Plans_ERFO-UOC 118(1).pdf

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PROJECT TEAM LEADER BRIDGE DRAWING

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DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

LASE

MOLLICY BAYOU BRIDGE

Hratch Pakhchanian

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

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DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

No scale YM LN LN

GENERAL NOTES

GENERAL NOTES AND INDEX

BRIDGE DRAWING NO.

INDEX OF DRAWINGS

DRAWING TITLE

Cast-in-place Concrete:

Reinforcing Steel:

GEOTECHNICAL REPORT:

MATERIALS:

Live loads:

Dead loads:

DESIGN LOADS:

Construction:

Design:

SPECIFICATIONS:

Concrete: 150 pcf.

Future Wearing Surface: 25 psf.

f’c = 4000 psi at 28 days.

Furnish reinforcing steel conforming to AASHTO M31, Grade 60 deformed.

Provide 2" cover for reinforcing steel unless otherwise noted.

f’c = 6,000 psi at 28 days f’c = 5,000 psi at release

HL-93.

" unless noted otherwise on the plans.4 3Chamfer exposed edges of all concrete

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 (U.S. Customary Units).

AASHTO LRFD Bridge Design Specifications, Fifth Edition, 2010 and Interim Revisions

Prestressed Concrete:

Furnish class HPC concrete for prestressed girders

Prestressed Girders:

Prestressed girders are AASHTO I-Beam - Type II prestressing strands conforming to AASHTO M203.

" diameter, seven-wire, uncoated, low-relaxation,2 1Prestressing steel shall be furnish Grade 270, Boring Location Plan

Reinforcing Steel Bar List

Miscellaneous Details

Bridge Rail Details

Slab Reinforcement

Girder Details

Girder Layout

Abutment and Wingwall Reinforcement - 2

Abutment and Wingwall Reinforcement - 1

Abutment Layout

Foundation Layout

Plan and Elevation

Site Plan

General Notes and Index f’c = 3000 psi at 28 days.

Furnish Class A(AE) for wingwalls, abutments, and pile caps

For boring logs and other geotechnical information, see Geotechnical Report No. 08-11, dated July 2011.

Furnish Class D(AE) for deck slab, curbs, and diaphragms

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ERFO-UOC 118(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

BRIDGE DRAWING

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

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SHEET

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

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PROJECT TEAM LEADER BRIDGE DRAWING

2 " = 1’-0" YM BSK LN

SITE PLAN

N

CL Structure

Existing bridge

End Bridge

Elev. 73.20

Sta. 102+28

Begin Bridge

Elev. 73.70

Sta. 101+76

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ERFO-UOC 118(1)

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

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DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

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NO.

PROJECT TEAM LEADER BRIDGE DRAWING

" = 1’-0" YM LN/ BSK LN

PLAN AND ELEVATION

Bridge length = 52’-0"

N

52’-0"

C u r b

C u r b

CL Structure

Wingwall B

Wingwall A to be removed

Existing bridge

CL

Profile grade

PLAN

ELEVATION

4’-0"

(Typ.)

T y p

(Typ.)

End Bridge

Elev. 73.20

Sta. 102+28

Begin Bridge

Elev. 73.70

Sta. 101+76

Abutment 2 Abutment 1

Wingwall B

Wingwall D

5’-0" 3’-0" left of ground line @ 10’-10"

Approximate existing roadway

ExistingCL

1.0%

(Typ.)

Metal curb drain

DETAILS" sheet for details)

(See "MISCELLANEOUS

12’-6"12’-6"

6"

(Typ.)(Typ.)

(see Note 1) fabric for slope protection with Type IV-D geotextile

Proposed ground line (see Note 1) fabric slope protection with Type IV-D geotextile for

Proposed ground line

"STANDARD AND DETAILS" sheets

See "EROSION CONTROL PLANS" and1.

Note:

Direction of flow

Direction of flow

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

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NO.

