B09_Amend_001_RG1486_Big_Thompson_COMPILED_0001.pdf

DRAWING INDEX:

Measu red alon g gu tterl ine

Measured along gutterline

B ig T h o m p s o n R iv e r

A

PLAN

L

RG2808-F.

joint. See

Replace Abut. 2

See RG2808-H.

hinge near Pier 2.

Replace joint at

See RG2808-G.

hinge near Pier 1.

Replace joint at

See RG2808-F.

Replace Abut. 1 joint.

R=954.93’

C Rdwy.

L

PLAN

C Rdwy.

L

L L

L

L

L

1"= 40’-0"

1’-8" (typ

Pay Limits for Removal of Bridge Railing = 364’-2"

Pay Limits for Removal of Bridge Railing = 366’-3"

R=938.93’

Gutterline

R=968.93’

Gutterline

K. EIKERMANN

Pay Limit for Steel Tube Backed Timber Bridge Railing (Guardrail System SBTC) = 360’-10"

Pay Limit for Steel Tube Backed Timber Bridge Railing (Guardrail System SBTC) = 362’-11"

(See Rdwy. Plans)

(Guardrail System SBTA)

Steel Backed Timber Guardrail

(See Rdwy. Plans)

(Guardrail System SBTA)

Steel Backed Timber Guardrail

"8 116’-7 "8

112’-5

(See Rdwy. Plans)

(Guardrail System SBTA)

Steel Backed Timber Guardrail

(See Rdwy. Plans)

(Guardrail System SBTA)

Steel Backed Timber Guardrail

(typ. @ all 4 corners)

See RG2808-E for transition rail details.

D. CHRISTENSEN 1

DECK JOINT REPAIR - HINGE 2

DECK JOINT REPAIR - HINGES

DECK JOINT REPAIR ABUTS.

TRANSITION RAIL DETAILS

RAIL DETAILS

RAIL NOTES & DETAILS

GENERAL NOTES AND ESTIMATE

PLAN

Drawing Title

H

G

F

E

D

C

B

A

Drawing No.

Measu red alon g C Rdwy.

L

102’-5" "2 177’-7

124’-11"

Begin Bridge @ C Rdwy.

C Pier 1 @ C Rdwy. C Pier 2 @ C Rdwy.

End Bridge @ C Rdwy.

railing or starting construction.

Contractor shall verify all dimensions before preparing shop drawings for bridge at all times. Provide temporary traffic barrier during construction.

Perform joint and railing replacement work in stages to accomodate 1 lane of traffic

Notes: Existing bridge is approximately located between Stations 431+81 and 434+85.

26’-0"

ELEVATION

Fixed hinge

Expansion hinge

Abut. 1 Abut. 2Pier 1

Pier 2 backed timber bridge railing.

(both sides) and replace with steel tube

Remove existing aluminum bridge railing prior to applying overlay.

bridge deck (15" x 15")

Repair area in concrete

Special Contract Requirements.

epoxy overlay. See Section 579 of

" thin bonded8 3approx.

Overlay concrete deck with

See section 563 of Special Contract Requirements.

and all below deck structural steel (Option X only).

Clean and paint steel girders, stringers, diaphragms, NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER

CO

of 8 RG2808-

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

-J u l-

:5

P

M N

C O r o m o (2

B r id g e R

G C

A D

F il e s D

G N

F il e s p e .d g n

BEAR LAKE ROAD

PRA ROMO 12(2)

KARL EIKERMANN

IMR

BIG THOMPSON RIVER BRIDGE REHAB

ROCKY MOUNTAIN NATIONAL PARK

BEAR LAKE ROAD

LARIMER COUNTY, COLORADO

S

B. ROBINSON

S49

NPS PMIS NO.: 53237

NOVEMBER 2010

GENERAL NOTES AND ESTIMATE

SPECIFICATIONS:

DESIGN: AASHTO Standard Specifications for Highway Bridges, 17th Edition, 2002.

CONSTRUCTION: Federal Highway Administration Standard Specifications for Construction of Roads and Bridges on

Federal Highway Projects, FP-03.

DEAD LOAD:

CONCRETE:

REINFORCING STEEL:

Item No. Item Quantity Unit

All concrete shall be structural concrete Class A(AE) with a minimum 28-day compressive strength f’c=4000 psi.

