Plans.pdf

Sheet and Description

B2 S2

Misc Prairie Creek Bridge

Allowance Bid Schedule

A0100 15101-0000 MOBILIZATION LPSM ALL

A0150 15215-2000 SURVEY AND STAKING, BRIDGE EACH 1 1

A0200 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0250 15401-0000 CONTRACTOR TESTING LPSM ALL

A0300 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0350 15701-0000 SOIL EROSION CONTROL Includes debris

LPSM ALL containment system

A0400 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM All ALL

A0450 40301-0000 HOT ASPHALT CONCRETE PAVEMENT TON 43 2 45

A0500 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 14 14

A0550 55302-3700 PRECAST, PRESTRESSED CONCRETE Contract Quantity

DECKED BULB TEE GIRDERS LNFT 291 291

A0600 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 3,475 3,475

A0650 55601-0900 BRIDGE RAILING, STEEL LNFT 218 218 Contract Quantity

A0700 55901-2000 MEMBRANE WATERPROOFING, TYPE 2 SQYD 164 164 Contract Quantity

A0750 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 8 8 Contract Quantity

A0800 62201-0400 BACKHOE LOADER, 2 CUBIC F00T

MINIMUM RATED CAPACITY

BUCKET, 12-INCH WIDTH HOUR 10

A0850 62301-0000 GENERAL LABOR HOUR 20

A0900 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

A0950 63309-0100 DELINEATOR, TYPE 1 EACH 17 17

A1000 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 6 6

A1050 63502-0900 TEMPORARY TRAFFIC CONTROL,

CONE, TYPE 28-INCH EACH 10 10

A1100 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 150 150

A1150 63610-2800 CONDUIT, 4-INCH, PVC LNFT 300 300

A1200 63621-1000 UTILITY BOX, PULLBOX EACH 3 3

SUMMARY OF QUANTITIES

4-

Fe b-

:5

PM

N

B ri dg e

Pr es er va tio n\

PW

R \F

Y1 3\

C A F

TN

P

PW

R P

R

ES

(1

3) \R oa dw ay \C

A D

D _S he et s\ B -S um m

S um m ar y-

0% F in al

.x ls m ]S he et

MileStone: 100% Design Date Completed: 02/04/15 Report Date: 02/04/15

A M E N D

Line Item No.

Pay Item Number

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

REG STATE PROJECT

CA FTNP REDW PRES

1(14)

B1CA

NO.

SHEET

PWR B2

SHEET

TOTAL

C BridgeL

Abut. 1

Abut. 2

PLAN

ELEVATION

PLAN AND ELEVATION

NONE

CA

Expansion joint (typ.)

Abut. 1 Endwall

Abut. 2 Endwall

23'-1"Length of Bridge Slab = 73'-10"23'-1"

Expansion joint (typ.)

A

El. 98.05

Sta. 2+01.50

Begin Bridge

El. 98.43

Sta. 2+78.50

End Bridge

El. 98.23

El. 98.23

El. 97.85

El. 97.85

41" deep deck bulb tee girder (typ.)

+0.5%

NOTES:

El. 98.06

Begin Bridge Slab

El. 98.42

End Bridge Slab verify all dimensions and elevations before start of the work.

2. All elevations are based on as built plans. The contractor shall

1. Elevations are at the top of asphalt wearing surface.

S1

Wyoming 2-tube steel railing (TL-3) w/ pedestrian rail

SAMIR SIDHOM RYAN WEHNER RG2988-

SHEETS

NO.

PROJECT

STATEREGION

PWR

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.

DATEBRIDGE DRAWING

PROJECT TEAM LEADERSCALE

CHECKED BYDRAWN BY

DESIGNED BYREVISIONS

BY

DATENO.

REVISIONS

N

B r id g e

P r e s e r v a ti o n \P

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A

F

T N P

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(1

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G \C

A D

F il e s \D

G N

F il e s \r g p e .d g n

ROUTE 14-A

REDWOOD NATIONAL FOREST

HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

CA FTNP PRES 1(14)

NOVEMBER 2014

GENERAL NOTES

NONE B2

S2

U.S. DEPARTMENT OF TRANSPORTATION

N

B r id g e

P r e s e r v a ti o n \P

W R \F

Y \C

A

F

T

E S

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g g n .d

HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

SCOPE OF WORK

21'-6"77'-0"21'-6"

C BridgeL

Abut. 1

Abut. 2 joint seal

Remove compression joint seal

Remove compression laminated deck and planks.

Remove 2" x 8" timber timber curb

Remove 12" x 18" timber curb

Remove 12" x 18"

EXISTING TYPICAL SECTION

L

23'-0"

10'-0"10'-0"

C Bridge

6" 1'-0" 1'-0"

6"

NONE

SCOPE OF WORK

6'-8"3'-4"3'-4"6'-8" treated timber deck Remove 2" x 8"

Remove timber planks

(typ.)

timber curb 12" x 18" Remove

3 C

El. 97.68

Sta. 2+01.50

Begin Bridge

El. 98.06

Sta. 2+78.50

End Bridge

+0.5%

El. 71.76

El. 74.45

50Q = 6,000 CFS

H.W. EL. 92

NOTE:

provided on the as-built plans.

