7%!,4(/&+%.45#+9 .BUUIFX( #FWJO TRANSPORTATION CAB … · 2019-03-18 · (3)Revised – Material...

Governor

An Equal Opportunity Employer M/F/D

TRANSPORTATION CAB

March 18, 2019

CALL NO. 204 CONTRACT ID NO. 195066 ADDENDUM # 2

Subject: ALLEN-TODD-WARREN COUNTIES, 121GR19D066-STP Letting March 22, 2019

(1)Revised - Special Notes for Concrete Coating – Pages 59-61 of 266(2)Revised - Special Notes for Contract Completion Date and Liquidated

Damages – 02 of 266 (3)Revised – Material Summary – Pages 214-218 of 266(4)Revised - Proposal Bid Items – Pages 263-266 of 266(5)Revised - Plan Sheets – S1, S2, S3, S5, S7, and S8

Proposal revisions are available at http://transportation.ky.gov/Construction-Procurement/.

If you have any questions, please contact us at 502-564-3500.

Sincerely,

Rachel Mills, P.E. Director Division of Construction Procurement

RM:mr Enclosures

http://transportation.ky.gov/Construction-Procurement/

http://transportation.ky.gov/Construction-Procurement/

Bridging KY 1 of 3

SPECIAL NOTE FOR CONCRETE COATING03-10011.00 Allen 002B00021N

I. DESCRIPTION

Perform all work in accordance with the Kentucky Transportation Cabinet, Department ofHighways 2012 Standard Specifications for Road and Bridge Construction and applicableSupplemental Specifications, the Standard Drawings, this Note, and the Contract Documents.Section references are to the Standard Specifications.

This work consists of the following:1. Furnish all labor, materials, tools, equipment, and incidental items necessary to complete

the work.2. Provide safe access to the bridge, in accordance with Section 107.01.01, for the Engineer

to sound possible repair areas and for workers to complete the construction.3. Repair cracks as applicable in accordance with the Special Note for Epoxy Injection

Crack Repair.4. Repair delaminated or spalled areas as applicable in accordance with the Special Note for

Concrete Patching.5. Apply Ordinary Surface Finish6. Prepare the surfaces to receive coating.7. Apply concrete coating.8. Any other work as specified as part of this contract.

II. MATERIALS

One of the following coating systems shall be used:

Manufacturer Prime Coat Finish CoatSherwin Williams Macropoxy 646 Acrolon 218 HS

PPG Amerlock 2 Devoe Devflex HPCarboline Carboguard 890 Carbothane 133 HBTnemec Elastogrip 151 Envirocrete 156

The finish product shall be opaque and satin or semi-gloss. The contractor must apply sufficientcoats as required to achieve this goal. The finish coat shall be gray and will meet the followingvalues:

L* a* b*Gray 74.94 -1.54 3.92

Furnish to the Engineer copies of the manufacturer’s technical data sheets, installationguidelines, material safety data sheets, and other pertinent data at least two (2) days prior tobeginning the work.

ALLEN - TODD - WARREN COUNTIES 121GR19D066-STP

REVISED ADDENDUM #2: 3-18-19 Contract ID: 195066

Page 59 of 266

Bridging KY 2 of 3

III. CONSTRUCTION

A. Perform Concrete Repairs. Repair concrete surface in accordance with the SpecialNote for Epoxy Injection Crack Repair and/or the Special Note for Concrete PatchingRepair if included in the contract documents.

B. Apply Ordinary Surface Finish. Areas receiving epoxy injection, concretepatching, and other surface imperfections, including areas of minor cracking, shouldreceive Ordinary Surface Finish in accordance with Section 601.03.18 of the StandardSpecifications. Use mortar of the same cement and fine aggregate as the concretepatching, or as directed by the Engineer. Payment will be incidental to ConcreteSealing.

C. Areas to Receive Concrete Coating:1. Every exposed surface above a point 6” below ground or fill line of

abutments, wing walls, end bent and pier caps, pedestals, back walls, columns,and exposed footings.

2. All exposed surfaces of concrete barrier walls, parapets, curbs, and plinths.Do not apply to the riding surface of the concrete deck.

3. The underneath surfaces of slab overhangs outside of exterior girders and tothe exterior side and bottom of exterior concrete girders, beams, and boxbeams.

D. Prepare Concrete Surfaces for Repair. All areas specified shall be pressurewashed. Equip the pressure washers with calibrated gages and pressure regulators toascertain and regulate water pressure. All equipment for pressure washing shall beoperated at a minimum pressure of up 3,500 to 4,500 psi with 0 degree spinner tipand/or fan tips as determined by the engineer at the working location with a minimumflow rate of 3.5 gal/minute provided that these pressures do not damage anycomponents of the structure. Pressure and flow rates shall be reduced to a levelsatisfactory to the Engineer should any damage occur due to power washingprocedures. The washing wand must be approximately perpendicular to the washedsurface and within a maximum of 12 inches of the surface. Wand extensions greaterthan 36 inches will be subject to Division of Construction approval. Pressurewashing of any bridge element will proceed from top of wash area to bottom of washarea. Preform all pressure washing at temperatures above 40 degrees Fahrenheit.

E. Apply Concrete Coating. All areas specified shall have concrete coating applied toas specified after debris removal and power washing. New concrete shall be allowedto properly cure in accordance with the manufacturer’s recommendations prior toapplication. Use compressed air to remove any loose debris from the surfaces that areto be coated after power washing. All coatings shall be applied within manufacturersrecommended dry film thickness range. Comply with KYTC “Standard Specificationsfor Road and Bridge Construction” Section 614.03.02 and coatings supplierrecommended conditions for application. Allow the surfaces to be coated to dry aminimum of 24 hours before any coating is applied. The coating must be applied with72 hours of pressure washing. The coating must be applied to a clean and dry surface.



Page 60 of 266

Bridging KY 3 of 3

All coating application shall be executed using brushes, rollers, etc. No sprayapplication will be permitted.

The Department requires acceptance testing of samples obtained on a per-lotbasis per-shipment. The Division of Materials shall perform acceptance testing. Testsamples shall be taken at the Contractor’s paint storage site. Department personnelshall perform sampling. Allow (10) working days for testing and approval of thesampled paint. It is the Contractor’s responsibility to maintain an adequate inventoryof approved paint. The Department shall assume no responsibility for lost work due torejection of paint or approved paint subsequently found to be defective during theapplication process. Preform all concrete coating application at temperatures above40 degrees Fahrenheit or in accordance with manufactures specifications.

IV. MEASUREMENT

The Department will measure the quantity as lump sum. The Department will not measurepreparation of the site for the Engineer’s access or removal and reapplication of coatings that donot satisfy the Engineer’s approval for payment and will consider them incidental to “ConcreteCoating”.

V. PAYMENT.

The Department will make payment for the completed and accepted quantities of concretecoating under the following:

Code Pay Item Pay Unit24982EC Concrete Coating Lump Sum

The plans may show an estimate quantity in square feet. The Department will consider paymentas full compensation for all work required as described in this note.



Page 61 of 266

Bridge 002B00021N 1 of 1

SPECIAL NOTE FOR CONTRACT COMPLETION DATE AND LIQUIDATED DAMAGES ON BRIDGE REPAIR CONTRACTS

03-10011.00 Allen 002B00021N

I. COMPLETION DATE.

Upon Notice to Proceed, the Contractor has the option of selecting the Begin Work date. Once selected, notify the Department in writing of the date selected at least two weeks prior to beginning work and provide a proposed project schedule. All work is to be completed by the specified contract completion date. The Contractor is allotted 60 calendar days once the bridge is closed to complete all work to safely reopen the structure with no lane closures. At a minimum, prior to reopening the bridge to traffic, all strength requirements and curing for materials used shall be completed per Division 600 of the Standard Specifications. Guardrail shall be installed to the satisfaction of the Engineer prior to reopening the bridge to traffic unless prior approval is obtained from the engineer for use of temporary railing.

The Engineer will begin charging calendar days for a structure on the day the Contractor closes the structure to traffic, regardless of holidays or seasonal weather limitations.

II. LIQUIDATED DAMAGES.

Liquidated damages will be assessed to the Contractor in accordance with the Transportation Cabinet, Department of Highway’s 2012 Standard Specifications for Road and Bridge

Construction, Section 108.09, when either the allotted number of calendar days or the specified completion date is exceeded.

Contrary to the Standard Specifications, liquidated damages will be assessed to the Contractor during the months of December, January, February and March when the contract time has expired on any individual bridge. Contract time will be charged during these months. All construction must be completed in accordance with the weather limitations specified in Section 606 and/or Section 601 as applicable. No extension of Contract time will be granted due to inclement weather or temperature limitations that occur due to starting work on the Contract or a structure late in the construction season.

Any approval of cold weather plans or allowance of construction operations to occur outside Section 606 and/or Section 601 does not alleviate the 60 day maximum bridge closure. In the event the closure lasts longer than 60 calendar days as specified, liquidated damages will apply to all excess days regardless of weather limitations.



Page 102 of 266

ALLEN - TODD - WARREN COUNTIES121GR19D066-STP


Page 214 of 266



Page 21 of 266



Page 216 of 266



Page 217 of 266



Page 218 of 266

PROPOSAL BID ITEMS

Report Date 3/18/19Page 1 of 4

195066

Section: 0001 - BRIDGE - 002B00021NLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT

0005 01890ISLAND HEADER CURB TYPE 1(ADDED: 3-18-19) 100.00 LF $

0010 01987DELINEATOR FOR GUARDRAIL BIDIRECTIONAL WHITE 24.00 EACH $

0020 02223 GRANULAR EMBANKMENT 28.00 CUYD $0030 02355 GUARDRAIL-STEEL W BEAM-S FACE A 100.00 LF $

0035 02363

GUARDRAIL CONNECTOR TO BRIDGE ENDTY A(ADDED: 3-18-19) 4.00 EACH $

0040 02399 EXTRA LENGTH GUARDRAIL POST 32.00 EACH $0050 02671 PORTABLE CHANGEABLE MESSAGE SIGN 4.00 EACH $0060 02731 REMOVE STRUCTURE 1.00 LS $

0070 03299ARMORED EDGE FOR CONCRETE(REVISED: 3-18-19) 42.33 LF $

0080 03304 BRIDGE OVERLAY APPROACH PAVEMENT 133.00 SQYD $0090 08003 FOUNDATION PREPARATION 1.00 LS $

0100 08104CONCRETE-CLASS AA(REVISED: 3-18-19) 135.00 CUYD $

0120 08151STEEL REINFORCEMENT-EPOXY COATED(REVISED: 3-18-19) 29,272.00 LB $

0130 08633 PRECAST PC I BEAM TYPE 3 626.00 LF $0150 21415ND EROSION CONTROL 1.00 LS $

0155 21532EDRAIL SYSTEM TYPE III(ADDED: 3-18-19) 318.00 LF $

0160 21741NC MAINTAIN & CONTROL TRAFFIC 1.00 EACH $0170 22146EN CONCRETE PATCHING REPAIR 108.00 SQFT $0180 23744EC EPOXY INJECTION CRACK REPAIR 60.00 LF $

