'-0"
CL Structure
16'-6" 1'-6"
R07
A C
T U
A L F I L E R
P ie r S
F .D
G N
3'-0"
(Typ.)
3'-0"
A
A
VIEW A-A
7" = 1'-0"2
1JEG/BMJ
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Note:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
2'-0"
A
A
VIEW A-A
CONCRETE REPAIR - PIER 3
36'-0"
1'-6"
CL Structure
16'-6" 16'-6"1'-6"
", 2'-0" Long crack
R08
A C
T U
A L F I L E R
P ie r N
F .D
G N
3'-0"
(Typ.)
3'-0"
" = 1'-0"2
1JEG/BMJ
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
A
VIEW A-A
2'-0"
16'-6"1'-6"
36'-0"
16'-6" 1'-6"
CONCRETE REPAIR - PIER 3
R09
A C
T U
A L F I L E R
P ie r S
F .D
G N
3'-0"
(Typ.)
A
" = 1'-0"2
1JEG/BMJ
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Note:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
A
A
VIEW A-A
3'-0"
4" Exposed rebar 8" Exposed rebar
CONCRETE REPAIR - PIER 4
1'-6"
1'-6"
R10
A C
T U
A L F I L E R
P ie r S
F .D
G N
3'-0"
(Typ.)
16'-6"16'-6"
Long crack
", 1'-6"
" = 1'-0"2
1JEG/BMJ
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all cracks as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
" = 1'-0"
1Scale:
Scale: 1" = 1'-0"
East face
9"
9"
As shown
CONCRETE REPAIR - PIER 5
", 2'-6" Long crack
R11
" = 1'-0"2 1Scale:
VIEW A-A
3'-0"
3'-0"
(Typ.)
A C
T U
A L F I L E R
P ie r N
F .D
G N
BB
SECTION B-B
JEG/BMJ
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
ELEVATION
CL Structure
A
A LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske rebar
8" Exposed
" = 1'-0"2 1Scale:
East face
1'-0"
Scale: 1" = 1'-0"
3'-0"
1'-6"
" = 1'-0"2 1Scale:
VIEW A-A
1'-0"
1'-0"
As shown
CONCRETE REPAIR - PIER 5
R12
3'-0"
(Typ.)
A C
T U
A L F I L E R
P ie r S
F .D
G N
BB
SECTION B-B
JEG/BMJ
A
A LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
" = 1'-0"2 1Scale:
West face
Scale: 1" = 1'-0"
3'-0"
1'-6"
" = 1'-0"2 1Scale:
VIEW A-A
A
A
2'-6"
2'-6"
6"
As shown
CONCRETE REPAIR - PIER 6
1'-0"
R13
3'-0"
(Typ.)
A C
T U
A L F I L E R
P ie r N
F .D
G N
SECTION B-B
BB
JEG/BMJ
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Note:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
1Scale:
East face
Scale: 1" = 1'-0"
3'-0"
" = 1'-0"2 1Scale:
VIEW A-A
1'-0"
6"
"2
1'-0"
"2
Scale: 1" = 1'-0" Scale: 1" = 1'-0"
2'-0"
East face
West face
2" exposed rebar
As shown
CONCRETE REPAIR - PIER 6
R14
(Typ.)
A C
T U
A L F I L E R
P ie r S
F .D
G N
6"
SECTION B-B SECTION C-C SECTION D-D
BB
C C
D D
JEG/BMJ
A
A LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
VIEW A-A
CONCRETE REPAIR - PIER 7
R15
6"
", 2'-0" Long crack
3'-0"
(Typ.)
A C
T U
A L F I L E R
P ie r N
F .D
G N
" = 1'-0"2
1JEG/BMJ
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
A
A LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
1Scale:
3'-0"
" = 1'-0"2 1Scale:
VIEW A-A
Scale: 1" = 1'-0"
West face
2'-8"
6"
As shown
CONCRETE REPAIR - PIER 7
CL Structure
16'-6" 1'-6"
R16
VIEW C-C
" = 1'-0"
1Scale:
C
C
1'-0"
3'-0"
(Typ.)