Elevations shown are based on information

Remove existing bearing pads (typ.)

bent plates (typ.)

plate girders and

Remove existing steel superstructure

Remove existing steel

S3

EXISTING PLAN

EXISTING ELEVATION

9. Install asphalt overlay and asphaltic plug joints at expansion joints.

8. Install bridge rail and terminal railing with steel stain finish.

7. Pour concrete curbs for the bridge and install waterproofing membrane.

6. Install curb reinforcing steel, anchor bolts and rail posts.

diaphragms.

5. Install P/S Deck Bulb Tee girders, install reinforcing steel and pour concrete on the plans.

4. Install reinforcing steel for abutment caps and pour concrete as shown

3. Roughen abutment caps and top of wingwalls.

and gage station.

2. Remove existing steel superstructure, compression joint seals, bearing pads wingwalls.

1. Remove existing timber deck and timber curbs on the bridge and

U.S. DEPARTMENT OF TRANSPORTATION

N

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F il e s \r g p e .d

HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

CA FTNP PRES 1(14)

NOVEMBER 2014

plate

" bent 16

Remove existing 12" x 18" timber curb

" = 1'-0"4 1 D

SECTION B-B BRIDGE RAIL

WINGWALL DETAILS

ABUTMENT CAP &

2" 5 spa. @ 6" 1'-8"1'-8" 6"

2'-0"

Abutment

Existing

SECTION A-A

1'-4"

"2 19'-73'-9""2

19'-7

4 spa.

Abutment 1 - Elev. 94.14

Abutment 2 - Elev. 94.52

23'-0"

Joint Material

Expansion

0.5" Preformed

Abutment

Existing

Gutterline

Wingwall

#4CE3 #5CE1

#5CE2

Overlay Asphalt

1'-8" Curb

1'-6"

2"

" = 1'-0"2 1Scale: 1

" = 1'-0"4 3Scale:

S e e R

G K f o r

C

E

C

E s p a c in g

S e e R

G K f o r

C

E

C

E s p a c in g

B B

A

A

PLAN VIEW

ELEVATION VIEW

ABUTMENT CAP AND WINGWALL NOTES:

C Rdwy.L

4 spa.6" 1'-8" 1'-8" 2"5 spa. @ 6" 1'-4"

#5CE2

#5CE1 (typ.)

#4CE3 (typ.)

E m b e d m e n t d e p th s e e n o te

5 spa. @ 8"

= 2'-6", #5AE3

2'-0", #5AE3

@ 6" = = 3'-4", #5AE1

2'-0", #5AE3

@ 6" = = 2'-6", #5AE3

E m b e d m e n t d e p th e e n o te

4" Ø pvc utility pipe

2-#5AE4

#5AE2

3-#5AE2

3-#5AE4

2-#5AE4

(Abut. 1 Shown, Abut. 2 Similar)

(Abut. 1 Shown, Abut. 2 Similar)

S4

#5AE4

#5AE3#5AE1

#5AE2

1'-6"

S e e N o te fo r g ir d e r d e p th fo r g ir d e r d e p th

10. Contractor shall adjust cap height depending on girder depth.

and the required hardware.

9. Prior to performing work, the contractor must field verify all dimensions approved sealant.

8. After placed concrete attain the required strength, seal concrete with an general notes.

7. Pour concrete class A(AE) and chamfer all exposed edges as per the placement of new concrete.

6. Use concrete bonding product on exposed concrete surfaces before placement of curb concrete.

5. Railing posts shall be in place and in proper alignment prior to

4. Place all reinforcement steel with 2" of cover, unless otherwise noted.

3. Contain and keep all construction debris from falling into the stream.

specifications.

adhesive. Drill depth shall be according to epoxy manufacturer's

2. Drill existing concrete and place new stirrups using structural epoxy

The removal method must be approved by the CO before use.

concrete. Use a method that does not damage the existing rebars.

1. Roughen concrete surfaces by exposing aggregate of the existing

U.S. DEPARTMENT OF TRANSPORTATION

N

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R O .d

HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

1'-0"

2'-2" min. splice#5EE1 embedment in endwall 1" Girder top flange

C Gdr. AC Gdr. BC Gdr. CC Gdr. DL L L L

End Bridge 2+78.50

BeginBridge 2+01.50

1'-8"10'-0"10'-0"1'-8"

2" 2"

C Brg.L

2-#5EE1 (typ.)

"8 14 eq. spa. = 3'-6 1'-2"1'-2"

L

L

2-#5EE1 (typ.)#7EE5 dowel (typ.)

2" 1'-2""4 3= 1'-6

2 eq. spa.

2-#5EE1 (typ.)

(Abut. 1 shown, Abut. 2 similar)

(Abut. 1 shown, Abut. 2 similar)

SECTION A-A

= 1'-0"2

1Scale

C Bridge

C Bridge

" = 1'-0"8

A

A

END DIAPHRAGM

E

2" 5" 5"

#5EE8

e q s p a f .f

#6EE2 f.f.

1'-3"

C BearingL

#5EE4 (typ.)

#6EE2 (typ.)

