only information - mississippisp.mdot.ms.gov/contract administration/designbuild/adams... ·...

{

EQUATIONS EXCEPTIONSLENGTH DATA

LENGTH OF ROADWAY

LENGTH OF BRIDGES

LENGTH OF PROJECT (NET)

LENGTH OF PROJECT (GROSS)

LENGTH OF EXCEPTIONS

DATE

REVISIO

NS

BY

APPROVED:

APPROVED:

CHIEF ENGINEER DATE

EXECUTIVE DIRECTOR DATE

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

1

MISS. 1

PROJECT NO.STATESHEET

NO.

SCALES

PLAN

PROFILE

LAYOUT

HOR.VERT.

STATE OF MISSISSIPPI

PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY


DIVISION ADMINISTRATOR DATE

DESIGN CONTROL

ADT ( ) = : ADT ( ) =

DHV = : D = % T= %

MPH = V (SPEED DESIGN)

BRIDGE STRUCTURES REQ'D.

NOTE

INDICATES APPROXIMATE

LOCATION OF PROJECT.

PASCAGOULA

GULFPORT

LUCEDALE

HATTIESBURG

LAUREL

MC COMB

BROOKHAVEN

PORT

GIBSON

NATCHEZ

VICKSBURGFOREST

MERIDIA

N

YAZOO

CITY

KOSCIU

SKO

WEST

POINT

COLUMBUS

GREEN

WO

OD

IN

DIA

NO

LA

GREEN

VIL

LE

GRENADA

HOUSTON

OXFORD

BA

TES

VILLE

CL

AR

KD

ALE

HOLLY

SPRINGSNEW

ALBANY

TUP

EL

O

FU

LT

ON

CORINTH

ABERDEEN

JACKSON

RO

AD

WA

Y

DESIG

N

DIVISIO

N

MIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

TIT

LE

BOX BRIDGES REQ'D.

MM

DD

YY

00:00

DG

NFI

LE

NA

ME

AM

PM

PERMITS ACQUIRED BY MDOT

NATIONWIDE #14

NATIONWIDE (OTHER)*

GENERAL*

INDIVIDUAL (404)*

WETLANDS AND WATERS PERMITS

WATERS WETLANDS

* ACQUISITION OF PERMITS FOR TEMPORARY IMPACTS DURING

CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR

APPROVED BY:

STORMWATER PERMIT

NO STORMWATER PERMIT REQUIRED (<1 ACRE)

Y

S

N

REQUIRED, CNOI SUBMITTED BY MDOT

REQUIRED, SCNOI TO BE SUBMITTED BY

DATE:

(NECESSARY FOR ULTIMATE IMPROVEMENTS ONLY):

(APPROX. MIDDLE OF PROJECT)

STATE MAP

(DISTURBED AREA=5 ACRES)

CONTRACTOR (1 TO 4.99 ACRES)

GPS CONTROL NOTES

NORTH EAST

ALL AZIMUTHS AND DISTANCES ARE

CONVERSION VALUES

GRID TO GEODETIC AZIMUTH

MS ZONEHORIZONTAL DATUM:

HORIZONTAL MONUMENT

VERTICAL DATUM:

VERTICAL MONUMENT ELEVATION

GROUND TO GRID (COMBINED) FACTOR

GRID VALUES, US SURVEY FEET

(US SURVEY FEET)NAD

NAVD (US SURVEY FEET)

PROJECT AVERAGE

A

A

BR-0015-01(120)

Ft

Ft

Ft

Ft

Ft

TOTAL

NONE

NONE

N/A

MS PROJ. NO. BR-0015-01(120)

ADAMS CNTY./CONCORDIA PAR.BR-0015-01(120)

FMS-106487/30100

MIS

SIS

SIP

PI

RIV

ER

ADAMS COUNTY, MSCONCORDIA PARISH, LA

P.E.: BR-0015-01(120) FMS: 106487/101000

CONSTRUCTION

NOT FOR

PRELIMINARY

FEDERAL AID PROJECT NO. BR-0015-01(120)

BEG OF PROJ. STA. 60+16.5 END OF PROJ. STA. 23+52.5

LAT. N 31° 33' 33" LONG. W 91°25' 11"

N/A

N/AN/A

N/A

ADAMS COUNTY, MISSISSIPPI CONCORDIA PARISH, LOUISIANA

U.S. HIGHWAY 84 WESTBOUND MISSISSIPPI RIVER BRIDGE

U29 AND U49 PIN AND LINK REPLACEMENTS

REQUEST FOR QUALIFICATIONS PLAN NOTES

Contract Plans Provided To Shortlisted Responders.

Scope Of Work And Plan Details Shown In the Conceptual Plans May Change Or Be Modified For

Detailed Contract Plans Will Be Provided To Shortlisted Responders.

These Plans Are Not Intneded For Construction.

The Following Set Of Plans Are Conceptual And Are Intended For The Request For Qualifications.

FOR INFORMATIO

N ONLY

NUMBER

WORKING

NUMBER

SHEET DESCRIPTION OF SHEET

A02

2

DETAILED INDEX

J.Gregg B.Gautreau

J.Bernard J.Gregg

A18

A17

A16

A15

A14

A13

A12

A11

A10

A09

A08

A07

A06

A05

A04

A03

A02

A01

76-97

71-75

70

67-69

64-66

61-63

58-60

46-57

19-45

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

AS-BUILT PLANS - 2003 CONTRACT PLANS

AS-BUILT PLANS - 1939 SHOP DRAWING TOP LATERALS, TOP WIND LINK, AND BOTTOM WIND LINK

AS-BUILT PLANS - 1939 SHOP DRAWING PIN AND LINK

AS-BUILT PLANS - 1939 SHOP DRAWING BOTTOM CHORD JOINT L48 & L49

AS-BUILT PLANS - 1939 SHOP DRAWING BOTTOM CHORD JOINT L28 & L29

AS-BUILT PLANS - 1939 SHOP DRAWING TOP CHORD JOINT U49

AS-BUILT PLANS - 1939 SHOP DRAWING TOP CHORD JOINT U29

AS-BUILT PLANS - 1939 ERECTION DRAWINGS AND SHOP DRAWING GENERAL NOTES

AS-BUILT PLANS - 1939 SUPERSTRUCTURE CONTRACT PLANS

TRAFFIC CONTROL PLAN


TRAFFIC CONTROL NOTES

DAILY MAXIMUM SUSTAINED WIND SPEEDS

DAILY MEAN WIND SPEEDS

DAILY MAXIMUM AND MINIMUM TEMPERATURES

U29 & U49 LINK INFLUENCE LINES

U49 UPSTREAM TRUSS LINK REPLACEMENT

U49 UPSTREAM TRUSS LOWER PIN REPLACEMENT

U29 DOWNSTREAM TRUSS LOWER PIN REPLACEMENT

U49 TEMPORARY RESTRAINTS

SUGGESTED SEQUENCE OF CONSTRUCTION

U49 UPSTREAM TRUSS EXISTING CONDITION

U29 DOWNSTREAM TRUSS EXSTING CONDITION

GENERAL PLAN & ELEVATION WESTBOUND BRIDGE

GENERAL NOTES & QUANTITIES

DETAILED INDEX

TITLE SHEET

DA

TE

RE

VISIO

NS

BY

DESIGNED DETAILED TRACED

CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER

MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSEAL:

