index of sheets kentucky transportation ......aashto lrfd bridge construction specifications with...

DEPARTMENT OF HIGHWAYS

BRIDGE REHABILITATION PLANS

KENTUCKY TRANSPORTATION CABINET

LOCATION MAP

Damages on Bridge Repair Contracts

for Contract Completion Date and Liquidation

for Traffic Control on Bridge Repair Contracts

for Concrete Coating

for Epoxy Injection Crack Repairs

for Erosion Control

for Over the Side Drainage

for Bridging Kentucky Project Stencil

INDEX OF SHEETSSheet No. Description

SPECIAL NOTES

STANDARD DRAWINGS

Typical Sections

Abutment 1

Abutment 2

Substructure Details

Environmentally-Cleared Area

S6

S7

S8

Plan and Elevation

General Notes

Title and Location Map

ACTIVE SEPIAS

BDP-001-06

BDP-002-03

BDP-003-03

BDP-004-04

BDP-007-05

BHS-011

RBI-001-12

RBR-001-13

RBR-015-06

RBR-050-08

RBR-055-01

Box Beam General Notes and References

Box Beam Tension Rod Details

Box Beam Bearing Details

Box Beam Miscellaneous Details

Box Beam B17 and CB17 Details

Railing System Side Mounted MGS Details

Typical Guardrail Installations

Steel Beam Guardrail ("W" Beam)

Steel Guardrail Posts

Guardrail End Treatment Type 7

Delineators for Guardrail

S1

S2

S3

S4

DRAWING NO.

SHEET NO.

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYSCOUNTY

ROUTE CROSSING

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

043C00057N

M. FASANO E. ADKINS

A. GRACE M. FASANO

GRAYSON

CR 1100 BIG RUN BRANCH

TITLE AND LOCATION MAP

S1

28375

SEPTEMBER 11, 2020

SPECIFICATIONS

BRIDGE NUMBERPREPARED BY

Current Interims.

AASHTO LRFD Bridge Construction Specifications with

Construction.

2019 Standard Specifications for Road and Bridge

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for Concrete Patching Repair

for Placing Bridge Overlay, Approach Pavement

37.507752, -86.326232

OVER BIG RUN BRANCH

WATSON SCHOOL ROAD (CR 1100)

043C00057N

S5

for Concrete Sealing

RBR-005-11 Guardrail Components

Guardrail System TransitionRBR-018

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ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

GENERAL NOTES

BRIDGE NUMBER

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SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

043C00057N

M. FASANO E. ADKINS

A. GRACE M. FASANO

GRAYSON


GENERAL NOTES

S2

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GENERAL NOTES

on the Plans, work around and do not disturb existing utilities.

Contractor must make his own determination. Except as shown

responsibility for the accuracy or completeness. The

Department does not warrant the locations and assumes no

approximate and for informational purposes only. The

Consider location of utilities shown on the drawings to be

UTILITIES: Before beginning work, locate all existing utilities.

Section 105.12 of the Specifications.

and site shall be left in a condition that is in accordance with

Contract. After completion of all operations, the structure

traffic following completion of all work required in the

mobilization until after the bridge has been reopened to normal

for the stability of the structure from the time of

Contractor's actions. The Contractor is completely responsible

the structure, should such damage result from the

responsibility and expense for repair of any and all damage to

DAMAGE TO THE STRUCTURE: The Contractor shall bear full

bid for the repair being completed.

but the cost of these items shall be included in the unit price

No direct payment shall be made for welding or weld material,

Steel", American Welding Society Specifications, Current Edition.

conform to the "Recommended Practices for Welding Reinforcing

WELDING REINFORCEMENT: The welding and welding material shall

Contractor and shall be removed from the right-of-way.

beneath the bridge shall become the property of the

DISPOSAL OF MATERIALS: All materials and debris removed from or

repair item being completed.

cleaning existing steel reinforcement shall be incidental to the

EXISTING STEEL REINFORCEMENT: The cost of cutting, bending, and

noted.

BEVELED EDGES: Bevel all exposed edges ƒ" unless otherwise

Specifications.

factor design method as specified in the current AASHTO

to be equivalent or greater than the load and resistance

DESIGN METHOD: All reinforced concrete members are designed

labor, or anything else required to complete the structure.

existing structure, phase construction, incidental materials,

shoring, excavations, backfilling, removal of all or parts of the

incidental to the Contract. This may include cofferdams,

appropriate for the work involved and otherwise considered

otherwise specified, are to be included in the bid item most

Specifications. Material, labor, or construction operations, not

complete the structure in accordance with the Plans and

COMPLETION OF THE STRUCTURE: The Contractor is required to

purposes of bend diameters.

a Bill of Reinforcement shall be considered a stirrup for

Specifications. Any reinforcing bars designated by suffix "s" in

coated in accordance with section 811.10 of the Standard

bars designated by suffix "e" in the plans shall be epoxy

of bars is from center to center of bars. Any reinforcing

bars are to center of bars unless otherwise shown. Spacing

REINFORCEMENT: Dimensions shown from the face of concrete to

Interims.

the AASHTO LRFD Bridge Construction Specifications, with

to the AASHTO Specifications are to the current edition of

including any current supplemental Specifications. All references

Standard Specifications for Road and Bridge Construction

current Edition of the Kentucky Department of Highways

SPECIFICATIONS: References to the Specifications are to the

GENERAL NOTESA.

for a future wearing surface of 15 psf.