0190 24982ECCONCRETE COATINGApprox. 5800 SF 1.00 LS $



0210 02223 GRANULAR EMBANKMENT 28.00 CUYD $0220 02231 STRUCTURE GRANULAR BACKFILL 10.00 CUYD $0230 02355 GUARDRAIL-STEEL W BEAM-S FACE A 100.00 LF $0240 02360 GUARDRAIL TERMINAL SECTION NO 1 1.00 EACH $0250 02399 EXTRA LENGTH GUARDRAIL POST 32.00 EACH $0260 02671 PORTABLE CHANGEABLE MESSAGE SIGN 2.00 EACH $0270 02731 REMOVE STRUCTURE 1.00 LS $0280 03299 ARMORED EDGE FOR CONCRETE 44.00 LF $

0290 03304BRIDGE OVERLAY APPROACH PAVEMENT(REVISED: 3-8-19) 105.00 SQYD $

0300 08003 FOUNDATION PREPARATION 1.00 LS $0310 08019 CYCLOPEAN STONE RIP RAP 48.00 TON $0320 08100 CONCRETE-CLASS A 3.70 CUYD $0330 08104 CONCRETE-CLASS AA 40.50 CUYD $



Page 263 of 266

PROPOSAL BID ITEMS


195066

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0340 08151 STEEL REINFORCEMENT-EPOXY COATED 6,183.00 LB $0350 08670 PRECAST PC BOX BEAM SB27 156.00 LF $0360 08801 GUARDRAIL-STEEL W BEAM-S FACE BR 106.00 LF $0370 21415ND EROSION CONTROL 1.00 LS $0380 21741NC MAINTAIN & CONTROL TRAFFIC 1.00 EACH $0390 22146EN CONCRETE PATCHING REPAIR 20.00 SQFT $0400 23744EC EPOXY INJECTION CRACK REPAIR 30.00 LF $


Section: 0003 - BRIDGE - 110C00061NLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT


0430 02223 GRANULAR EMBANKMENT 28.00 CUYD $0440 02351 GUARDRAIL-STEEL W BEAM-S FACE 125.00 LF $0450 02360 GUARDRAIL TERMINAL SECTION NO 1 3.00 EACH $0460 02371 GUARDRAIL END TREATMENT TYPE 7 1.00 EACH $0470 02399 EXTRA LENGTH GUARDRAIL POST 6.00 EACH $

0480 02545CLEARING AND GRUBBINGLess than 1 acre 1.00 LS $

0490 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS $0500 02671 PORTABLE CHANGEABLE MESSAGE SIGN 2.00 EACH $0510 02726 STAKING 1.00 LS $0520 02731 REMOVE STRUCTURE 1.00 LS $0530 03299 ARMORED EDGE FOR CONCRETE 46.00 LF $0540 03304 BRIDGE OVERLAY APPROACH PAVEMENT 167.00 SQYD $0550 08002 STRUCTURE EXCAV-SOLID ROCK 46.00 CUYD $0560 08003 FOUNDATION PREPARATION 1.00 LS $0570 08019 CYCLOPEAN STONE RIP RAP 75.00 TON $0580 08100 CONCRETE-CLASS A 91.00 CUYD $0590 08104 CONCRETE-CLASS AA 32.00 CUYD $0600 08151 STEEL REINFORCEMENT-EPOXY COATED 18,500.00 LB $0610 21415ND EROSION CONTROL 1.00 LS $0620 24896ED RAIL SYSTEM TYPE T631 52.00 LF $


Section: 0004 - BRIDGE - 110C00059NLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT


0650 02223 GRANULAR EMBANKMENT 30.00 CUYD $0660 02355 GUARDRAIL-STEEL W BEAM-S FACE A 100.00 LF $0670 02360 GUARDRAIL TERMINAL SECTION NO 1 1.00 EACH $0680 02371 GUARDRAIL END TREATMENT TYPE 7 3.00 EACH $



Page 264 of 266

PROPOSAL BID ITEMS


195066

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0690 02399 EXTRA LENGTH GUARDRAIL POST 32.00 EACH $


0710 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS $0720 02651 DIVERSIONS (BY-PASS DETOURS) 1.00 LS $0730 02671 PORTABLE CHANGEABLE MESSAGE SIGN 2.00 EACH $0740 02726 STAKING 1.00 LS $0750 02731 REMOVE STRUCTURE 1.00 LS $0760 03299 ARMORED EDGE FOR CONCRETE 32.00 LF $0770 03304 BRIDGE OVERLAY APPROACH PAVEMENT 135.00 SQYD $0780 08003 FOUNDATION PREPARATION 1.00 LS $0790 08019 CYCLOPEAN STONE RIP RAP 65.00 TON $0800 08033 TEST PILES 36.00 LF $0810 08046 PILES-STEEL HP12X53 52.00 LF $0820 08094 PILE POINTS-12 IN 6.00 EACH $0830 08100 CONCRETE-CLASS A 15.50 CUYD $0840 08104 CONCRETE-CLASS AA 12.60 CUYD $0850 08151 STEEL REINFORCEMENT-EPOXY COATED 3,250.00 LB $0860 08661 PRECAST PC BOX BEAM CB12-48 134.00 LF $0870 08801 GUARDRAIL-STEEL W BEAM-S FACE BR 68.00 LF $0880 21415ND EROSION CONTROL 1.00 LS $

0890 24982ECCONCRETE COATINGApproximately 622 SF 1.00 LS $



0910 02223 GRANULAR EMBANKMENT 28.00 CUYD $0920 02351 GUARDRAIL-STEEL W BEAM-S FACE 100.00 LF $0930 02355 GUARDRAIL-STEEL W BEAM-S FACE A 100.00 LF $0940 02381 REMOVE GUARDRAIL 262.00 LF $0950 02399 EXTRA LENGTH GUARDRAIL POST 32.00 EACH $


0970 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS $0980 02671 PORTABLE CHANGEABLE MESSAGE SIGN 2.00 EACH $0990 02726 STAKING 1.00 LS $1000 02731 REMOVE STRUCTURE 1.00 LS $1010 03299 ARMORED EDGE FOR CONCRETE 49.70 LF $1020 03304 BRIDGE OVERLAY APPROACH PAVEMENT 170.00 SQYD $1030 08002 STRUCTURE EXCAV-SOLID ROCK 166.70 CUYD $1040 08003 FOUNDATION PREPARATION 1.00 LS $1050 08019 CYCLOPEAN STONE RIP RAP 130.00 TON $1060 08100 CONCRETE-CLASS A 175.60 CUYD $1070 08104 CONCRETE-CLASS AA 12.10 CUYD $1080 08150 STEEL REINFORCEMENT 18,466.00 LB $1090 08151 STEEL REINFORCEMENT-EPOXY COATED 1,547.00 LB $



Page 265 of 266

PROPOSAL BID ITEMS


195066

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1100 08661 PRECAST PC BOX BEAM CB12-48 183.00 LF $1110 08801 GUARDRAIL-STEEL W BEAM-S FACE BR 61.00 LF $1120 21415ND EROSION CONTROL 1.00 LS $

1130 24982ECCONCRETE COATINGApproximately 883 SF 1.00 LS $

Section: 0006 - DEMOBILIZATION &/OR MOBILIZATIONLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1140 02569 DEMOBILIZATION 1.00 LS $



Page 266 of 266

NI

LC

ED

SE

STAT

EOF

KE

NT

UCKY

REENI

GN

EL

AN

OI

SS

EFORP

JO

N A

.

MIL

ES

24

48

5

PH

AS

ING

PL

AN

AN

D E

LE

VA

TIO

N

PC

IB

TY

PE

3

AB

UT

ME

NT

DE

TA

ILS

PIE

R D

ET

AIL

S

S4

S5

S6

S7

S8

S3

TY

PIC

AL

SE

CT

ION

S2

GE

NE

RA

L N

OT

ES

S1

TIT

LE

AN

D L

OC

AT

ION

MA

P

S9

INT

ER

ME

DIA

TE

DIA

PH

RA

GM

DE

TA

ILS

E-SHEET NAME: MicroStation v8.11.9.459

DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

TIT

LE

AN

D L

OC

AT

ION

MA

P

S1

27

88

2

1/1

8/1

9

CONSTRUCTION PROJECT NO.LETTING DATE

IND

EX

OF

SH

EE

TS

Sh

eet

No

.D

escri

pti

on

SP

EC

IAL

NO

TE

S

ST

AN

DA

RD

DR

AW

ING

S

SP

EC

IFIC

AT

ION

S

DE

PA

RT

ME

NT

OF

HIG

HW

AY

S

BR

IDG

E R

EH

AB

ILIT

AT

ION

PL

AN

S

KE

NT

UC

KY

TR

AN

SP

OR

TA

TIO

N C

AB

INE

T

BR

IDG

E N

UM

BE

RP

RE

PA

RE

D B

Y

FILE NAME: DATE PLOTTED:

USER:

9:59:32 AM...\Drawing\Working\S1 Title.dgn

C

urrent Interim

s.

AA

SH

TO

LR

FD

Brid

ge C

on

stru

ctio

n S

pecificatio

ns w

ith

LO

CA

TIO

N M

AP

cquinn

3/11/2019

C

on

stru

ctio

n.

20

12

Stan

dard

Sp

ecificatio

ns f

or R

oad

an

d B

rid

ge

AC

TIV

E S

EP

IAS

For C

oncrete

Patc

hin

g R

epair

Fo

r C

on

crete

Co

ati

ng

For T

raffic

Contr

ol

on B

rid

ge R

epair

Contr

acts

Fo

r E

po

xy

In

jecti

on

Crack

Rep

air

in B

rid

ge R

ep

air

Co

ntr

acts

For C

ontr

act

Com

ple

tion D

ate

and L

iquid

ate

d D

am

ages

For E

rosio

n P

reventi

on a

nd S

edim

ent

Contr

ol

For O

ver t

he S

ide D

rain

age

Fo

r B

rid

ge O

verla

y A

pp

ro

ach

Pav

em

en

t

BB

P-0

01

-12

BB

P-0

02

-04

BG

X-0

06

-10

BJE

-00

1-1

3

Ela

sto

meric

Bearin

g P

ads f

or P

restr

essed B

eam

s

Bearin

g D

eta

ils

Sten

cils f

or S

tru

ctu

res

Neo

pren

e E

xp

an

sio

n D

am

s a

nd

Arm

ored

Ed

ges

024

027

028

032

033

035

Typic

al

Guardrail

Insta

llati

ons

Ste

el

Beam

Guard

rail

"W

" B

eam

Ste

el

Guardrail

Posts

Deli

neato

rs f

or G

uard

rail

Gu

ard

rail

Sy

ste

m T

ran

sit

ion

Rail

ing

Sy

ste

m T

yp

e I

I G

uard

rail

Treatm

en

t

36

°4

5' 1

0",-

86

°2

4' 3

7"

Mid

dle

Fo

rk

Drak

es C

r.