U.S. HIGHWAY 84 MISSISSIPPI RIVER BRIDGE

ADAMS COUNTY

SEAL:


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

\\

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A02.d

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jgregg

PL

OTTE

D:

BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

30-AP

R-2014 13:4

1

FOR INFORMATIO

N ONLY

STRUCTURAL STEEL:

ERECTION AND JACKING:

PAINTING NOTES:

WELDING NOTES:

3

A03

J.Gregg L.Evans

J.Bernard

DESIGN CRITERIA:

SPECIFICATIONS:

SHOP DRAWINGS:

ACCESS PLATFORMS:

NUMBER ITEM UNIT

1618-A MAINTENANCE OF TRAFFIC LUMP SUM

1620-A LUMP SUMMOBILIZATION

STRUCTURAL

907-810-A1

QUANTITY

EA

SUMMARY OF QUANTITIES

2

GENERAL NOTES & QUANTITIES

PAYMENT OF WORK:

PLAN CHANGES BY CONTRACTOR:

TEMPERATURE:

Included In The Price And Payment Of Other Bid Items.

This Item Will Not Be Paid For Directly, And Compensation Therefore Will Be Considered

To Be Connected.

Shall Be Size And Type Compatible With Existing Electrical Conduit And The Components

Conduit Shall Be Rigid Aluminum With Stainless Steel Hardware, Conduit And Wiring

Accordance With The Standard Specifications And National Electrical Code.

Electrical Conduit Systems Damaged Or Requiring Modification Shall Be Replaced In

And Wiring As Required To Make Bridge Repairs.

Contractor Shall Remove, Maintain And Replace Existing Bridge Electrical Conduits, Hardware

GENERAL NOTES

SCOPE OF WORK

The Director Of Structures, State Bridge Engineer.

Steel Shop Drawings And Matching Weld Metal Shall Be Used. All Welds Are Subject To Approval Of

All Welds That Are To Be Made On Any Structural Steel Shall Be Shown In The Structural

And By Certified Welders.

All Welding Shall Be Done By The Electric Arc Process. Welding Shall Be Done With Approved Electrodes

All Welds Shall Conform To ANSI/AASHTO/AWS D1.5 Bridge Welding Code.

Of Structures, State Bridge Engineer For Approval Prior To Fabrication.

Contractor Shall Submit Shop Drawings For All Structural Steel And Temporary Structures To The Director

EA 4

All Temporary Restraints Have Been Designed By The Service Load Method.

PIN AND LINK REMOVAL PLAN:

For The Last Three (3) Year Maximum And Minimum Temperatures, See Sheet 13.

Contractor Shall Engage Longitudinal Restraints At Daily Low Temperature.

10 Day Daily Forcasted Low Temperature Is Expected To Be Lower Than 40 Degrees Fahrenheit.

Contractor Shall Not Be Permitted To Engage Any Restraints Nor Remove The Pins And Link When The

Contractor Shall Be Responsible For Monitoring And Recording The Fluctuations In Daily Temperatures.

REQUEST FOR QUALIFICATIONS PLAN NOTES

Contractor Shall Be Permitted To Use Destructive Measures On The Existing Pins And Links To Be Removed.

Temporary Restraints, Equipment, Schedule, Sequence Of Construction, Etc.

U49 To The Director Of Structure, State Bridge Engineer For Approval. Submittal Shall Include Use Of

Contractor Shall Submit Detailed Procedures Outlining Means And Methods For Removing Lower Pins At U29 And

Plans And Calculations For Review And Approval By The Director Of Structures, State Bridge Engineer.

Modified. If Removed, Contractor Shall Reinstall Platforms In-Kind. If Modified, Contractor Shall Submit

U29 Downstream Truss And U49 Upstream Truss Access Platforms Shall Be Temporarily Removed Or

For Three (3) Year Daily Maximum And Average Wind Speeds, See Sheet 14 And 15.

In The Gulf Of Mexico And Expected To Make Landfall Near Louisiana, Mississippi, Or Alabama.

Contractor Shall Not Proceed With Pin Removal When A Tropical Storm Or Hurricane Is

Contractor Shall Not Remove Pins And Link When The Average Wind Speed Exceeds 30 Miles Per Hour.

The Natchez-Adams County Airport.

Contractor Shall Be Responsible For Monitoring The Wind Speeds As Reported From

Construction Or Fabrication Of Temporary Assemblies.

It Is The Contractors Responsibility To Field Verify All Dimensions Before Beginning

The Dimensions Shown Are Based On The Existing Bridge Plans And Shop Drawings.

Of 80 Fahrenheit.

All Dimensions Are Horizontal Unless Noted Otherwise On The Plans At A Normal Temperature

AISC Manual Of Steel Construction, 9th Ed, 1989 (Temporary Structures)

Design Specifications: AASHTO Standard Specifications For Highway Bridges, 17th Ed, 2002.

AASHTO LRFD Bridge Construction Specifications, 3rd Ed. With Interim Revisions.

Construction Specifications: Mississippi Standard Specifications For Road and Bridge Construction, 2004.

LIGHTING:

Contract Plans Provided To Shortlisted Responders.

Scope Of Work And Plan Details Shown In the Conceptual Plans May Change Or Be Modified For

Detailed Contract Plans Will Be Provided To Shortlisted Responders.

These Plans Are Not Intneded For Construction.

The Following Set Of Plans Are Conceptual And Are Intended For The Request For Qualifications.

STRUCTURAL STEEL (PIN AND LINK REMOVAL AND REPLACEMENT)

907-810-A2

WIND SPEED:

ELECTRICAL CONDUITS:

TOP LATERAL AND COVER PLATES:

DIMENSIONS:

Approval From The Director Of Structures, State Bridge Engineer.

Any Variation To The Suggested Sequence Of Construction Shown On These Plans Is Not Allowed Without

Contractor Shall Only Be Permitted To Install Temporary Restraints For One Joint Location At A Time.

The Opposite Location Pins And Links.