Load, (i.e. 1.25xAASHTO HL93 live load). This bridge is designed

DESIGN LOAD: This superstructure is designed for KY-HL93 Live

bridge limits. Storage of material on the bridge is prohibited.

CONSTRUCTION LOAD: The Contractor shall abide by the posted

degrees fahrenheit. Layout dimensions are horizontal dimensions.

DIMENSIONS: Dimensions are for a normal temperature of 60

necessarily all underground utilities.

excavation for information on the location of some, but not

to call (800) 752-6007 a minimum of two working days prior to

owner at the Contractor's expense. The Contractor is advised

operations will be repaired to the satisfaction of the utility

utilities disturbed or damaged as a result of the Contractor's

underground utilities shall be located prior to construction. Any

responsible for locating any utilities on this project. All

Damage Prevention Act of 1994. The Contractor will be

requirements and conformation with the Underground Facility

BEFORE YOU DIG: The Contractor shall be responsible for all

are not available.

PLANS OF EXISTING STRUCTURE: Plans of the existing structure

Bridge Plans. Example: [email protected]

Bridge ID number which is located on the Title Sheet, S1 of the

Note: The designation in the email XXXXxxxxxN refers to the

the process above.

drawings reflecting these changes shall be submitted through

When any changes to the design plans are proposed, the shop

copies on a case by case basis.

the Engineer of Record reserves the right to require such

this process does not require the submission of paper copies,

Kentucky Program Team" are to be used for fabrication. While

only plans electronically stamped "Distributed by The Bridging

to the Shop Plan Coordinator will be distributed. Additionally,

Plan Coordinator for distribution. Only plans submitted directly

all comments, files shall be sent to the Bridging Kentucky Shop

corrections and resubmittal. Upon acceptable reconciliation of

if required, shall return them to the fabricator for

review comments on these electronic submissions as needed and,

format, as either 11"x17" or 22"x36" sheets. Designers will make

review. These submissions shall depict the shop plans in .PDF

plans, by email to [email protected], for

SHOP DRAWINGS: The fabricator shall submit all required shop

Special Note for Concrete Sealing.

CONCRETE SEALING: Apply concrete sealing in accordance with the

in the lump sum price for "Staking".

materials necessary to verify field dimensions shall be included

is satisfied. The cost of all labor, equipment, surveying, and

requirement of Article 104.02.02 of the Standard Specifications

may be applied to appropriate repairs provided that the

for the work. In addition, the overrun and underrun formulas

paid for the quantity actually furnished at the unit price bid

a change in the scope of work; however, the Contractor will be

Any variations shall not be cause for additional compensation for

materials. All Specification requirements shall remain in effect.

approved adjustments prior to construction or ordering

drawing and other approvals. Thereafter make the necessary

Designer of any differences. Failure to notify either may delay

details in the field and to notify the Project Engineer and the

the Contractor's responsibility to verify such dimensions and

plans, if available, shall not be considered accurate. It shall be

the existing structure shall be considered approximate. Existing

field. Dimensions and details shown on these Plans in relation to

activities until after verifying dimensions and conditions in the

materials, produce any shop drawings, or begin any construction

VERIFYING FIELD CONDITIONS: The Contractor is not to order any

Specifications.

(Type II) of the Kentucky Department of Highways Standard

Expansion Joint Material shall conform to subsection 807.04.02

PREFORMED CORK EXPANSION JOINT MATERIAL: Preformed Cork

C1107Grout

F3125 Grade A325Bolts

AASHTO M270 or ASTM A709, GradeStructural Steel

SpecificationMaterial

govern the following materials furnished:

The Specifications, Current Edition, as designated below shall

For Steel Reinforcement: FY = 60,000 psi

For Class "M" Concrete: F'C = 4,000 psi

For Class "AA" Concrete: F'C = 4,000 psi

For Class "A" Concrete: F'C = 3,500 psi

MATERIALS FOR DESIGN SPECIFICATIONS:

GENERAL NOTES REHABILITATION PROJECTSB.

specifications.

price per linear foot of beam, in accordance with the

the Prestressed Concrete Beams shall be at the contract unit

PAYMENT FOR PRECAST CONCRETE BEAMS: The basis of payment for

by the Department of Highways.