PROJECT TEAM LEADER BRIDGE DRAWING

As shown YM BSK LN

FOUNDATION LAYOUT

CL Structure

Elev. 64.50 Elev. 64.50

T y p

CL

CL

CL

CL

N

PLAN

ELEVATION

Location

Abutment 1

Abutment 2

95 kips 52 ft

95 kips 52 ft

1’-4" 1’-4"

M in

H-Pile pile cap beam

Bottom of

T y p

A

A

ELEVATION VIEW A-A

CONNECTION DETAIL

HP-PILE-TO-PILE CAP

#7 Bar

End Bridge

Sta. 102+28

Begin Bridge

Sta. 101+76

NO SCALE

3 SCALE: " = 1’-0"

3 SCALE: " = 1’-0"

1’-6" 1’-6"

" dia.16

Oversized hole

S p a

S p a

S p a

S p a

HP 14x89

Abutment 1 &

HP 14x89

Abutment 2 &

(Each Pile)

Estimated Pile Length

150 kips

150 kips

(Each Pile)

Nominal Capacity

(Each Pile)

Factored Capacity

Note:

Pile installation is in accordance to Section 551.2.

installation process for test piles.

Use pile driving analysis (PDA) during1.

(see Note 1)

Test pile

(see Note 1)

Test pile

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ERFO-UOC 118(1)

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

ERFO-UOC 118(1)

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PROJECT TEAM LEADER BRIDGE DRAWING

ABUTMENT LAYOUT

6’-0"6’-0"

6’-0" 6’-0"3’-0"3’-0"

T y p .)1’-0"

(Typ.)

Begin/End Bridge

CLStructure

CL

CL

(Typ.)

Girder

Bearing &

2’-0" 1’-0"

CL

A

A Elev. B Elev. B

Elev. D Elev. C Elev. C Elev. D

BearingsCL

HP 14x89

Bearing &

CL

CL

(Typ.)

HP 14x89

Elev. E

Pt. D Pt. C Pt. C Pt. D

Pt. B

Elev. A

Pt. B

Pt. A

PLAN

ELEVATION

SECTION A-A

N

Abutment 2

Abutment 1

(Abutment 2 shown, Abutment 1 similar)

(Abutment 2 shown, Abutment 1 similar)

Wingwall A or C

Wingwall B or D

Bridge deck

Girder

ELEVATIONS

ELEV.

A

B

C

D

E

73.70

73.41

64.50

SCALE: " = 1’-0"

SCALE: " = 1’-0"

SCALE: " = 1’-0"

1’-0 "

Geocomposite sheet drain plastic pipe

(collector pipe) plastic pipe

CL

plastic pipe

DETAIL A

Proposed ground line

CL

T y p

(See Detail A)

4" Drain pipe and glue or tape to back perforated discharge pipe

Wrap filter fabric around aggregate base course at approaches.

the top of weepholes to the bottom of proposed

Geocomposite sheet drains should extend from

Weephole Note:

sheet drain

Geocomposite sheet drain

Geocomposite

6" Drain pipe

73.20

72.91

64.50

ABUT. 1 ABUT. 2

23’-0"

5’-6"5’-6"

2’-0"

(Typ.)

Pt. B

Pt. B

T y p

Bridge

Begin/End

Constr. jt. (Typ.)

4" x 4" Fillet

1’-6" Bearing

Abutment &CL

CL

7 days.

Backfill abutment backwalls after the backwalls have cured for to top of girders after deck slab has cured for 3 days.

Place abutment backwall and remaining portion of deck concrete

4’-0" of end of superstructure slab.

At each end of the bridge, place concrete for deck slab within

Erect girders and place diaphragm concrete.

cured for 7 days.

Backfill of the abutment is allowed after the abutments have

Backfill abutment stems to 6" below the bridge seat elevation.

Place abutment stem concrete to bridge seat elevation.

"FOUNDATION LAYOUT" sheet.

Drive piles and cut off piles at length shown on

7.

6.

5.

4.

3.

2.

1.

INTEGRAL ABUTMENT CONSTRUCTION PROCEDURE

(Typ.)

68.92 68.47

(Typ.)

vent hole pipe

3" Dia. PVC schedule 40

(Typ.)

pipe vent hole schedule 40

3" dia. PVC

4"

(Typ.)

T y p

"2 17’-10 "2

17’-10

68.82 68.32

jt. (Typ.)

Constr.

T y p

CL

(Typ.)

DETAIL B

SCALE: 3" = 1’-0"

45 "2 1L 4"x4"x concrete anchor stud

" dia. x 6" long2

Notes:

"8 shown on plan.

" as2 1and welded to L4"x4"x

Concrete anchor studs are 6" long3.

of ASTM A108.

diameter and meet the requirements

" 2 1Concrete anchor studs are 2.

anchor studs spacing is 12" o.c.

Maximum spacing of concrete 1.