Contractor Shall Remove And Replace Only One Location (U29 Or U49) Pins And Link Prior To Replacing

See Sheet 7.

For Suggested Sequence Of Construction For Removing U29 Downstream And U49 Upstream Trus Pins And Link,

All Steel To Remain Shall Be Painted In Accordance With The Mississippi Standard Specifications.

All Temporary Steel Shall Be Shop Painted.

Mississippi Standard Specifications.

Any Existing Paint Removed Or Damaged During Construction Shall Be Re-Painted In Accordance With

U29 And U49 Existing Pins And Links Shall Become Property Of MDOT After Removal.

All Open Holes Shall Be Filled With A490 Bolts.

In The Bid Prices.

Shall Become The Property Of The Contractor And Its Removal From The Job Site Shall Be Included

Unless Noted Otherwise, Structural Steel Removed From The Bridge And All Temporary Structural Steel

All Temporary And Replacement Bolts Shall Be ASTM A490.

U29 And U49 New Pins And Links Are Designated Fracture Critical Members (FCM).

All New Link Steel Shall Be ASTM A709 (Grade 50W) F3.

0.35 Max %.

All New Pin Steel Shall Conform To ASTM A668, Class G. Max Carbon Content Shall Be Limited To

All Temporary Post-Tensioning Bars Shall Not Be Reused.

Otherwise Noted On The Plans.

All Temporary Thread Post-Tensioning Bars Shall Conform To ASTM A722, Type II (Grade 150) Unless

Otherwise Noted On The Plans.

All New And Temporary Structural Steel Shall Conform To A709 (Grade 50) Unless

Contractor May Disconnect Aesthetic Lighting With Approval From The Project Engineer.

Contractor Shall Be Responsible For Maintaining All Navigational And Aerial Lighting.

MAINTEANCE OF TRAFFIC:

Fields Measurements.

Saturday And Sunday, Except For Days Which Include Events, In Orders To Take

From 7:00 Am To 4:00 Pm Monday Thru Friday And From 7:00 Am To 6:00 Pm

Conctractor Shall Be Permitted To Close One Lane Of Traffic On The Westbound Bridge

Contractor Shall Maintain And Not Interfere With Marine Traffic.

Influence Lines.

The Load On The Pins And Link Being Replaced. See Sheet 12 For U29 And U49 Link

And Link And Shall Not Be Permitted To Place Any Equipment On Areas That Influence

Contractor Shall Limit Equipment On The Westbound Bridge When Replacing U29 And U49 Pins

Westbound Bridge Closure Date And Time Shall Be Approved By MDOT.

Links Not Installed.

Emergency Except For When The Existing Pins Have Been Removed And New Pins And

The Contractor May Be Required To Re-Open The Westbound Bridge In The Event Of An

Weeks Without Written Permission From The Project Engineer.

Contractor Shall Not Be Permitted To Close The Westbound Bridge To Traffic More Than 7

16 Thru 18.

Contractor Shall Redirect Westbound Traffic To The Eastbound Bridge As Outlined On Sheets

Of Temporary Restraints And Removal And Replacement Of Pins And Link.

Contractor Shall Be Permitted To Close The Westbound Bridge To Traffic During Installation

Will Only Review The Contractors Re-Design For General Conformance With The Plans.

Registered In The State Of Mississippi With Experience In Rehabilitating Truss Bridges. MDOT

Qualifications (RFQ). The Contractor's Construction Engineer Shall Be A Professional Engineer

Construction Engineer. Contractor's Construction Engineer Is As Defined In The Request For

Allowed, But Will Be Considered A Re-Design And Must Be Signed And Sealed By The Contractor's

Alternative Temporary Jack Assembly And Procedures For Removing The U29 And U49 Pins And Links Are

Contract Price Adjustments.

Of Structures State Bridge Engineer, Provided Such Changes Are Not Justifiable Reasons For

Minor Changes In Details Of Design Or Construction May Be Authorized In Writing By The Director

State Bridge Engineer.

No Changes Of The Plans Will Be Permitted Except By Written Authority Of The Director Of Structures,

For Location Of Top Lateral And Cover Plates, See Sheets 5 And 6.

Contractor Shall Reuse Existing Top Lateral And Cover Plate.

Contractor Shall Replace Rivets With Bolts.

Inspect The Remaining Links.

Contractor Shall Temporarily Remove Top Lateral And Cover Plates And Allow MDOT To

Provide And Maintain Traffic Control In Accordance With These Plans And Mississippi Standard Specifications.

Install New Gusset Plate At U49 Lower Pin As Directed By MDOT.

Fabricate And Replace U49 Upstream Truss Lower And Upper Pins With New 10‚" Diameter Pins.

Fabricate And Replace U49 Upstream Truss Links.

" Diameter Holes Through Existing Gussets At Upper And Lower Pin Locations.329

Bore New 10

Remove Existing 10"x16"x 7'-6" Link At U49 Upstream Truss.

Remove The Existing 10ˆ" Diameter Lower And Upper Pins At U49 Upstream Truss.

Install New Splice Plate Over Existing U49 Gusset.

Install Temporary Bypass On U49 Upstream Truss.

Install Temporary Longitudinal Restraint On U49 And L49 Upstream And Downstream Trusses.

U49 Upstream Truss

Provide And Maintain Traffic Control In Accordance With These Plans And Mississippi Standard Specifications.

Install New Gusset Plate At U29 Lower Pin As Directed By MDOT.

Fabricate And Replace U29 Downstream Truss Lower And Upper Pin With New 10‚" Diameter Pins.

Fabricate And Replace U29 Downstream Truss Links.

" Diameter Holes Through Existing Gussets At Upper And Lower Pin Locations.329 Bore New 10

Remove Existing 10"x16"x 7'-6" Link At U29 Downstream Truss.

Remove Existing 10ˆ" Diameter Lower And Upper Pins At U29 Downstream Truss.

Install New Splice Over Existing U29 Gusset.

Install Temporary Bypass On U29 Downstream Truss.

Install Temporary Longitudinal Restraint On U29 And L29 Upstream And Downstream Trusses.

U29 Downstream Truss

The Lower Pins And Links:

Upper Pins And Links. The Following Is An Overview Of The Scope Of Work Required To Replace

In General, The Scope Of Work Shall Consist Of Replacing U29 Downstream And U49 Upstream Lower And

907-810-A3 EA 12STRUCTURAL STEEL (TEMPORARILY REMOVE EXISTING PLATES)

STRUCTURAL STEEL (INSTALL NEW GUSSET PLATE)

Payment For Other Items.

Directly And Compensations Therefore Will Be Considered Included In The Prices And

All Work For Which No Pay Items Are Required In The Proposal Will Not Be Paid For

Plates)".