6"
A C
T U
A L F I L E R
P ie r S
F .D
G N
6"
SECTION B-B
BB
Long crack
", 3'-0"
JEG/BMJ
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
A
A
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
1Scale:
3'-0"
" = 1'-0"2 1Scale:
VIEW A-A
A
A
Scale: 1" = 1'-0"
East face
1'-6"
6"
C
C
Scale: 1" = 1'-0"
VIEW C-C
3'-0"
As shown
CONCRETE REPAIR - PIER 8
6"
R17
6" Exposed rebar
3'-0"
(Typ.)
6"
A C
T U
A L F I L E R
P ie r N
F .D
G N
BB
SECTION B-B
JEG/BMJ
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
1Scale:
3'-0"
" = 1'-0"2 1Scale:
VIEW A-A
Scale: 1" = 1'-0"
West face
6"
1'-0"
6"
East face
1'-0"
4'-0"
2'-6"
16'-6"1'-6"
36'-0"
As shown
CONCRETE REPAIR - PIER 8
", 1'-3" Long crack
R18
A C
T U
A L F I L E R
P ie r S
F .D
G N
3'-0"
(Typ.)
BB
SECTION B-B
JEG/BMJ
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
A
A
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
VIEW A-A
1'-6" rebar
4" Exposed
CONCRETE REPAIR - PIER 9
16'-6"1'-6"
R19
6"
A C
T U
A L F I L E R
P ie r N
F .D
G N
" = 1'-0"2
CL Structure
JEG/BMJ
A
A
3'-0"
(Typ.)
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
VIEW A-A
2'-10"
CONCRETE REPAIR - PIER 9
16'-6"1'-6"
36'-0"
R20
A C
T U
A L F I L E R
P ie r S
F .D
G N
" = 1'-0"2
1JEG/BMJ
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Note:
A
A
3'-0"
(Typ.)
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
VIEW A-A
1'-6"
1'-0"6"
CONCRETE REPAIR - PIER 10
16'-6"1'-6"
36'-0"
R21
A C
T U
A L F I L E R
P ie r N
F .D
G N
Long crack
", 5'-0" 8
Long crack
", 3'-0" 8
" = 1'-0"2
1JEG/BMJ
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
A
A
3'-0"
(Typ.)
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
VIEW A-A
2'-0"
CONCRETE REPAIR - PIER 10
CL Structure
16'-6" 1'-6"
2'-6"
R22
3'-0"
(Typ.)
A C
T U
A L F I L E R
P ie r S
F .D
G N
" = 1'-0"2
Long crack
", 3'-0" 8
JEG/BMJ
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
A
A LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
1Scale:
3'-0"
" = 1'-0"2 1Scale:
VIEW A-A
" = 1'-0"2 1Scale:
VIEW B-B
6"
West face
6"
1'-9"
1'-0"9"
4'-0"
B
B
16'-6"1'-6"
36'-0"
CL Structure
CONCRETE REPAIR - PIER 11
", 1'-0" Long crack
R23
1'-0"
3'-0"
(Typ.)
A C
T U
A L F I L E R
P ie r S
F .D
G N
CC
Long crack
", 2'-0"
Scale: 1" = 1'-0"
SECTION C-C
JEG/BMJ
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
A
A LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
3'-0"
VIEW A-A
1'-6"
CONCRETE REPAIR - PIER 12
16'-6"1'-6"
CL Structure
16'-6" 1'-6"
", 4'-0" Long crack
R24
A C
T U
A L F I L E R
P ie r N
F .D
G N
" =1'-0"2
1JEG/BMJ
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
3'-0"
(Typ.)
A
A LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
1Scale:
" = 1'-0"2 1Scale:
VIEW A-A
East face
6"
1'-0"
3'-0"
Scale: 1" = 1'-0"
6"6"
East face
4" Exposed rebar
6"
CONCRETE REPAIR - PIER 12
16'-6"1'-6"
36'-0"
CL Structure
16'-6" 1'-6"
1'-3"
R25
3'-0"
(Typ.)
A C
T U
A L F I L E R
P ie r S
F .D
G N
SECTION B-B
Scale: 1" = 1'-0"
SECTION C-C
BB
C C
JEG/BMJ
A
A
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
1Scale:
" = 1'-0"2 1Scale:
VIEW A-A
East face
3'-0"
Scale: 1" = 1'-0"
4"
West face
6" 4"
1'-6" 3'-6"
1'-0"
6"
1'-6"
6"
CONCRETE REPAIR - PIER 13
16'-6"1'-6"
36'-0"
CL Structure
16'-6" 1'-6"
1'-0"
VIEW C-C
" = 1'-0"
1Scale:
C
12" Exposed rebar
R26
3'-0"
(Typ.)