All claims resulting from the site conditions will not be honored

will be considered evidence of this inspection having been made.

performed after a Contract is awarded. Submission of a bid

with existing conditions so that work can be expeditiously

prior to submitting a bid and shall be thoroughly familiarized

work shall make a thorough inspection of the project site

ON-SITE INSPECTION: Each Contractor submitting a bid for this

state right of way in an approved site.

concrete. The Contractor shall dispose all removed material off

which could interfere with the bond of freshly placed

contaminants such as oil, grease, dirt, slurry, or any materials

surface concrete and all traces of any unsound material or

blast cleaning. Abrasive blast cleaning shall remove all fractured

been removed, the repair surface shall be prepared by abrasive

otherwise approved by the Engineer. After all concrete has

minimum depth of 1 inch to prevent feather edging unless

that the outer edges of all chipped areas shall be saw cut to

removed shall be tapered at an approximately 45° angle, except

processes. The perimeter of all areas where concrete is

non-exposed reinforcing steel during concrete removal

Care shall be taken to not damage bond to adjacent

direct contact with reinforcing steel that is to be retained.

approval of the Engineer. Do not place pneumatic hammers in

Contractor may use hammers not exceeding 90 pounds upon the

portions to be preserved. Outside the 18 inch limit, the

not be more than 35 pounds for removal within 18 inches of

hammers will not be permitted. The weight of the hammer shall

employing pointed and blunt chisel tools. Hydraulic hoe-ram type

Remove concrete by means of approved pneumatic hammers

concrete removal operations.

damage areas of remaining concrete or reinforcing steel during

the rehabilitated structure. Care shall be exercised not to

abutments and wingwalls shall remain in place to be reused in

and wingwalls as shown in the Plans. Portions of the existing

superstructure (beams), and partial removal of the abutments

Superstructure" shall consist of the removal of the

REMOVE SUPERSTRUCTURE: This pay item for "Remove

payment shall be made.

for the Concrete Box Beams and no separate measurement or

Mastic Tape shall be considered incidental to the unit price bid

tools and incidentals necessary for furnishing and installing

The cost of this work, including all materials, labor, equipment,

recommendations with the overlap running downhill.

minimum of 6" and in accordance with the manufacturer's

shown in the Plans. Mastic Tape shall be spliced by lapping a

Mastic Tape shall cover the joint continuously unless otherwise

or an approved equivalent.

CADILLOC by UP RUBBER CO. INC.

SEAL WRAP by MAR MAC MANUFACTURING CO. INC.,

EZ-WRAP RUBBER by PRESS-SEAL GASKET CORPORATION,

Mastic Tape shall be either:

joint.

be applied for a minimum width of 9" on each side of the

material. Primer, if required by the tape manufacturer, shall

surface shall be clean and free of dirt, debris, or deleterious

12-inch wide mastic tape. Prior to application, the joint

ASTM C-877 Type I, II, or III. The joint is to be covered with

Mastic Tape used to seal joints shall meet the requirements of

waterproofed as detailed on these Plans.

between the abutment wings and superstructure shall be

The joint between the abutment seats and superstructure and

JOINT WATERPROOFING AT ABUTMENTSC.

Contractor's actions.

Contractor at his expense, should any damage result from the

area during the life of the project shall be repaired by the

that is disturbed outside of the modified environmentally-cleared

environmental approvals prior to use. Once cleared, any area

outside the environmentally-cleared area shall obtain full

DAMAGE OUTSIDE ENVIRONMENTALLY-CLEARED AREA: Any area used

50

the substructure modifications.

superstructure. Class "A" concrete is to be used in

CONCRETE: Class "AA" Concrete is to be used throughout the

made.

necessary to do the work for which no direct payment will be

The Contractor shall furnish all plans, equipment, and labor

- Contractor

- Drawing Number

- Year and Design Loading

Stencil:

outlined in the Special Note for Bridging Kentucky Project

imprinted in new concrete in accordance with the guidance

CONSTRUCTION IDENTIFICATION: The following stencils shall be

the actual quantity is different than the estimate.

and bid appropriately. No payment adjustments will be made if

the responsibility of the Contractor to verify this estimate

CONCRETE COATING: Concrete coating is estimated at 845 SF. It is

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ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

043C00057N

M. FASANO E. ADKINS

A. GRACE M. FASANO

GRAYSON


PLAN AND ELEVATION

S3

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GRADE (TYP)

EXISTING PROFILE

EXISTING ABUTMENT 1 EXISTING ABUTMENT 2

PROPOSED SUPERSTRUCTURE

(TOTAL QTY = 28 CY APPROX)

BACKFILL AT ABUTMENT (TYP)

PLACE STRUCTURAL GRANULAR

! BRIDGE

! BEAM 1

! BEAM 2

! BEAM 3

! BEAM 4

! BEAM 5

31'-8†" +/- END TO END

30'-8†" +/- SPAN

20'-

0"

OU

T

TO

OU

T

ELEVATION(FIELD VERIFY ALL DIMENSIONS)

(GUARDRAIL OFF BRIDGE NOT SHOWN)

(FIELD VERIFY ALL DIMENSIONS)

GROUNDLINE

APPROX EXISTING

END OF BEAM (TYP)

1'-9•" +/- FROM

SEAT (TYP)

RAISE BEARING

BIG

RU

N

BR

AN

CH

ENDS (TYP) (SEE NOTE 3)

TO MATCH ASPHALT AT BRIDGE

PAVEMENT AT EACH APPROACH

MILL AND OVERLAY 25 FEET OF

ROCKLINE

APPROX EXISTING

(DO NOT DISTURB)

EXISTING FIRE HYDRANT

POLE (SEE NOTE 4)

EXISTING UTILITY

(DO NOT DISTURB)

UTILITY (WATER)

EXISTING BURIED

UTILITY (SEE NOTE 4)

EXISTING OVERHEAD

(SEE NOTE 6) (TYP)

WINGWALLS, AS REQUIRED

MODIFY THE ABUTMENT AND


EXISTING OVERHEAD

(APPROX 65'-0" FROM END OF PROPOSED GUARDRAIL)

DRIVEWAY LOCATED ON NORTH SIDE OF ROADWAY

PLAN

6°+/-3°+/-

TRANSITION

25'-0" (TYP)

END TREATMENT TYPE 7

50'-0" (TYP)

(SEE NOTES 1 & 2) (SEE NOTES 1 & 2)

(SEE NOTE 4)

(APPROX LOCATION)

EXISTING UTILITY POLE

SEE NOTE 4 ON SHEET S8.