All reinforcing steel shall conform to AASHTO M31 or M322, Grade 60 deformed. The minimum concrete covering to the face of any bar shall be 2 inches, unless shown otherwise on the plans.

GENERAL NOTES:

NOTES:

K. EIKERMANN

NONE

MISCELLANEOUS STRUCTURAL STEEL:

conform to AASHTO M169. Guard angle assemblies shall be galvanized after fabrication.

Structural metal for guard angles shall conform to ASTM A36. Welded anchors for guard angles shall

K. EIKERMANN B2D. CHRISTENSEN

to Subsection 712.01(g).

inch, unless noted otherwise on the plans. Backer rod shall conform to 4 3Chamfer exposed edges of all concrete

56301-2000 Painting Steel Structure All Req’d. Lump Sum(7)

(7)

(6)

(5)

(4)

(3)

(2)

(1)

EPOXY OVERLAY: 3 lbs. per square foot applied to clear deck area.

STEEL TUBE BACKED TIMBER BRIDGE RAILING: 55 lbs. per linear foot.

CONCRETE: 150 lbs. per cubic foot. STRUCTURAL STEEL: 490 lbs. per cubic foot.

Includes cost of surface preparation, coating application and material, disposal of waste, and containment system.

Include repair of concrete deck area (estimated area = 10 square feet).

timber railing, attachment hardware, and drilling and installing epoxy anchors.

Includes cost of furnishing and installing structural steel plates, posts and tubes, included in quantity = 490 lbs.) and reinforcing steel mechanical couplers.

Includes cost of furnishing and installing miscellaneous structural steel for guard angle assemblies (estimated weight

Includes cost of plate removal at expansion joint, and removal of existing joint material as shown on the plans.

(estimated quantity = 37 linear feet).

Includes cost of non-sag silicone joint sealer (estimated quantity = 110 linear feet) and rapid cure silicone sealant

Contract Quantity

ESTIMATE (OPTION X):

61701-4020

57903-0000

55401-1000

55222-0000

55201-0200

20305-1000

20302-0150

Guardrail system SBTC (bridge railing)

Concrete Overlay (Thin Bonded Epoxy Overlay)

Reinforcing Steel

Grout (polymer mortar)

Structural Concrete, Class A (AE)

Removal of Concrete

Removal of Bridge Railing

1.0

2.5

2.5

Linear Feet

Square Yard

Pound

Cubic Feet

Cubic Yard

Cubic Yard

Linear Feet

(5)

(6)

(4)(1)

(2)

(1)

(3)

EXISTING STRUCTURE:

Central Federal Lands Highway Division, Denver, CO, for plans of existing bridge.

See "Big Thompson River Bridge" plans, RG1486, dated July 1959, as prepared by the Federal Highway Administration, PAINTING:

See Section 563 of Special Contract Requirements.

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

-J u l-

:5

P

M N

C O r o m o (2

B r id g e R

G C

A e s D

G N

F il e s p e .d

KARL EIKERMANN

IMR

BIG THOMPSON RIVER BRIDGE REHAB

ROCKY MOUNTAIN NATIONAL PARK

BEAR LAKE ROAD

LARIMER COUNTY, COLORADO

S

B. ROBINSON

S49

2"

1"

3"

NEW RAIL SECTION AT BRIDGE

EXISTING RAIL TYPICAL SECTION NEW RAIL SECTION AT WINGWALL

2"

2’-6"

2"

2’-6"

2’-6"

"2

�"= 1’-0"

"8

RAILING NOTES:

"4 11’-4

"8 38"8

"4 11’-4

"8 38"8

"8

"4 31"8

15"8

"4

& C baseplate

C Post

"8 ty p

" PL8

BASEPLATE DETAIL

RAIL POST BASE SHIM

1" PL

holes (typ.)