#7EE6 dowel (typ.)

#7EE6 dowel (typ.)

(typ.)

2-#5EE1

#6EE2 o.f. (typ.)

#6EE2

#6EE2

#5EE3 f.f. (2 tot.)

#7EE6 dowel

#6EE7 o.f. or

#7EE6 dowel

#5EE4 o.f. or

S5

#6EE7 (typ.)

g a p

1" gap

Begin/End Bridge Slab

END DIAPHRAGM PLAN

END DIAPHRAGM ELEVATION

1" expansion joint filler joint filler

1" expansion

END DIAPHRAGM NOTES:

due to cap height adjustment.

No additional quantity will be added to the pay item 55201-0200

P/S girder if used.

Adjust horizontal reinforcing steel spacing to accommodate the 45" the height of the end diaphragm if 45" P/S girder will be used.

End Diaphragm details shown are based on 41" P/S girder, adjust

U.S. DEPARTMENT OF TRANSPORTATION

N

B r id g e

P r e s e r v a ti o n \P

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G N

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G e n d d ia p h r a g m .d

HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

GIRDER NOTES:

End Elevation.

See Girder

2'-2"

BC Lifting Eye.

@ ends) flange (typ.

Blockout gdr.

L

L

L

HALF GIRDER ELEVATION

B

A

A

C h o le s

3"

C Gdr.LC Gdr.L

See detail.

Sawtooth keys.

3"

3"

L strands (draped)

Concrete Diaphragm spacing

3"

2" = 18"

9 spa. @

3"

2" = 18"

9 spa. @

= 9"

@ 3"

3 spa.

2"

C p a

G E s p a p a

2-#4GE9

2-#5GE1 & #4GE2

2 - #4GE9

GIRDER END ELEVATION

SECTION C-C

SAWTOOTH KEY DETAIL

L

C Gdr.

L

L

L girder

End of full width.

Sawtooth keys are

No Scale

1" (typ.)

(typ.)

#5GE1 (typ.)

#4GE9

STRAND PATTERN

(Strand pattern is typical for all girders)

Length of Girder = 72'-10"

36'-5"

C Span

Symm. about

P/S GIRDER

" = 1'-0"2

" = 1'-0"4 1Scale:

5"

9"6'-8" 29 spa. @ 1'-0" = 29'-0"

2-#4GE3 and #4GE4

7'-4"

36'-5" See details on RG2988-J.

C Concrete DiaphragmL

4" C Brg.

L

L for interior face of exterior girders bend as shown at both ends

Extend circled strands and

(24 tot.)

6'-8"

2-#5GE1 & #4GE2

11 spa. @ 6" = 5'-6"

10" hook (typ.)

bars 1'-7" and

Extend #5GE7

8"

#4GE6 (7 tot.)

#5GE7 (8 tot.)

strands

Extend 8

GIRDER A (GIRDER D MIRRORED)

VIEW A-A

GIRDER A (GIRDER D MIRRORED)

SECTION B-B

F

8"

Notes: Curb ties not shown. See RG2988-H for spacing.

4"

C Brg. See RG2988-I for Bearing Details.

S6

1"

#3GE10

#3GE10

and to compensate for bridge grade.

7. Ends of girders shall be vertical when under full dead load placing of the overlay.

flange and fill with an approved non-shrink grout prior to

6. After erection, cutoff lifting loops 1 inch below top of the

".4

34. Estimated camber after placing HACP & railing = 1

".8

73. Estimated camber at release of strands = 1 bars.

2. See RG2988-H for spacing of transverse top flange shorting due to prestressing.

" longer than shown to allow for8

31. Cast girders

NOTE:

Details shown are for a 41" P/S girder.

U.S. DEPARTMENT OF TRANSPORTATION

N

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HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

surface

Roughened

(typ.)

6"

(typ. @ outside edge)

" drip groove 4

"2 11'-7 (typ.)2"

6"

2'-0"(typ.)

1" chamfer

@ MIDSPAN

2'-0"(typ.)

1" chamfer

6"

C Gdr.L

"2 11'-72" (typ.)

9" 9"

(typ.)

"2 12'-3

#4GE8 (7 tot.)

#5GE7 (8 tot.)

#4GE8 (7 tot.)

(8 tot.)

#5GE7

#4GE6

#4GE3

#6GE5

#4GE3

#4GE6

C Gdr.L

L

"8 55'-9

C Gdr.

c l.

L

(typ.)

1" cl.

@ ENDS @ ENDS

PRESTRESSED GIRDER ESTIMATE

ITEM UNIT

Concrete

Reinforcing Steel

Cu. Yards

Lbs.

Feet

(typ.)

1" cl.

c l.

c l.

C Gdr.L ty p c l.

ty p c l.

#5GE7 (8 tot.)

#4GE9 (8 tot.)

#4GE9 (2 tot.)

#5GE7 (8 tot.)

#4GE8 (7 tot.)

#4GE9 (8 tot.)

#4GE9 (2 tot.)

#5GE1 #3GE10 (typ.)

#4GE6

#5GE1

#4GE2

#3GE10 (typ.)

@ MIDSPAN

See RG2988-H.

