Plans - MO ERFO NPS OZAR 2017-1(1) and MO ERFO NPS OZAR 2017-1(3).pdf
PDF 33 MB Posted
- Attached to
- Ozark National Scenic Riverways Federal contract opportunity
- Solicitation number
- 693C73-21-B-000002
About this file
This solicitation seeks sealed bids for construction projects at the Ozark National Scenic Riverways located in Shannon, Carter, and Dent Counties, Missouri. The work includes replacement of two pedestrian bridges, reconstruction of various sites, asphalt paving, drainage improvements, trail repair, and parking lot reconstruction. The project will be split into multiple schedules with a total expected cost between $1,000,000 to $5,000,000. Bids are due on a date specified in the solicitation to be issued on or about October 15, 2020. The solicitation is set aside for certified small business concerns and is issued by the Department of Transportation Federal Highway Administration. Bidders must register in the System for Award Management database and complete annual Representations and Certifications in order to receive payment if awarded the contract.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Results of Bid Opening - MO ERFO NPS OZAR 2017-1(1) and MO ERFO NPS OZAR 2017-1(3) .pdf | ||
| Amendment 0002 - MO ERFO NPS OZAR 2017 - 1(1) and 1(3)pdf.pdf | ||
| Amendment 0001 - MO ERFO NPS OZAR 2017 - 1(1) and 1(3).pdf | ||
| NEPA CE.pdf | ||
| VETS-4212 Form.pdf | ||
| Consultation Correspondence.zip | ZIP file | |
| Hydraulics Report_Jacks Fork.pdf | ||
| ADV_Bidders Qualifications Form.doc | DOC document | |
| FP14_Eng.pdf | ||
| Hydraulics Report_Alley Spring.pdf | ||
| Geotech Report.pdf | ||
| Bridge Insp Report_ Structure 6640-003T.pdf | ||
| IFB -MO ERFO NPS OZAR 2017-1(1) and MO ERFO NPS OZAR 2017-1(3) .pdf |
Show all 13
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Text version
R01
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B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
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S .d g n th
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
GENERAL NOTES AND INDEX
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
G
N .D
G N
Dead Load:
Concrete: 150 pcf
DESIGN LOADS:
Provide 2-inch cover for reinforcing steel unless otherwise noted.
Furnish reinforcing steel conforming to AASHTO M 31, Grade 60 deformed.
Reinforcing Steel:
No Scale
Concrete:
- inch unless otherwise noted.4 3Chamfer exposed edges of all concrete
Furnish Class A concrete for drilled shafts conforming to Section 552 with f'c = 6 ksi at 28 days.
Furnish Class A(AE) concrete for abutments and piers with f'c = 4.5 ksi at 28 days.
MATERIALS:
Pedestrian live load: 90 psf
Live Loads:
INDEX OF BRIDGE PLAN SHEETS
Boring Log
Pier Column Bar List
Pier Bar List
Wingwall Bar List
Abutment Bar List
Miscellaneous Details
Typical Section
Pier Drilled Shaft Details
Pier Details
Pier Layout
Abutment Drilled Shaft Details
Abutment Details
Abutment Layout
Foundation Layout
Plan and Elevation
Site Plan
General Notes and Index
SHEET NO. SHEET TITLE
Install decking according to Section 557.
Submit composite decking samples to the CO for approval prior to construction.
Furnish boards with a flat, non-grooved texture at the bottom face.
Composite Timber Decking:
The contractor is responsible for the stability of the structure during all phases of construction.
Galvanize all fasteners according to AASHTO M 232.
Galvanize all structural steel according to AASHTO M 111.
Structural Steel:
Apply Natina color treatment to all structural steel and all exposed faces of fasteners per manufacturer's recommendations.
Steel Color Treatment:
GENERAL NOTES:
Design:
Architectural Barriers Act (ABA) Standards, 2015.
ADA Standards for Accessible Design, 2010.
LRFD Guide Specifications for the Design of Pedestrian Bridges, 2009 with 2015 Revisions.
AASHTO LRFD Bridge Design Specifications, 8 Edition, 2017.
SPECIFICATIONS:
Field verify all dimensions.
removal prior to constructing the proposed drilled shaft foundations.
grade. The remaining portion of the concrete stub abutments and the H-pile foundation may require completely removed. The existing abutments have been removed to approximately two feet below
The existing pedestrian bridge superstructure, piers, pier footings and pier piles have been
Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.
Construction:
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
JACKS FORK PEDESTRIAN BRIDGE
June 2020
R02
M
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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
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S .d g n
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
" = 1'-0"16
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SITE PLAN
100+00 101+00 102+00 103+00 104+00
Begin Bridge
Elev. 678.62
Sta. 104+69.15
End Bridge
C Pier 1CL C Pier 2CL C Pier 3CL
CLC Structure
Elev. 681.67
Sta. 100+19.23
NBridge length: 447'-9"
Existing roadway bridge
J a c k s F o r k
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
JACKS FORK PEDESTRIAN BRIDGE
June 2020
R03
M
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S o z a r M
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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
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REVISIONSNO. DATE BYNO. DATE BY REVISIONS
" = 1'-0"16
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PLAN AND ELEVATION
0%0%0%
63'-0"131'-8"121'-5"131'-8"
4.75%
Existing roadway bridge C MO Route 106CL
Begin Bridge
Elev. 681.67
Sta. 100+19.23
Pier 1
Elev. 681.67
Sta. 101+51.98
Pier 2
Elev. 681.67
Sta. 102+73.40
Pier 3
Elev. 681.67
Sta. 104+05.10
End Bridge
Elev. 678.62
Sta. 104+69.15
PLAN
ELEVATION
N
OHWL: 662.27
Fix FixFix Exp.Fix Exp.Exp.
Exp.