KY

58

5 O

ver

00

2B

00

02

1N

NI

LC

ED

SE

STAT

EOF

KE

NT

UCKY

REENI

GN

EL

AN

OI

SS

EFORP

JO

N A

.

MIL

ES

24

48

5

PL

AN

AN

D E

LE

VA

TIO

N

PC

IB

TY

PE

3

AB

UT

ME

NT

DE

TA

ILS

PIE

R D

ET

AIL

S

S4

S5

S6

S7

S8

S3

TY

PIC

AL

SE

CT

ION

S2

GE

NE

RA

L N

OT

ES

S1

TIT

LE

AN

D L

OC

AT

ION

MA

P

S9

INT

ER

ME

DIA

TE

DIA

PH

RA

GM

DE

TA

ILS


DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

TIT

LE

AN

D L

OC

AT

ION

MA

P

S1

27

88

2

1/1

8/1

9

CONSTRUCTION PROJECT NO.LETTING DATE

IND

EX

OF

SH

EE

TS

Sh

eet

No

.D

escri

pti

on

SP

EC

IAL

NO

TE

S

ST

AN

DA

RD

DR

AW

ING

S

SP

EC

IFIC

AT

ION

S

DE

PA

RT

ME

NT

OF

HIG

HW

AY

S

BR

IDG

E R

EH

AB

ILIT

AT

ION

PL

AN

S

KE

NT

UC

KY

TR

AN

SP

OR

TA

TIO

N C

AB

INE

T

BR

IDG

E N

UM

BE

RP

RE

PA

RE

D B

Y

FILE NAME: DATE PLOTTED:

USER:

9:58:04 AM...\Revised 03-06-19\S1 Title.dgn

C

urrent Interim

s.

AA

SH

TO

LR

FD

Brid

ge C

on

stru

ctio

n S

pecificatio

ns w

ith

LO

CA

TIO

N M

AP

mwoosley

3/11/2019

C

on

stru

ctio

n.

20

12

Stan

dard

Sp

ecificatio

ns f

or R

oad

an

d B

rid

ge

AC

TIV

E S

EP

IAS

(NO

T U

SE

D)

For C

oncrete

Patc

hin

g R

epair

Fo

r C

on

crete

Co

ati

ng

For T

raffic

Contr

ol

on B

rid

ge R

epair

Contr

acts

Fo

r E

po

xy

In

jecti

on

Crack

Rep

air

in B

rid

ge R

ep

air

Co

ntr

acts

For C

ontr

act

Com

ple

tion D

ate

and L

iquid

ate

d D

am

ages

For E

rosio

n P

reventi

on a

nd S

edim

ent

Contr

ol

Fo

r B

rid

ge O

verla

y A

pp

ro

ach

Pav

em

en

t

BB

P-0

01

-12

BB

P-0

02

-04

BG

X-0

06

-10

BJE

-00

1-1

3

Ela

sto

meric

Bearin

g P

ads f

or P

restr

essed B

eam

s

Bearin

g D

eta

ils

Sten

cils f

or S

tru

ctu

res

Neo

pren

e E

xp

an

sio

n D

am

s a

nd

Arm

ored

Ed

ges

024

027

028

032

033

Typic

al

Guardrail

Insta

llati

ons

Ste

el

Beam

Guard

rail

"W

" B

eam

Ste

el

Guardrail

Posts

Deli

neato

rs f

or G

uard

rail

Gu

ard

rail

Sy

ste

m T

ran

sit

ion

36

°4

5' 1

0",-

86

°2

4' 3

7"

Mid

dle

Fo

rk

Drak

es C

r.

KY

58

5 O

ver

00

2B

00

02

1N

BH

S-0

08-0

2

BG

X-0

15

Brid

ge D

rain

s

Rail

Sy

ste

m T

yp

e 3

1R

ev

ised

No

tes f

or M

OT

3/6

/19

01

3

01

5

Gu

ard

rail

Co

nn

ecto

r t

o B

rid

ge E

nd

Ty

pe A

an

d A

-1

Co

mp

on

en

ts

Guardrail

Connecto

r t

o B

rid

ge E

nd T

ype A

1

dee.mcelmurray

Cloud

MA

TE

RIA

LS

FO

R D

ES

IGN

SP

EC

IFIC

AT

ION

S:

For C

lass A

C

oncrete:

F'C

= 3

,50

0 p

si

Fo

r C

lass A

A C

on

crete:

F'C

= 4

,000 p

si

FY

= 6

0,0

00 p

si

Th

e S

pecificatio

ns, C

urren

t E

ditio

n, as d

esig

nated

b

elo

w sh

all g

ov

ern

th

e fo

llo

win

g m

aterials fu

rn

ish

ed

:

Grout

Material

Specification

Fo

r S

teel R

ein

fo

rcem

en

t:

site.

concrete. T

he C

ontractor shall dispose all rem

oved m

aterial off state right of w

ay in an approved

oil, grease, dirt, slurry, or any m

aterials w

hich could interfere w

ith the bond of freshly placed

rem

ove all fractured surface concrete and all traces of any unsound m

aterial or contam

inants such as

rem

ov

ed

; th

e rep

air su

rface sh

all b

e p

rep

ared

b

y ab

rasiv

e b

last clean

in

g. A

brasiv

e b

last clean

in

g sh

all

prev

en

t feath

er ed

gin

g u

nless o

th

erw

ise ap

pro

ved

b

y th

e E

ng

in

eer. A

fter all co

ncrete h

as b

een

except that the outer edges of all chipped areas shall be saw

cut to m

inim

um

depth of 1 inch to

perim

eter of all areas w

here concrete is rem

oved shall be tapered at an approxim

ately 45° angle,

to

n

ot d

am

ag

e b

on

d to

ad

jacen

t n

on

-ex

po

sed

rein

fo

rcin

g steel d

urin

g co

ncrete rem

ov

al p

ro

cesses. T

he

pn

eu

matic h

am

mers in

d

irect co

ntact w

ith

rein

fo

rcin

g steel th

at is to

b

e retain

ed

. C

are sh

all b

e tak

en

Contractor m

ay use ham

mers not exceeding 90 pounds upon the approval of the E

ngineer. D

o not place

35

p

ou

nd

s fo

r rem

ov

al w

ith

in

1

8 in

ch

es o

f p

ortio

ns to

b

e p

reserv

ed

. O

utsid

e th

e 1

8 in

ch

lim

it, th

e

Hydraulic hoe-ram

type ham

mers w

ill not be perm

itted. T

he w

eight of the ham

mer shall not be m

ore than

Rem

ov

e c

on

crete b

y m

ean

s o

f a

pp

ro

ved

pn

eu

matic h

am

mers e

mp

lo

yin

g p

oin

ted

an

d b

lu

nt c

hisel t

oo

ls.

B.

MA

TE

RIA

L N

OT

ES

req

uired

to

co

mp

lete th

e C

on

tract.

all o

r p

arts o

f th

e ex

istin

g stru

ctu

re, p

hase co

nstru

ctio

n, in

cid

en

tal m

aterials, lab

or, o

r an

yth

in

g else

in

cid

en

tal to

th

e C

on

tract. T

his m

ay

in

clu

de co

fferd

am

s, sh

orin

g, ex

cav

atio

ns, b

ack

fillin

g, rem

ov

al o

f

are to be included in the bid item

m

ost appropriate for the w

ork involved and otherw

ise considered

with

th

e P

lan

s an

d S

pecificatio

ns. M

aterial, lab

or, o

r co

nstru

ctio

n o

peratio

ns, n

ot o

th

erw

ise sp

ecified

,

CO

MP

LE

TIO

N O

F T

HE

ST

RU

CT

UR

E: T

he C

ontractor i

s r

equired t

o c

om

plete t

he s

tructure i

n a

ccordance

property of the C

ontractor and shall be rem

oved from

the right-of-w

ay.

DIS

PO

SA

L O

F M

AT

ER

IA

LS

: A

ll m

aterials a

nd

deb

ris r

em

ov

ed

fro

m o

r b

en

eath

th

e b

rid

ge s

hall b

eco

me t

he

BE

VE

LE

D E

DG

ES

: B

ev

el a

ll e

xp

osed

ed

ges ƒ

", u

nless o

th

erw

ise n

oted

.

sh

all b

e in

cid

en

tal to

th

e rep

air item

b

ein

g co

mp

leted

.

EX

IS

TIN

G S

TE

EL

RE

IN

FO

RC

EM

EN

T: T

he c

ost o

f c

uttin

g,

ben

din

g,

an

d c

lean

in

g e

xistin

g s

teel r

ein

fo

rcem

en

t

is 2" unless otherw

ise noted.

RE

IN

FO

RC

EM

EN

T: S

pacing of bars is from

center to center of bars. C

lear distance to face of concrete

used on the substructure.

CO

NC

RE

TE

: C

lass "

AA

" C

oncrete i

s t

o b

e u

sed t

hroughout t

he s

uperstructure. C

lass "

A" C

oncrete i

s t

o b

e

disturb existing utilities.

Contractor m

ust m

ake his ow

n determ

ination. E

xcept as show

n on the P

lans, w

ork around and do not

warran

t th

e lo

catio

ns an

d assu

mes n

o resp

on

sib

ility

fo

r th

e accu

racy

o

r co

mp

leten

ess. T

he

draw

ings to be approxim

ate only and for inform

ational purposes only. T

he D

epartm

ent does not

UT

IL

IT

IE

S: B

efore b

eginning w

ork, locate a

ll e

xisting u

tilities. C

onsider l

ocation o

f u

tilities s

how

n o

n t

he

be m

ade.

sh

all fu

rn

ish

all p

lan

s, eq

uip

men

t, an

d lab

or n

ecessary

to

d

o th

e w

ork

fo

r w

hich

n

o d

irect p

ay

men

t w

ill

im

prin

ted

in

th

e co

ncrete w

ith

1

" letters at a lo

catio

n d

esig

nated

b

y th

e E

ng

in

eer. T

he C

on

tracto

r

CO

NS

TR

UC

TIO

N I

DE

NT

IF

IC

AT

IO

N: T

he n

am

es o

f t

he P

rim

e C

ontractor a

nd t

he S

ub-C

ontractor s

hall b

e

bridge is prohibited.

CO

NS

TR

UC

TIO

N L

OA

D: T

he C

on

tracto

r s

hall a

bid

e b

y t

he p

osted

brid

ge l

im

its.