17’-0"

"2 1L4"x4"x

"2 1L4"x4"x

AbutmentCL

CLStructure vent hole pipe schedule 40

3" Dia. PVC

See Detail B

4’-9" Const. jt.

0.5%

M in

LASE

STATE PROJECT

SHEET

NO.

REGION

ERFO-UOC 118(1)

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

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LASE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

ERFO-UOC 118(1)

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PROJECT TEAM LEADER BRIDGE DRAWING

YM LN

CLStructure

BearingsCL

PLAN

ELEVATION

LN

REINFORCEMENT - 1

ABUTMENT AND WINGWALL

E

E

A

A

B

B

D

D

3 " = 1’-0"

6" 6"1’-0" 1’-0"1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0"4 Spa. @ 1’-0" = 4’-0" 4 Spa. @ 1’-0" = 4’-0" 4 Spa. @ 1’-0" = 4’-0"

#5A6 #5A6

#5A2 #5A2 and #5A6 #5A2 and #5A6 #5A2 and #5A6 #5A2

#5A1 #5A1 #5A1 #5A1

(T y p

M in

T y p

M in

’-8

A

S p a

A

T y p

A

S p a

A e .f

Key:

n.f. = near face f.f. = far face e.f. = each face

5’-0" lap (Typ.)

#5A8 (Typ.)

A

T y p

#5A11 #5A11 #5A11

#5A11 #5A11 #5A11#5A13 #5A13 #5A13

See Note 5 (Typ.)

#5A4 #5A4 #5A4

#5A3 (at pile locations)

#5A5 #5A5 #5A5 #5A5

6"1’-0"1’-0"1’-0" l a p

M in T y p

5.

4.

3.

2.

1.

A C

T U

A L F I L E A

B U

T R

E I N

F

D G

N

Constr. joint

(see Note 3) (Typ.)

Threaded insert

(T y p

A

F

F

Notes:

C

C

1’-0" 1’-0"1’-0"1’-0"2’-0"

2 Spa. @ 1’-0" 2 Spa. @ 1’-0"

6" 1’-0" 1’-0" 1’-0" 1’-0"1’-0" 1’-0" 1’-0" 2’-0"

#5A4

2 Spa. @ 1’-0"

#5A4

2 Spa. @ 1’-0"

#5A4

2’-0"

(Typ.)

#5A16

A

T y p

S p a

(Typ.)

#5A17

Single straight bars are to be placed within 3" of the flanges.

flanges (including haunched areas) of the girders.

Threaded inserts are not to be used in the top or bottom

The minimum concrete cover is 3", otherwise noted.

sheet for locations of threaded inserts.

See "ABUTMENT AND WINGWALL REINFORCEMENT - 2"

". 8 1Length of threaded insert is 2 sheet for Sections A-A through C-C and Views D-D & E-E.

See "ABUTMENT AND WINGWALL REINFORCEMENT - 2"

Abutment 1 shown, Abutment 2 similar.

2’-0"

(Typ.)

#5A9

B

B

(Typ.)

#5A15 e.f.

N

Abutment 2

Abutment 1

N

LASE

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REGION

ERFO-UOC 118(1)

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

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LASE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

ERFO-UOC 118(1)

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NO.

PROJECT TEAM LEADER BRIDGE DRAWING

YM LN

Girder

LN

REINFORCEMENT - 2

ABUTMENT AND WINGWALL

3 " = 1’-0"

SECTION A-A

SECTION B-B

SECTION C-C

THREADED INSERT LOCATIONS

#5S3#5S3

5 - #5A7

(Typ.)

4 - #5A7

(Typ.)

for #5 bar

Threaded insert

A

S p a

A

S p a

T y p e .f

#5A7

#5A1

#5A5

#5A3

(Typ.)

#5A2

T y p

M in

#5S3#5S3

#5A7

T y p

#5A6

#5A4#5A4

#5A6

#5A8

#5A13

#5A11

#5A2

#5A3

#5A7

#5S3#5S3

Threaded insertCL

End of girder

Face of web

Abutment n.f.

"2

End of girder

S p a

SECTION G-G G VIEW E-E

G 3" 5"11 Spa. @ 8" = 7’-4""

A e .f

#5A14

S p a

L a p

Constr. joint

"2 11’-6

A C

T U

A L F I L E A

B U

T R

E I N

F .D

G N

A

S p a

"2 12 "2

#5A12

SECTION F-F

spa.