Cover Plates Shall Be Paid For Under 907-810-A3 "Structural Steel (Temporarily Remove

All Labor And Materials Associated With Temporarily Removing The Top Lateral And

907-810-A2 "Structural Steel (Install New Gusset Plate)".

All Labor And Materials Associated With Installing New Gusset Plates Shall Be Paid For Under

(Pin And Link Removal And Replacement)".

Upper And Lower Pins And Link Shall Be Paid For Under 907-810-A1 "Structural Steel

All Labor And Materials (Including Temporary Restraints) Required To Remove And Replace The

NEW GUSSET PLATES:

If A New Gusset Is Required, Both Faces Shall Recieve New Gusset Plates.

Gusset Plate In The Event Excessive Pack Rust Is Found In The Existing Gussets During Pin Removal.

Contractor Shall Be Responible For Either Re-Using The Temporary Splice Plate Or Providing A New

DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

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BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

05-

MA

Y-2014 18:0

2

FOR INFORMATIO

N ONLY

ELEVATION

558'-3"

(Span 5)

797'-6"

(Span 4)

875'-0"

(Span 3)

875'-0"

(Span 2)

558'-3"

(Span 1)

3664'-0" Total Main River Structure

14 Panels @ 39.875' 20 Panels @ 39.875' 20 Panels @ 43.75' 14 Panels @ 39.875'

Unit 1Unit 2Unit 3Unit 4

43.75' 437'-0" Suspended Span 43.75'

5 Panels @ 10 Panels @ 43.75' 5 Panels @

East

Abut

ment

VIDALIA, LA.

NATCHEZ, MISS.

PLAN

33'-0"

30'-5" Horizontal Clearance

12'-0" Lane

Typ.Typ.

1'-6"

15'-

11"

Vertic

al

Cle

arance

TYPICAL ROADWAY SECTION

F EF E F

EF E

E

Varies (5

9'-

6"

At

Panel

Point

U29

&

U49)

Mississippi River

F

Sta.

60

+16.5

Sta.

23

+52.5

Sta.

54

+58.2

5

Sta.

46

+60.7

5

Sta.

37

+85.7

5

Sta.

29

+10.7

5

?

Pier

5

?

Pier

4

?

Pier

3

?

Pier

2

?

Pier

1

(Eastbound Bridge Not Shown For Clarity)

(Westbound Bridge)

U69 Pins And Link U49 Pins And LinkU29 Pins And Link

U19 Pins And Link

? Bearing

? Upper Chord

? Roadway

4'-2•"

? Lower Chord

? Truss

? Truss

? Bearing

NOTES

WESTBOUND BRIDGE

GENERAL PLAN & ELEVATION

U29 Temporary Upper and Lower Longitudinal Restraint

Location Of U29 Pins and Link Replacement

Lower Longitudinal Restraint

U49 Temporary Upper and

Location Of U49 Lower Pins and Link Repacement

L48-U49 Temporary Bypass L28-U29 Temporary Bypass

L.Kalita

A04

4J.Gregg

M.Xin


U29 Temporary Strenghten Plates And


U49 Temporary Strenghten Plates And

For General Notes, See Sheet 3.

For Suggested Sequence of Construction, See Sheet 7.

Elev. 142.75'

Low Chord

H.W. El. 77.09'

Clearance

55' Min Vertical

Clearance

55' Min Vertical

Temporary Splice Plateand L48-U49 Temporary Bypass

U49 ByPass Jack Beam Assembly, Anchor Assembly,

And L28-U29 Temporary Bypass

Anchor Assembly, Temporary Splice Plate,

U29 ByPass Jack Beam Assembly,

DA

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VISIO

NS

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CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

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VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

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BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

05-

MA

Y-2014 18:11

U74

L88

U86 U84 U82 U80U78

U76 U72U70 U68 U66 U64 U62 U60

U58U56

U54

U48U52

U50U46 U44 U42 U40

U38U36

U34

U32U30

U28 U26 U24 U22 U20U18

U16

U14

U12U10

U8 U6 U4 U2

L0

L36L38L40L42L46L48L50L52L56L58L60 L32 L30 L28 L26 L22 L20 L18 L16 L12L24 L10 L8 L6 L4 L2L62L64L66L68L70L72L44

L76L78L80L82L84L86

FOR INFORMATIO

N ONLY

A

A

SECTION A-A

B

B

10ˆ" $ Upper Pin

Not Shown For Clarity)

(Top Lateral And Portal

U28-U29

L28-U29

U29-L30

U29-U3

0

Lower Pin

10ˆ" $

(C) Carbon Steel

(S) Silicon Steel

* 2010 Ultrasonic Test Of Pin

1'-9‡"

•" Gusset ` (S)

1'-6„"

1'-4„" In To In

Washers

ƒ" Gusset ` (S)

†" Gusset ` (S)

(10„" I.D.)

Washer(C) 14" $ x 1" Thick

Heavy Hex Nut(C)

1'-

5‹"

1•"

Fill PL „x4(C)MC 18x42.7(C)

1'-

0"

UpstreamDownstream2•" Depth)

(3‚" $ Counterbore

(2" $ Bored Hole)

10ˆ" $ x 1'-11„"

Forged Pin

(1Ž" $ Hole)

11" (I.D.) x ƒ" Thick

Existing Pin Cap(C) 12•" (O.D)

Forged Link

1" 0"

(Sept. 2012)

UpstreamDownstream

1'-4"

Link

(Existing)

Direction Pin Was Originally Driven

A05

5

Forged Link 1'-4"x10"x9'-6ˆ"

10ˆ" $ Upper Pin

Rod(C) 1ƒ" $

Gusset `

3ƒ" 3ƒ"

Gusset `

Bottom of Existing For Clarity)

(Access Platform Not Shown

(Looking Downstream)

†" Gusset `

(Each Side)

ƒ" Gusset `

(Each Side)

†" Gusset `

(Each Side)

•" Gusset `

(Each Side)

•" Gusset `

(Each Side)

ƒ" Gusset `

(Each Side)

Œ" Gusset `

12"

Œ"

About 4" To 5" (Measured At 80 Degrees)

Hanger

NOTES

` •x29‡x3'-1•"

10ˆ" $ Lower Pin

10ˆ" $ Erection Pin

(Upstream & Downstream Ends)

Various Areas Full Circumference

*Signs Of Barrel Surface Pitting

In Pin

Counterbore

(11:00-1:00)

Outward Bulge In Gussets

J.Gregg L.Evans

J.Bernard

10" x 1'-4" x 7'-6ˆ" (Center-To-Center) Link

Between Pin-Link And Pin-Gusset

Signs Of Acoustic Coupling

For Additional Details Refer To Construction Shop Drawings.