Sto

rag

e o

f m

aterial o

n t

he

DW

G #

9740.

guaranteed and no responsibility is assum

ed for their accuracy. P

lans of the existing structure are

av

ailab

le fro

m th

e D

iv

isio

n o

f M

ain

ten

an

ce, u

po

n req

uest. T

he co

mp

leten

ess o

f th

ese d

raw

in

gs is n

ot

PL

AN

S O

F E

XIS

TIN

G S

TR

UC

TU

RE

: A

s a

n a

id

to

th

e C

on

tracto

r,

th

e p

lan

s o

f t

he e

xistin

g s

tru

ctu

re a

re

th

at th

e req

uirem

en

t o

f A

rticle 1

04

.0

2.0

2 o

f th

e S

tan

dard

S

pecificatio

ns is satisfied

.

wo

rk

. In

ad

ditio

n, th

e o

verru

n an

d u

nd

erru

n fo

rm

ulas m

ay

b

e ap

plied

to

ap

pro

priate rep

airs p

ro

vid

ed

how

ever, the C

ontractor w

ill be paid for the quantity actually furnished at the unit price bid for the

variations shall not be cause for additional com

pensation for a change in the scope of the w

ork;

an

d m

ak

e th

e n

ecessary

ap

pro

ved

ad

ju

stm

en

ts p

rio

r to

co

nstru

ctio

n o

r o

rd

erin

g o

f m

aterials. S

uch

variatio

ns. It sh

all b

e th

e C

on

tracto

r's

resp

on

sib

ility

to

v

erify

su

ch

d

im

en

sio

ns an

d d

etails in

th

e field

dim

en

sio

ns an

d d

etails relativ

e to

th

e ex

istin

g stru

ctu

re are su

bject to

n

om

in

al co

nstru

ctio

n

VE

RIF

YIN

G F

IE

LD

CO

ND

IT

IO

NS

: D

im

ensions s

how

n o

n t

hese P

lans a

re t

aken f

rom

Existing P

lans. T

he P

lan

will not be honored by the D

epartm

ent of H

ighw

ays.

co

nsid

ered

ev

id

en

ce o

f th

is in

sp

ectio

n h

av

in

g b

een

m

ad

e. A

ll claim

s resu

ltin

g fro

m th

e site co

nd

itio

ns

so

th

at w

ork

can

ex

ped

itio

usly

p

erfo

rm

ed

after a C

on

tract is aw

ard

ed

. S

ub

missio

n o

f a b

id

w

ill b

e

th

e p

ro

ject site p

rio

r to

su

bm

ittin

g a b

id

an

d sh

all b

e th

oro

ug

hly

fam

iliarized

w

ith

ex

istin

g co

nd

itio

ns

ON

-S

IT

E I

NS

PE

CT

IO

N: E

ach C

ontractor s

ubm

itting a

bid f

or t

his w

ork s

hall m

ake a

thorough i

nspection o

f

FU

TU

RE

WE

AR

IN

G S

UR

FA

CE

: T

he d

esig

n i

nclu

des a

n a

llo

wan

ce f

or 1

5 p

sf f

or a

fu

tu

re w

earin

g s

urface.

designed b

y t

he L

RF

D m

ethod a

s s

pecified i

n t

he c

urrent A

AS

HT

O S

pecifications.

by i

ncreasing t

he s

tandard H

L93 l

oad a

s s

pecified i

n t

he A

AS

HT

O S

pecifications b

y 2

5%

. A

ll m

em

bers a

re

DE

SIG

N L

OA

D: T

his s

uperstructure i

s d

esigned f

or K

Y-H

L93 L

ive L

oad. T

he K

Y-H

L93 l

ive l

oad i

s a

rrived a

t

the A

AS

HT

O L

RF

D B

ridge C

onstruction S

pecifications, w

ith I

nterim

s.

supplem

ental S

pecifications. A

ll references to the A

AS

HT

O S

pecifications are to the current edition of

of H

ig

hw

ay

s S

tan

dard

S

pecificatio

ns fo

r R

oad

an

d B

rid

ge C

on

stru

ctio

n in

clu

din

g an

y cu

rren

t

SP

EC

IF

IC

AT

IO

NS

: R

eferen

ces t

o t

he S

pecificatio

ns a

re t

o t

he 2

01

2 E

ditio

n o

f t

he K

en

tu

ck

y D

ep

artm

en

t

GE

NE

RA

L N

OT

ES

A.

fro

m o

ut to

o

ut b

efo

re th

e co

ncrete is allo

wed

to

set.

SU

PE

RS

TR

UC

TU

RE

SL

AB

:

Th

e s

up

erstru

ctu

re s

lab

sh

all b

e p

ou

red

co

ntin

uo

usly

perm

itted provided the corrugations are filled w

ith styrofoam

.

ST

AY

-IN

-P

LA

CE

ME

TA

L F

OR

MS

: T

he u

se o

f s

tay

-in

-p

lace m

etal f

orm

wo

rk

fo

r t

he b

rid

ge d

eck

is

All paym

ent for this w

ork is incidental to the contract.

of d

eck

elev

atio

ns fo

r d

eterm

in

in

g X

-d

im

en

sio

ns. T

he p

ro

po

sed

p

ro

file g

rad

e sh

all n

early

m

atch

ex

istin

g.

Co

ntracto

r is req

uired

to

set th

e p

ro

file g

rad

e, d

eterm

in

e th

e b

rid

ge seat elev

atio

ns, an

d set to

p

ST

AK

IN

G: In

ad

ditio

n to

th

e req

uirem

en

ts sp

elled

o

ut in

S

ectio

n 2

01

o

f th

e S

tan

dard

S

pecificatio

ns, th

e

areas o

f rem

ain

in

g co

ncrete o

r rein

fo

rcin

g steel d

urin

g co

ncrete rem

ov

al o

peratio

ns.

rem

ain in place to be reused in the rehabilitated structure. C

are shall be exercised not to dam

age

partial rem

oval of the abutm

ents as show

n in the P

lans. P

ortions of the existing abutm

ents shall

su

perstru

ctu

re (rein

fo

rced

co

ncrete d

eck

, ralin

g, b

eam

s an

d rein

fo

rced

co

ncrete d

iap

hrag

ms), an

d

RE

MO

VE

ST

RU

CT

UR

E: T

his p

ay

item

fo

r "

Rem

ov

e S

tru

ctu

re" s

hall c

on

sist o

f t

he r

em

ov

al o

f t

he

th

at is in

acco

rd

an

ce w

ith

S

ectio

n 1

05

.1

2 o

f th

e S

pecificatio

ns.

th

e C

on

tract. A

fter co

mp

letio

n o

f all o

peratio

ns, th

e stru

ctu

re an

d site sh

all b

e left in

a co

nd

itio

n

un

til after th

e b

rid

ge h

as b

een

reo

pen

ed

to

n

orm

al traffic fo

llo

win

g co

mp

letio

n o

f all w

ork

req

uired

in

Co

ntracto

r is co

mp

letely

resp

on

sib

le fo

r th

e stab

ility

o

f th

e stru

ctu

re fro

m th

e tim

e o

f m

ob

ilizatio

n

and all dam

age to the structure, should such dam

age result from

the C

ontractor's

actions. T

he

DA

MA

GE

TO

TH

E S

TR

UC

TU

RE

: T

he C

on

tracto

r s

hall b

ear f

ull r

esp

on

sib

ility

an

d e

xp

en

se f

or r

ep

air o

f a

ny

sh

ou

ld

an

y d

am

ag

e resu

lt fro

m th

e C

on

tracto

r's

actio

ns.

construction during the life of the project shall be repaired by the C

ontractor at his expense,

DA

MA

GE

OU

TS

ID

E C

ON

ST

RU

CT

IO

N L

IM

IT

S: A

ny a

rea t

hat i

s d

isturbed o

utside o

f t

he l

im

its o

f t

he

shall be incidental to the unit bid price for D

ry C

yclopean S

tone R

ip R

ap.

protection in accordance w

ith the S

tandard S

pecification 214 and 843. P

aym

ent for G

eotextile F

abric T

ype 1

th

e P

lan

s an

d S

pecificatio

ns. G

eo

tex

tile F

ab

ric T

yp

e 1

sh

all b

e p

laced

b

etw

een

th

e em

ban

km

en

t an

d th

e slo

pe

SL

OP

E P

RO

TE

CT

IO

N:

Slo

pe p

ro

tectio

n s

hall b

e d

ry

cy

clo

pean

sto

ne s

lo

pe p

ro

tectio

n i

n a

cco

rd

an

ce w

ith

AA

SH

TO

M-3

1D

eform

ed a

nd P

lain B

illet-S

teel f

or C

oncrete R

einforcem

ent, G

rade 6

0

AA

SH

TO

M1

53

Prem

olded C

ork F

iller

reflecting these changes shall be subm

itted to the consultant through the contractor.

Wh

en

an

y ch

an

ges in

th

e d

esig

n p

lan

s are p

ro

po

sed

b

y th

e fab

ricato

r o

r su

pp

lier, th

e sh

op

d

raw

in

gs

by case basis.

of p

ap

er co

pies, C

on

stru

ctio

n M

an

ag

em

en

t T

eam

reserv

es th

e rig

ht to

req

uire su

ch

co

pies o

n a case

Man

ag

em

en

t T

eam

" are to

b

e u

sed

fo

r fab

ricatio

n. W

hile th

is p

ro

cess d

oes n

ot req

uire th

e su

bm

issio

n

Managem

ent T

eam

will b

e d

istributed, and o

nly p

lans e

lectronically s

tam

ped "

Distributed b

y C

onstruction

Co

nstru

ctio

n M

an

ag

em

en

t T

eam

fo

r d

istrib

utio

n. O

nly

p

lan

s su

bm

itted

d

irectly

to

th

e C

on

stru

ctio

n

desig

ner. E

ach

sh

eet w

ill b

e electro

nically

stam

ped

b

y th

e d

esig

ner an

d p

lan

s w

ill b

e fo

rw

ard

ed

to

th

e

to the fabricator. U

pon reconciliation of the designer's

com

ments, files shall be returned to the

sh

eets. D

esig

ners w

ill m

ak

e rev

iew

co

mm

en

ts o

n th

ese electro

nic su

bm

issio

ns as n

eed

ed

an

d retu

rn

th

em

rev

iew

. T

hese s

ub

missio

ns s

hall d

ep

ict t

he s

ho

p p

lan

s,

in

.p

df f

orm

at,

as e

ith

er 1

1" x

17

" o

r 2

2" x

36

"

SH

OP

DR

AW

IN

GS

: F

ab

ricato

rs s

hall s

ub

mit a

ll r

eq

uired

sh

op

plan

s,

by

e-m

ail,

to

th

e d

esig

n c

on

su

ltan

t f

or

feet for P

recast B

eam

s.

co

st o

f b

earin

g p

ad

s is to

b

e in

clu

ded

in

th

e u

nit p

rice p

er lin

ear

testin

g req

uirem

en

ts co

rresp

on

din

g to

D

esig

n M

eth

od

B

. T

he

betw

een 95 psi and 130 psi and shall be subjected to the load

Bearings s

hall b

e L

ow

Tem

perature G

rade 3

with a

shear m

odulus

Sectio

n 1

8.