FOR WORK ZONE INFORMATION,

(TYP) (SEE NOTES 1 & 2)

INSTALL MGS RAILING(TYP

3'-1•"

SPA)

(SEE NOTE 5)

AS NEEDED (TYP, ALL CORNERS)

CLEAR AND GRUB AT END,

EXISTING R/W

EXISTING R/W

THE PROPOSED SUPERSTRUCTURE. SEE SHEETS S5-S7.

THE CONTRACTOR SHALL MODIFY ABUTMENTS AND WINGWALLS TO ACCOMMODATE6

FOR WITH THE BID ITEM FOR "CLEARING AND GRUBBING".

STRUCTURE PRIOR TO CONSTRUCTION ACTIVITIES. ALL WORK SHALL BE PAYED

THE CONTRACTOR SHALL REMOVE ALL NECESSARY VEGETATION ADJACENT TO5

CONSTRUCTION ACTIVITIES. SEE GUIDANCE PROVIDED IN CONTRACT UTILITIES NOTE.

THE EXISTING OVERHEAD UTILITIES ARE TO BE RELOCATED BY OTHERS PRIOR TO 4

AT BOTH ENDS OF THE BRIDGE, AS WELL AS THE PROPOSED BRIDGE DECK AREA.

THE BRIDGE OVERLAY APPROACH PAVEMENT SHALL INCLUDE THE AREAS DESIGNATED 3

W BEAM-S FACE (7 FT POST)".

DELINEATORS SHALL BE INCIDENTAL TO THE BID ITEM FOR "GUARDRAIL STEEL

INSTALL GUARDRAIL DELINEATORS PER STANDARD DRAWING RBR-055-01. 2

RBR-018, AND RBR-050-08.

STANDARD DRAWINGS BHS-011, RBI-001-12, RBR-001-13, RBR-005-11, RBR-015-06,

INSTALL MGS RAILINGS, TRANSITION RAILINGS AND END TREATMENTS USING 1

NOTES:

(EXP)

! BRG ABUT 1

(FIX)

! BRG ABUT 2

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ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

043C00057N

M. FASANO E. ADKINS

A. GRACE M. FASANO

GRAYSON


TYPICAL SECTIONS

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EXISTING TYPICAL SECTION

NOTES:

CONCRETE CURB (TYP)

! BRIDGE

(7) STEEL I-BEAMS

19'-0‚" +/- OUT TO OUT

(TYP)

18" +/- DEEP BEAM

6" +/-

CONCRETE DECK

ROADWAY

18'-1" +/- CURB TO CURB

PROPOSED TYPICAL SECTION

! BEAM 1 ! BEAM 2 ! BEAM 3 ! BEAM 4

(SEE NOTE 2)

SEALING (TYP)

APPLY CONCRETE

! BEAM 5

(SEE NOTE 3)

WATERPROOF MEMBRANE

(SEE NOTE 4)

ASPHALT OVERLAY

! BRIDGE

PROFILE GRADE

(5) B17x48 BOX BEAMS

20'-0" OUT TO OUT

(BEAM REINFORCEMENT AND LATERAL TENSION RODS NOT SHOWN FOR CLARITY)

(MIN)

3"

(MA

X)

5"


REMOVAL AREA (SEE NOTE 1)

+/-

4"

ROADWAY

19'-4" FACE TO FACE

+/-

4"

(SEE NOTES 5 & 6)

MGS (TYP)

SIDE MOUNTED

RAILING SYSTEM

PER SPECIAL NOTE.

INSTALL DRIP STRIPS ALONG BOTH SIDES OF THE BRIDGE, 6

THE EDGE OF DECK.

TO ACCOMMODATE THE ASPHALT OVERLAY THICKNESS AT

INDICATED IN STANDARD DRAWING BHS-011, IF NECESSARY,

THE CONTRACTOR SHALL INSTALL LONGER POSTS THAN 5

(1.5")

LIFT 2: CL 2 ASPH SURF .0380 PG 64-22

(1.5" AT EDGE OF DECK AND 3.5" AT CROWN)

LIFT 1: LEVELING AND WEDGING PG 64-22

APPLY ASPHALT OVERLAY IN TWO LIFTS:4

APPLY WATERPROOF MEMBRANE, PER SPECIAL NOTE.3

PER SPECIAL NOTE.

APPLY CONCRETE SEALING TO PROPOSED SUPERSTRUCTURE,2

BOX BEAMS AND ASPHALT OVERLAY.