2 Eq.

details)

DETAILS" sheet for

(see "MISCELLANEOUS

Water stop

#5A5

#5A1 #5S3#5S3

Girder

#5A7

SECTION D-D

wingwall

Top of abutment

Top of

(Typ.)

#5A4 #5A4

A e .f

#5A14

PLAN VIEW

ELEVATION

#5A17

#5A13 or

#5A10

#5A8 or

#5A9

#5A11 or

LASE

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NO.

REGION

ERFO-UOC 118(1)

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

R08 R08

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LASE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

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D e s ig n

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NO.

PROJECT TEAM LEADER BRIDGE DRAWING

GIRDER LAYOUT

CL

diaphragm

Intermediate

52’-0"

25’-0" 25’-0"

CLStructure

CL

(Typ.)

Girder

FRAMING PLAN

A C

T U

A L F I L E G

I R

D L

A Y

O U

T .D

G N

Deck

Diaphragm Diaphragm

Girder

T y p .)(Typ.)

3"

CL3" Dia. vent hole

(Typ.)

A

A

SECTION A-A

SCALE: " = 1’-0" 8

SCALE: " = 1’-0" 4

1’-0"1’-0"

CL

Abutment 1

Bearing &

CL

CL

Abutment 2

Bearing &

CL

abutment construction procedure.

See "ABUTMENT LAYOUT" sheet for integral of 3" PVC vent pipes.

See "ABUTMENT LAYOUT" sheet for locations

2.

1.

Notes:

(Typ.)

vent hole pipe

3" PVC schedule 40

Begin Bridge End Bridge

LASE

STATE PROJECT

SHEET

NO.

REGION

ERFO-UOC 118(1)

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

R09 R09

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DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

LASE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

ERFO-UOC 118(1)

-J a n -2

:3

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M A

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NO.

PROJECT TEAM LEADER BRIDGE DRAWING

As shown LN BSK YM

GIRDER DETAILS

1’-0"

1’-6"

2"2"

3"

6"

6"

2" = 1’-2"

7 Spa. @

1’-0"

6"

2 Draped

4 Straight

8 Straight

2 Draped

Lbs.

Concrete

Reinf. Steel

Cu. Yds.

Lin. Ft." Strands2

ITEM UNIT QUANTITY

PRESTRESSED GIRDER ESTIMATE

Note: Quantities shown are for one girder only girder

Symmetrical about

CL

5.0

S p a

" at 2,000 lbs.

strands pulled

Full lengthat 2,000 lbs.

strands pulled

Full length

#5G1 #5G1

Min. lap

1’-3"

#5G2

#5G2

1’-6"

2"2" 2" = 1’-2"

7 Spa. @

Min. lap

1’-3"

#5G2 #5G2

G

END SECTION MID SECTION

1 SCALE: 1 " = 1’-0" 2

1 SCALE: 1 " = 1’-0"

2" 10 Spa. @ 4" = 3’-4"

#5G1

16 Spa. @ 6" = 8’-0"

#5G1

13 Spa. @ 1’-0" = 13’-0"

#5G1

6"

G

2" 9 Spa. @ 6" = 4’-6"

#5G3 (2 each)

20’-0" (Tie down for draped strands)

25’-0"

ELEVATION

SCALE: 1" = 1’-0"

" 2

4"

6 " 8

6 " 4

1’-3 " 4

" 43

2’-10"

#5G3

#5G1

#5G2

" Dia. Prestressed strands (Typ.) 2

CL

girders) tubing (interior with non-rigid hole formed

2" Dia. openCL

Threaded inserts

" 2

T y p

Required Actions:

forms. If this exceeds the estimated gdr. camber

", the fillet will have to be8 3("A") by more than increased by raising profile grade as directed by machine screed rails to offset the gdr. deflections due to deck & diaph. placement ("B") as shown in the diagram.

1. Measure girder camber prior to setting deck

2. Set the deck forms and camber the deck

Deflection Equation

=Deflection, in inches, of girder at any point caused by the weight of deck and diaphragm.

X=Distance, in feet, measured from midspan (See diagram).

where:

Note:

Span

Gdr.

Brg.Brg.

the CO.