CLC Structure
Bridge length: 447'-9"
Notes:
information on existing abutments.
as-built drawings and Bridge Inspection Report for prior to constructing abutment drilled shaft foundations. See abutments and their pile foundations will require removal
24" below ground surface. The remaining part of the
The existing abutments have been removed to approximately 1.
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R04
M
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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
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S .d g n
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
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Begin Bridge Pier 1 Pier 2 Pier 3 End Bridge
Sta. 101+51.98Sta. 100+19.23 Sta. 102+73.40 Sta. 104+05.10 Sta. 104+69.15
2'-1" 2'-1"
C Pier 1CL
C Pier 2CL C Pier 3CL
1'-0" 2'-2" 1'-0"2'-2"
1'-7"1'-7"
CLC Abutment 1 cap
1'-7"1'-7"
CLC Abutment 2 cap
FOUNDATION LAYOUT
PLAN
2'-1"2'-1"
2'-1"2'-1"
1" = 1'-0"
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R05
M
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D e s ig n
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REVISIONSNO. DATE BYNO. DATE BY REVISIONS
Notes:
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P
M
4'-0" 4'-3" 4'-0"4'-3"
8'-6"
"3
ELEVATION
CLSymm. about C abutment
CLSymm. about C structure
1"
" = 1'-0"4
SECTION A-A
PLAN
A
A
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
A
B U
T L
A Y
O U
T .D
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Elev. A
Elev. C
L im it o f d r il le d s h a ft
L im it o f
C la s s A C o n c r e te
Elev.
681.67 678.72
679.52 676.57
676.52 673.57
A
B
C
Abut. 1 Abut. 2
Elev. B
ABUTMENT LAYOUT
Match profile slope
4" Ø Weephole (Typ.)
(Typ.)
2'-6"
Elev. A
OF BACKWALL
AT FRONT FACE
ELEVATIONS
3'-0"
(Typ.)
4'-0"
T y p
T y p
N o te
S e e six inches above grade.
Adjust weephole location as needed for the outlet to be least 3.
reinforcing steel.
needed to avoid conflicts between the weephole and the
Slightly adjust weephole and reinforcing steel locations as 2.
between elevations B and C.
bridge structure shop drawing. Do not modify the difference
Adjust elevations as needed to accommodate the approved 1.
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R06
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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
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S .d g n
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
Notes:
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P
M
ELEVATION
CLSymm. about C structure
" = 1'-0"4
A
A
SECTION A-A
B
B
SECTION B-B
PLAN
3"
W
S p a
S p a
S p a
A e .f
4"
#7A1 (Top), #7A2 (Bot.)
5 Spa. @ 6" = 2'-6"
W
6"
Symm. about C abutmentCL
3"
#6A3
7 Spa. @ 6" = 3'-6" e m b e d
" #5W5 (varies)
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
A
B U
T D
E T
A I L S .D
G N profile.
reinforcement locations as needed to accommodate sloped
Backwall section shown with zero profile slope. Adjust 1.
Match profile slope Level
Min. lap
2'-0"
ABUTMENT DETAILS
#6AE3
#5W5 (varies)
" = 3'-6"2 14 Spa. @ 10
#5A4
4 Spa. @ 1'-0" = 4'-0"
#5A6
#7A2 #7A1
#5A5
#5W3
#5W2
#5W4
#5A6 e .f
A
#5A5 #5A4
#5W2
#5W3
#5W4
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R07
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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
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S .d g n
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
Notes:
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P
M
ELEVATION
#10S1
2 - #10S1
10 sets of paired
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
A
B U
T D
R I L L E
D S
H A
F T .D
G N
Top of Drilled Shaft
Abut 2: Elev. 676.52
Abut 1: Elev. 676.52
Top of Bedrock
ABUTMENT DRILLED SHAFT
SECTION
3'-0"
" = 1'-0"1 e m b e d tube (Typ.)
logging (CSL)
Crosshole sonic
Abut 2: Elev. 635
Abut 1: Elev. 635
#4S2 (#4 Spiral, 6" pitch)
#4S2 (#4 Spiral, 6" pitch) bedrock.
Socket 3 foot diameter drilled shaft a minimum of 15 feet into 2.
casing.
Construct the drilled shafts without the use of a permanent 1.
Estimated Bottom of Drilled Shaft (See Note 2.)
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R08
M
P R
O J E
C T
S o z a r M
O E
R F
O
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S
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A R -1 (1
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
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S .d g n
PIER LAYOUT
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
Notes:
-J u n -2
:4
P
M
4'-3"4'-3"
8'-6"
CL
CL
4'-2"
PLAN
ELEVATION SIDE VIEW
ELEVATION TABLE
Elev. Pier 1 Pier 2 Pier 3
1"
4'-0"
Symm. about C Structure
Symm. about C Pier
1" = 1'-0"
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
P I E
R L
A Y
O U
T .D
G N
CLSymm. about C Pier
Elev. D
Elev. E
679.52 679.52679.52
676.52 676.52676.52
D
E between elevations D and E.
bridge structure shop drawing. Do not modify the difference
Adjust elevations as needed to accommodate the approved 1.
657.00 669.00657.00F
Approx. ground line
2'-0" (Typ.)
3" (Typ.)
L im it o f d r il le d s h a ft
L im it o f
C la s s A C o n c r e te
Elev. F
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R09
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B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
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S .d g n
PIER DETAILS
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
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P
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A C
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A L F I L E R M
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R F
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P S O
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P I E
R D
E T
A I L S .D
G N
CL
CL
PLAN
ELEVATION
Symm. about C Structure
Symm. about C Pier
1" = 1'-0"
4"
6" 6"6"
#5P10
#7P2 e.f.
#7P2 e.f.
#7P3 e.f.