th

e A

AS

HT

O S

tan

dard

Sp

ecificatio

ns f

or H

ig

hw

ay

Brid

ges,

Div

isio

n I

I,

EL

AS

TO

ME

RIC

BE

AR

IN

G P

AD

S:

Ela

sto

meric

Bearin

g P

ads s

hall

conform

to


DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

PR

EP

AR

ED

BY

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

GE

NE

RA

L N

OT

ES

S2

27

88

2

1/1

8/1

9

BR

IDG

E N

UM

BE

R

DATE PLOTTED:

USER: FILE NAME:

10:01:09 AM...\Working\S2- General Notes.dgn

cquinn

3/11/2019

quantity is different than this estim

ate.

to

v

erify

th

is estim

ate an

d b

id

ap

pro

priately

. N

o p

ay

men

t ad

ju

stm

en

ts w

ill b

e m

ad

e if th

e actu

al

CO

NC

RE

TE

CO

AT

IN

G: C

oncrete C

oating i

s e

stim

ated a

t 5

800 S

F. It i

s t

he r

esponsibility o

f t

he c

ontractor

Co

ncrete an

d n

o sep

arate m

easu

rem

en

t o

r p

ay

men

t sh

all b

e m

ad

e.

furnishing and installing M

astic T

ape shall be considered incidental to the unit price bid for C

lass "A

A"

Th

e co

st o

f th

is w

ork

, in

clu

din

g all m

aterials, lab

or, eq

uip

men

t, to

ols an

d in

cid

en

tals n

ecessary

fo

r

with t

he o

verlap r

unning d

ow

nhill.

spliced by lapping a m

inim

um

of six inches and in accordance w

ith the m

anufacturer's

recom

mendations

Mastic T

ap

e sh

all co

ver th

e jo

in

t co

ntin

uo

usly

u

nless o

th

erw

ise sh

ow

n in

th

e P

lan

s. M

astic T

ap

e sh

all b

e

CA

DIL

LO

C b

y U

P R

UB

BE

R C

O.

IN

C.

or a

n a

pp

ro

ved

eq

uiv

ale

nt.

SE

AL

WR

AP

by

MA

R M

AC

MA

NU

FA

CT

UR

ING

CO

. IN

C.,

EZ

-WR

AP

RU

BB

ER

by P

RE

SS

-SE

AL

GA

SK

ET

CO

RP

OR

AT

ION

,

Mastic T

ap

e sh

all b

e eith

er:

ap

plied

fo

r a m

in

im

um

w

id

th

o

f n

in

e in

ch

es o

n each

sid

e o

f th

e jo

in

t.

free of dirt, debris, or deleterious m

aterial. P

rim

er, if required by the tape m

anufacturer, shall be

to

b

e co

vered

w

ith

1

2-in

ch

w

id

e m

astic tap

e. P

rio

r to

ap

plicatio

n, th

e jo

in

t su

rface sh

all b

e clean

an

d

Mastic T

ap

e u

sed

to

seal jo

in

ts sh

all m

eet th

e req

uirem

en

ts o

f A

ST

M C

-8

77

T

yp

e I, II, o

r III. T

he jo

in

t is

su

perstru

ctu

re sh

all b

e w

aterp

ro

ofed

as d

etailed

o

n th

ese P

lan

s.

The joint betw

een the abutm

ent seats and superstructure and betw

een the abutm

ent w

ings and

JO

INT

WA

TE

RP

RO

OF

ING

AT

AB

UT

ME

NT

SC

.

MA

TE

RIA

LS

FO

R D

ES

IGN

SP

EC

IFIC

AT

ION

S:

For C

lass A

C

oncrete:

F'C

= 3

,50

0 p

si

Fo

r C

lass A

A C

on

crete:

F'C

= 4

,000 p

si

FY

= 6

0,0

00 p

si

Th

e S

pecificatio

ns, C

urren

t E

ditio

n, as d

esig

nated

b

elo

w sh

all g

ov

ern

th

e fo

llo

win

g m

aterials fu

rn

ish

ed

:

Grout

Material

Specification

Fo

r S

teel R

ein

fo

rcem

en

t:

site.

concrete. T

he C

ontractor shall dispose all rem

oved m

aterial off state right of w

ay in an approved

oil, grease, dirt, slurry, or any m

aterials w

hich could interfere w

ith the bond of freshly placed

rem

ove all fractured surface concrete and all traces of any unsound m

aterial or contam

inants such as

rem

ov

ed

; th

e rep

air su

rface sh

all b

e p

rep

ared

b

y ab

rasiv

e b

last clean

in

g. A

brasiv

e b

last clean

in

g sh

all

prev

en

t feath

er ed

gin

g u

nless o

th

erw

ise ap

pro

ved

b

y th

e E

ng

in

eer. A

fter all co

ncrete h

as b

een

except that the outer edges of all chipped areas shall be saw

cut to m

inim

um

depth of 1 inch to

perim

eter of all areas w

here concrete is rem

oved shall be tapered at an approxim

ately 45° angle,

to

n

ot d

am

ag

e b

on

d to

ad

jacen

t n

on

-ex

po

sed

rein

fo

rcin

g steel d

urin

g co

ncrete rem

ov

al p

ro

cesses. T

he

pn

eu

matic h

am

mers in

d

irect co

ntact w

ith

rein

fo

rcin

g steel th

at is to

b

e retain

ed

. C

are sh

all b

e tak

en

Contractor m

ay use ham

mers not exceeding 90 pounds upon the approval of the E

ngineer. D

o not place

35

p

ou

nd

s fo

r rem

ov

al w

ith

in

1

8 in

ch

es o

f p

ortio

ns to

b

e p

reserv

ed

. O

utsid

e th

e 1

8 in

ch

lim

it, th

e

Hydraulic hoe-ram

type ham

mers w

ill not be perm

itted. T

he w

eight of the ham

mer shall not be m

ore than

Rem

ov

e c

on

crete b

y m

ean

s o

f a

pp

ro

ved

pn

eu

matic h

am

mers e

mp

lo

yin

g p

oin

ted

an

d b

lu

nt c

hisel t

oo

ls.

B.

MA

TE

RIA

L N

OT

ES

req

uired

to

co

mp

lete th

e C

on

tract.

all o

r p

arts o

f th

e ex

istin

g stru

ctu

re, p

hase co

nstru

ctio

n, in

cid

en

tal m

aterials, lab

or, o

r an

yth

in

g else

in

cid

en

tal to

th

e C

on

tract. T

his m

ay

in

clu

de co

fferd

am

s, sh

orin

g, ex

cav

atio

ns, b

ack

fillin

g, rem

ov

al o

f

are to be included in the bid item

m

ost appropriate for the w

ork involved and otherw

ise considered

with

th

e P

lan

s an

d S

pecificatio

ns. M

aterial, lab

or, o

r co

nstru

ctio

n o

peratio

ns, n

ot o

th

erw

ise sp

ecified

,

CO

MP

LE

TIO

N O

F T

HE

ST

RU

CT

UR

E: T

he C

ontractor i

s r

equired t

o c

om

plete t

he s

tructure i

n a

ccordance

property of the C

ontractor and shall be rem

oved from

the right-of-w

ay.

DIS

PO

SA

L O

F M

AT

ER

IA

LS

: A

ll m

aterials a

nd

deb

ris r

em

ov

ed

fro

m o

r b

en

eath

th

e b

rid

ge s

hall b

eco

me t

he

disturb existing utilities.

Contractor m

ust m

ake his ow

n determ

ination. E

xcept as show

n on the P

lans, w

ork around and do not

warran

t th

e lo

catio

ns an

d assu

mes n

o resp

on

sib

ility

fo

r th

e accu

racy

o

r co

mp

leten

ess. T

he

draw

ings to be approxim

ate only and for inform

ational purposes only. T

he D

epartm

ent does not

UT

IL

IT

IE

S: B

efore b

eginning w

ork, locate a

ll e

xisting u

tilities. C

onsider l

ocation o

f u

tilities s

how

n o

n t

he

be m

ade.

sh

all fu

rn

ish

all p

lan

s, eq

uip

men

t, an

d lab

or n

ecessary

to

d

o th

e w

ork

fo

r w

hich

n

o d

irect p

ay

men

t w

ill

im

prin

ted

in

th

e co

ncrete w

ith

1

" letters at a lo

catio

n d

esig

nated

b

y th

e E

ng

in

eer. T

he C

on

tracto

r

CO

NS

TR

UC

TIO

N I

DE

NT

IF

IC

AT

IO

N: T

he n

am

es o

f t

he P

rim

e C

ontractor a

nd t

he S

ub-C

ontractor s

hall b

e

bridge is prohibited.

CO

NS

TR

UC

TIO

N L

OA

D: T

he C

on

tracto

r s

hall a

bid

e b

y t

he p

osted

brid

ge l

im

its.

Sto

rag

e o

f m

aterial o

n t

he

DW

G #

9740.

guaranteed and no responsibility is assum

ed for their accuracy. P

lans of the existing structure are

av

ailab

le fro

m th

e D

iv

isio

n o

f M

ain

ten

an

ce, u

po

n req

uest. T

he co

mp

leten

ess o

f th

ese d

raw

in

gs is n

ot

PL

AN

S O

F E

XIS

TIN

G S

TR

UC

TU

RE

: A

s a

n a

id

to

th

e C

on

tracto

r,

th

e p

lan

s o

f t

he e

xistin

g s

tru

ctu

re a

re

th

at th

e req

uirem

en

t o

f A

rticle 1

04

.0

2.0

2 o

f th

e S

tan

dard

S

pecificatio

ns is satisfied

.

wo

rk

. In

ad

ditio

n, th

e o

verru

n an

d u

nd

erru

n fo

rm

ulas m

ay

b

e ap

plied

to

ap

pro

priate rep

airs p

ro

vid

ed

how

ever, the C

ontractor w

ill be paid for the quantity actually furnished at the unit price bid for the

variations shall not be cause for additional com

pensation for a change in the scope of the w

ork;

an

d m

ak

e th

e n

ecessary

ap

pro

ved

ad

ju

stm

en

ts p

rio

r to

co

nstru

ctio

n o

r o

rd

erin

g o

f m

aterials. S

uch

variatio

ns. It sh

all b

e th

e C

on

tracto

r's

resp

on

sib

ility

to

v

erify

su

ch

d

im

en

sio

ns an

d d

etails in

th

e field

dim

en

sio

ns an

d d

etails relativ

e to

th

e ex

istin

g stru

ctu

re are su

bject to

n

om

in

al co

nstru

ctio

n

VE

RIF

YIN

G F

IE

LD

CO

ND

IT

IO

NS

: D

im

ensions s

how

n o

n t

hese P

lans a

re t

aken f

rom

Existing P

lans. T

he P

lan

will not be honored by the D

epartm

ent of H

ighw

ays.