(int. flange only).

(typ.).

See RG2988-H

(GIRDER D MIRRORED)

GIRDER A

(GIRDER C MIRRORED)

GIRDER B

P/S GIRDER SECTIONS

" = 1'-0"2

"#4GE4

placement only)

(for concrete diaph.

#4GE4

#4GE6

#4GE2

See RG2988-I.

(int. flange only).

Longit. flange key

#6GE5

"8 55'-9

1'-8"

#6GE5

" cl.2

#5GE11

#5GE11 surface

Roughened wrench tight washers (5" Thd) nuts & 2 std.

bolts, w/ 2 hex c l.

Tack reinforcing steel top and bottom mats of

Place anchorage between

"x 2'-0"2 1Bar 3"x

"x 1'-6"2 1Bar 3"x

L

Not galvanized

" x 2"2 1Bar 2"x

"2 16"2

16 "2 15"2

2'-0"

No Scale

ANCHOR BARS

"8 72'-10

"8 72'-10 "8

72'-10

#4GE8 (7 tot.)

c l.

G

#6GE5

See RG2988-I.

Longit. flange key (typ.).

S7

INTERIOR EXTERIOR

See RG2988-N for prestressed girder bar list.

Note: Quantities shown are for one exterior P/S girder and for information only.

U.S. DEPARTMENT OF TRANSPORTATION

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HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

Post spa. L

L

L

#5GE11

Top bar spa.

Bott. bar spa.

(interior flange only)

Longitudinal flange key connection spa.

Welded

Longitudinal flange key

L

(typ.)

& #4GE6 (bott.)

#6GE5 (top)

(typ.)

& #4GE6 (bott.)

#6GE5 (top) tie spa.

#5GE11 Curb

36'-5"

5"

7 spa. @ 4'-10" = 33'-10"2'-2"

(interior flange only)

Welded connection (typ.)

through gdr. flange

C Gdr.

End Gdr.

Symm. about C Span

P/S GIRDER TOP FLANGE

1" "2

7 spa. @ 10" = 5'-10" 7 spa. @ 10" = 5'-10" 7 spa. @ 10" = 5'-10" 7 spa. @ 10" = 5'-10"

#5GE7 (8 tot. top) #5GE11 (typ.)

4 spa. @ 8'-10" = 35'-4"8"

C Post (typ.)L

2" "2

85 spa. @ 5" = 35'-5", #6GE5 "2

C Concrete Diaph.

"2

5"

#6GE5 (top) (typ.)

C Concrete Diaph.L

C Gdr.L

Symm. about C SpanL through gdr. flange(interior flange only)

Welded connection (typ.)

#6GE5 (top) (typ.)

#5GE7 (8 tot. top)

(GIRDER A SHOWN, GIRDER D SIMILAR)

HALF GIRDER A & D PLAN

HALF GIRDER B, & C PLAN

" = 1'-0"4

(typ. at posts)

H.S. bolts

73 -

2" "2

42 spa. @ 10" = 35'-0", #4GE6

36'-5"

7 spa. @ 4'-10" = 33'-10"2'-2"

85 spa. @ 5" = 35'-5", #6GE5 "2

"2

5"

42 spa. @ 10" = 35'-0", #4GE6

Symm. about C Span

Top bar spa.

Bott. bar spa.

connection spa.

Welded

5"

End Gdr.

2" "2

2" "2

1'-2"

"2

"2 15 "2 15 "2

15 "2

1'-2"

"2 15 "2

"2 15 "2

1'-2"

"2 15 "2 15 "2

15 "2

1'-2"

"2 15 "2 15 "2

15 "2

1'-2"

10" hook (typ.)

bars 1'-7" and

Extend #5GE7

10" hook (typ.)

bars 1'-7" and

Extend #5GE7

H

L needed to avoid diaphragm blockouts.

Adjust reinforcing steel in top flange as

Note:

S8

U.S. DEPARTMENT OF TRANSPORTATION

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HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

FLANGE KEY BETWEEN CONNECTIONS

FLANGE KEY DETAIL

WELDED CONNECTION DETAIL

ALTERNATE #1 - PLAN ALTERNATE #2 - PLAN

ALTERNATE #1 - SECTION A-A ALTERNATE #2 - SECTION B-B

5"

"8 1(typ.) 2

" x 4" PL4 3" x 24 non-shrink grout.

Fill with high strength typ.

"2

11"4 1= 2'-0". (typ.)

At exterior gdrs. length

").4 1gdrs. (length = 6'-2 across top flange at int.

2 - #4 bars continuous x 6" (typ.)

"8 3L2"x 2"x

" x 4" PL4 3" x 24 non-shrink grout.

Fill with high strength

5"

"8 1(typ.) 2 studs (typ.).

x 8" welded

12 -strength, whichever is greater.

72 hours or until grout reaches design grout, keyway grout shall be water cured for hours prior to placing grout. After pouring non-shrink grout. Keep keyways moist for 24

Fill longitudinal flange keys with high strength

Girder flange

1" "2

" chamfer4

"x 6"8 3L2"x 2"x

" x 4" PL4 3" x 24 typ.

" 4

(typ.)

stud (typ.).