#5P10
SECTION A-A
A
A 4"6"= 1'-6"
3 Spa. @ 6" = 1'-6"
3 Spa. @ 6"
2'-3"
4'-0"
2 - #10C1
16 sets of paired
SECTION B-B
e m b e d
BB B B
L im it o f d r il le d s h a ft
L im it o f
C la s s A C o n c r e te
(paired)
#5P5-#5P8 #5P9 (paired)
7 Spa. @ 6" = 3'-6"
(paired)
#5P8-#5P5
#7P2
#7P1
#7P4
#7P3
#10C1 (paired)
#7P1 (Top), #7P4 (Bot.)
7 Spa. @ 6" = 3'-6" similar)
#5P8
(#5P5 -
#5P9
#6C2
#6C2 (#6 Spiral, 3" pitch)
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R10
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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
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S .d g n
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
Notes:
-J u n -2
:4
P
M
ELEVATION
1" = 1'-0"
4'-0"
2 - #10S1
16 sets of paired
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
P I E
R D
R I L L E
D S
H A
F T .D
G N
Top of Drilled Shaft
Top of Bedrock
Pier 3: Elev. 669
Pier 2: Elev. 657
Pier 1: Elev. 657
PIER DRILLED SHAFTS
Approx. ground line tube (Typ.)
logging (CSL)
Crosshole sonic
Pier 3: Elev. 630
Pier 2: Elev. 630
Pier 1: Elev. 630
AA
SECTION A-A
S e e N o te
L a p w it h c o lu m n r e in fo r c e m e n t
#10S1 (paired)
Estimated Bottom of Drilled Shaft (See Note 4.)
#6S2
#6S2 (#6 Spiral, 3" pitch) bedrock.
Socket 4 foot diameter drilled shaft a minimum of 20 feet into 4.
Minimum splice length is 4'-6".
each bundle separately at least 4'-6" from each other.
with the pier column reinforcement. Splice individual bars of
Provide column reinforcement either continuous or lap spliced 3.
splice is 72 bar diameters.
splice with pier column spiral reinforcement. Minimum lap
Continue spiral reinforcement into pier column, and lap or 2.
casing.
Construct the drilled shafts without the use of a permanent 1.
See Note 2
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R11
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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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
Notes:
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P
M
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
T
Y P X
S .D
G N
TYPICAL SECTION
6'-0"
Top chord
Bottom chord
Floorbeam
Stringer
ADA-compliant handrail (Typ.)
Composite timber toe kick (Typ.)
Diagonal bracing s a m e f o r a ll s p a n s
T r u s s d e p th
(See Note 3) timber deck plank
2 x 6 Composite See Note 3
Max. spacing
"X"-pattern (Typ.)
Diagonal truss member, m a x
Not to Scale
Steel vertical picket (Typ.)
See "MISCELLANEOUS DETAILS" sheet for additional details.5.
Natina steel color treatment on all structural steel.
Furnish galvanized steel conforming to Section 717. Apply 4.
specifications.
557. Install decking according to manufacturer's
Furnish composite timber deck planks according to Section 3.
of trusses to the CO for approval.
Submit design calculations and details for erection sequence 2.
railing to the CO for approval.
trusses, decking, bearing devices, expansion joints, and
Submit design calculaions and detailed shop drawings for 1.
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R12
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
M
I S
C D
E T
A I L S .D
G N
MISCELLANEOUS DETAILS
bolt (Typ.)
" Ø Anchor 2 bolt (Typ.)
" Ø Anchor 2 m in m in
BEARING ELEVATION
AT ABUTMENT AT PIER
Not to Scale
AT ABUTMENT AT PIER
EXPANSION JOINT ELEVATION
spaced at 9"
" Countersunk screws 4
5"
" Steel plate4 spaced at 9"
" Countersunk screws 4
5" spaced at 1'-0"
" Ø x 6" Stud 2
1X2
1L6X3
3"3"
Notes:
TEMPERATURE SETTING TABLE
Temp. (°F) Abut. 1 Pier 1 Pier 2 Pier 3 Abut 2
Dimension "A"
0 "4 32 "8
See Note 3
" Steel plate4
20 "2 12 "4
40 "4 12 "8
80 "4
"2 11100
2"
2"
2"
2"
2"
2"
1"
"8
"4
2"
"4
"2
"4
"4
"2
2"
10"10"
"4
"2
"4
1"
"4
"2 inch.4 1exceed
Change in level due to expansion joint plate cover must not 3.
approval.
Submit detail and design of the bearing to the CO for 2.
The sketch of the truss bearing is for illustration only.1.