A C
T U
A L F I L E R
P ie r N
F .D
G N
SECTION B-B
C
BB
Long crack
", 5'-6"
JEG/BMJ
A
A LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
3. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
VIEW B-B
B
B
3'-7"2'-0"
R27
CONCRETE REPAIR - PIER 13
16'-6"1'-6"
36'-0"
CL Structure
16'-6" 1'-6"
", 2'-0" Long crack
", 2'-0" Long crack
3'-0"
VIEW A-A
A C
T U
A L F I L E R
P ie r S
F .D
G N
3'-0"
(Typ.)
" = 1'-0"2
1JEG/BMJ
A
A LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
3. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
ELEVATION VIEW A-A
VIEW B-B
B B
1'-9"
6"
1'-9"
6" Exposed rebar rebar 12" & 6" Exposed
R28
NORTH FACE
CONCRETE REPAIR - PIER 14
16'-6"1'-6"
36'-0"
CL Structure
16'-6" 1'-6"
A C
T U
A L F I L E R
P ie r N
F .D
G N
" = 1'-0"2 face North
JEG/BMJ
3'-0"
(Typ.)
A
A LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
3. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
ELEVATION VIEW A-A
1'-8"
1'-6"
R29
SOUTH FACE
CONCRETE REPAIR - PIER 14
16'-6"1'-6"
36'-0"
CL Structure
16'-6" 1'-6"
6"
", 5'-0" Long crack
3'-0"
(Typ.)
A C
T U
A L F I L E R
P ie r S
F .D
G N
" = 1'-0"2
1JEG/BMJ
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
A
A
2'-6"
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
1'-0"
A
A
VIEW A-A
R30
NORTH FACE
CONCRETE REPAIR - ABUTMENT 2
2'-6"
(Typ.)
A C
T U
A L F I L E R
A b u tm e n t-
N
F .D
G N
CL Structure
16'-9"1'-3" 16'-9" 1'-3"
" = 1'-0"2
1JEG
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Note:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
1Scale:
A
A
"1'-0"
" = 1'-0"8 3Scale:
PLAN
50'-0"
1'-0"
REFLECTIVE DECK
CONDRETE REPAIR - SPAN 1
R31
VIEW A-A
As shown 31
A C
T U
A L F I L E R
R e fl e c ti v e D e c k S p a n .D
G N
CL Structure
L Abutment 1 L Pier 1C C
JEG
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
PLAN
A
VIEW A-A
1'-6"
50'-0"
6" Exposed rebar
2'-1"
3'-0"
2'-1"
1'-6"
1'-6"
1'-0"
REFLECTIVE DECK
CONCRETE REPAIR - SPAN 4
3"
R32
A C
T U
A L F I L E R
R e fl e c ti v e D e c k S p a n .D
G N
CL Structure
" = 1'-0"8
L Pier3 L Pier 4C C
JEG
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
12" Exposed rebar
JG 33
R33
A C
T U
A L F I L E R
R e fl e c ti v e D e c k S p a n
.D
G N
12" Exposed rebar
REFLECTIVE DECK
CONCRETE REPAIR - SPAN 5 & 6
CL Structure
" = 1'-0"8
L Pier 5C
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
1. Epoxy coat all exposed reinforcement according to
Note:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
B
50'-0"
6"
A
A
1'-6"
REFLECTIVE DECK
CONCRETE REPAIR - SPAN 7
B
"4 31'-5
"4 31'-5
"4 31'-5
"4 31'-5 4
VIEW B-B
R34
A C
T U
A L F I L E R
R e fl e c ti v e D e c k S p a n .D
G N
4"
4"
CL Structure
" = 1'-0"2
4" Exposed rebar
L Pier 6 L Pier 7C C
VIEW A-A
JEG
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
" = 1'-0"8 3Scale:
PLAN
50'-0"
C
C
" = 1'-0"8 3Scale:
VIEW A-A
1'-3"
B
B D
D
Scale: 1" = 1'-0"
5'-0"
A C
T U
A L F I L E R
R e fl e c ti v e D e c k s p a n .D
G N
12" Exposed rebar
A
A
1'-0"12" Exposed rebar 2'-0"
" = 1'-0"8 3Scale:
VIEW B-B
" = 1'-0"8 3Scale:
VIEW C-C
" = 1'-0"8 3Scale:
VIEW D-D
9" 9"
6"
6" 6"
West faceEast face
Scale: 1" = 1'-0"
6"
2'-0" Exposed rebar
2'-0" Exposed rebar
R35
REFLECTIVE DECK
CONCRETE REPAIR - SPAN 9
As shown
CL Structure
East face
SECTION E-E
SECTION F-F
F
F
E
E
L Pier 8 L Pier 9C C
1'-4"
JEG
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
50'-0"
VIEW A-A
A
A
12" Exposed rebar
VIEW B-B VIEW C-C
2'-6" Exposed rebar6"
12" Exposed rebar
B
B
CC
1'-0"
R36
(Typ.)