(typ.)

"8

A A B B

(typ.)

C #4 bars

"x 6"8 3L2"x 2"x

" x 4" PL4 3" x 24

(typ.)

" 4 typ.

L

"8 gap" 2 around

Grade 3 or higher hardness, Elastomer

60 Durometer

1'-9"

" cl. all8

C Gdr.L

C Brg.L "2 110 "2 gap" 2 1 gap" 2

3.

2.

1.

BEARING NOTES:

BEARING PAD DETAIL

"2 backer rod closed cell

P/S GIRDER DETAILS

NONE

No Scale

Asphalt plug material

Bridge Plate Asphalt overlay

Bridge Endwall

Sealed Expansion Gap

Bridge Slab

ASPHALT PLUG JOINT

10"10"

1"

Live load = 52 Kips.

Dead load = 47 Kips

Abutment design service loads per bearing:

be permanent and be visible after the bearing is installed.

direction arrow that points ahead station. All marks shall shall include the bearing location on the bridge, and a

All bearings shall be marked prior to shipping. The marks

Grade 3 or higher.

to AASHTO M251 with 60 Durometer hardness, elastomer

Steel reinforced elastomeric bearing pad shall conform

I

@ 0.375"

& 2 inner layer bott.) @ 0.25"

2 layers (top & to pad (3 tot. per pad)

(0.075") moulded securely

14 gauge steel shim

(8 Req'd.)

x 6" (typ.)

"8 3L2"x 2"x

S9

NOTE:

welded connections are required.

Interrupt longitudinal flange key where

" Ø backer rod 4

U.S. DEPARTMENT OF TRANSPORTATION

N

B r id g e

P r e s e r v a ti o n \P

W R \F

Y \C

A

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HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

TYPICAL SECTION

DECK PLAN

Scale 18" = 1'-0"

" = 1'-0"4

73'-10"

C Gdr. AL

C Gdr. BL

C Gdr. CL

C Gdr. DL

C BridgeL

Sta. 2+01.50

Begin Bridge

Sta. 2+78.50

End Bridge

1" open joint

Abutment Endwall Abutment Endwall

AA

J10

C BridgeL

23'-4"

"4 32'-10"8

15'-10"8 15'-10"8

15'-10"4 32'-10

1'-8"20'-0"1'-8"

L

Longitudinal flange key (typ.)

Welded connection (typ.)

36'-11"36'-11"

SECTION A-A

C Diaphragm of non-shrink grout.

and topped wih 1" layer with concrete diaphragms

" cl.2

L

8"

4"

Scale: 1"= 1'-0"

2% 2%

"8 11'-3 1'-3" bolt (typ.).

See detail.

Asphalt wearing surface

TYPICAL SECTION

DECK PLAN &

C Concrete diaphragm (typ.)

utility pipe (typ.)

4" Ø pvc

S10

#4DE1

10"= 3'-4", 4 spa. @

#4DE1 (typ.)

#7DE4 (typ.)

#5DE3

#6DE2

#4DE1

AT MID SPAN NEAR ABUTMENT

(typ.)3DE5#

#6DE2 (typ.)

INTERMEDIATE DIAPHRAGM NOTES:

Adjust reinforcing bars to match the adjusted 1" Ø anchor bolts.

adjust the height of diaphragm if 45" P/S girder will be used.

Intermediate diaphragm shown are based on 41" P/S girder, U.S. DEPARTMENT OF TRANSPORTATION

N

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d

HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

Rail post spa.

Curb joint spa.

Pay Length for Steel Bridge Railing = 109'-0"

Symmetrical about C spanL

See details this sheet.

Curb joint (typ.)

(typ.)4 1TS 6 x 2 A

A

1'-6"

Curb

Begin/End

RAIL ELEVATION

Form outside face)

(typ. on traffic, top, &

" chamfer strip 2

CURB JOINT FORMING DETAIL

C Curb jt.L

BRIDGE RAIL

Begin/End Bridge

7'-0"

" = 1'-0"16

Roughened surface

3"

6"6"6"6"6"6"

7 spa. @ 10" = 5'-10"

6"6"6"6"6" 5"

6 spa. @ 10"

C Post (typ.)L

= 3'-3"

4 eq. spa.

#5CE1 (typ.)

6"

3 spa.

Pay Limit

6 spa. @ 8'-10" = 53'-0"

3 spa. @ 20'-0" = 60'-0"

6" 3"

2"

5"5"

7"

B

B

NOTE:

1" gap

K

& #4CE3

#5CE1

= 1'-6"

@ 6"

#4CE3

#5CE1 & #5CE1 & #4CE3

#5CE1 & #4CE3

= 5'-0", 2-#5CE2 2-#5SE4

L

L

#5GE11 (typ.)

See RG2988-M for details.

C Rail splice where req'd.

C expansion splice see RG2988-M

See RG2988-H for #5GE11 curb tie spacing

See sheet RG2988-L for Sections A-A & B-B

#5EE8

S11 for details.

See RG2988-M

Terminal Rail (typ.)