A A
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R13
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
A
B U
T B
A R L I S
T .D
G N
ABUTMENT BAR LIST
Not to Scale
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
JACKS FORK PEDESTRIAN BRIDGE
REINFORCING STEEL SCHEDULE DIMENSION TABLE
BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R
ABUTMENT BAR CHART
V or N
2 5…"#7A1 7
STR#7A2 7
T2 4•"#6A3 6
STR#5A4 5
STR#5A5 5
17 3ƒ"#5A6 5
B
STR
TYPE 2
A G
B
B
C
D
OPTIONAL LEG
TYPE 17
A
G B
EC
D
TYPE T2
LBSSUBTOTAL
R14
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
W
I N
G W
A L L B
A R L I S
T .D
G N
WINGWALL BAR LIST
Not to Scale
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
JACKS FORK PEDESTRIAN BRIDGE
WINGWALL BAR LIST
V or N
STR#5W1 5
STR#5W2 5
STR#5W3 5
52 3ƒ"#5W4 5
STR#5W5 5
B
STR
D
C
B
A
TYPE 52
R15
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
P I E
R B
A R L I S
T .D
G N
PIER CAP BAR LIST
Not to Scale
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
JACKS FORK PEDESTRIAN BRIDGE
PIER CAP BAR LIST
V or N
2 5…"#7P1 7
STR#7P2 7
STR#7P3 7
247 5…"#7P4 7
T2 2•"#5P5 5
T2 2•"#5P6 5
T2 2•"#5P7 5
T2 2•"#5P8 5
T2 2•"#5P9 5
17 3ƒ"#5P10 5
B
STR
TYPE 2
A G
B
B
C
D
OPTIONAL LEG
TYPE 17
A
G B
EC
D
TYPE T2
A
E G
B
D F
C
R16
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
C
O L
U M
N B
A R L I S
T .D
G N
PIER COLUMN BAR LIST
Not to Scale
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
PIER 1 COLUMN BAR LIST
V or N
STR#10C1 10
PIER 2 COLUMN BAR LIST
V or N
STR#10C1 10
PIER 3 COLUMN BAR LIST
V or N
STR#10C1 10
LBSSUBTOTAL
B
STR
TYPE 77
C
A
B
E = Total Turns
D = Extra Turns (half t&b)#6C2
#6C2
#6C2
R17
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
PLAN
ELEVATION
N
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
B
O R I N
G L
O G .D
G N
BH 19-01
BH 19-03
BH 19-02
As Shown
Not to Scale
19 1.3
9 0.7
5 0.7
6 1.4
14 1.3
20 1.5
14 1.1
15 0.9
15 0.7
13 0.8
34.4
64.8
1.7
0.95
2.3
2.8
2.7
1.95
18.8 19.1
24.1
29.1
34.1
39.1
Rec.N
Rec.N
15 0.1
6 0.7
9 0.9
24 1.1
8 0.9
38 0.9 0.1
0.1
4.15
3.45
4.6
Scale: 1:20
34.1
N Rec.
0.77
1.09
0.14
1.416
0.813
0.913
0.711
0.921
0.225
34.3
44.3
49.3
54.3
39.3
3.8
0.3
0.1
1.0
5.0
0.922
BH 19-01
BH 19-03
BH 19-02
RQD
RQD
RQD
LEGEND
N
Groundwater depth encountered during drilling.
Rec.
Rock Quality Designation (%)
Recovery (ft)
RQD
Standard Penetration Test
Resistance in Blows per Foot FILL GM SP LIMESTONE SW
THE BORING LOGS ON THIS SHEET REPRESENT THE SUBSURFACE CONDITIONS ENCOUNTERED
AT THE BORING LOCATIONS SHOWN. SUBSURFACE CONDITIONS MAY VARY BETWEEN THESE LOCATIONS.
50/4"
50/2"
50/3"
50/1"
Depth (ft)
Depth (ft)
Depth (ft)
BORING LOG
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
CC CC CV
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
Structure Number 6640-003T
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
JACKS FORK PEDESTRIAN BRIDGE
June 2020
R18
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
GENERAL NOTES AND INDEX
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
G
N .D
G N th
Field verify all dimensions.
Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.
Construction:
Dead Load:
Concrete: 150 pcf
DESIGN LOADS:
Provide 2-inch cover for reinforcing steel unless otherwise noted.
Furnish reinforcing steel conforming to AASHTO M 31, Grade 60 deformed.
Reinforcing Steel:
No Scale
Pedestrian live load: 90 psf
Live Loads:
Concrete:
- inch unless otherwise noted.4 3Chamfer exposed edges of all concrete
Furnish Class A(AE) concrete with f'c = 4.5 ksi at 28 days.
MATERIALS:
All timber dimensions are nominal.
Lumber.
Bridge Design Specifications, Table 8.4.1.1.4-1 - Reference Design Values for Visually Graded Sawn
Furnish S4S Southern Yellow Pine No. 1 or better that conforms to the design values from AASHTO LRFD compounds. Obtain all timber from a single approved source.
timber. Use a waterborne copper-based solution that does not contain arsenic and/or chromium
Pressure treat all timber in accordance with the latest AWPA Standard U1. Furnish use category UC3B
Timber:
GENERAL NOTES:
Design:
Architectural Barriers Act (ABA) Standards, 2015.
ADA Standards for Accessible Design, 2010.
National Design Specifications for Wood Construction, American Wood Council, 2018.
LRFD Guide Specifications for the Design of Pedestrian Bridges, 2009 with 2015 revisions.
AASHTO LRFD Bridge Design Specifications, 8 Edition, 2018.
SPECIFICATIONS:
Fillet welds - Visual - 100%
Perform non-destructive testing of welds as follows:
shielded manual arc welding (SMAW) using low hydrogen electrodes classified E7028.
Perform all welding in accordance with the current AASHTO/AWS D1.5 Bridge Welding Code. Perform
Welding:
Furnish Type 304 or 316 stainless steel for all timber bolts and fasteners.
Galvanize bolts for girder to diaphragm connections and anchor bolts according to AASHTO M232.
Touch up paint on site as specified by the manufacturer.
Furnish the top coat with gloss finish to match Federal Standard 595C, Color No. 20059 (brown).
Provide a 3 coat, Type 2 paint system on all structural steel. Paint structural steel at the fabrication shop.
Furnish AASHTO M270, Grade 50 steel for all structural steel shapes.