A=Estimated girder camber before placement of deck and diaphragm (inches)

B=Deflection due to placement of deck and diaphragm (inches) max = B @ x=0 (midspan) min = 0 @ x=L/2

C

A

CAMBER TABLE (INCHES)

SPAN BEAM A C

Exterior

Interior

B

DECK FORM SETTING DIAGRAM

NO SCALE

X

2B (L/2)

1 -of deck

Final position parallel to this curve (parabola).

deck machine screed rails

Set deck forms and

CL

D e c k

CL

of girder

Final position diaph. concrete of deck and before placement

Gdr. position

CL

CL

L=Distance, in feet, measured from to of bearings

C=Fillet at of bearing at of girder (inches)

B B

B and diaphragm concrete.

before placement of deck

Position of deck forms

25’-0" 25’-0"

CL CL

CL CL

"16 71 "16

5 "16

"16 71 "16

7 3"

LASE

STATE PROJECT

SHEET

NO.

REGION

ERFO-UOC 118(1)

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

R10

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DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

LASE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

ERFO-UOC 118(1)

-J a n -2

:3 a n -2

:3

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PROJECT TEAM LEADER BRIDGE DRAWING

CLStructure

4 Eq. spa. = 3’-10" 1’-1"1’-1"

#7D1 e.f.

#7D1 e.f.

3’-3"

(Typ.)

#8D3 (Typ.)

6’-0"6’-0" 3’-0" 3’-0"

CLType II AASHTO Girder

(Typ.)

12 Spa. @ 10" = 10’-0"12 Spa. @ 10" = 10’-0"

#5SE1

#5SE3 (Top & bottom) #5SE3 (Top & bottom)

T y p

Clr.

1 "

NEAR MIDSPAN

TYPICAL SECTION

C lr

C lr

21’-8"

2.5% 2.5%

Key:

n.f. = near face f.f. = far face e.f. = each face

C lr

#7D1

#7D1

#8D3

#4D2

8"

SECTION A-A

INTERMEDIATE DIAPHRAGM

(Typ.)

(Typ.)

Clr.

1 " 2

#4D2 (Typ.)

DECK REINFORCEMENT

SLAB REINFORCEMENT

S

E

T o p b o tt o m

CLStructure

74 Spa. @ 8" = 49’-4"

NO SCALE

SCALE: " = 1’-0"

SCALE: 1" = 1’-0"

#8D3

#5D4

#5D4

#5D4 (Typ.)

T y p

DETAIL A

see Detail A)

(exterior girders, with coil insert

All thread rod

1" Dia. x 3’-2"

All thread rod

1" Dia. x 3’-2"

2"

4"

1" Dia. x 4" coil insert

A C

T U

A L F I L E S

L A

B R

E I N

F .D

G N

10’-10"10’-10"

S

E e .f

S p a

1’-2"1’-2"

(Typ.)

A

A

(Typ.)

#5SE4

(Typ.)

#5SE2

4 Eq. spa. = 3’-10" 1’-1"1’-1"

#4D2 (Typ.)

4 Eq. spa. = 3’-10" 1’-1"1’-1"

#4D2 (Typ.)

T y p

Notes:

"8

T y p

1’-6"

(Typ.)

3’-0" Min. lap

(Typ.)

(Typ.)

1’-6"

"8 19 "8

3.

2.

1.

#5SE1 (Top and Bot.), 5SE2, and #5SE4

(See Note 3) aggregrate (Typ.)

6" Surface course

(See Note 3)

Type D (Typ.)

gradation

2" Aggregate (See Note 3)

(Typ.)

geotextile fabric

Type IV-D

See "TYPICAL SECTIONS" sheet for details.

for details of bridge rail.

See "BRIDGE RAIL DETAILS" sheet for details of end diaphragm.

REINFORCEMENT - 1 and 2" sheets

See "ABUTMENT AND WINGWALL

LASE

STATE PROJECT

SHEET

NO.

REGION

ERFO-UOC 118(1)

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

R11 R11

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DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

LASE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

ERFO-UOC 118(1)

-J a n -2

:3

P

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L F I L E R

A I L

D a n -2

:3

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M M P

R O J E

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NO.

PROJECT TEAM LEADER BRIDGE DRAWING

11 As shown BSK

BRIDGE RAIL DETAILS

(Typ.)

PostCL

ELEVATION

1 " 2

1 " 16

3 "

3 "

4 " 5"

PL x 2 x 0’-3 " 2

CL 8

7 " Dia. anchor bolts

2 Places

3See Section A-A

3web weld not

Do

9 "

2 " 4

1 "5"

CL

(Typ.)