"2

"4

"8 3" x 6 x 2

1Bar 2

SECTION A-A

No Scale

" x 8" bar4 32" x

" bar8 3" X 6" X 2

" = 1'-0"4 3Scale:

" = 1'-0"4 3Scale: " = 1'-0"4

3Scale: B

B

SECTION B-B ELEVATION

" = 1'-0"2 1Scale: 1

U.S. DEPARTMENT OF TRANSPORTATION

N

B r id g e

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HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

CA FTNP PRES 1(14)

NOVEMBER 2014

"16 w/nut and lock washer

"� x 3" carriage bolt2

RAIL CONNECTION DETAILS

A A

C PostL

4" 6" 8" 6" 4"

2'-4"

" slot, typ2 1" x 316

"16 3" X 2

1" X 12

1TS 2

" rail)16 3(for ts 3 x 2 x

2'-6"

4" 6"

" slot, typ2 1" x 316

"16 3" X 2

1" X 12

1TS 2

EXPANSION SLEEVE DETAIL STANDARD SLEEVE DETAIL

" rail)16 3(for ts 3 x 2 x

1'-6"

"2 136"

1'-6"

3"

MinMin

6"

6"

"4

"4

3 ", TypTS 3 x 2 x 16

3 ", TypTS 3 x 2 x

C PostL C PostL

EXPANSION SPLICESTANDARD SPLICE

8"

5"

"4 12 "4

12"2

C

C

SECTION C-C ELEVATION

C PostL

"2 12"2

"4

"2

" bar8 3" X 8" X 2

"16

3TS 2 X 2 X

Rail Tube

"16

3TS 3 X 2 X

Top Rail

" = 1'-0"4 3Scale:

NOTES:

SECTION A-A BRIDGE RAIL

C u r b

L

LC Post

L

4" 4"

Not galvanized

"2 16"2

16 "2 15"2

"2 15 "2

"4 31 "4

"4 13 "4

"2 11'-2

1C 1

"2 1" x 11" x 1'-2 8

5Base PL

C le a r R d w y

2'-0"

5" typ.

typ.

typ.

L

" x 8" bar4 32"x

L

"R

No Scale

(Supply as required for construction)

RAIL BOLT DETAIL

"2

"4

"4 12 "4

12 "2

"2 1"2

1C 1

2 - PL'S

"4

"4

"8 3" X 10" X 1'-108

10"

"2 1" x 11" x 1'-28

5PL

Typ.

1" 1"

"2

Hex nut (typ.)

Lock washer (typ.)

holes (centered)

9P washer w/

"2 1" x 2" x 5 16

L

1Bar

"4 138"

" slotted holes4 3" x 116

15C

(typ.)

(See RG2988-K for location of Section A-A)

T h r e a d

BRIDGE RAIL POST DETAILS

(30 posts, req'd.)

(1 OF 2)

BRIDGE RAILING DETAILS

" = 1'-0"4

SECTION C-C

SECTION D-D ANCHOR BARS

1'-8" Curb

Gutterline

1'-6"

2"

(See RG2988-K for location of Section B-B)

SECTION B-B BRIDGE RAIL

(Shown on Wingwall)

(Shown on Bridge Slab)

Wingwall

L

#4CE3

#5CE1

#5CE2

Rail Bolt (see detail) with

2 nuts and

2 lock washers

"2 1" x 516

5one 2" x washer with

92 -

" Gage)2 1(3

5" 5"

Gutterline

1TS 6 x 2 x

"2 16 "2

1'-8" Curb

P r o j.

" Rad.4

"4

"2

#5CE4

#5GE11

bolts, w/ 2 hex washers (5" Thd) wrench tight nuts & 2 std.

Tack

D D

C C reinforcing steel top and bottom mats of Place anchorage between

"Top flange

SECTION

2'-4"

6" 4"

L (top & bott.)

welded continuous

" PL bent &16

"2 12'-6

4"6""2 1106"4"

"8 welded continuous

" PL bent &16

(top & bott.)

" Slot (typ.)2 11" x 3

STANDARD SLEEVE DETAIL

"x 2'-0"2 1Bar 3"x

"x 1'-6"2 1Bar 3"x

" x 2"2 1Bar 2"x

EXPANSION SLEEVE DETAIL

adhesive Structural epoxy

4" Ø PVC utility pipe (typ.)

S12

10. See estimate notes, RG2988-B for steel stain application.

9. For additional curb reinforcing details, see RG2988-K.

to receive rail bolts.

18. Rails shall be shop or field drilled 1 placement of curb.

7. Railing posts shall be in place and in proper alignment prior to requirements of ASTM A 780.

painted with two coats of zinc rich paint conforming to the

6. After installation of rail, the exposed rail bolt threads shall be rich paint conforming to the requirements of ASTM A780.

surface areas of the railing components with two coats of zinc

5. Before installing rails, paint cut, drilled, or otherwise damaged

4. Post base plates shall be flat after fabrication.

posts and rails shall be ground smooth prior to galvanizing.

3. Rail and rail components shall be galvanized, all rough edges on

2. Anchor bolts may be tack welded to anchorage (Shop or field).

of the rail members as installed.