Structural Steel:
INDEX OF BRIDGE PLAN SHEETS
Reinforcing Bar List - 1
Boring Subsurface Profile
Boring Location Plan
Rail Details-2
Rail Details-1
Bearing Details
Beam Details
Framing Plan
Typical Section
Abutment 2 Reinforcement
Abutment 2 Plan and Elevation
Abutment 1 Reinforcement - 2
Abutment 1 Reinforcement - 1
Abutment 1 Plan and Elevation
Foundation Layout
Plan and Elevation
General Notes and Index
SHEET NO. SHEET TITLE
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
ALLEY SPRING TRAIL FOOT BRIDGE
R19
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
Begin Bridge
Elev. 674.31
Sta. 100+99.00
101+00
2.00%
OHWL = 667.5
(to remain)
Existing abutment with log fascia
Steel girder line existing ground
Approximate
L StructureC
PLAN AND ELEVATION
Elev. 673.03
Sta. 100+35
5.00%
PLAN
No Scale
N
End Bridge
ELEVATION
A
L L E
Y B
R A
N C
H
FIX
EXP.
grade profile
Proposed
(to remain)
Existing pier
C lr
M in
Proposed ground line
5.00%
64'-0"
T y p a n d r a il
C u r b
W a lk w a y
P e d e s tr ia n
Proposed ground line
Elev. 670.86
Low chord
Edge of water line Edge of water line
62'-6" Span
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
P
E R
E V I S
E D R
A I L S
H P
O .D
G
N NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
ALLEY SPRING TRAIL FOOT BRIDGE
S83°53'39"E
R20
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
101+00
L StructureC
FOUNDATION LAYOUT
" = 1'-0''2
B e g in B r id g e
E n d B r id g e"
"8 11'-9
'-7
"8
'-9
"8 11'-9
'-0
N
4'-0"
S ta
Limits of footing
FOOTING PLAN
Limits of footing
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
F
L .D
G N
S ta
3'-0" 3'-0"
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R21
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
A
B U
T P
E .D
G N
ABUTMENT 1 PLAN AND ELEVATION
PLAN
ELEVATION
6'-11"
(Typ.)
6'-11"
Elev. 670.56
8'-11"
7'-9"
" = 1'-0"2 1Scale:
" = 1'-0"2 1Scale:
" = 1'-0"4 3Scale:
2'-0"
SECTION A-A
3'-0" 3'-0" 2'-0"
1'-0"
2'-0"
V a r ie s
" = 1'-0"4 3Scale:
SECTION B-B
As Shown
A
A
B
B
A
A
Footing
Backwall (Typ.)
Wingwall
Beam seat
Wingwall
Footing seat
Beam
Footing
Backwall Elev. 673.03
Wingwall
Elev. 672.50
Wingwall
Beam seat
Elev. 664.00
Top of footing
(T y p
1'-0" 1'-3"
C BearingL
Elev. 672.45
Cheekwall
Wingwall AWingwall B seat
Beam
(Typ.)
Cheekwall
1'-0"
8'-0"
5'-0"
S to n e
N o
2'-0"
Stone
No. 57
1'-0"
Stone
No. 57
1'-0"
Top of backwall
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R22
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
PLAN
S p a '-0
'-0
6 Spa. 1'-0" = 6'-0" "2
S p a
6 Spa. @ 1'-0" = 6'-0"
S p a
S p a
S p a
S p a
" = 1'-0"4
6 Spa. @ 1'-0" = 6'-0" "2 1 3
#5A2, #5A3 (f.f.), 5A4 (n.f)
#5A1, 5A5 (n.f)
"2
#5A6 (Typ.)
#5A1
#5A7
#5A2
A e .f
A f.
f.
#5A4 f.f. n.f.
n.f.
#5A6
#5A3
"2
A (e .f.) #
A e .f
1'-3"
(min. lap)
(Typ.)
#5A2
(Typ.)
(Typ.)
#5A9 (Typ.)
#5A4
(Typ.)
#5A5
#5A9 (e.f.)
A e .f
A
A
SECTION A-A
A
A
B
B
A
A
A
A
B
B
#5A9 (e.f.)
A e .f
#5A1
"2 1 3
ELEVATION
(Typ.)
#5A2 (Typ.)
#5A3
(Typ.)
#5A5
#5A7
#5A6
SECTION B-B
#5A9 e .f
A
A e .f
1'-0"
(Typ.)
"2 11'-
ABUTMENT 1 REINFORCEMENT - 1
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
A
B U
T R
E I N
F .D
G N
T y p
T y p
#5A1,#5A2,#5A3 (f.f.),5A4 (n.f.),#5A5 (n.f.)
S p a
A f.
f.
A T y p
"4 39 "4
#5A5
#5A1
#5A5
#5A1
(Typ.)
#5A3 (f.f.)
5A4 (n.f)
(Typ.)
(Typ.)
#5A1
#5A11
#5A10 (e.f.)
(Typ.)
#5A3
(Typ.)
#5A11
#5A7
(Typ.)
#5A1
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R23
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
" = 1'-0"4
B
B
A
A
A
A
S p a '-0
'-0
S p a
2" 2"6 Spa. @ 1'-0" = 6'-0"
S p a '-0
'-0
S p a
4 Spa. @ 1'-0" = 4'-0"
5 Spa. @ 1'-0" = 5'-0"
ELEVATION
1'-0" 1'-0" 4"4"
(Top & Bott.)
#5A14
(Typ.)
(Top & Bott.)
#5A13
A
T o p B o tt
4"1'-0" 1'-0"
#5A15 (Top & Bott.)
#5A14
(Top & Bott.)
4"4"
#5A16 (Top & Bott.)
#5A17
A (T o p B o tt.)
A T o p B o tt
(Typ.)
(Top & Bott.)
#5A16
(Typ.)
(Top & Bott.)
#5A16
A (T o p B o tt.)
A T o p B o tt
PLAN
SECTION A-A
SECTION B-B
#5A16 (Top & Bott.) #5A16 (Top & Bott.) #5A16 (Top & Bott.)
(Top & Bott.)
#5A13 (Top & Bott.)
#5A13
#5A9 (e.f.) #5A3 (e.f.) #5A9 (e.f.)
#5A5 (f.f.)
#5A9
#5A9
ABUTMENT 1 REINFORCEMENT - 2
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
A
B U
T R
E I N
F .D
G N
4"
#5A12 or #5A13
#5A12 (Top & Bott.)
#5A16
(Top & Bott.)
(Typ.)