Acoustic Coupling Indicates Contact Area With High Contact Pressure.

As Part Of The 2012 And 2013 Inspection.

Ultrasonic Testing Was Performed On The Lower Pins

Inspection And The 2012 Routine Inspection Of The Bridge.

U29 Downstream Truss Existing Condition Is Based On The 2010 In-Depth

EXISTING CONDITION(U29 LOWER PIN DETAILS)

SECTION B-B

" $ Hole (Link), (Typ.)323

Bored 10

TRUSS ELEVATION

U29 DOWNSTREAM

U29 LOWER PIN MEASUREMENT

Top Lateral Plate

Cover Plate

U29 DOWNSTREAM TRUSS

DA

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CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

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CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

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BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

30-AP

R-2014 17:0

2

FOR INFORMATIO

N ONLY

A

A

SECTION A-A

B

B

10ˆ" $ Upper Pin

Not Shown For Clarity)

(Top Lateral And Portal

1'-5‚"

1'-9…"

1'-4„" In To In

Washers

•" Gusset ` (S)

•" Gusset ` (S)

†" Gusset ` (S)

(10„" I.D.)

Washer(C) 14" $ x Ž" Thick

(1Ž" $ Hole)

11" (I.D.) x ƒ" Thick

Pin Cap(C) 12•" (O.D)

Heavy Hex Nut(C)

1'-

7Š"

1•"

Fill PL „x4(C)

3.94"

(U49 LOWER PIN DETAILS)

SECTION B-B

1'-

0"

UpstreamDownstream

Full Circumference

Corrosion Groove

*Signs Of Wear Or

2•" Depth)

(3‚" $ Counterbore

(2" $ Bored Hole)

10ˆ" $ x 1'-10†"

Forged Pin

U49-U50

U49-L50

L48-U49

U48-U49

Lower Pin

10ˆ" $

(C) Carbon Steel

(S) Silicon Steel

* 2010 Ultrasonic Test Of Pin

Forged Link

‡" ˆ"

(Sept. 2012)

UpstreamDownstream

1'-4"

Link

(Existing)

Direction Pin Was Originally Driven

U06

6

Forged Link 1'-4"x10"x9'-6ˆ"

Rod(C) 1ƒ" $

` • x17(C)

L4x3•(C)

Counterbore In Pin

12"

Œ"

Gusset `

Gusset `

Bottom of Existing

5‰" 5‰"

(Each Side)

1" Gusset `

(Each Side)

•" Gusset `

(Each Side)

…" Gusset `

(Each Side)

†" Gusset `

(Each Side)

•" Gusset `

(Each Side)

•" Gusset `

Hanger

About 4" To 5" (Measured At 80 Degrees)

NOTES

Upstream and Downstream Ends

Between 12:00 And 6:00 At

Signs Of Acoustic Coupling

` •x29…x3'-4‰"

(12:00-12:30)

Upstream Gusset `

Outward Bulge in

10ˆ" $ Lower Pin

Downstream Ends)

(Upstream &

Full Circumference

Pitting Various Areas

*Signs Of Barrel Surface

10" x 1'-2" x 7'-6ˆ" (Center-To-Center) Link

J.Gregg L.Evans

J.Bernard

For Clarity)

(Inspection Platform Not Shown

(Looking Upstream)

TRUSS ELEVATION

U49 UPSTREAM

U49 UPSTREAM TRUSS

EXISTING CONDITION

For Additional Details Refer To Construction Shop Drawings

Acoustic Coupling Indicates Contact Area With High Contact Pressure.

The 2012 And 2013 Inspection.

Ultrasonic Testing Was Performed On The Lower Pins As Part Of

Inspection And The 2012 Routine Inspection Of The Bridge.

U49 Upstream Truss Existing Condition Is Based On The 2010 In-Depth

10ˆ" $ Upper Pin

U49 LOWER PIN MEASUREMENT

Cover Plate

Top Lateral Plate

DA

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CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

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VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

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OTTE

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BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

30-AP

R-2014 17:0

1

FOR INFORMATIO

N ONLY

(PT Bars)

L48-U49 Temporary Bypass

PT Bars

Temporary

Proposed

SUGGESTED SEQUENCE OF CONSTRUCTION

L50 L48L49L49a

Existing Hanger

U50

U48

U49 Upper Longitudinal Restraint

Bypass Jack Beam Assemblyand Pins

Flared Out To Allow Installation Of New Link

Temporary Bypass PT Shall Be

Upper Restraining Blocks

Lower Restraining Blocks

Lower Strengthening Plate


(Each Face To Remain)

Anchor Assembly

U49 UPSTREAM TRUSS TEMPORARY RESTRAINTS

U29 Downstream Truss Similar

M.Xin

J.Gregg

L.Kalita

7

A07

•

•

OF CONSTRUCTION

SUGGESTED SEQUENCE

16. Remove Temporary Restraints In Reverse Order

15. Install Angles On All Plate Free Edges Similar To Previous Angles Removed

U49 Splice Plate *14. Remove

13. Install New Pin And Link

Diameter hole Through Existing Gusset At Upper And Lower Pin Locations32912. Bore New 10

11. Remove Link And Pins From Top

10. Cut Upper And Lower Pins Past Gusset

9. Cut Link From Top to Remove And Transfer Any Remaining Load In Link To Temporary Restraints

8. Remove Top Plate Above Link On Member U49-U50

f. Repeat The Same Step On Opposite Face.

To Drill The Holes For The Newly Placed Bolt On Installed Splice Plate, Instead Of Pre-Drilling)

e. Install ‡" Diameter Bolts In The New Splice Plate. (Optional: Templates Can Be Used

d. Place Filler Plates And New Splice Plates

Replacing Removed Rivets and Newly installed Bolts.

c. Make New Splice Plates With "Diameter Holes For The ‡" Diameter Bolts

b. Repeat Step a) For All Existing Rivets Be Replaced As Shown In The Plan.

On Both Sides.

a. Remove Existing One Rivet At A Time Immediate Replace With A New ‡" Diameter Bolt Thread

Clean U49 Outside Gusset Contact Surface And Install New Splice Plates

Option B:

f. Repeat The Same Step On Opposite Face.

To Drill The Holes For The Newly Placed Bolt On Installed Splice Plate, Instead Of Pre-Drilling)

e. Install ‡" Diameter Bolts In The New Splice Plate. (Optional: Templates Can Be Used

d. Place Filler Plates And New Splice

Replacing Removed Rivets And Newly Installed Bolts.

c. Make New Splice Plates With "Diameter Holes For The ‡" Diameter Bolts

To Avoid Remaining Rivet Heads.