co

nsid

ered

ev

id

en

ce o

f th

is in

sp

ectio

n h

av

in

g b

een

m

ad

e. A

ll claim

s resu

ltin

g fro

m th

e site co

nd

itio

ns

so

th

at w

ork

can

ex

ped

itio

usly

p

erfo

rm

ed

after a C

on

tract is aw

ard

ed

. S

ub

missio

n o

f a b

id

w

ill b

e

th

e p

ro

ject site p

rio

r to

su

bm

ittin

g a b

id

an

d sh

all b

e th

oro

ug

hly

fam

iliarized

w

ith

ex

istin

g co

nd

itio

ns

ON

-S

IT

E I

NS

PE

CT

IO

N: E

ach C

ontractor s

ubm

itting a

bid f

or t

his w

ork s

hall m

ake a

thorough i

nspection o

f

FU

TU

RE

WE

AR

IN

G S

UR

FA

CE

: T

he d

esig

n i

nclu

des a

n a

llo

wan

ce f

or 1

5 p

sf f

or a

fu

tu

re w

earin

g s

urface.

designed b

y t

he L

RF

D m

ethod a

s s

pecified i

n t

he c

urrent A

AS

HT

O S

pecifications.

by i

ncreasing t

he s

tandard H

L93 l

oad a

s s

pecified i

n t

he A

AS

HT

O S

pecifications b

y 2

5%

. A

ll m

em

bers a

re

DE

SIG

N L

OA

D: T

his s

uperstructure i

s d

esigned f

or K

Y-H

L93 L

ive L

oad. T

he K

Y-H

L93 l

ive l

oad i

s a

rrived a

t

the A

AS

HT

O L

RF

D B

ridge C

onstruction S

pecifications, w

ith I

nterim

s.

supplem

ental S

pecifications. A

ll references to the A

AS

HT

O S

pecifications are to the current edition of

of H

ig

hw

ay

s S

tan

dard

S

pecificatio

ns fo

r R

oad

an

d B

rid

ge C

on

stru

ctio

n in

clu

din

g an

y cu

rren

t

SP

EC

IF

IC

AT

IO

NS

: R

eferen

ces t

o t

he S

pecificatio

ns a

re t

o t

he 2

01

2 E

ditio

n o

f t

he K

en

tu

ck

y D

ep

artm

en

t

GE

NE

RA

L N

OT

ES

A.

fro

m o

ut to

o

ut b

efo

re th

e co

ncrete is allo

wed

to

set.

SU

PE

RS

TR

UC

TU

RE

SL

AB

:

Th

e s

up

erstru

ctu

re s

lab

sh

all b

e p

ou

red

co

ntin

uo

usly

perm

itted provided the corrugations are filled w

ith styrofoam

.

ST

AY

-IN

-P

LA

CE

ME

TA

L F

OR

MS

: T

he u

se o

f s

tay

-in

-p

lace m

etal f

orm

wo

rk

fo

r t

he b

rid

ge d

eck

is

All paym

ent for this w

ork is incidental to the contract.

of d

eck

elev

atio

ns fo

r d

eterm

in

in

g X

-d

im

en

sio

ns. T

he p

ro

po

sed

p

ro

file g

rad

e sh

all n

early

m

atch

ex

istin

g.

Co

ntracto

r is req

uired

to

set th

e p

ro

file g

rad

e, d

eterm

in

e th

e b

rid

ge seat elev

atio

ns, an

d set to

p

ST

AK

IN

G: In

ad

ditio

n to

th

e req

uirem

en

ts sp

elled

o

ut in

S

ectio

n 2

01

o

f th

e S

tan

dard

S

pecificatio

ns, th

e

areas o

f rem

ain

in

g co

ncrete o

r rein

fo

rcin

g steel d

urin

g co

ncrete rem

ov

al o

peratio

ns.

rem

ain in place to be reused in the rehabilitated structure. C

are shall be exercised not to dam

age

partial rem

oval of the abutm

ents as show

n in the P

lans. P

ortions of the existing abutm

ents shall

su

perstru

ctu

re (rein

fo

rced

co

ncrete d

eck

, ralin

g, b

eam

s an

d rein

fo

rced

co

ncrete d

iap

hrag

ms), an

d

RE

MO

VE

ST

RU

CT

UR

E: T

his p

ay

item

fo

r "

Rem

ov

e S

tru

ctu

re" s

hall c

on

sist o

f t

he r

em

ov

al o

f t

he

th

at is in

acco

rd

an

ce w

ith

S

ectio

n 1

05

.1

2 o

f th

e S

pecificatio

ns.

th

e C

on

tract. A

fter co

mp

letio

n o

f all o

peratio

ns, th

e stru

ctu

re an

d site sh

all b

e left in

a co

nd

itio

n

un

til after th

e b

rid

ge h

as b

een

reo

pen

ed

to

n

orm

al traffic fo

llo

win

g co

mp

letio

n o

f all w

ork

req

uired

in

Co

ntracto

r is co

mp

letely

resp

on

sib

le fo

r th

e stab

ility

o

f th

e stru

ctu

re fro

m th

e tim

e o

f m

ob

ilizatio

n

and all dam

age to the structure, should such dam

age result from

the C

ontractor's

actions. T

he

DA

MA

GE

TO

TH

E S

TR

UC

TU

RE

: T

he C

on

tracto

r s

hall b

ear f

ull r

esp

on

sib

ility

an

d e

xp

en

se f

or r

ep

air o

f a

ny

sh

ou

ld

an

y d

am

ag

e resu

lt fro

m th

e C

on

tracto

r's

actio

ns.

construction during the life of the project shall be repaired by the C

ontractor at his expense,

DA

MA

GE

OU

TS

ID

E C

ON

ST

RU

CT

IO

N L

IM

IT

S: A

ny a

rea t

hat i

s d

isturbed o

utside o

f t

he l

im

its o

f t

he

shall be incidental to the unit bid price for D

ry C

yclopean S

tone R

ip R

ap.

protection in accordance w

ith the S

tandard S

pecification 214 and 843. P

aym

ent for G

eotextile F

abric T

ype 1

th

e P

lan

s an

d S

pecificatio

ns. G

eo

tex

tile F

ab

ric T

yp

e 1

sh

all b

e p

laced

b

etw

een

th

e em

ban

km

en

t an

d th

e slo

pe

SL

OP

E P

RO

TE

CT

IO

N:

Slo

pe p

ro

tectio

n s

hall b

e d

ry

cy

clo

pean

sto

ne s

lo

pe p

ro

tectio

n i

n a

cco

rd

an

ce w

ith

AA

SH

TO

M-3

1D

eform

ed a

nd P

lain B

illet-S

teel f

or C

oncrete R

einforcem

ent, G

rade 6

0

AA

SH

TO

M1

53

Prem

olded C

ork F

iller

reflecting these changes shall be subm

itted to the consultant through the contractor.

Wh

en

an

y ch

an

ges in

th

e d

esig

n p

lan

s are p

ro

po

sed

b

y th

e fab

ricato

r o

r su

pp

lier, th

e sh

op

d

raw

in

gs

by case basis.

of p

ap

er co

pies, C

on

stru

ctio

n M

an

ag

em

en

t T

eam

reserv

es th

e rig

ht to

req

uire su

ch

co

pies o

n a case

Man

ag

em

en

t T

eam

" are to

b

e u

sed

fo

r fab

ricatio

n. W

hile th

is p

ro

cess d

oes n

ot req

uire th

e su

bm

issio

n

Managem

ent T

eam

will b

e d

istributed, and o

nly p

lans e

lectronically s

tam

ped "

Distributed b

y C

onstruction

Co

nstru

ctio

n M

an

ag

em

en

t T

eam

fo

r d

istrib

utio

n. O

nly

p

lan

s su

bm

itted

d

irectly

to

th

e C

on

stru

ctio

n

desig

ner. E

ach

sh

eet w

ill b

e electro

nically

stam

ped

b

y th

e d

esig

ner an

d p

lan

s w

ill b

e fo

rw

ard

ed

to

th

e

to the fabricator. U

pon reconciliation of the designer's

com

ments, files shall be returned to the

sh

eets. D

esig

ners w

ill m

ak

e rev

iew

co

mm

en

ts o

n th

ese electro

nic su

bm

issio

ns as n

eed

ed

an

d retu

rn

th

em

rev

iew

. T

hese s

ub

missio

ns s

hall d

ep

ict t

he s

ho

p p

lan

s,

in

.p

df f

orm

at,

as e

ith

er 1

1" x

17

" o

r 2

2" x

36

"

SH

OP

DR

AW

IN

GS

: F

ab

ricato

rs s

hall s

ub

mit a

ll r

eq

uired

sh

op

plan

s,

by

e-m

ail,

to

th

e d

esig

n c

on

su

ltan

t f

or

feet for P

recast B

eam

s.

co

st o

f b

earin

g p

ad

s is to

b

e in

clu

ded

in

th

e u

nit p

rice p

er lin

ear

testin

g req

uirem

en

ts co

rresp

on

din

g to

D

esig

n M

eth

od

B

. T

he

betw

een 95 psi and 130 psi and shall be subjected to the load

Bearings s

hall b

e L

ow

Tem

perature G

rade 3

with a

shear m

odulus

Sectio

n 1

8.

th

e A

AS

HT

O S

tan

dard

Sp

ecificatio

ns f

or H

ig

hw

ay

Brid

ges,

Div

isio

n I

I,

EL

AS

TO

ME

RIC

BE

AR

IN

G P

AD

S:

Ela

sto

meric

Bearin

g P

ads s

hall

conform

to


DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

PR

EP

AR

ED

BY

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

GE

NE

RA

L N

OT

ES

S2

27

88

2

1/1

8/1

9

BR

IDG

E N

UM

BE

R

DATE PLOTTED:

USER: FILE NAME:

9:59:33 AM...\S2- General Notes.dgn

mwoosley

3/11/2019

BE

VE

LE

D E

DG

ES

: B

ev

el a

ll e

xp

osed

ed

ges ƒ

", u

nless o

th

erw

ise n

oted

.

sh

all b

e in

cid

en

tal to

th

e rep

air item

b

ein

g co

mp

leted

.

EX

IS

TIN

G S

TE

EL

RE

IN

FO

RC

EM

EN

T: T

he c

ost o

f c

uttin

g,

ben

din

g,

an

d c

lean

in

g e

xistin

g s

teel r

ein

fo

rcem

en

t

is 2

" u

nless o

th

erw

ise n

oted

. A

ll rein

fo

rcin

g b

ars are to

b

e ep

ox

y co

ated

.

RE

IN

FO

RC

EM

EN

T: S

pacing of bars is from

center to center of bars. C

lear distance to face of concrete

used on the substructure.