#5A11
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R24
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
A
B U
T P
E .D
G N
ABUTMENT 2 PLAN AND ELVATION
PLAN
6'-11"
8'-11"
6'-0"
3'-0" 3'-0"
ELEVATION
8'-11"
1'-0" 6'-11" 1'-0"
Elev. 673.73Elev. 673.73
Elev. 671.82
Elev. 668.46
Elev. 666.46
" = 1'-0''4
Beam seat A
A
A
A
Backwall/Cheekwall
Beam seat
Top of footing
Bottom of footing
SECTION A-A
Backwall top step
Elev. 671.82
1'-3"
C BearingL seat
Beam
6'-11" 1'-0"1'-0"
Footing
Beam seat
1'-0"2'-0"
Elev. 668.46
Top of footing
No. 57 Stone
1'-0"
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R25
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
PLAN
ELEVATION
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
A
B U
T R
E I N
F .D
G N
" = 1'-0"4 3Scale:
" = 1'-0"4 3Scale:
Scale: 1" = 1'-0"
As shown
8 Spa. @ 1'-0" = 8'-0"
A e .f
#5A3
#5A1
#5A1
#5A5
5 Spa. @ 1'-0" = 5'-0"
#5A6 (Top & Bott.)
#5A7
(Typ.)
#5A6
2"
#5A7 (Top & Bott.)
2"
"2
2"
"2
A
T o p B o tt
S p a
6 Spa. @ 1'-0" = 6'-0"
#5A2, #5A3, #5A4 & #5A5
#5A3
(Typ.)
(Typ.)
#5A2
(Typ.)
#5A5
6 Spa. @ 1'-0" = 6'-0"2"
(Typ.)
#5A3
(Typ.)
#5A2
8 Spa. @ 1'-0" = 8'-0"
#5A7 (Top & Bott.)
2"2" "2
13 "2
(Typ.)
#5A7
(Typ.)
#5A7
(Typ.)
(e.f.)
#5A5
(Typ.)
#5A5
#5A6
ABUTMENT 2 REINFORCEMENT
A
8" "2 17 2"8""2
#5A2, #5A3, & #5A5 (e.f.)
"2 178"2" "2
17 8" 2"
"4 13 "4 la p
S p a e .f
A
SETION A-A
B
BA
A
Scale: 1" = 1'-0"
SETION B-B
" = 1'-0"4 3Scale:
FOOTING PLAN
2"
"4 13 "4
#5A6 (Top & Bott.)
5 Spa. @ 1'-0" = 5'-0"
(Typ.)
#5A6
S p a
A e .f
#5A1
#5A6
#5A1 or
E q u a l s p a c e s
A e .f
T y p
(Typ.)
#5A2
(Typ.)
#5A4
#5A2
S p a
#5A4
#5A2
(Typ.)
#5A6
#5A7 e .f
A
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R26
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
TYPICAL SECTION
6'-0"
6'-8"
CL Boardwalk
Log fascia
TYPICAL SECTION
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
T
Y P X
S .D
G N
(Typ.)
Diaphragm
C15 x 40
(Typ.)
W21 x 73
" = 1'-0"2
(Typ.)
head lag bolt
" Hex 2 1"x22
Notes:
2"
" Ø hole16
2"
A
A
B B
DETAIL A VIEW A-A
Detail A
VIEW B-B
"2 screws " Deck2 s c r e w s
D e c k
(Typ.)
Angle2 1L3x2x length between beam stiffeners.
Timber blocking between beam and log fascia to run full 2.
and on 2-foot maximum spacing along beam.
Install two L3x2x1/2 hold down angles at each end of beam, 1.
rail cap (Typ.)
2"x 8" Timber timbers (Typ.)
2" x 2" Diagonal rail (Typ.)
2" x 4" Timber post (Typ.)
4" x 4" Timber pickets (Typ.)
2" x 2"Timber curb (Typ.)
4" x 6" Timber nailer (Typ.)
3" x 10" Timber deck
3" x 6" Timber
(Typ.)
Timber blocking
4" x 16" timber deck
Top of 3" x 6" nailer (Typ.)
3" x 10" Timber
(Typ.)
Scupper block
4" x 6" nailer
3" x 10" Timber deck
3" x 6" Timber timber deck
Top of 3" x 6" nailer (Typ.)
3" x 10" Timber recessed head (Typ.)
nut and washer with
1"Ø x 16" carriage bolt, according to Section 555
Waterproofing membrane
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R27
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
FRAMING PLAN
63'-8"
12'-6" 12'-6" 12'-6"
L StructureC
CL Beam 2
CL Beam 1
C
FRAMING PLAN
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
F
P .D
G N
" = 1'-0"8
12'-6"0'-7" 12'-6" 0'-7" diaphragm (Typ.)
L C 15 x 40
(Typ.)
W21 x 68 connection plate (Typ.)
1/2" Bearing stiffener and and connection plate (Typ.)
1/2" Intermediate stiffener
STIFFENER-CONNECTION PLATE-DIAPHRAGM DETAIL
CL
(Typ.)
"4
5 Detail A
Detail A
Detail A
T y p
Beam
T y p
S p a
T y p
T y p
S p a
T y p
4 2"x 4"x 1 " stiffener
4 2" x 4" 1 "
Connection plate
"16 93'-11
Ø h o le s
T y p
Notes:
" Ø high strength steel.8 7All bolts 1.
2"
2"
DETAIL A
CL Girder
Scale: 3" = 1'-0"
" 4
" = 1'-0"8 3Scale:
(Typ.)
No weld
(Typ.)
No weld
T y p
N o w e ld
" 4
C 15x40 Diaphragm b o lt s
T y p
Ø h o le s f o r
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R28
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
BEAM DETAILS
" = 1'-0"8 3Scale:
W21 x 73
0.1 L 0.2 L 0.3 L 0.4 L 0.5 L 0.7 L 0.8 L 0.9 L0.6 L of Bearings
G I R
D E
R S
CAMBER TABLE
I STEEL D.L. (in.)