Step a), New ‡" Diameter Bolt Pattern shown In The Plans, And Oversized Holes

b. Make Templates And Filler Plates Which Include Holes Matching With Removed Rivet Holes In

a. Remove Existing Rivets As Shown In The Plan.

Clean U49 Outside Gusset Contact Surface And Install New Gusset Plates

7. Option A:

6. Remove U49 Existing L4x4 Angles On Free Edge Of Gusset Near Link

Member L48-U49 (761 Kips +/-). Contractor Shall Post-Tension Bars Simultaneously.

5. Post-Tension L48-U49 Temporary Bypass. Tension To Dead Load Force In Existing Truss

Upper And Lower Longitudinal Restraints. (Upstream And Downstream Trusses)

4. Install Upper And Lower Restraining Blocks, Lower Strengthening Plate, Post-Tension

3. Remove Traffic From Bridge And Redirect To Eastbound Bridge

Frame And Panels Curb Supports & Handrail Post Near L48.

Assembly (Do Not Tension). May Require Temporarily Removing Existing Sway

2. Install L48-U49 Temporary Bypass, Jack Beam Assembly, And Anchor Bypass

(Install On Upstream And Downstream Trusses).

1. Install Upper And Lower Longitudinal Restraints (Do Not Tension Or Install Blocks)

Removing Temporary Splice Plate.

* At MDOT's Direction, Contractor May Be Required To Install A New Gusset Plate At Lower Pin After

Temporary Splice Plate (Each Face)

DA

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CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

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OTTE

D:

BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

05-

MA

Y-2014 16:4

3

FOR INFORMATIO

N ONLY

Provide Longitudinal Restraint At Each Truss

(Looking Upstream)

Shim Pack

Temporary Lower Blocking

(Each Side)

Existing Lower Pin Gusset ` •"

Existing Lower Pin Gusset ` †" (Each Side)

Existing Hanger

Support Bracket

Temporary Lower Blocking

Existing L3•x3•x…

(Each Side)

Pin Gusset ` •"

Existing Lower

U48-U49

12

2ˆ

Existing L3•x3•x…

LEGEND

(Each side)

Temporary Bypass (PT Bars)

U49 - U50Temporary Post-Tension Bar (Each Side of Truss)

Post-Tensioning Assembly

Temporary Longitudinal

Temporary Upper Blocking Support Bracket

Temporary Upper Blocking Shim Pack

ByPass Jack AssemblyTop Plate to be Removed For Access to Link

A08

8

L.KalitaM.Xin

J.Gregg

RESTRAINTS

U49 TEMPORARY

Splice Plate

1'-1" Dia Hole In

U49 SPLICE PLATE, TEMPORARY LONGITUDINAL RESTRAINT AND TEMPORARY BY-PASS

SECTION A-A

(To Remain)

Splice Plate (To Remain)

Splice Plate

Gusset Plate

•" Existing

Gusset Plate

†" Existing

A

A

NEW SPLICE PLATE CONNECTION DETAILS

Existing Gusset Plate

Nuts To Fill The Gap

Temporarily Removed

Existing Stay Plate

•"(Each Side)

Existing Upper Pin Gusset Plate

Temporarily Removed

Existing Stay Plate

L4xL4 Angles

Temporary Remove Existing

Temporary Gusset DiaphragmTemporary Gusset Diaphragm

Gusset Plate

•" Existing

New Splice Plate

H.S. Bolts, (Typ.)

Repalce With ‡" Dia.

Remove Exist. Rivet And

Existing Link

Existing Pin

Existing L4x3 •

Existing Plate 2x17

Bolt

Proposed ‡" Dia.

New ‡"$ Bolt In •"$ Hole To Be Field Drilled.

Remove Existing Rivet For New ‡"$ High Strength Bolt.

Existing Rivet To Remain

(Each Side)

Temporary Splice Plate

DA

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CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

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BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

06-

MA

Y-2014 16:0

5

FOR INFORMATIO

N ONLY

1'-9‡"

1'-6„"

SECTION A-A

A09

9

U28-U29

U29-L30

U29-U30

1'-4"2•" 2•"

Existing Gusset ` •"

Existing Gusset ` ƒ"

Existing Gusset ` †"

L28-U29Existing Gusset ` •"

Existing Gusset ` ƒ"


New Lower Pin

Pin Nut (Typ.)

New Recessed

Existing Hangers

1'-4„"

Existing Washers

Inside To Inside

NOTES:

NEW LOWER PIN

NEW RECESSED PIN NUT

ANSI 125 Or Better

…"…"

6"

1'-

0‚"

1'-2„"

11†"

2…"

ƒ"

Existing Link

New Lower Pin

And Gusset Plates For

Existing Link, Washers

Straight Line Bore In

"$329

And ? New 10

? Existing Hole In Link

New Lower Pin

(Each Side)

Existing Lower Pin Gusset ` †"

(Each Side)

Existing Lower Pin Gusset ` ƒ"

LOWER PIN REPLACEMENT


(Each Side)


(Each Side)

Pin Gusset Plates

Existing Upper

(Each Side)

New Washer ` †"

(Each Side)

New Recessed Pin Nut

ASTM A668 Class G Pin

10‚"

Dia

meter

2„"

2„"

With 11"$ Hole, (Typ.)

New Washer ` †"x14•"$

SECTION B-B

J.Bernard

J.Gregg

S.Hebert

B B

A

A

New Upper Pin

New Link

New Link

Shall Then Be Coated Per MDOT Standard Specifications.

Adherence Of Paint Shall Be Completely Removed. The Exposed Surfaces Of The Pin

Any Corrosion, Excess Grease, And Any Other Contaminants That Would Prevent

Grade Lubricant Grease Having Non-Corrosive Properties. Immediately After Erection,

From The Entire Pin, And Only The Bearing Surfaces Shall Then Be Coated With High

Immediately Prior To Erection, The Protective Coating Shall Be Thoroughly Removed

Entire Pin Surface Shall Then Be Given A Coat Of An Approved Protective Coating.

White Blast Cleaning To Achieve A Surface Profile Depth Of 1.5 To 2.5 Mils.

Areas, Shall Be Abrasive Blast Cleaned In Accordance With SSPC-10 Near

After Fabrication, Finished Surfaces Of Pins With The Exception Of The Bearing

Pin Nuts Shall Be Secured By A Set Screw With A Cotter Pin Backup.

Provide Driving Nut And Pilot Nut To Protect The Pin Threads During Installation.

Shall Be Limited To 0.35 Max %.

Pin Steel Shall Conform To ASTM A668, Class G Max Carbon Content

For Suggested Sequence Of Construction, See Sheet 7.




Cotter Pin (Typ.) (Bend Top In Field)

4"4"

COTTER PIN

12"

Min

` ‚"x‚"

3" Min.