C 1" x 3" slotted

11"

"2

L

L

L

C Post

2"

" PL4

detail baseplate

See

"4

POST ASSEMBLY

PL WASHER

rail post

W 6 x 20

(typ.)

in post flange

3C L

L

BRIDGE RAIL NOTES & DETAILS

STEEL TUBE BACKED TIMBER

No Scale

No Scale

No Scale

No Scale

UNLESS NOTED

K. EIKERMANN

C3 hex nut (typ.).

washers (2) and hardened steel curb.

with surface of

Cut bolts flush hole (typ.). See notes.

epoxied in drilled hole (typ.). See notes.

epoxied in drilled

TIMBER: Conform to Subsection 710.08.

ERECTION: Erect the rail parallel to grade. Erect posts normal to grade.

mixture of cement and water mixed to a smooth viscous paste.

NEAT CEMENT GROUT: Provide neat cement grout consisting of a

Rail splices shall be provided between posts with expansion joints.

continuous over a minimum of three posts.

RAIL SPLICE ASSEMBLIES: Section lengths of HSS 4" x 4" rails shall be

ANSI/AASHTO/AWS D1.5, and shall be performed by a certified welder.

locations, and fastener lengths. Welding shall conform to section lengths, splice locations, rail post spacing, filed measured deck joint

CO for approval prior to fabrication. Provide drawings showing rail and vertical alignment of the structure. Submit shop drawings to the

FABRICATION: Structural steel shall be shop fabricated to the horizontal coating the entire length in curb.

so that when rod is inserted in the hole (only once), the rod displaces the epoxy, manufacturer’s recommendations. Place a sufficient amount of gel in the holes drilled holes with Sikadur Injection Gel or CO approved equal. Install per

" fully2

7RAIL CONNECTION: Anchor material shall be fasteners shall conform to ASTM A307 and be hot dip galvanized.

Type 3. Hex nuts shall conform to ASTM A563, Grade C3 or DH3. All other for rails shall conform to ASTM A847. Hex bolts shall conform to ASTM A325, and plate washers shall conform to ASTM A588. Structural tubing

MATERIALS: Steel for rail posts, base plates, shims, splice sleeves, April 2002.

Transportation Traffic Rail Type T101 standard drawing dated

GENERAL: This rail is modified from the Texas Department of a p p r o x a p p r o x overlay thin bonded epoxy

" 8 3top of approx.

a p p r o x a p p r o x

HACP

top of

K. EIKERMANN D. CHRISTENSEN

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

-J u l-

:5

P

M N

C O r o m o (2

B r id g e R

G C

A e s D

G N

F il e s r a il .d

KARL EIKERMANN

IMR

BIG THOMPSON RIVER BRIDGE REHAB

ROCKY MOUNTAIN NATIONAL PARK

BEAR LAKE ROAD

LARIMER COUNTY, COLORADO

S

B. ROBINSON

S49

NO SCALE

"2

End of timber rail

"4 383"

C Post

C Post

"4

9"

3" base plate. Shim as needed for vertical alignment.

Apply thin layer of neat cement grout under Gutterline

Transition railing

C Rail splice

1’-8" 8’-4" max.

" TUBES ELEVATION4

1HSS 4" x 4" x

BRIDGE RAIL ELEVATION

SECTION C-C E

E

SECTION E-E

PLAN VIEW @ POST

VIEW B-B

C

C

C tube (typ.)

C Post (typ.)

6" x 10" timber rail

" deep in timber rail.2

3Predrill slotted holes.

" horiz.2 1" x 18

At rail splice provide adjacent to rail splice.

(typ.) except @ locations tube (typ.)

" 4 1HSS 4" x 4" x

" x 8" lag screw (typ.)8 of timber rail, typ.)

" (C post to end4 counterbore (typ.)

" deep 4

2’-5" 2’-5"

= 3’-6"

3 spa. @ 1’-2"

SECTION D-D

SECTION A-A

in tubes (typ.)

slotted holes

" x 3" horiz.4 necessary for lateral adjustment.

standard washer as shim between the tubes and post as provide standard washer with hex nut and hex jam nut. Use splice. At rail splice hand tighten bolts to snug position and washer, and hex nut, (typ.) except @ locations adjacent to rail

L

L LL

L

L

L

L

L timber rail (typ.)

C sleeve

3" splice

C rail

"8

& C sleeve

C tube

6" 6"

2’-0" opening (typ.)

" rail4

"4

"8

G typ.

galvanizing.

assure slip fit after

Grind all edges to slip fit after galvanizing.