CL
Reference line
Span L
Total camber
0.8L 0.9L0.7L0.1L 0.2L 0.3L 0.4L 0.5L 0.6LPoint No.
cambered girder
Top of web fully
CL
Bearings
Abutment 2 &
CL
CL
Bearings
Abutment 1 &
CL
CAMBER DIAGRAM
II TIMBER D.L. (in.)
III PEDESTRIAN L.L. (in)
TOTAL = I+II+III (in.)
''16
''16
"8
"8
"8
"8
"2
"16
"16
"16
"8
"16
"8
"8
"16
"8
"16
"2
"16
"16
"8 5 1
"8
"8
"16
"16
"16
"8
"8
No scale deflected girder
Top of web fully
DL Deflection
GIRDER ELEVATIONA
C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
B
E A
M D
E T
A I L S .D
G N
As Shown
0'-7" 0'-7"
2'-1" 14 Spa @ 4'-3" = 59'-6"
63'-8"
5 Spa @ 12'-6" = 62'-6"
1 1/16" Diameter holes for log fascia bolt connection
1/2" Connection plate-inside face, 1/2" stiffener-outside face
1/2" Connection plate-inside face (Typ.)
1/2" Bearing stiffener-outside face
" 16 15 1" "16
"16 31 ''8
51 2"
"8 12 "8
2'-1"
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R29
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
BEARING DETAILS
EXPANSION ELASTOMERIC BEARING
CL Beam bearing
Elastomeric
"4
BearingCL
"8 53 "8
"2
(Typ.)
FIXED ELASTOMERIC BEARING
CL Beam bearing
Elastomeric
"4
BearingCL
"8 53 "8
"4
"8 53 "8
CL Girder
CL Bearing
A A
BEARING PLAN
" Interior layer2
" Top & bottom layer4
"4 securely to pad
" Steel shim moulded8
"4 1 "4
SECTION A-A
(4 elastomeric pads total)
CL Beam
Beam concrete
Top of
"8 75 "8 bearing
Elastomeric
Anchor bolt " Sole plate2
1 1
Hex nut (Galv.)
Cut washer (Galv.)
Anchor bolt (Galv.)
1"
Top of concrete
CL
(Typ.)
1" Dia. anchor bolt
ELEVATION VIEW
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
B
E A
R I N
G D
E T
A I L S .D
G N
3" = 1'-0"
ANCHOR BOLT
" 4 1" x 7" x 1'-22
Sole plate
" 4 1" x 7" x 1'-22
Sole plate
3" x 1
"4 31'-2
"4 33"4
33 "4 33"4
"2
(Typ.)
"4 31'-2
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R30
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
L PostC
RAIL ELEVATION
Scale: 12" = 1'-0"
SECTION A-A
Scale: 11 2" = 1'-0"
A
A long (Typ.)
#5 Rebar 10'' footing Concrete
Vertical post pressure treated, (Typ.)
POST FOOTING DETAIL
Scale: 1'' = 1'-0''
As Shown
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
R
A I L D
E T
A I L S .D
G N
DETAIL A
Scale: 3" = 1'-0"
Rail Post Connection
"DETAIL A"
DETAIL C
Scale: 1" = 1'-0"
Curb-Scupper Block-Deck Connection
B
B
3" 6" 6" 6" 3"
Scale: 1" = 1'-0"
SECTION B-B
Notes:
DETAIL D
C
C
Scale: 2" = 1'-0"
Scale: 2" = 1'-0"
SECTION C-C
2" x 8" Timber rail cap 2" x 4" Timber rail
4" x 6" x 24" Scupper block (Typ.)
4" x 6" Timber curb
2" x 2"
Timber
2" x 4" Timber rail
4" x 4" Timber post (Typ.)
4" x 6" Timber curb
4" x 6" x 24" Scupper block
4" x 6" Timber blocking
RAIL DETAILS-1
14 Spa. @ 4'-0" = 56'-0"1'-8"
Details-2 sheet
See Rail
Front face backwall
Sta 100+35
End of beam
End of deck between posts
2" Gap
Front face backwall
Sta 100+99
End of beam
End of deck
2"
ABUTMENT 2 DETAIL
3" x 6" Timber plank
3" x 8" Timber plank ripped to
7" wide
Front face of backwall
End of beam
ABUTMENT 1 DETAIL
3" x 6" Timber plank
Front face of backwall
End of beam
Compression seal
2"
2"
"DETAIL C"
"DETAIL D"
e a c h p o s t
C a r r ia g e b o lt s x
"4 32"4
"4 13'-8 "4
13'-8 "2 11'-5
"8 17 Spa. @ 5
"8 17 Spa. @ 5"16
34 "8 1@ 5
2 Spa.
"16
"8 1@ 5
2 Spa.
(Typ.)
"16
(Typ.)
"16
"8 53"8
"4
'' = 1'-0''2 1Scale: 1
'' = 1'-0''2 1Scale: 1
L
1'-0"
D
D
Scale: 2" = 1'-0"
SECTION D-D
L
L
Timber deck
Rail post
Curb
Scupper block
Deck
Blocking
(Typ.)
Carriage bolt
"Ø x 15" 4
Rail post
(Typ.)
Lap joint
"8 5" x 14
4" x 6" Timber curb
4" x 6" x 24" Scupper block
4" x 6" Blocking block (Typ.)
2" x 4" Spacer
C Post(Typ.)
bracing cross Timber 2" x 2"
2" x 4" Spacer block
C Post
C Bracing joint
"8 17 Spa. @ 5 bracing and spacer block.
" stainless steel screw. Pre-drill cross 2 1with one #12 x 4
Fasten cross bracing joint at centerline6.
timber when fasteners are at the ends of board.