REPLACE EXISTING SUPERSTRUCTURE WITH (5) PRECAST1

BDP-002-03, BDP-003-03 AND BDP-04-04.

COMPLIANCE WITH STANDARD DRAWINGS BDP-001-06,

BOX BEAMS SHALL BE INSTALLED AS SHOWN AND IN2

ENDS SHALL MATCH THE EXISTING CONDITIONS.

34'-0" LENGTH. THE SPAN LENGTH AND SKEWED BEAM

STANDARD DRAWING BDP-007-05, AS TABULATED FOR A

BOX BEAMS SHALL BE FABRICATED IN ACCORDANCE WITH 1

BOX BEAM NOTES:

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ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

043C00057N

M. FASANO E. ADKINS

A. GRACE M. FASANO

GRAYSON


ABUTMENT 1

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AA

AA

C

C D

D

B

B

NOTES:

APPROX EXISTING GROUNDLINE

CONCRETE BEARING SEAT

TOP OF EXISTING


TOP OF PROPOSED

PROPOSED BEARING SEAT WIDTH

20'-5‚" +/-

20'-9†"

19'-11‚"

8'-5„"

8'-9•"

4'-11…

"

4'-4†"

2'-

9‡

"

2'-

8"

1'-0"

6"

6"

EL 553.28 EL 553.39

EL 559.83

ABUTMENT 1 - EAST FACE

EL 564.44 EL 564.44

NEW CONCRETE

(CL

R)

3"

(CL

R)

2"

(CL

R)

2"

SECTION B-B

(TYP)

CONSTRUCTION JOINT

+/-

1'-0"

+/-

1'-0"

EL 561.30

ABUTMENT 1 - PLAN

LARGE BOULDERS

FOOTING (EXPOSED)

TOP OF EXISTING

SECTION A-A

(UNDERMINING NOT OBSERVED)

BOTTOM OF EXISTING FOOTING

CL

R

3"

7'-4•"

CL

R

3"

SECTION C-C SECTION D-D

(TYP)

2" CLR

(TYP)

3•" CLR

(TYP)

3•" CLR

CONCRETE PATCHING REPAIR AREA

A1 OR SER A2 BARS

BARS

A5 OR A8

BARS

A6 OR A7

*

EXISTING WINGWALL

*

A4 BARSA3 BARS

A1 BARS

(SUPERSTRUCTURE AND DOWEL BARS NOT SHOWN FOR CLARITY)

(* FIELD VERIFY DIMENSIONS)

(SUPERSTRUCTURE NOT SHOWN FOR CLARITY)


(2) - A3 BARS

(2) - A4 BARS

(2) - A1 BARS @ 12" (MAX)

(2) - SER A2 BARS

@ 12" (M

AX)

(SEE NOTE 2)

CRACK REPAIR

EPOXY-INJECTION

AND NOTE 1

SEE SECTION B-B

REPAIRS, AS REQUIRED (SEE NOTE 3)

PERFORM CONCRETE PATCHING

EL 562.52

! BRIDGE

4'-6•"2'-9‡"

6"

6"

1'-0•"1'-0‚"

(9) - A1 BARS @ 12" (MAX) (EF)

(9) - SER A2 BARS @ 12" (MAX) (EF)

(9) - SER A12 BARS @ 12" (MAX) (EF)

A8 BARS (FF)

A7 BARS (BF)


(DEVELOPED VIEW ALONG FRONT FACE)



1'-11" (MAX)

6" (MIN)

2'-8…" +/- (MAX)

1'-1‡" +/- (MIN)

EXISTING ABUTMENT (BF)

A6 BARS (FF)

A5 BARS (BF)

12"

12"

12"

1

2

3

4

BAR (TYP)

SER A12

)

XA

M( "

21

@

SR

AB 1

A - )

2(

+'-

1'-0'

(2) - A8 BARS

(1) - A14 BAR

(1) - A13 BAR4

(2) - A7 BARS

(1) - A14 BAR

(1) - A13 BAR3

(2) - A6 BARS

(1) - A11 BAR

(1) - A10 BAR2

(2) - A5 BARS

(1) - A11 BAR

(1) - A10 BAR1

(LEVEL) EL 562.52(LEVEL)

DETAIL 1

+/-

1'-2‚

"

WINGWALLS (SEE NOTE 4)

ABUTMENT STEM AND

VISIBLE PORTIONS OF

(BRIDGE RAILING NOT SHOWN FOR CLARITY)

(REINFORCEMENT NOT SHOWN FOR CLARITY)

SUPERSTRUCTURE (TYP)

EDGE OF PROPOSED

(2) - A10 BARS (2) - A13 BARS

(1) - A15 BAR (FF ONLY)

(1) - A9 BAR (EF)

(20) A1 BARS @ 12" (MAX) (EF) 12"12"

( * FIELD VERIFY DIMENSIONS)

BARS

A10 OR A13

BARS

A11 OR A14A15 BARS

SER A12 OR

PER SPECIAL NOTE.