Size sleeve to provide of tube

Post side

A

A

RAIL SPLICE DETAIL

SECTION A-A SLEEVE

slot in rail

"16 9" x 4

" PL.4

1from splice sleeve

Fabricate rail

L

L

L

L

B B

A A

D D

(typ.)

" bolts8 3for

Drill & tap sleeve in tube.

1Provide with hardened washer.

BRIDGE RAIL DETAILS

STEEL TUBE BACKED TIMBER

K. EIKERMANN

D4

See RG2808-E.

min.

2’-4" min.

(Typical between posts & without deck joints) (Typical between posts & with deck joints) of wingwall)

(Typ. @ end wingwall bridge

End of

C deck joint

8’-4" max.

varies (2’-0" min.)varies (2’-0" min.)

washer & hex nuts.

washer, hardened

72 -

D. CHRISTENSEN

(typ.)

slotted hole in tube

" x 3"4 3C tube & C

K. EIKERMANN

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

-J u l-

:5

P

M N

C O r o m o (2

B r id g e R

G C

A e s D

G N

F il e s r a il .d

KARL EIKERMANN

IMR

BIG THOMPSON RIVER BRIDGE REHAB

ROCKY MOUNTAIN NATIONAL PARK

BEAR LAKE ROAD

LARIMER COUNTY, COLORADO

S

B. ROBINSON

S49

NO SCALE

Transition rail splice

Steel-backed timber guardrail timber bridge rail

Steel tube-backed

Note.

posts, see

Additional steel

(modified for steel post).

guardrail, Type A

Steel-backed timber

G typ.

No Scale slip fit after galvanizing.

Size sleeve to provide

C Sleeve

Sleeve cap

C post

3" 3" 3" 3" G Rail

Top of curb

10"

10’-0"

2’-6" 2’-6" 2’-6" 2’-6" 5’-0" 5’-0"

1’-8"

1’-3"

9" 9"

"4

6’-8"

5’-5"

"2 11’-4 2’-3"

" (typ.)16

" PL4

RAIL TRANSITION ELEVATION

RAIL TRANSITION PLAN

SLEEVE CAP DETAIL

SECTION B-BSECTION A-A

TRANSITION RAIL SPLICE DETAIL

B

BA

A

No Scale

C Post (typ.)

Steel plate

" (typ.).4 3corners

" PL. Cope4

SLEEVE

slip fit after galvanizing.

Grind all edges to assure

Steel rail (See Special 617-60) tube (typ.)

" 4 1HSS 4" x 4" x

" PL.4

1sleeve from

Fabricate rail splice

(modified for steel post).

See Standard 617-60, Steel-backed timber guardrail, Type A

3plate, and

" slot in steel2 1" x 2 4

3bolts with plate washer and hex nut, a

5Note: At each additional post provide 2- L

L

L

RAIL TRANSITION

STEEL TUBE BACKED TIMBER

K. EIKERMANN

(Guardrail System SBTC) timber bridge rail

Pay limit for steel tube-backed

(Guardrail System SBTA) timber guardrail

Pay limit for steel backed wingwall

End of bridge

5 E min.

K. EIKERMANN D. CHRISTENSEN

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

-J u l-

:5

P

M N

C O r o m o (2

B r id g e R

G C

A e s D

G N

F il e s r a il .d

KARL EIKERMANN

IMR

BIG THOMPSON RIVER BRIDGE REHAB

ROCKY MOUNTAIN NATIONAL PARK

BEAR LAKE ROAD

LARIMER COUNTY, COLORADO

S

B. ROBINSON

S49

UNLESS NOTED

�"= 1’-0" m in

C Brg.

each leg, staggered. Weld to angle with full penetration butt weld.

No Scale

(2 req’d.)

C Rdwy.

or End Bridge

Begin Bridge be removed

Concrete to flush with deck edge)

Waterstop (to be cut

No Scale

No Scale

No Scale backwall

1’-3"

" Joint4

Concrete curb (typ.)