2‚"

(Temporary Restraints Not Shown For Clarity)

(Looking Downstream)

ƒ" $ Hole For Cotter Pin (Typ.)

…" $ Set Screw

2'-2…"

New Gusset (Each Side)

New Washer ` 16"$ With 11"$ Hole, (Typ.)

DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

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PL

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BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

06-

MA

Y-2014 16:0

8

FOR INFORMATIO

N ONLY

1'-9…"

1'-5ƒ"

SECTION A-A

A10

1'-4"2•" 2•"







Pin Nut (Typ.)

New Recessed

1'-4„"

Existing Washers

Inside To Inside

NOTES:


U49 UPSTREAM

U48-U49

U49-U50

U49-L50

(Each Side)

Pin Gusset Plates

Existing Upper

(Each Side)

Pin Gusset ` •"

Existing Lower

(Each Side)

Pin Gusset ` †"

Existing Lower

L48-U49


U49 UPSTREAM TRUSS

Existing Hangers

Existing Link

6"

…" …"

ANSI 125 Or Better

NEW LOWER PIN

11†"

1'-

0‚"

1'-2„"

NEW RECESSED PIN NUT

2…"

ƒ"

(Each Side)

New Washer ` †"(Each Side)


New Lower Pin

(Each Side)


New Lower Pin

And Gusset Plates For

Existing Link, Washers

Straight Line Bore In

"$329

And ? New 10

? Existing Hole In Link

10‚"

Dia

meter

2„"

2„"

With 11"$ Hole, (Typ.)

New Washer ` †"x14•"$

SECTION B-B

10

J.Bernard

J.Gregg

S.Hebert

A

A

B B

(FCM)

ASTM A668 Class G Pin

New Link

New Link

New Upper Pin

New Lower Pin (FCM)

4"4"

2‚"


(Looking Upstream)

Cotter Pin (Typ.) (Bend Top In Feild)

ƒ" $ Hole For Cotter Pin (Typ.)

For Cotter Pin Detail, See Sheet 9

Shall Then Be Coated Per MDOT Standard Specifications.

Adherence Of Paint Shall Be Completely Removed. The Exposed Surfaces Of The Pin

Any Corrosion, Excess Grease, And Any Other Contaminants That Would Prevent

Grade Lubricant Grease Having Non-Corrosive Properties. Immediately After Erection,

From The Entire Pin, And Only The Bearing Surfaces Shall Then Be Coated With High

Immediately Prior To Erection, The Protective Coating Shall Be Thoroughly Removed

Entire Pin Surface Shall Then Be Given A Coat Of An Approved Protective Coating.

White Blast Cleaning To Achieve A Surface Profile Depth Of 1.5 To 2.5 Mils.

Areas, Shall Be Abrasive Blast Cleaned In Accordance With SSPC-10 Near

After Fabrication, Finished Surfaces Of Pins With The Exception Of The Bearing

Pin Nuts Shall Be Secured By A Set Screw With A Cotter Pin Backup.

Provide Driving Nut And Pilot Nut To Protect The Pin Threads During Installation.

Be Limited To 0.35 Max %.

Pin Steel Shall Conform To ASTM A668, Class G. Max Carbon Content Shall

For Suggested Sequence Of Construction, See Sheet 7.


…" $ Set Screw

2'-1‡"

New Washer ` 16"$ With 11"$ Hole, (Typ.)

DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

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BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

05-

MA

Y-2014 17:5

2

FOR INFORMATIO

N ONLY

A11

NOTES:

U48-U49

U49-U50

U49-L50

(Each Side)

Pin Gusset Plates

Existing Upper

(Each Side)

Pin Gusset ` •"

Existing Lower

(Each Side)

Pin Gusset ` †"

Existing Lower

L48-U49

Existing Hangers

(Each Side)

New Washer ` †"(Each Side)


New Lower Pin

(Each Side)


11

J.Bernard

J.Gregg

S.Hebert

A

A

New Link

New Upper Pin

2'-0"

7'-

6"

Edges Smooth (ANSI 250)

Grind All Flane Cut

"32910

1-1•"

SECTION A-A

NEW VERTICAL LINK

2" (6 Total)

? Link

? Pin And Hole

? Pin And Hole

? New Pin

Links And Spacers Shall Be ASTM A709 (Grade 50W) F3

Links Are Designated As Fracture Critical Members (FCM)

New Link (FCM)

New Link (FCM)

LINK REPLACEMENT

U49 UPSTREAM TRUSS

LINK REPLACEMENT

U49 UPSTREAM TRUSS


(Looking Upstream)

(5 Bottom, 10 Total)

Spacer •"x16" O.D. 10Š" I.D. (Typ.)

Ž"x14" O.D. 10Š" I.D. Washer (Typ.)

In Place With Existing Weld To Gusset

Existing Ž" x 14" Washer Held

DA

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NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

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D:

BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

05-

MA

Y-2014 18:0

0

FOR INFORMATIO

N ONLY

LinkLinkLinkLink

East

Abut

ment

VIDALIA, LA.

NATCHEZ, MISS.

Location Of U29 Repairs

Location Of U49 Repairs

F EF E F

EF E

E

(Eastbound Bridge Not Shown For Clarity)

(Westbound Bridge)

F

INFLUENCE LINES

U29 AND U49 LINK

1.0

-1.0

L74 L54 L49 L34 L14

L0

-1.0

1.0

1.0

-1.0

L74 L54 L34 L14

1.0

L0

-1.0

L29

L29

L19

L19

1.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1 0.0

-0.3

33

-0.3

00

-0.2

67

-0.2

33

-0.2

00

-0.1

67

-0.1

33

-0.1

00

-0.0

67

-0.0

33

-0.2

67

-0.2

00

-0.1

33

-0.0

67

1.0

0.9

33

0.8

67

0.8

00

0.7

33

0.6

67

0.6

00

0.5

33

0.4

67

0.4

00

0.3

33

0.2

67

.020

0

0.1

33

0.0

67

0.0

0.0

(Axial)

(Axial)

A12

12

ELEVATION

U49 LINK INFLUENCE LINE

U29 LINK INFLUENCE LINE

NOTES

J.Gregg B.Gautreau

J.Bernard

Sta.

60

+16.5

Sta.

54

+58.2

5

Sta.

46

+60.7

5

Sta.

37

+85.7

5

Sta.

29

+10.7

5

Sta.

23

+52.5

?

Pier

5

?

Pier

4

?

Pier

3

?

Pier

2

?

Pier

1

Directed By MDOT.