COATING TO VISIBLE PORTION OF THE SUBSTRUCTURE UNITS,

AFTER CONCRETE REPAIRS AND MODIFICATIONS, APPLY CONCRETE4

ABUTMENT 1 PATCHING = 15 S.F. (APPROX)3

ABUTMENT 1 EPOXY INJECTION CRACK REPAIRS = 8 L.F. (APPROX)2

BEARING SEAT, AS REQUIRED.

AND THE BEARING CORK. ADJUST THE DEPTH OF THE PROPOSED

WILL ALLOW FOR A 3"-5" ASPHALT OVERLAY, 17" DEEP BEAM,

BEAMS. VERIFY THAT THE EXISTING PAVEMENT ELEVATIONS

ABUTMENTS AND WINGWALLS TO ACCOMMODATE (5) NEW BOX

REMOVE EXISTING SUPERSTRUCTURE AND MODIFY EXISTING1

DETAIL 1

2"

2"

(2) - A11 BARS (2) - A14 BARS

FOR STYROFOAM (TYP)

LEAVE 2" +/- SPACE

BAR (TYP)

SER A15

(EMBED 23") (EMBED 23")(EMBED 23")

(8) - A15 BARS @ 12" (MAX) (EF)

559.5

2

+ WIW

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ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

043C00057N

M. FASANO E. ADKINS

A. GRACE M. FASANO

GRAYSON


ABUTMENT 2

S6

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E

E

E

E

H

H

F

F

G

K

K

L

L

G

ABUTMENT 2 - WEST FACE

17'-4ƒ"

17'-0„"

7'-9

"

7'-3

ƒ" 7

'-2

…"

7'-8

…"

9†

" 11‚"

EL 564.04 EL 564.04

6"

EL 560.03

6"

EL 559.53

(TYP)

CONSTRUCTION JOINT

APPROX EXISTING GROUNDLINE

EL 553.39EL 553.39


TOP OF PROPOSED


TOP OF EXISTING

NOTES:

SECTION E-E

SECTION F-F

+/-

1'-0"

(MIN)

2"

(CL

R)

3"

(TYP)

2"" CLR

(2) - B1 BARS @ 12" (MAX)

EXISTING WINGWALL

CL

R

3"

SECTION G-G

1'-3"3'-6‡" 5'-4„"1'-1‡"

CL

R

3"

SECTION H-H

(2) - B4 BARS

(2) - B5 BARS

(SUPERSTRUCTURE NOT SHOWN FOR CLARITY)


ABUTMENT 2 - PLAN

EL 562.13

6"

6"

B7 BARS (FF)

B6 BARS (BF)

B10 BARS (FF)

B9 BARS (BF)

8"

1'-11" (MAX)

6" (MIN)

BARS

B7 OR B9

2'-7„" +/- (MAX)

8„" +/- (MIN)

BARS

B6 OR B10

NEW CONCRETE

CONCRETE PATCHING REPAIR AREA

*

(TYP)

3•" CLR

EXISTING ABUTMENT (BF)

B4 BARS

(CL

R)

2"

B1 BARS

12"

12"

SECTION K-K

@ 12" (MAX) (EF)

(5) - SER B19 BARS

12"

@

EQ

SP

A

B14

BA

RS

(5) - B14 BARS

(SEE NOTE 3)

REPAIRS, AS REQUIRED

PERFORM CONCRETE PATCHING

(3) - B16 BARS

@ 12" (M

AX)

(4) - B

12 BARS

B13 BAR

AT EQ SPA

B14 BARS

+/-

VARIES

@ 12" (M

AX)

(4) - B12 BARS

(2) - B21 BARS (FF) (SPA W/ B7 BARS)

(2) - B20 BARS (BF) (SPA W/ B6 BARS)

@ EQ SPA

(4) - B22 BARS (EF)

SECTION L-L

1'-11"

(MIN)

2" CLR

EM

BE

D

12"

MIN

B22 BARS

BA

RS

B21

BA

RS

B20

2'-9"

@ EQ SPA

B16 BARS

1'-9"

DETAIL 2

DETAIL 3 2"(TYP)

3•" CLR

SER B3 BARS

SER B2 OR

2

1

BAR (TYP)

SER B19

3

@ 12" (M

AX)

(2) - S

ER B2 BARS @

12" (M

AX)

(2) -

SER B3 BARS

SUPERSTRUCTURE (TYP)

EDGE OF PROPOSED

4

BAR (TYP)

SER B25

AND NOTE 1

SEE SECTION F-F

EL 562.13

FOUNDATION PAD

TOP OF EXISTING CONCRETE

(LEVEL) (LEVEL)

! BRIDGE

WINGWALLS (SEE NOTE 4)

ABUTMENT STEM AND

VISIBLE PORTIONS OF

(SEE NOTE 2)

CRACK REPAIR

EPOXY-INJECTION

(2) - B10 BARS

(1) - B24 BAR

(1) - B23 BAR4

(2) - B9 BARS

(1) - B24 BAR

(1) - B23 BAR3

(2) - B7 BARS

(1) - B18 BAR

(1) - B17 BAR2

(2) - B6 BARS

(1) - B18 BAR

(1) - B17 BAR1

(SEE SECTION K-K)

CHEEKWALL

(BRIDGE RAILING NOT SHOWN FOR CLARITY)