Fabricator's shop plans. All vent holes shall be on the underside

1. Venting and pick-up holes in rails and sleeves shall be shown on

Overlay 2" Asphalt

U.S. DEPARTMENT OF TRANSPORTATION

N

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F il e s \r g r a il .d

HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

C End PostL

R d w y

C RailL

TERMINAL RAIL PLAN

7'-0"

"8 14'-4

3"

2"

"2 12'-111'-0"

"8 31'-2

"4 311 "8

"8 35'-0"8

51'-11 typ.

R

" (typ.)4 1HSS 6" x 2"

C End PostL

B-L1a

TERMINAL RAIL ELEVATION

Anchor block

Incidental to bridge railing

"2 13 "2

"8 5Bar 7" x

No Scale w/ 2 heavy hex nuts & 1 washer or 11 w/3 heavy hex nuts & 1 washer

(4 req'd per terminal)

SECTION A-A

R

A

A

L

"2 1 1'-6"

6"

C Post

(Top or bottom rail)

STANDARD SPLICE

"4

" (typ.)4 1TS 6" x 2" x

(see detail this sheet)

Standard Sleeve crush tube)

(Wrench tight, do not lock washer (typ.)

w/washer, hex nut &

' H.S. bolt2

L

1'-6"

No Scale

This design is based on Wyoming TL-3 Bridge Railing.

Sleeves shall be galvanized in accordance with AASHTO M11.

2'-0" from the splice end of the shorter tube.

A brace bar is required at terminals, and shall be placed

Splices may be located on either side of post.

post.

Not more than one splice shall be permitted per side of

Rails shall not be shop spliced.

over minimum of two post.

if either the top or bottom rail in the terminal is continuous two posts. Railing that is part of a terminal is continuous

Each rail length shall be continuous over a minimum of longer rail.

Either top or bottom rail in terminal section may be the throat is achieved.

and macroetch it to demonstrate that the required effective

The fabricator shall prepare a sample of the indicated joint

NOTES:

9.

8.

7.

6.

5.

4.

3.

2.

1.

Nongalvanized concrete anchorage hardware: ASTM A709, grade 36

Posts, base plates, bent plates, & sleeves: ASTM A709, grade 36

Class 8-8 (bolts); ASTM A563, Class 12 (nuts)

Cast-in anchor bolts: AASHTO M164 or ASTM F568, Structural tube railing: ASTM A501 or A500, Grade A or B

MATERIAL PROPERTIES:

" = 1'-0"2

(2 OF 2)

BRIDGE RAILING DETAILS

" Ø anchor bolt4

" bar for8 5" hole in 2

1C L

(typ.)

") 4 1(centered under HSS 6 x 2 x

" bar 8 51" Ø vent hole in

W in g w a ll

Pay Limit

End of wingwall

B

B c u r b

E x is t.

c o n c

Roughened Surface w/ 2 heavy hex nuts & 1 washer or 11 w/3 heavy hex nuts & 1 washer

(4 req'd per terminal)

Roughened Surface

"8 5Bar 7" x

"2 15"2

No Scale

SECTION B-B

M

6" "4

1'-6" 3"

6""4

C Post not crush tube) flat washer (Typ.)(Wrench tight, do one lock washer and one hardened hex nut (AASHTO M 291 Grade DH), bolts (AASHTO M 164) with one heavy

" galvanized high strength 2 1" x 34

C 1"Ø holes in rails (centered) for L

L

EXPANSION SPLICE

(Top and bottom rail)

Structural epoxy adhesive

E m b e d m e n t le n g th c u r b

E x is t.

c o n c

E m b e d m e n t le n g th

Structural epoxy adhesive epoxy manufacturer's specifications

* Embedment length shall be according to

S13

'-0

R

5"

3 m a x

"16

3TS 3 X 2 X

U.S. DEPARTMENT OF TRANSPORTATION

N

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HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION

REBAR LIST

NONE N14

S14

NOTES

All "E" bars are epoxy coated.

Dimensions in bending diagrams are out-to-out of bars

2.

1.

b.f. = both faces o.f. = other face f.f. = fill face

Abbreviations:

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 CAPS

V or N

1217 0'-3ƒ" 2'-5" 1'-8" 2'-5"6'-6"#5AE1 815 Stirrups

6STR 3'-5"3'-5"#5AE2 215 Horiz.

5217 0'-3ƒ" 1'-10" 1'-8" 1'-10"5'-4"#5AE3 2895 Stirrups

10STR 22'-8"22'-8"#5AE4 2365 Horiz.

628 LBSSUBTOTAL

END DIAPHRAGMS

V or N

8417 0'-3ƒ" 2'-7" 0'-8" 2'-7"5'-10"#5EE1 5115 Stirrups

10STR 23'-0"23'-0"#6EE2 3456 Horiz.

4STR 23'-0"23'-0"#5EE3 965 Horiz. f.f.

4STR 5'-0"5'-0"#5EE4 215 Horiz. o.f. btwn. gdrs.

12STR 4'-6•"4'-6•"#7EE5 1117 Dowels @ ends

12STR 4'-10"4'-10"#7EE6 1197 Dowels

6STR 3'-6"3'-6"#6EE7 326 Horiz. o.f.