Pre-drill 2 inch x2 inch, 2 inch x4 inch, and 2 inch x8 inch 5.
" stainless steel screw at each end.2 1#10 x 2
Fasten 2 inch x2 inch vertical and diagonal boards with one 4.
steel screws over continuous section.
steel screws at each end of board and two #10 x 3" stainless
Fasten rail cap and rails to posts with two #10 x 3" stainless 3.
rails.
Stagger joints of 2 inch x8 inch rail cap and 2 inch x4 inch continuous over a minimum of three 4 inch x4 inch posts.
2 inch x8 inch rail cap and 2 inch x4 inch rails to be 2.
inch, 2 inch x8 inch and 3 inch x6 inch timber connections.
Provide stainless steel screws for all 2 inch x2 inch, 2 inch x4 1.
Cross bracing (See Note 6)
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R31
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
No Scale
N
A
A
PLAN
Scale: 1'' = 1'-0''
VIEW A-A
L
RAIL DETAILS-2
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
R
A I L D
E T
A I L S .D
G N
Scale: 4'' = 1'-0'' concrete
Cast-in-place
Rail post
4" x 4"
4'-0"
"16 16"16
16 "8 17 Spa. @ 5 and front face of backwall
Begin Bridge @ C structure
"8 11'-8
Wingwall A
Wingwall B
(Typ.)
" Stainless plate4
See Post Connection Details
See Post Connection Details
POST CONNECTION DETAILS
FRONT VIEW SIDE VIEW
e m b e d m e n t th r e a d e d r o d
Ø S ta in le s s
"16 carriage bolt (Typ.)
" Ø x 5" Stainless2
Scale: 1'' = 1'-0''
Wingwall A opposite hand
"4
"8 plate in base
1"Ø Hole
" Ø hole16 9washer with
" Square 4
" Lock washer2
TOP VIEWS
assembly
Full at front face of wingwall
Proposed ground line
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R32
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
BORING LOCATION PLAN
N
BH 19-04
B eg in B ri dg e
S ta
PLAN
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
B
O R I N
G L
O C
A T I O
N P
L A
N .D
G N
1" = 10'-0"
A
LL
E Y
B R A N C H
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R33
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
BORING SUBSURFACE PROFILE
E le v a ti o n ft
E le v a ti o n ft
0.9
1.2
0.8
0.3
1.1
12.4
Depth (ft) N
BH 19-04
Rec.
LEGEND
N
Groundwater depth encountered during drilling.
Rec.
Rock Quality Designation (%)
Recovery (ft)
RQD
Standard Penetration Test
Resistance in Blows per Foot
Groundwater depth at boring completion.
FILL SP
THE BORING LOGS ON THIS SHEET REPRESENT THE SUBSURFACE CONDITIONS ENCOUNTERED
AT THE BORING LOCATIONS SHOWN. SUBSURFACE CONDITIONS MAY VARY BETWEEN THESE LOCATIONS.
Groundwater depth monitored after boring completion.
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
B
O R I N
G S
U B
S U
R F
A C
E P
R O
F I L E .D
G N
Not to Scale
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
R34
M
P R
O J E
C T
S o z a r M
O E
R F
O
N P
S
O Z
A R -1 (1
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
REINFORCING BAR LIST - 1
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
-J u n -2
:4
P
M
A C
T U
A L F I L E R M
O E
R F
O N
P S O
Z A
R
B
A R L I S
T .D
G N
Not to Scale
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
80108 MO
OZAR 2017-1(1)
MO ERFO NPS
310826
250992
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
RE CV
DRAWN BY
Christopher NegleyJEG of
DATE BRP NO.BRIDGE PLAN SHEET
BRP-128634
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
OZARK NATIONAL SCENIC RIVERWAYS
ALLEY SPRING TRAIL FOOT BRIDGE
ABUTMENT - 1 REINFORCEMENT
V or N
2 2•"#5A1 5 Horiz.
2 2•"#5A2 5 Vert.
17 3ƒ"#5A3 5 Vert. f.f.
STR#5A4 5 Vert. n.f.
17 3ƒ"#5A5 5 Vert. n.f.
STR#5A6 5 Horiz. n.f.
247 3ƒ"#5A7 5 Horiz.
52 3ƒ"#5A8 5 Horiz. e.f.
17 3ƒ"#5A9 5 Vert. e.f.
STR#5A10 5 Horiz. e.f.
17 3ƒ"#5A11 5 Vert. e.f.
STR#5A12 5 Horiz. top & bot.
STR#5A13 5 Horiz. top & bot.
STR#5A14 5 Horiz. top & bot.
STR#5A15 5 Horiz. top & bot.
STR#5A16 5 Horiz. top & bot.
STR#5A17 5 Horiz. top & bot.
SUBTOTAL
B
STR
TYPE 2
A G
B
B
C
D
OPTIONAL LEG
TYPE 17
A
E G
B
D F
C
D
C
B
A
TYPE 52
ABUTMENT - 2 REINFORCEMENT
V or N
STR#5A1 5 Horiz. e.f.
17 3ƒ"#5A2 5 Horiz.
17 3ƒ"#5A3 5 Vert. U-bar
17 3ƒ"#5A4 5 Vert. e.f.
17 3ƒ"#5A5 5 Vert. e.f.
STR#5A6 5 Horiz. top & bot.
STR#5A7 5 Horiz. top & bot.
SUBTOTAL
| A01-A04 |
| A05-A12 |
| A13-A21 |
| B01-B05 |
| C01-C07 |
| D01-D05 |
| D06 |
| D07-D08 |
| D08 |
| D09 |
| D10-D14 |
| M01-M12 |
| N01-N09 |
| R01-R34 |
| S01-S20 |
| S01-S08 |
| S09-S15 |
| S16-S20 |
File details come from the government source that posted it. Updated .