(SOME REINFORCEMENT NOT SHOWN FOR CLARITY)

(2) - B17 BARS

(2) - B8 BARS

(2) - B23 BARS

12" 12"(7) - SER B2 BARS @ 12" (MAX) (7) - SER B3 BARS @ 12" (MAX)

@ 12" (MAX)

(18) - B1 BARS

(EMBED 23")





(1) - B11 BAR (EF)

(CHEEKWALL SECTION - SWWW ONLY)(CHEEKWALL SECTION - SWWW ONLY)

2'-5…" +/- (BF)

1'-11†" +/- (FF)

B7 BARS (FF)

B6 BARS (BF) OR

DETAIL 3DETAIL 2(SEE NOTE 5) (SEE NOTE 5)

2"

B5 BARS

*

BARS

B17 OR B23

BARS

B18 OR B24SER B25 BARS

SER B19 BARS OR

8" +/- (MAX)

6‡" (MIN)

(EM

BED 6")

SEE POURING SEQUENCE NOTES ON SHEET S7.5

PER SPECIAL NOTE.

COATING TO VISIBLE PORTION OF THE SUBSTRUCTURE UNITS,

AFTER CONCRETE REPAIRS AND MODIFICATIONS, APPLY CONCRETE4

ABUTMENT 2 PATCHING = 15 S.F. (APPROX)3

ABUTMENT 2 EPOXY INJECTION CRACK REPAIRS = 2 L.F. (APPROX)2

BEARING SEAT, AS REQUIRED.

AND THE BEARING CORK. ADJUST THE DEPTH OF THE PROPOSED

WILL ALLOW FOR A 3"-5" ASPHALT OVERLAY, 17" DEEP BEAM,

BEAMS. VERIFY THAT THE EXISTING PAVEMENT ELEVATIONS

ABUTMENTS AND WINGWALLS TO ACCOMMODATE (5) NEW BOX

REMOVE EXISTING SUPERSTRUCTURE AND MODIFY EXISTING1

B15 BAR

(11) -

B13

BA

RS

@ 9"

(11) -

B15

BA

RS

@ 9"

2'-

6"

1'-7"

(EM

BED 6")

+/-

8•

"

(SUPERSTRUCTURE AND DOWEL BARS NOT SHOWN FOR CLARITY)


( * FIELD VERIFY DIMENSIONS)

DETAIL 1 (SEE SHEET S5)

@ 12" (MAX) (EF)

(7) - B25 BARS

(EMBED 23") (EMBED 23")

PROPOSED BEARING SEAT WIDTH

20'-3‡" +/-

(2) - B18 BARS

(2) - B24 BARS(1) - B19 (FF)

*

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ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

043C00057N

M. FASANO E. ADKINS

A. GRACE M. FASANO

GRAYSON


SUBSTRUCTURE DETAILS

S7

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TYPE 20TYPE 5 TYPE 7 TYPE 8

LOOP

1•" +/-

1

1

FABRIC

PLACE GEOTEXTILE

EXISTING ABUTMENT

SEE NOTE 3

(SEE NOTE 1)

TO MATCH ASPHALT AT BRIDGE ENDS

MILL AND OVERLAY APPROACH PAVEMENT

PROPOSED SECTION AT ABUTMENT


(ABUTMENT 2 @ ! SHOWN, ABUTMENT 1 SIMILAR)

1'-0"

MIN

6"

PROPOSED BEAM! ABUT

! DOWELS

1'-5"

(VARIES)

ASPHALT OVERLAY

(SEE NOTE 4)

D2 BARS

9"

6"

•" CORK (SEE NOTE 2)

+/-

3"*

*

(AB2 = 8.5")

RAISED BEARING SEAT

(SEE NOTE 1)

GRANULAR BACKFILL

PLACE STRUCTURAL

5'-0'

NOTES:

NEW CONCRETE

REBAR NOTES:

BDP-002-04. EMBED A MINIMUM OF 12" AND GROUT.

INSTALL DOWEL BARS IN ACCORDANCE WITH STANDARD DRAWING 4

EXPANSION JOINT.

PLASTIC FILM OR OTHER BOND BREAKER BETWEEN TAPE LOOP AND

TO ALLOW FOR MOVEMENT WITHOUT DAMAGE TO THE TAPE. INSTALL

BEAM AND THE ABUTMENT. THE TAPE SHALL BE LOOPED AS SHOWN

12" WIDE MASTIC TAPE TO WATERPROOF THE JOINT BETWEEN THE 3

SET CORK IN ACCORDANCE WITH STANDARD DRAWING BDP-02-03.2

REFER TO SPECIAL NOTE FOR BRIDGE APPROACH PAVEMENT.1

LAST, FORM AND POUR THE UPPER PORTION OF THE WINGWALLS.3

A PAD EXTENSION SHALL BE CONSTRUCTED PRIOR TO FORMING.

PAD THICKNESS. IF THE DETAIL EXTENDS PAST THE EXISTING PAD,

CONCRETE FOUNDATION PAD A DISTANCE EQUAL TO HALF THE

B14 AND B16 BARS SHALL BE EMBEDDED INTO THE EXISTING

BE INCIDENTAL TO THE BID ITEM FOR "REMOVE SUPERSTRUCTURE".