853 0'-3ƒ" 0'-6ƒ" 1'-5ƒ" 0'-1•" 1'-1•" 2'-0•"5'-3"#5EE8 445 Curb stirrups

1279 LBSSUBTOTAL

EXTERIOR GIRDER

V or N

6451 3ƒ" 1'-1" 3'-2ƒ" 4‚" 10"5'-6"#5GE1 3675 Stirrups @ ends

3254 3„" 3ƒ" 11" 11" 3ƒ" 4‚" 4‚"2'-7•"#4GE2 564 Stirrups @ ends

11851 3„" 1'-1" 3'-2ƒ" 4‚" 8"5'-4"#4GE3 4204 Stirrups

5954 2" 3ƒ" 11" 11" 3ƒ" 4‚" 4‚"2'-7•"#4GE4 1034 Stirrups

1741 4•" 8" 5'-7" 6"6'-3"#6GE5 16336 Trans. top flange

9081 3„" 9•" 2'-ƒ" 9•" 4‚" 2'-•" 5'-7ƒ"5'-8•"#4GE6 3434 Trans. top flange

875 2'-2" 78'-10" 60'-0" 21'-0" 181'-0"#5GE7 6765 Long. top flange

775 1'-8" 73'-6" 60'-0" 15'-2" 175'-2"#4GE8 3514 Long. top flange

20STR 6'-0"6'-0"#4GE9 804 Horiz. @ ends

64T9 1†" 4" 4" 4"1'-0"#3GE10 243 Ties

9865 3ƒ" 10" 1'-•" 1'-4ƒ" 1'-•" 6" 1'-•" �»¿4'-9•"#5GE11 4905 Curb

4545 LBSSUBTOTAL

INTERIOR GIRDER

V or N

6451 3ƒ" 1'-1" 3'-2ƒ" 4‚" 10"5'-6"#5GE1 3675 Stirrups @ ends

3254 3„" 3ƒ" 11" 11" 3ƒ" 4‚" 4‚"2'-7•"#4GE2 564 Stirrups @ ends

11851 3„" 1'-1" 3'-2ƒ" 4‚" 8"5'-4"#4GE3 4204 Stirrups

5954 3„" 3ƒ" 11" 11" 3ƒ" 4‚" 4‚"2'-7•"#4GE4 1034 Stirrups

174STR 5'-6•"5'-6•"#6GE5 14486 Trans. top flange

9081 3„" 9•" 2'-ƒ" 9•" 4‚" 2'-•" 5'-7ƒ"5'-8•"#4GE6 3434 Trans. bot. flange

875 2'-2" 80'-10" 60'-0" 23'-0" 183'-0"#5GE7 6935 Long. top flange

775 1'-8" 75'-6" 60'-0" 17'-2" 177'-2"#4GE8 3614 Long. top flange

20STR 5'-6"5'-6"#4GE9 734 Horiz. @ ends

64T9 1†" 4" 4" 4"1'-0"#3GE10 243 Ties

3890 LBSSUBTOTAL

CONCRETE DIAPHRAGMS

V or N

1517 3„" 2'-1•" 5" 2'-1•"4'-8"#4DE1 474 Stirrups

6STR 3'-5"3'-5"#6DE2 316 Horiz. b.f.

18STR 5'-0"5'-0"#5DE3 945 Horiz. b.f.

6STR 4'-0"4'-0"#7DE4 497 Dowels

220 LBSSUBTOTAL

CURB ON BRIDGE AND WINGWALLS

V or N

13253 0'-3ƒ" 0'-4ƒ" 1'-5ƒ" 0'-1•" 1'-1•" 1'-10•"4'-11"#5CE1 6775 Stirrups

8STR 22'-8"22'-8"#5CE2 1895 Longitudinal

1321 0'-3„" 0'-6" 1'-3•" 0'-4‚"1'-9•"#4CE3 1584 Trans. top

475 3'-5" 73'-6" 60'-0" 16'-11" 176'-11"#5CE4 3215 Longitudinal

1345 LBSSUBTOTAL

B

STR

A G

J

B

TYPE 1

B

C

D

OPTIONAL LEG

TYPE 17

B

G A

TYPE T9 TYPE 51

D

B

C

E

F

E

D

B C

TYPE 53

TYPE 54

E

F

D C

B

H

A

B

C

V F

E

D

TYPE 65

TYPE 75

N = Number of Laps

B E

C

D

TYPE 81

B D

HH

C C

K

O

(Cost of gdr. reinforcing is included in the decked bulb tee pay item and is not included in the reinforcing estimate) (Quantities are for one girder only)

(Cost of gdr. reinforcing is included in the decked bulb tee pay item and is not included in the reinforcing estimate) (Quantities are for one girder only)

U.S. DEPARTMENT OF TRANSPORTATION

N

B r id g e

P r e s e r v a ti o n \P

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HUMBOLDT COUNTY, CALIFORNIA

PRAIRIE CREEK BRIDGE REHAB

RYAN OWEN

CA

of 14 DANIELLE GERMANI

S14

NPS PMIS NO.: 194540 DRAWING NO.: 106-123155 PEPIC: 43120

BRIDGE PRESERVATION