L

L

A A

ABUTMENT 1 PLAN

(ABUTMENT 2 SIMILAR)

B

B

SECTION A-A AT EXISTING JOINT

GUARD ANGLE DETAIL

SECTION B-B

SECTION A-A AT NEW JOINT

backwall

1’-3"

Joint

"4 m in

8"

6"

ELEVATION

SECTION 1’-0" (typ.)

1’-0" (typ.)

3L 3 x 3 x placing concrete.

Blast clean before place (typ.).

to remain in

Reinforcing bars

See Detail.

New guard angle.

joint installation.

necessary to facilitate new

Note: Remove existing joint as

Concrete Class A(AE)

New Structural vertical bars

#4A1 tied to existing

ALL DIMENSIONS ARE OUT TO OUTMARK MARKNO. NO.SIZE SIZELENGTH LENGTH

LOCATION

STRAIGHT BARS BENT BARS BENDING DIAGRAMS

A1 62 4 1-8

8 4 16-0

A1

DECK JOINT REPAIR - ABUTS.

11"

4�" hook (typ.)

Stirrups

Longitudinal A2

(typ.)

Gutterline

(to be removed)

Asphaltic rubber joint filler

(to be removed)

Premolded joint filler p la c e m e n t o f n e w S tr u c tu r a l

C o n c r e te

C la s s A A

E

P a y l im it s f o r R e m o v a l o f

C o n c r e te b a c k w a ll

"4 th r o a t

(to be removed)

Guard angle with anchors joint Stage const.

Length = 30’-4"

Note: Galvanize assembly after fabrication.

LC stage const. jt.

Longitudinal

BACKWALL (Qty. = 230 lbs.)

A3 8 4 14-0

F6

D. CHRISTENSEN K. EIKERMANN

at stage const. jt. (typ.).

Splice with mechanical couplers

#4A2 or #4A3 bars (4 tot.).

See detail.

New guard angle.

See detail.

Non-sag silicone joint sealant (typ.).

for details.

of curb (typ.). See Section B-B vertical and horizontal surfaces

Place silicone joint sealant in

K. EIKERMANN

to C ty p

M e a s u r e d r a d ia l

L

14’-2" 16’-2"

G

" from each end.4 1Grind galv. *

3" min. (typ.)

sand blasting must be filtered for oil and moisture.

residues, and other foreign matter that might prevent bond. Compressed air for surfaces must be clean, sound, frost free, free of oils, grease, curing compound by sand blasting or other mechanical means as approved by the CO. The concrete installation, concrete surfaces to which the sealant will adhere must be prepared

Non-sag silicone joint sealant per Subsection 712.01(e). Tool surface flat. Prior to

Top of concrete deck rubber waterstop

Remaining epoxy overlay

Thin bonded

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

-J u l-

:5

P

M N

C O r o m o (2

B r id g e R

G C

A e s D

G N

F il e s d e c k j o in ts .d

KARL EIKERMANN

IMR

BIG THOMPSON RIVER BRIDGE REHAB

ROCKY MOUNTAIN NATIONAL PARK

BEAR LAKE ROAD

LARIMER COUNTY, COLORADO

S

B. ROBINSON

S49

DECK JOINT REPAIR - HINGES

Section B-B, C-C & Detail D.

Note: See RG2808-H for

(to remain)

Rubber waterstop

HINGE NEAR PIER 1 PLAN

SECTION A-A AT NEW JOINT

AA

SECTION A-A AT EXISTING JOINT

HINGE NEAR PIER 2 PLAN

B B

C

See Detail D on RG2808-H.

UNLESS NOTED

�"= 1’-0"

C Rdwy.L

" Joint4

Concrete curb (typ.)

Joint

"4

C Rdwy.L

No Scale

No Scale

G7K. EIKERMANND. CHRISTENSEN

filler (to be removed).

Asphaltic rubber joint sealant and backer rod.

filler as necessary for new

Remove premolded joint on RG2808-F for details.

of curb (typ.). See Section B-B vertical and horizontal surfaces

Place silicone joint sealant in

"4 th r o a t

C

Gutterline

Gutterline

Concrete curb (typ.)

LC

ty p r a d ia l to

M e a s u r e d const. jt.

Stage joint

New expansion

Polymer mortar

Compressed air for sand blasting must be filtered for oil and moisture.

curing compound residues,and other foreign matter that might prevent bond.