1" x 1 " Slotted holes 2

" 2

5 " 8

3 "

" 8

PL x 2 x 0’-3 " 2

Post

W6 x 8.5

PL 4

PL x 2 x 0’-3 " 2

Top of baseplate

Stop welds baseplate from top of welds "

Terminate

3 "

C

C

W-BEAM

SECTION B-B

VIEW D-D

D

D

SECTION THRU RAIL

POST MOUNTING DETAIL

VIEW C-C

3 "

BB

A

A

VIEW A-A

CL

CL

CL

"16 31 "16

91 "16

9 Spa. @ 6’-3" = 56’-3"

Notes:

6’-3"6’-3" sawing)

(no head cutting or holes machine cut

" slotted2 1" x 4

"8

(Typ.)

Top of curb

Top of curb

2"2" 4 " 4

4 " 4

CL

in post flange vertical slot

" 2 1" x 14

3& head bolt with washer

" Dia. A307 hex 8

W-beam

29 8

1" x 1 " SlotsCL

W6 x 8.5 Post

3 2 in W-beam

" x 2 " Slot

W-BEAM SPLICE DETAIL

SCALE: 1 " = 1’-0" 2

SCALE: 1 " = 1’-0" 2

SCALE: 1 " = 1’-0" 2

SCALE: 1 " = 1’-0" 2

1SCALE: " = 1’-0"

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0" SCALE: 3" = 1’-0"

NO SCALE

post

First soil embeddedCL post

First soil embeddedCL manufacturer.

may vary slightly with coating. Actual section exclusive of protective thickness = 0.1046"

12 gage steel. Nominal

W-beam member is

Note:

W6x9 post can be used in place of W6x8.5 with nominal 25’-0" W-beam sections (26’-0 " overall).

Maintain 6’-3" post spacing wherever possible for use the structure.

to at least the first soil embedded post at each end of

W-beam rail member must be extended and connected

Use " diameter ASTM A307 Grade A anchor bolts.

galvanized unless otherwise noted.

All steel components except reinforcing steel must be than " exist.

Use epoxy mortar under post base plates if gaps larger

Posts must be perpendicular to adjacent roadway grade.

Face of rail and posts must be vertical transversely.

8.

7.

6.

5.

4.

3.

2.

1.

W6x8.5 PostW6x8.5 Post

W6x8.5 PostW6x8.5 Post

Plate Detail"

See "Masonary See "Masonary

Plate Detail"

SCALE: 1 " = 1’-0" 2

MASONARY PLATE DETAIL

PLAN

VIEW E-E VIEW F-F

F

F

EE

"2 11’-1

(Typ.)

T y p

2" base plate

Top of

LN YM

LASE

STATE PROJECT

SHEET

NO.

REGION

ERFO-UOC 118(1)

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

R12

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DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

LASE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

ERFO-UOC 118(1)

-J a n -2

:3

P

M A

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I S

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:3

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NO.

PROJECT TEAM LEADER BRIDGE DRAWING

No scale YM BSK LN

MISCELLANEOUS DETAILS

8 " 2

8 " 2

CL

Bearings

Abutments &

CL

2 Internal layers at "

(top & bot.) &

2 External layers at " all around

" Clr.

ABUTMENT BEARING PAD DETAIL

(8 Required)

6"

7 17’

3 sides (Typ.)

Depress concrete 1 " 2

1’-0"

6"

Inside curb

7 17’

2’-6 " 8

A A

B

B fabrication galvanize after

Steel tube A 500, 4" x 8" x "4

1 " 2

(Typ.)(Typ.)

Perimeter bar

1 " x "

1 " (Typ.)

METAL CURB DRAIN DETAILS

1’-5"

6"

3"

5 "

" 2

1 " 16

1 " 16

2 " 8 1in this area on each side will only be permitted

Stapling to wood form vertical @ 6" centers

" Long staples, place 8

Wood form - rear face of wall

Notes:

WATERSTOP DETAILS

molded securely to pad

4 - 11 gauge steel shims

ELEVATION

PLAN

PLAN VIEW AT CURB

VIEW A-A

SECTION B-B

GRATE DETAIL

ELEVATION

PLAN

of waterstop.

REINFORCEMENT - 2" for locations

See "ABUTMENT AND WINDWALL in color.

Type D waterstop shall be light gray stapling to forms.

for any purpose except as required for

Holes must not be made in waterstop

3.

2.

1.

aggregrate

6" Surface course gradation Type D

2" Aggregate

"16

Bar (Typ.)