CO

NC

RE

TE

: C

lass "

AA

" C

oncrete i

s t

o b

e u

sed t

hroughout t

he s

uperstructure. C

lass "

A" C

oncrete i

s t

o b

e

1C

larify

Ep

ox

y C

oated

Rein

fo

rcin

g3/6/19

1

quantity is different than this estim

ate.

to

v

erify

th

is estim

ate an

d b

id

ap

pro

priately

. N

o p

ay

men

t ad

ju

stm

en

ts w

ill b

e m

ad

e if th

e actu

al

CO

NC

RE

TE

CO

AT

IN

G: C

oncrete C

oating i

s e

stim

ated a

t 7

200 S

F. It i

s t

he r

esponsibility o

f t

he c

ontractor

Co

ncrete an

d n

o sep

arate m

easu

rem

en

t o

r p

ay

men

t sh

all b

e m

ad

e.

furnishing and installing M

astic T

ape shall be considered incidental to the unit price bid for C

lass "A

A"

Th

e co

st o

f th

is w

ork

, in

clu

din

g all m

aterials, lab

or, eq

uip

men

t, to

ols an

d in

cid

en

tals n

ecessary

fo

r

with t

he o

verlap r

unning d

ow

nhill.

spliced by lapping a m

inim

um

of six inches and in accordance w

ith the m

anufacturer's

recom

mendations

Mastic T

ap

e sh

all co

ver th

e jo

in

t co

ntin

uo

usly

u

nless o

th

erw

ise sh

ow

n in

th

e P

lan

s. M

astic T

ap

e sh

all b

e

CA

DIL

LO

C b

y U

P R

UB

BE

R C

O.

IN

C.

or a

n a

pp

ro

ved

eq

uiv

ale

nt.

SE

AL

WR

AP

by

MA

R M

AC

MA

NU

FA

CT

UR

ING

CO

. IN

C.,

EZ

-WR

AP

RU

BB

ER

by P

RE

SS

-SE

AL

GA

SK

ET

CO

RP

OR

AT

ION

,

Mastic T

ap

e sh

all b

e eith

er:

ap

plied

fo

r a m

in

im

um

w

id

th

o

f n

in

e in

ch

es o

n each

sid

e o

f th

e jo

in

t.

free of dirt, debris, or deleterious m

aterial. P

rim

er, if required by the tape m

anufacturer, shall be

to

b

e co

vered

w

ith

1

2-in

ch

w

id

e m

astic tap

e. P

rio

r to

ap

plicatio

n, th

e jo

in

t su

rface sh

all b

e clean

an

d

Mastic T

ap

e u

sed

to

seal jo

in

ts sh

all m

eet th

e req

uirem

en

ts o

f A

ST

M C

-8

77

T

yp

e I, II, o

r III. T

he jo

in

t is

su

perstru

ctu

re sh

all b

e w

aterp

ro

ofed

as d

etailed

o

n th

ese P

lan

s.

The joint betw

een the abutm

ent seats and superstructure and betw

een the abutm

ent w

ings and

JO

INT

WA

TE

RP

RO

OF

ING

AT

AB

UT

ME

NT

SC

.

dee.mcelmurray

Cloud

2Š

"3ƒ"

fo

r C

on

crete Q

uan

tities)

(A

ssu

med

Hau

nch

Dim

en

sio

ns


DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

PR

EP

AR

ED

BY

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

TY

PIC

AL

SE

CT

ION

S3

27

88

2

1/1

8/1

9

BR

IDG

E N

UM

BE

R

DATE PLOTTED:

USER: FILE NAME:

10:02:38 AM...\Working\S3 Typical Section.dgn

cquinn

3/11/2019

24'-

2"

2'-

1"

10

'-0

"2'-

1"

10

'-0

"

6'-

0•"

6'-

0"

6'-

0•"

2'-

2•" 1

'-8"

2'-

2•"

1'-

8"

4'-

4•"

1'-

8"

4'-

4"

1'-

8"

4'-

4•"

4"

1'-

11•"

1•"

10

ˆ"

1'-

3"

1"

1"

1'-

5"

3'-

8"

3'-

8‘"

3'-

8"

3'-

8‘"

3'-

8"

3'-

8"

EX

. T

YP

ICA

L S

EC

TIO

N

3'-

8•"

3'-

8•"

PR

. T

YP

ICA

L S

EC

TIO

N

24

'-6

"9

"9

"

3'-

10

"6

'-0

"6'-

4"

6'-

0"

3'-

10

"

1'-

2"

8" (

Typ.)

5'-

8"

10

"

2'-

10

"

TY

PE

1 B

AR

rein

f.

Ty

pe 1

Bar

betw

een

ty

p. tran

sv

erse

#5

Bar @

8" S

pa.

#5

Bars @

8" T

&B

#5 B

ars @

12" T

&B

10

"1

0"

betw

een

#

5 B

ars o

ver P

iers

2~

#6 B

ars 1

0'-

0" L

ong

! B

ridge

! B

ridge

3'-

2"

2%

2%

Drip S

trip, (T

yp.)

Type 2

(T

yp.)

Install R

ail S

ystem

Mechanic

al

Couple

rs

1" C

LR

2•" C

LR

2Š

"3ƒ"

fo

r C

on

crete Q

uan

tities)

(A

ssu

med

Hau

nch

Dim

en

sio

ns


DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

PR

EP

AR

ED

BY

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

TY

PIC

AL

SE

CT

ION

S3

27

88

2

1/1

8/1

9

BR

IDG

E N

UM

BE

R

DATE PLOTTED:

USER: FILE NAME:

10:00:38 AM...\S3 Typical Section.dgn

mwoosley

3/11/2019

24'-

2"

2'-

1"

10

'-0

"2'-

1"

10

'-0

"

6'-

0•"

6'-

0"

6'-

0•"

2'-

2•" 1

'-8"

2'-

2•"

1'-

8"

4'-

4•"

1'-

8"

4'-

4"

1'-

8"

4'-

4•"

4"

1'-

11•"

1•"

10

ˆ"

1'-

3"

1"

1"

1'-

5"

3'-

8"

3'-

8‘"

3'-

8"

3'-

8‘"

3'-

8"

3'-

8"

EX

. T

YP

ICA

L S

EC

TIO

N

3'-

8•"

3'-

8•"

PR

. T

YP

ICA

L S

EC

TIO

N

2'-

11"

6'-

0"

6'-

4"

6'-

0"

2'-

11"

8" (

Typ.)

TY

PE

1 B

AR

! B

ridge

! B

ridge

3'-

2"

2%

2%

Type 3

(T

yp.)

Install R

ail S

ystem

1" C

LR

2•" C

LR

Revised D

etails f

or M

OT

3/6/19

24

'-2

" O

ut t

o O

ut

1'-

6"

21'-

2" R

oadw

ay W

idth

1'-

6"

1

1'-

6"

5'-

9"

1

tran

sv

erse b

ar

w/ ev

ery

o

th

er

#5 T

ype 1

Bar @

12" S

pa.

3'-

0" M

in.

#5 B

ars @

6" T

&B

betw

een

#

4 B

ars o

ver P

iers

#6

Bars 1

0'-

0" L

on

g

#4 B

ars @

12" (

Top)

#5 B

ars @

8" (

Bottom

)

dee.mcelmurray

Cloud


DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

PR

EP

AR

ED

BY

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

PL

AN

AN

D E

LE

VA

TIO

N

S5

27

88

2

1/1

8/1

9

BR

IDG

E N

UM

BE

R

DATE PLOTTED:

USER: FILE NAME:

10:06:32 AM...\S5 Plan and Elevation.dgn

cquinn

3/11/2019

PL

AN

Flow

-2

% Grade

54

1.2

07

Seat E

l.

159'-

0" O

ut t

o O

ut

53

'-0

"5

3'-

0"

53

'-0

"

21

'-0

"2

1'-

0"

29

'-0

"2

8'-

0"

13'-

6"

26

'-6

"

54

4.3

87

Seat E

l.

54

3.3

27

Seat E

l.

54

2.2

67

Seat E

l.

EL

EV

AT

ION

Pier 2

Pier 3

Ab

ut.

1

Ab

ut.

4

for L

im

its of E

xcavation (T

yp.)

Ov

erlay

Ap

pro

ach

Pav

em

en

t

See S

pecial N

ote f

or B

ridge

25

'-0

"2

5'-

0"

Pavem

ent (

Typ.)

Overlay A

pproach

Lim

its o

f B

ridge

DE

TA

IL

JOIN

T W

AT

ER

PR

OO

FIN

G

En

d o

f B

rid

ge

Mastic T

ape

Back F

ace of A

but.

of bridge to prevent dam

age to tape.

shall be looped as sh

ow

n at expansion en

ds

betw

een beam

ends and abutm

ent. T

ape

mastic tape to w

ater-proof the joint

Note: C

ontractor s

hall p

rovide 1

2" w

ide

quarter points of span

betw

een beam

s at

In

term

ed

iate D

iap

hrag

ms


DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

PR

EP

AR

ED

BY

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

PL

AN

AN

D E

LE

VA

TIO

N

S5

27

88

2

1/1

8/1

9

BR

IDG

E N

UM

BE

R

DATE PLOTTED:

USER: FILE NAME:

10:01:44 AM...\S5 Plan and Elevation.dgn

mwoosley

3/11/2019

PL

AN

Flow

-2

% Grade

54

1.2

07

Seat E

l.

159'-

0" O

ut t

o O

ut

53

'-0

"5

3'-

0"

53

'-0

"

21

'-0

"2

1'-

0"

29

'-0

"2

8'-

0"

13'-

6"

26

'-6

"

54

4.3

87

Seat E

l.

54

3.3

27

Seat E

l.

54

2.2

67

Seat E

l.

EL

EV

AT

ION

Pier 2

Pier 3

Ab

ut.

1

Ab

ut.

4

for L

im

its of E

xcavation (T

yp.)

Ov

erlay

Ap

pro

ach

Pav

em

en

t

See S

pecial N

ote f

or B

ridge

25

'-0

"2

5'-

0"

Pavem

ent (

Typ.)

Overlay A

pproach

Lim

its o

f B

ridge

DE

TA

IL

JOIN

T W

AT

ER

PR

OO

FIN

G

En

d o

f B

rid

ge

Mastic T

ape

Back F

ace of A

but.

of bridge to prevent dam

age to tape.

shall be looped as sh

ow

n at expansion en

ds

betw

een beam

ends and abutm

ent. T

ape

mastic tape to w

ater-proof the joint

Note: C

ontractor s

hall p

rovide 1

2" w

ide

quarter points of span

betw

een beam

s at

In

term

ed

iate D

iap

hrag

ms

1

24'-

2"

Revised D

etails f

or M

OT

3/6/19

1

dee.mcelmurray

Cloud

1'-

0"

1'-

0"

2'-

6"

2'-

0"

1'-

11"

11"

1'-

11"

11"

AA

BB


DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

PR

EP

AR

ED

BY

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

AB

UT

ME

NT

DE

TA

ILS

S7

27

88

2

1/1

8/1

9

BR

IDG

E N

UM

BE

R

DATE PLOTTED:

USER: FILE NAME:

10:10:33 AM...\S7 Abutment Details.dgn

cquinn

3/11/2019

Abutm

ent

1(L

oo

kin

g B

ack

)A

butm

ent

4

Pad T

ype 2

E (

typ.)