6" Exposed rebar
A C
T U
A L F I L E R
R e fl e c ti v e D e c k S p a n
.D
G N
REFLECTIVE DECK
CONCRETE REPAIR - SPAN 10 & 11
L StructureC
" = 1'-0"8
L Pier 10C
JEG
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
50'-0"
A
A
A C
T U
A L F I L E R
R e fl e c ti v e D e c k S p a n
.D
G N
VIEW A-A VIEW B-B
B
B
12" Exposed rebar12" Exposed rebar 12" Exposed rebar
6" Exposed rebar
6" Exposed rebar
6" Exposed rebar
12" Exposed rebar 6" Exposed rebar
R37
REFLECTIVE DECK
CONCRETE REPAIR - SPAN 12
CL Structure
" = 1'-0"8
L Pier 11 L Pier 12
JEG
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
C C
Subsection 552.19 and as directed by the CO.
1. Epoxy coat all exposed reinforcement according to
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
C
T U
A L F I L E R
R e fl e c ti v e D e c k S p a n
.D
G N
VIEW B-B VIEW C-C
C
C
12" Exposed rebar
6" Exposed rebar
VIEW A-A
B
B
A A
1'-6"
1'-0"
6" Exposed rebar
12" Exposed rebar
6" Exposed rebar
6" Exposed rebar
6" Exposed rebar
R38
REFLECTIVE DECK
CONCRETE REPAIR - SPAN 13 & 14
CL Structure
" = 1'-0"8
L Pier 13C
JEG
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske
C
T U
A L F I L E R
R e fl e c ti v e D e c k S p a n
.D
G N
VIEW C-C VIEW D-D
C
C
VIEW A-A
B B
"1
1'-0"3"
VIEW B-B
1'-6"
10'-0"
2'-0"
3'-0"
A A
D D
6" exposed rebar
REFLECTIVE DECK
CONCRETE REPAIR - SPAN 15
R39
CL Structure
" = 1'-0"8
L Pier 14C
JEG
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
Structure Number
-J u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d g
NUMBER
SHEET
BRIDGE PLAN SHEET
NO.NO.
41932 222535
NPSPMIS
COLONIAL NATIONAL HISTORICAL PARK
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
4290-022P
74ofAD Phillip Boinske u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d
"8
"8
(Typ.)
Existing girder
(Typ.)
Existing curb
(Typ.)
Existing deck
6" Min.
(See Note 1)
New scupper extension
1'-9"
SCUPPER EXTENSION DETAIL
(Typ.)
structural tubing
" 2 1Existing 9" x 5" x
AD AD
Varies
30°
30°
R40
A C
T U
A L F I L E R
S c u p p e r
E x t_
D e t.
D G
N
" = 1'-0"2
Notes:
1. Match new scupper extension dimensions, gauge and color to existing or provide alternate scupper extension design as approved by the CO.
2. Field verify existing scupper dimension.
STATE PROJECT
NUMBER
SHEET
NO.NO.
41932 222535
NPSPMIS
DATE
U.S. DEPARTMENT OF TRANSPORTATION
HALFWAY CREEK BRIDGE
SCHEDULE A
BRP-1257
u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d
Bridge Length: 287'-0"
Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Fix FixExp. Exp.Exp.