"2 1" x 2

"16

(Typ.)

" Dia. rod8

1’-0"

Grate geotextile fabric

Type IV-D

D ir e c ti o n o f fl o w

LASE

STATE PROJECT

SHEET

NO.

REGION

ERFO-UOC 118(1)

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

R13

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S .d

DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

LASE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

REGION

December 2011

ERFO-UOC 118(1)

-J a n -2

:3

P

M A

C T

U A

L F I L E B

A R

L I S

T .D a n -2

:3

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NO.

PROJECT TEAM LEADER BRIDGE DRAWING

No scale YM BSK LN

REINFORCING STEEL BAR LIST

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 V

ABUTMENT REINFORCEMENT

17 0’-3�"#5A1 5 Stirrups

17 0’-3�"#5A2 5 Stirrups

S2 0’-2�"#5A3 5 Stirrups

17 0’-3�"#5A4 5 Stirrups

17 0’-3�"#5A5 5 Stirrups

17 0’-3�"#5A6 5 Stirrups

STR#5A7 5 Longitudinal

STR#5A8 5

STR#5A9 5

STR#5A10 5

STR#5A11 5

STR#5A12 5 Vert.

STR#5A13 5

STR#5A14 5 Vert. e.f.

STR#5A15 5 Horiz. e.f.

52 0’-3�"#5A16 5 Horiz.

STR#5A17 5

DIAPHRAGM REINFORCEMENT

14 0’-5�"#7D1 7 Vert. e.f.

S4 0’-1�"#4D2 4 Stirrups

STR#8D3 8 Horiz.

STR#5D4 5 Horiz.

LBSSUBTOTAL

SLAB REINFORCEMENT

STR#5S1 5 Trans. top & bot.

65 0’-3�"#5S2 5 Stirrups

STR#5S3 5 Longitudinal

LJ 0’-3�"#5S4 5 Stirrups

LBSSUBTOTAL

A

B C

D

E

O

H H

TYPE 14

B

C

D

OPTIONAL LEG

TYPE 17

A

G

B

C

H

D

TYPE S2

A G

C

D

TYPE S4

B

D

C B

A

TYPE 52

A

B

C

V F

E

D

TYPE 65

LBSSUBTOTAL

LASE

STATE PROJECT

SHEET

NO.

REGION

ERFO-UOC 118(1)

DATE DRAWING NO.

MOLLICY BAYOU BRIDGE

14 Hratch Pakhchanian

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

UPPER OUACHITA NATIONAL WILDLIFE REFUGE

December 2011

R14

MISCELLANEOUS

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

6. BHR-BORE HOLE REFUSAL

5. BHT-BORE HOLE TERMINATED

4. RQD-ROCK QUALITY DESIGNATION

3. CR%-PERCENT OF RECOVERY

2. R-REFUSAL, SPT 100 BLOWS/300 mm

1. SPT-STANDARD PENETRATION TEST -AASHTO T206-74

SCALE

7. GEOPHYSICAL TEST SITE: SEISMIC RESISTIVITY

S R

TEST BORING

BORING NUMBER B-N

DEPTH MARKS

BHT OR BHR

(TIME OF DRILLING)

WATER LEVEL (WL)

(24 HOURS)

WATER LEVEL (WL)

SHELBY TUBE

SPLIT SPOON

N BLOWS /

TESTS

PENETRATION

STANDARD

300 mm

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BORING LOCATION PLAN

AND SUBSURFACE PROFILE

SYMBOL TYPE OF MATERIAL SYMBOL TYPE OF MATERIAL

FAT CLAY

LEAN CLAY WITH SAND

SANDY CLAY

SANDY SILT SILTY SAND

Upper Ouachita National Wildlife Refuge

ERFO - UOC 118(1)

Mollicy Bayou Bridge

MEDIUM TO COARSE SAND FINE SAND

SAND WITH CLAY

SILT WITH SAND

N

End Bridge

Elev. 73.20

Sta. 102+28

Begin Bridge

Elev. 73.70

Sta. 101+76

CL Structure

52’-0"

1.0%

CLleft of ground line @ 10’-10"

Approximate existing

REGION

SHEET

NO.

LASE

STATE PROJECT

SHEET

NO.

REGIONREGION

NO.

Bridge Drawing 14 of 14

B-1

B-2

B-2B-1

ERFO-UOC 118(1)

NB-1

NB-2