Elasto

meric B

earin

gS

tyrofoam

3‚" C

ork

o

r

•" C

ork

Lim

its of S

tructure R

em

oval

Lim

its o

f C

on

crete P

atch

in

g R

ep

air

Leg

en

d

5'-

0"

3'-

0"

5'-

6"

2'-

10•"

2'-

10

"

30

'-0

"

24'-

2•"

•"

•"

2'-

10•"

2'-

10

"

30

'-0

"

24'-

2•"

•"

•"

4'-

3•"

Ap

pro

xim

ate L

im

its o

f E

po

xy

In

jectio

n R

ep

air

4'-

0"

3'-

0"

5'-

6"

Pad T

ype 2

E (

typ.)

Elasto

meric B

earin

gS

tyrofoam

3‚" C

ork

o

r

•" C

ork

(L

ookin

g A

head)

2'-

0" 1'-

1"

11"

Styrofoam

3‚" C

ork

o

r

8"

Varies

Hau

nch

Beam

3'-

9"

Slab

Bars

#5 Bars @ 12"

Beam

s

betw

een

4~

#5 B

ars

Brg. P

ad

Ty

pe 2

E E

lasto

meric

Std

. D

wg

. B

JE

-0

01

-1

3)

Arm

ored

Ed

ge (

See

•" C

ork

T

yp

.•" C

ork

T

yp

.

4'-

3•"

Secti

on A

-A

~4'-

0"

~4'-

0"

(T

yp

e 2

Bar)

#5

Bar @

12

" m

ax

.

4'-

2"

1'-

8"

Ty

pe 2

Bar

1'-

0"

1'-

0"

2'-

6"

2'-

0"

AA

BB


DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

PR

EP

AR

ED

BY

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

AB

UT

ME

NT

DE

TA

ILS

S7

27

88

2

1/1

8/1

9

BR

IDG

E N

UM

BE

R

DATE PLOTTED:

USER: FILE NAME:

10:02:57 AM...\S7 Abutment Details.dgn

mwoosley

3/11/2019

Abutm

ent

1(L

oo

kin

g B

ack

)A

butm

ent

4

Pad T

ype 2

E (

typ.)

Elasto

meric B

earin

gS

tyrofoam

3‚" C

ork

o

r

•" C

ork

Lim

its o

f C

on

crete P

atch

in

g R

ep

air

Leg

en

d

5'-

0"

3'-

0"

5'-

6"

2'-

10•"

2'-

10

"

30

'-0

"

24'-

2•"

•"

•"

2'-

10•"

2'-

10

"

30

'-0

"

24'-

2•"

•"

•"

4'-

3•"

Ap

pro

xim

ate L

im

its o

f E

po

xy

In

jectio

n R

ep

air

4'-

0"

3'-

0"

5'-

6"

Pad T

ype 2

E (

typ.)

Elasto

meric B

earin

gS

tyrofoam

3‚" C

ork

o

r

•" C

ork

(L

ookin

g A

head)

2'-

0" 1'-

1"

11"

Styrofoam

3‚" C

ork

o

r

8"

Varies

Hau

nch

Beam

3'-

9"

Slab

Bars

#5 Bars @ 12"

Beam

s

betw

een

4~

#5 B

ars

Brg. P

ad

Ty

pe 2

E E

lasto

meric

Std

. D

wg

. B

JE

-0

01

-1

3)

Arm

ored

Ed

ge (

See

•" C

ork

T

yp

.•" C

ork

T

yp

.

4'-

3•"

Secti

on A

-A

~4'-

0"

~4'-

0"

(T

yp

e 2

Bar)

#5

Bar @

12

" m

ax

.

4'-

2"

1'-

8"

Ty

pe 2

Bar

1R

evise D

etails f

or M

OT

3/6/19

1

dee.mcelmurray

Cloud


DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

PR

EP

AR

ED

BY

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

PIE

R D

ET

AIL

S

S8

27

88

2

1/1

8/1

9

BR

IDG

E N

UM

BE

R

DATE PLOTTED:

USER: FILE NAME:

10:11:43 AM...\Working\S8 Pier Details.dgn

cquinn

3/11/2019

CO

LU

MN

SE

CT

ION

CO

LU

MN

SE

CT

ION

PIE

R C

AP

PL

AN

PIE

R C

AP

PL

AN

(L

ookin

g A

head)

(L

ookin

g A

head)

21

'-0

"

3'-

4"

19

'-0

"

1'-

0"

2'-

6"

1'-

0"

10

'-0

"1'-

0"

2'-

6"

1'-

0"

3'-

4"

21

'-0

"

19

'-0

"

1'-

0"

2'-

6"

1'-

0"

10

'-0

"1'-

0"

2'-

6"

1'-

0"

(E

po

xy

Co

ate

d) (

12

" m

in E

mb

ed

.)

Drill a

nd

Gro

ut #

8 D

ow

el B

ars

(E

poxy C

oate

d) (

12" m

in E

mbed.)

Drill a

nd G

rout #

8 D

ow

el B

ars

Ty

pe 2

E (

Ty

p.)

Elasto

meric B

rg

. P

ad

Ty

pe 2

E (

Ty

p.)

Elasto

meric B

rg

. P

ad

Styrofoam

3‚" C

ork

o

r

Styrofoam

3‚" C

ork

o

r

(N

ear F

ace)

Crack F

ull H

t.

Epoxy I

nject

and E

nd)

(B

oth F

aces

Patch

Pier C

ap

and E

nd)

(B

oth F

aces

Patch

Pier C

ap

(N

ear F

ace)

Rep

air

Co

nc.

Patch

(N

ear F

ace)

Crack F

ull H

t.

Epoxy I

nject

(B

ack F

ace)

Rep

air

Co

nc.

Patch

and E

nd)

(B

oth F

aces

Patch

Pier C

ap

3'-

0" 1'-

6"

1'-

6"

8" S

lab

Varies

Haunch

Type 2

E

Brg. P

ad

Elasto

meric

Sty

ro

fo

am

3‚" C

ork

o

r

Beam

s (

both s

ides)

4~

#5 B

ars b

etw

een

PIE

R D

IAP

HR

AG

M

Beam

3'-

9"

PIE

R 2

EL

EV

AT

ION

PIE

R 2

SE

CT

ION

PIE

R 3

EL

EV

AT

ION

PIE

R 3

SE

CT

ION

Detail

Dia

phragm

See P

ier

Detail

Dia

phragm

See P

ier

(T

yp

e 3

Bar)

#5

Bars @

12

" m

ax

.

Ty

pe 3

Bar

4'-

2"

2'-

8"


DR

AW

ING

NO

.

SH

EE

T N

O.

Com

monw

ealt

h o

f K

entu

cky

DE

PA

RT

ME

NT

OF

HIG

HW

AY

SC

OU

NT

Y

RO

UT

EC

RO

SS

ING

PR

EP

AR

ED

BY

DE

TA

IL

ED

BY

:

DE

SIG

NE

D B

Y:

DA

TE

:C

HE

CK

ED

BY

RE

VIS

IO

ND

AT

E

002B

00021N

J. M

IL

ES

S.

WE

BE

R

C.

QU

INN

J. M

IL

ES

AL

LE

N

KY

585

MID

DL

E F

OR

K D

RA

KE

S C

RE

EK

PIE

R D

ET

AIL

S

S8

27

88

2

1/1

8/1

9

BR

IDG

E N

UM

BE

R

DATE PLOTTED:

USER: FILE NAME:

10:04:06 AM...\S8 Pier Details.dgn

mwoosley

3/11/2019

CO

LU

MN

SE

CT

ION

CO

LU

MN

SE

CT

ION

PIE

R C

AP

PL

AN

PIE

R C

AP

PL

AN

(L

ookin

g A

head)

(L

ookin

g A

head)

21

'-0

"

3'-

4"

19

'-0

"

1'-

0"

2'-

6"

1'-

0"

10

'-0

"1'-

0"

2'-

6"

1'-

0"

3'-

4"

21

'-0

"

19

'-0

"

1'-

0"

2'-

6"

1'-

0"

10

'-0

"1'-

0"

2'-

6"

1'-

0"

Ty

pe 2

E (

Ty

p.)

Elasto

meric B

rg

. P

ad

Ty

pe 2

E (

Ty

p.)

Elasto

meric B

rg

. P

ad

Styrofoam

3‚" C

ork

o

r

Styrofoam

3‚" C

ork

o

r

(N

ear F

ace)

Crack F

ull H

t.

Epoxy I

nject

and E

nd)

(B

oth F

aces

Patch

Pier C

ap

and E

nd)

(B

oth F

aces

Patch

Pier C

ap

(N

ear F

ace)

Rep

air

Co

nc.

Patch

(N

ear F

ace)

Crack F

ull H

t.

Epoxy I

nject

(B

ack F

ace)

Rep

air

Co

nc.

Patch

and E

nd)

(B

oth F

aces

Patch

Pier C

ap

3'-

0" 1'-

6"

1'-

6"

8" S

lab

Varies

Haunch

Type 2

E

Brg. P

ad

Elasto

meric

Sty

ro

fo

am

3‚" C

ork

o

r

Beam

s (

both s

ides)

4~

#5 B

ars b

etw

een

PIE

R D

IAP

HR

AG

M

Beam

3'-

9"

PIE

R 2

EL

EV

AT

ION

PIE

R 2

SE

CT

ION

PIE

R 3

EL

EV

AT

ION

PIE

R 3

SE

CT

ION

Detail

Dia

phragm

See P

ier

Detail

Dia

phragm

See P

ier

(T

yp

e 3

Bar)

#5

Bars @

12

" m

ax

.

Ty

pe 3

Bar

4'-

2"

2'-

8"

(In

cid

en

tal t

o B

eam

s)

(E

po

xy

Co

ate

d) (

12

" m

in E

mb

ed

.)

Drill a

nd

Gro

ut #

8 D

ow

el B

ars

(In

cid

en

tal t

o B

eam

s)

(E

poxy C

oate

d) (

12" m

in E

mbed.)

Drill a

nd G

rout #

8 D

ow

el B

ars

1C

larify

Pay

men

t f

or D

ow

el B

ars

3/6/19

11

dee.mcelmurray

Cloud

dee.mcelmurray

Cloud

7%!,4(/&+%.45#+9 .BUUIFX( #FWJO TRANSPORTATION CAB … · 2019-03-18 · (3)Revised – Material...

Documents

Transcript of 7%!,4(/&+%.45#+9 .BUUIFX( #FWJO TRANSPORTATION CAB … · 2019-03-18 · (3)Revised – Material...