R41
(Typ.)
abutment joint
Clean and reseal
CL Abutment 1
CL Pier 1
Elev. 19.45
Sta. 362+65.71
End Bridge
A C
T U
A L F I L E R
K in g s
C r e e k P
E .D
G N
-0.62%
N
41AD
PLAN AND ELEVATION
-10
-20
MWH : 0.89
Elev. 22.57
Sta. 356+42.29
Begin Bridge
MWL : -1.37
Elev. 19.45
Sta. 362+65.71
End Bridge
Elev. 22.57
Sta. 356+42.29
Begin Bridge
1" = 30'-0"
48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0"
CL Pier 2 CL Pier 3 CL Pier 4 CL Pier 5 CL Pier 6 CL Pier 7 CL Pier 8 CL Pier 9 CL Pier 10 CL Pier 11 CL Pier 12
CL Abutment 1
Creek
Kings
13 Spans @ 48'-0" 624'-0"
10'-0" 10'-0"
L BridgeC
PLAN
24'-0" 12'-0"12'-0" line
Existing ground
(Typ.)
Scupper
JEG
Clean and seal deck surface limit
KINGS CREEK BRIDGE
SCHEDULE B AND D
surface
Clean and seal deck
(Typ.)
precompressed hybrid seal joints at abutments and piers with
Replace compression seal joints
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
41932
222535 NP-COLO 1B37, 1D46VA
Phillip BoinskePCB of
DATE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
BRP NO.BRIDGE PLAN SHEET
COLONIAL NATIONAL HISTORICAL PARK
BRP-1257
4290-012P u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d
C
40'-11"
L Structure
4'-0""2 11'-5 15'-0" 15'-0" 4'-0" "2
11'-5
9"
TYPICAL SECTION
"2 13'-5 7'-6" 3'-0" 3'-0" 6'-6" 7'-6" "2
13'-5
9"
R42
A C
T U
A L F I L E R
K in g s
C r e e k
T y p
X S .D
G N
NEAR PIER NEAR ABUTMENT
1.4%
6'-6"
TYPICAL SECTION
2'-6"
(Typ.)
" = 1'-0"2
1AD
seat (Typ.)
Existing bearing substructure
Existing concrete
1.4%
(See Note 1) Utility Conduit
JEG
Clean and seal deck surface limit
KINGS CREEK BRIDGE
SCHEDULE B AND D
by the CO.
conduit to bottom flange of girder as directed
1. Replace missing anchor clips connecting utility
Note:
surface
Clean and seal deck deck
Existing concrete
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
41932 of
DATE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
BRP NO.BRIDGE PLAN SHEET
COLONIAL NATIONAL HISTORICAL PARK
BRP-1257
4290-012P u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d
2'-6"
2'-6"
5'-0" 13'-2" 13'-2" 5'-0"
36'-4"
3'-6"2'-6"
1'-0"
1'-0"
1'-4"
8"
2'-0"
7'-0"
B B
VIEW B-B
VIEW D-D
D D
C
C
1'-0"
(Typ.)
As shown
1'-0"
Face of column
WEST FACE
CONCRETE REPAIR - PIER 2
ELEVATION
A
A
VIEW A-A
1'-0" 1'-0"
1'-8"
AD 43
R43
A C
T U
A L F I L E R
K in g 's C r e e k P ie r
W F .D
G N
VIEW C-C SECTION E-E
E E
North face South face
Scale: 1" = 1'-0"
" = 1'-0"2 1Scale:
" = 1'-0"2 1Scale: " = 1'-0"2
1Scale: " = 1'-0"2 1Scale:
JEG/BMJ
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Note:
" = 1'-0"2 1Scale:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
41932
PROJECT TEAM LEADER
of
DATE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
BRP NO.BRIDGE PLAN SHEET
COLONIAL NATIONAL HISTORICAL PARK
BRP-1257Phillip Boinske
4290-012P
KINGS CREEK BRIDGE
SCHEDULE B
u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d
2'-6"
5'-0" 13'-2" 13'-2" 5'-0"
36'-4"
3'-6"
2'-0"
1'-3" 1'-3"
2'-6"
1'-6"
2'-0"
1'-6"
6"
1'-6"
As shown
(Typ.)