TO CONSTRUCT THE MODIFICATION. EXCAVATION WORK SHALL

MATERIAL IN FRONT OF THE ABUTMENT/ WINGWALL, AS NEEDED

MAY BE NEEDED. THE CONTRACTOR SHALL REMOVE EARTHEN

NEXT, FORM AND POUR DETAILS 2 AND 3. CONSTRUCTION JOINTS 2

PORTION OF THE WINGWALLS.

FIRST, FORM AND POUR THE BEARING SEAT AND THE BOTTOM 1

POURING SEQUENCE NOTES:

FACE AND FRONT FACE, RESPECTIVELY.

WITH REGARD TO BAR MARKS, "-BF" AND "-FF" DENOTE BACK2

MATCH THE SLOPE OF THE TOP OF THE WINGWALL.

FOR THE A10 AND A13 BARS, BEND THE "C DIMENSION" LEG TO 1

TYPE 24

E

TYP

6"

G E A

C

B

FD

D

GC

A

B

A

B GAE

D

B C

F

B

D

AE

WV

WM

550

Grayson_057N

X

X

X

X

X

X

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ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

043C00057N

M. FASANO E. ADKINS

A. GRACE M. FASANO

GRAYSON


ENVIRONMENTALLY-CLEARED AREA

S8

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S08_

Envir

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AREA FOR CONSTRUCTION

ENVIRONMENTALLY-CLEARED

A

B

E

F

LIMITS FOR ENVIRONMENTALLY-CLEARED AREA

BIG

RU

N

BR

AN

CH

! BRIDGE

(DO NOT DISTURB)

UTILITY (WATER)

EXISTING BURIED

POLE (SEE NOTE 3)

EXISTING UTILITY

(DO NOT DISTURB)

EXISTING FIRE HYDRANT


EXISTING OVERHEAD

DRIVEWAY

PRIVATE RESIDENCE

(SEE NOTE 3)

(APPROX LOCATION)

EXISTING UTILITY POLE

WORK ZONE (SEE NOTE 4)

C

D

EXISTING R/W

EXISTING R/W

(SEE NOTE 5)

SIGN (TYP)

ROAD CLOSED

E 4754083N 3708733F

E 4754294N 3708943E

E 4754125N 3709116D

E 4754078N 3709070C

E 4754042N 3709106B

E 4753884N 3708946A

COORDINATES (KENTUCKY SINGLE ZONE)6

COUNTY MAINTENANCE OFFICE.

AT THE ENDS OF THE BRIDGE, TO THE KYTC DISTRICT OFFICE OR

RETURN THE TYPE III BARRICADES, WHICH ARE PRESENTLY LOCATED

AT THE CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL 5

TO THE PRIVATE RESIDENCE SHAL BE MAINTAINED AT ALL TIMES.

HEAVY EQUIPMENT, LAYDOWN BEAMS, ETC., BUT DRIVEWAY ACCESS

ZONE. THE DESIGNATED AREAS SHOWN CAN BE USED TO PLACE

ROAD WITHIN THE ENVIRONMENTALLY-CLEARED AREA AS A WORK

THE CONTRACTOR SHALL UTILIZE THE PORTIONS OF THE CLOSED 4

CONTRACT UTILITIES NOTE.

TO CONSTRUCTION ACTIVITIES. SEE GUIDANCE PROVIDED IN

EXISTING OVERHEAD UTILITY TO BE RELOCATED BY OTHERS PRIOR 3

ITEM 21476ED.

COMMITMENTS. SNOW FENCING SHALL BE PAID FOR WITH BID

OUTLINED IN THE SPECIAL NOTE FOR ENVIRONMENTAL

DELINEATE THE BOUNDARY OF THE PROJECT, PER THE GUIDANCE

THE CONTRACTOR SHALL PROVIDE SNOW FENCING TO CLEARLY 2

ADDITIONAL INFORMATION).

CLEARANCE MUST BE OBTAINED (SEE GENERAL NOTES FOR

OF THE ENVIRONMENTALLY-CLEARED AREA, ADDITIONAL

IF THE CONTRACTOR DESIRES TO UTILIZE AN AREA OUTSIDE

ENVIRONMENTALLY-CLEARED AREA SHOWN ON THIS SHEET.

ACCESS, STAGING AREAS, ETC. MUST RESIDE WITHIN THE

AGREEMENTS MADE WITH ADJACENT PROPERTY OWNERS FOR

SHOWN ELSEWHERE IN THE REHABILITATION PLANS. ANY

ACTIVITIES OUTSIDE OF THE EXISTING RIGHT-OF-WAY, UNLESS

THE CONTRACTOR SHALL NOT PERFORM ANY CONSTRUCTION 1

NOTES:

S01_Title and Location Map_WSRS02_General Notes_WSRS03_Plan and Elevation_WSRS04_Typical Sections_WSRS05_Substructure_WSRS06_Substructure 2_WSRS07_Substructure 3_WSRS08_Environmentally-Cleared Area_WSR

2020-09-11T14:54:13-0400Mario R Fasano Jr

index of sheets kentucky transportation ......aashto lrfd bridge construction specifications with...

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