The concrete surfaces must be clean, sound, frost free, free of oils, grease, prepared by sand blasting or other mechanical means as approved by the CO.

to installation, concrete surfaces to which the sealant will adhere must be

Non-sag silicone joint sealant per Subsection 712.01(e). Tool surface flat. Prior

Top of concrete deck epoxy overlay

Thin bonded

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

-J u l-

:5

P

M N

C O r o m o (2

B r id g e R

G C

A e s D

G N

F il e s d e c k j o in ts .d

KARL EIKERMANN

IMR

BIG THOMPSON RIVER BRIDGE REHAB

ROCKY MOUNTAIN NATIONAL PARK

BEAR LAKE ROAD

LARIMER COUNTY, COLORADO

S

B. ROBINSON

S49

DECK JOINT REPAIR - HINGE 2

2"

C joint

Curb

Bridge deck

DETAIL D PART PLAN

SECTION C-C AT NEW JOINT

SECTION B-B AT NEW JOINT

SECTION B-B AT EXISTING JOINT

EXPANSION JOINT GENERAL NOTES:

L

C Rdwy.L

2’-6"

NONE

Varies

See table for "A" dimension.

H8

D. CHRISTENSEN K. EIKERMANN

Detail D, see RG2808-G.

Note: For location of Section B-B, C-C & plate.

" x 9" bridging4 3Existing

"8 55 vertical plate.

beneath. The weld connects the bridging plate to the

" fillet weld 16 3such that it projects to the toe of the oxy-acetylene torch cut edge smooth and square

Cut this portion of bridging plate. Grind the resulting m in

Closed cell backer rod

6" sealant. See notes.

Rapid cure silicone joint bridging plate with polymer mortar.

" deep recess from removed 4 3Fill

"A"

"A" const. jt.

Stage

(To gutterline)

Gutterline

E

SECTION E-E

E

K. EIKERMANN

See Notes.

Recess depth.

m in

See Notes.

Recess depth.

sealant. See notes.

Rapid cure silicone joint

F

F backer rod.

Closed cell

Polymer mortar

Pay limits of polymer mortar = 30’-1" +/-

(gutterline to gutterline) backer rod.

Closed cell

(continuous).

silicone sealant

Rapid cure

A

SECTION F-F

" min.2 backer rod.

Closed cell perimeter of curb joint).

and flush with edge of joint (typ. @ oxy-acetylene torch cut edge smooth

Cut bridging plate and grind the resulting

See Notes.

Recess depth.

See notes.

silicone joint sealant.

Premolded rapid cure base of the premolded sealant.

sides and along the horizontal joint sealant along the vertical

Place a bead of rapid cure silicone

(@ top of curb)

(@ vertical curb face) silicone joint sealant (typ.).

backer rod and premolded sealant placed between

Rapid cure silicone joint

92 90

52 85

32 80

13 60

73 50

93 45

113 40

153 30

34 20

Inches” F

T A specific installation instructions.

the manufacturer representative shall be contacted for

If the joint is to be sealed at a temperature below 50” F, ")8 168” F = T = 85” F (Recess =

OR

") 8 320” F = T = 45” F (Recess =

Section 552, is:

temperature (T), as determined by the procedure in

Note: The joint may be sealed only when the structure provided it will bond to itself.

traffic. The sealant may be discontinuous at the construction joint

3. The joint shall be constructed in stages with one lane open to for joint openings greater than 3".

of +100% and -50% for joint openings less than or equal to 3" and –50%

2. The rapid cure silicone joint sealant shall accommodate joint movements

Subsection 712.01(i) of Special Contract Requirements.

1. Use Dow Corning 902 RCS Joint Sealant or an approved equal conforming to

" +/-2 116’-0 " +/-2

114’-0

Polymer mortar epoxy overlay

Thin bonded

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

-J u l-

:5

P

M N

C O r o m o (2

B r id g e R

G C

A e s D

G N

F il e s d e c k j o in ts .d

KARL EIKERMANN

IMR

BIG THOMPSON RIVER BRIDGE REHAB

ROCKY MOUNTAIN NATIONAL PARK

BEAR LAKE ROAD

LARIMER COUNTY, COLORADO

S

B. ROBINSON

S49