"1
10"
ELEVATION
" = 1'-0"2 1Scale:
A
A
VIEW A-A
EAST FACE
CONCRETE REPAIR - PIER 2
6"
Scale: 1" = 1'-0"
AD 44
R44
A C
T U
A L F I L E R
K in g 's C r e e k P ie r
E F .D
G N
2'-6"
SECTION B-B
BB
South face
JEG/BMJ
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Note:
" = 1'-0"2 1Scale:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
41932
PROJECT TEAM LEADER
of
DATE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
BRP NO.BRIDGE PLAN SHEET
COLONIAL NATIONAL HISTORICAL PARK
BRP-1257Phillip Boinske
4290-012P
KINGS CREEK BRIDGE
u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d
5'-0" 13'-2" 13'-2" 5'-0"
36'-4"
2'-6"
D DB B
" = 1'-0"2 1Scale:
1'-0"
" = 1'-0"2 1Scale:
VIEW D-D
" = 1'-0"2 1Scale:
VIEW C-C
" = 1'-0"2
1Scale:
VIEW B-B
"2 12'-11
1'-0" 2'-0"
1'-6"
1'-0"
6"
2'-6"
(Typ.)
Face of column
As shown
4290-012P
Missing anchor bolt
WEST FACE
CONCRETE REPAIR - PIER 3
A
A
ELEVATION
", 2'-0" Long crack16
", 3'-0" Long crack16
Scale: 1" = 1'-0"
AD
R45
A C
T U
A L F I L E R
K in g 's C r e e k P ie r
W F .D
G N
6"
SECTION E-E
E E
C
C
North face
JEG/BMJ
VIEW A-A
" = 1'-0"2 1Scale:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 564.08.
3. Replace all missing anchor bolts according to
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
41932 of
DATE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
BRP NO.BRIDGE PLAN SHEET
COLONIAL NATIONAL HISTORICAL PARK
BRP-1257
4290-012P
KINGS CREEK BRIDGE
u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d
5'-0" 13'-2" 13'-2" 5'-0"
36'-4"
2'-6"
" = 1'-0"2 1Scale:
1'-6"
1'-3"
1'-0"
1'-9"
As shown
2'-6"
(Typ.)
", 5'-0" Long crack16
EAST FACE
CONCRETE REPAIR - PIER 3
ELEVATION
chamfer
", 2'-6" Long crack on8
1'-0"
AD
sheet for repair area
- PIER 3 WEST FACE"
See "CONCRETE REPAIR
Scale: 1" = 1'-0"
R46
A C
T U
A L F I L E R
K in g 's C r e e k P ie r
E F .D
G N
SECTION B-B
B B
North face
JEG/BMJ
DETAIL" sheet.
2. Repair all cracks as shown in the "CONCRETE REPAIR
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
A
A
VIEW A-A
" = 1'-0"2 1Scale:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
41932 of
DATE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
BRP NO.BRIDGE PLAN SHEET
COLONIAL NATIONAL HISTORICAL PARK
BRP-1257
4290-012P
KINGS CREEK BRIDGE
u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d
5'-0" 13'-2" 13'-2" 5'-0"
36'-4"
2'-6"
6" 1'-3"
9"
2'-0"
C
C
E E
" = 1'-0"2 1Scale:
VIEW C-C
" = 1'-0"2 1Scale:
VIEW E-E
1'-8"
1'-0"
As shown
2'-6"
(Typ.)
Missing anchor boltMissing anchor boltMissing anchor bolt Missing anchor bolt
WEST FACE
CONCRETE REPAIR - PIER 4
AD
Scale: 1" = 1'-0" Scale: 1" = 1'-0"
1'-3"
6"
4" Exposed rebar
R47
A C
T U
A L F I L E R
K in g 's C r e e k P ie r
W F .D
G N
B B D D
SECTION D-DSECTION B-B
North face South face
JEG/BMJ
A
A
VIEW A-A
ELEVATION
" = 1'-0"2 1Scale:
" = 1'-0"2 1Scale:
LEGEND:
- Spall - Crack
Reinforcement
- Exposed
Subsection 564.08.
3. Replace all missing anchor bolts according to
Subsection 552.19 and as directed by the CO.
2. Epoxy coat all exposed reinforcement according to
DETAIL" sheet.
1. Repair all spalls as shown in the "CONCRETE REPAIR
Notes:
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
41932 of
DATE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
BRP NO.BRIDGE PLAN SHEET
COLONIAL NATIONAL HISTORICAL PARK
BRP-1257
4290-012P
KINGS CREEK BRIDGE
u n -2
1:
P
M M
P R
O J E
C T
S c o lo 1D
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s P
R O J E
C T
S .d
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