The Load On The Pin Being Removed When Vertical Restraints Are Engaged Unless Otherwise

Contractor Will Not Be Allowed To Place Any Equipment On Areas That Will Influence

DA

TE

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VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

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NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

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D:

BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

29-AP

R-2014 21:48

U74

L88

U86 U84 U82 U80U78

U76 U72U70 U68 U66 U64 U62 U60

U58U56

U54

U48U52

U50U46 U44 U42 U40

U38U36

U34

U32U30

U28 U26 U24 U22 U20U18

U16

U14

U12U10

U8 U6 U4 U2

L0

L36L38L40L42L46L48L50L52L56L58L60 L32 L30 L28 L26 L22 L20 L18 L16 L12L24 L10 L8 L6 L4 L2L62L64L66L68L70L72L44

L76L78L80L82L84L86

FOR INFORMATIO

N ONLY

A13

J.Gregg

100

80

60

90

70

50

40

20

10

Natchez, MS

DAILY MAXIMUM AND MINIMUM TEMPERATURES

Janurary

20

11

Daily Minimum Tempature

Daily Maximum Tempature

NOTES:

J.Gregg

J.Bernard

TEMPATURES

DAILY MAXIMUM AND MINIMUM

Te

mperature (D

egrees

Fahrenheit)

30

February

20

11

Septe

mber

20

11

Nove

mber

20

11

Dece

mber

20

11

Janurary

20

12

February

20

13

Septe

mber

20

12

Nove

mber

20

12

Dece

mber

20

12

Janurary

20

13

February

20

13

Septe

mber

20

13

Nove

mber

20

13

March

20

11

April

20

11

May

20

11

June

20

11

July

20

11

August

20

11

October

20

11

March

20

12

April

20

12

May

20

12

June

20

12

July

20

12

August

20

12

October

20

12

March

20

13

April

20

13

May

20

13

June

20

13

July

20

13

August

20

13

October

20

13

13

Weather Data.

Daily Maximum And Minimum Temperatures Were Obtained From WeatherUnderground Historical

The Daily Maximum And Minimum Temperatures Are For Informational Purposes Only.


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

\\

BA


ge

Desig

nServic

es

Master\

CA

DD\brid

ge\

Task

Order_15\Fin

al\

A13.d

gn

jgregg

PL

OTTE

D:

BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

29-AP

R-2014 22:3

6

FOR INFORMATIO

N ONLY

A14

J.Gregg

Natchez, MS

Janurary

20

11

February

20

11

March

20

11

April

20

11

May

20

11

June

20

11

July

20

11

August

20

11

October

20

11

August

20

12

August

20

13

October

20

13

Septe

mber

20

11

Nove

mber

20

11

Dece

mber

20

11

Janurary

20

12

February

20

12

March

20

12

April

20

12

May

20

12

June

20

12

July

20

12

Septe

mber

20

12

Nove

mber

20

12

Dece

mber

20

12

Janruary

20

13

Feburary

20

13

March

20

13

April

20

13

May

20

13

June

20

13

July

20

13

Septe

mber

20

13

Nove

mber

20

13

October

20

12

NOTES:

J.Gregg

J.Bernard

18

16

14

12

10

8

6

4

2

0

DAILY MEAN WIND SPEEDSDAILY MEAN WIND SPEEDS

Mean

Win

d

Speed (M

PH)

(Hourly

Mean)

3s 3600s

14

Daily Mean Wind Speeds Were Obtained From WeatherUnderground Historical Data.

3 Second To One Hour Conversion = (V /V = 1.53)

Mean Wind Speeds Shown Are The Average Wind Speed Over A One Hour Duration.

The Daily Mean Wind Speeds Are For Informational Purposes Only.


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

\\

BA


ge

Desig

nServic

es

Master\

CA

DD\brid

ge\

Task

Order_15\Fin

al\

A14.d

gn

jgregg

PL

OTTE

D:

BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

29-AP

R-2014 22:3

7

FOR INFORMATIO

N ONLY

A15

J.Gregg

Natchez, MS

Janurary

20

11

February

20

11

March

20

11

April

20

11

May

20

11

June

20

11

July

20

11

August

20

11

October

20

11

August

20

12

August

20

13

October

20

13

Septe

mber

20

11

Nove

mber

20

11

Dece

mber

20

11

Janurary

20

12

February

20

12

March

20

12

April

20

12

May

20

12

June

20

12

July

20

12

Septe

mber

20

12

Nove

mber

20

12

Dece

mber

20

12

Janruary

20

13

Feburary

20

13

March

20

13

April

20

13

May

20

13

June

20

13

July

20

13

Septe

mber

20

13

Nove

mber

20

13

October

20

12

NOTES:

J.Gregg

J.Bernard

35

0

DAILY MAXIMUM WIND SPEEDS

30

25

20

15

10

5

3s 120s

WIND SPEEDS

DAILY MAXIMUM SUSTAINED

Maxim

um

Sustained

Win

d

Speed (M

PH)

(2-

Miniute

Mean)

15

Daily Maximum Wind Speeds Were Obtained From WeatherUnderground Historical Data.

3 Second To 2 Minuite Conversion = (V /V = 1.29)

Maximum Sustained Wind Speeds Shown Are Based On A 2 Minute Mean

The Daily Maximum Wind Speeds Are For Informational Purposes Only.


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER



ADAMS COUNTY

SEAL:


DA

TE

RE

VISIO

NS

BY


CHECKED ISSUED DATE

STATE

MISS.

PROJECT NO.

WORKING NUMBER

SHEET NUMBER


PROJECT

\\

BA


ge

Desig

nServic

es

Master\

CA

DD\brid

ge\

Task

Order_15\Fin

al\

A15.d

gn

jgregg

PL

OTTE

D:

BR-0015-01(120)

106487/301000

BR-0015-01(120)

CONSTRUCTION

NOT FOR

PRELIMINARY

29-AP

R-2014 22:3

8

FOR INFORMATIO

N ONLY

TEMPORARY TRAFFIC CONTROL NOTES

CLOSURE.

CONTACTOR SHALL NOTIFY THE PROJECT ENGINEER 14 DAYS PRIOR TO ANY SCHEDULED

OTHER STATE, MUNICIPAL OR FEDERAL ENTITY AFFECTED BY LANE CLOSURES. THE

ENFORCEMENT AGENCIES, MISSISSIPPI DOT AND LOUISIANA DOTD OFFICIALS, AND /OR ANY

THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH LOCAL AND STATE LAW

CIRCUMSTANCES WARRANT OTHERWISE.

BELOW THE POSTED SPEED LIMIT. CONTRACTOR MUST CONSULT WITH PROJECT ENGINEER IF

THE SPEED LIMIT IN CONSTRUCTION ZONES SHOULD NOT BE REDUCED MORE THAN 10 M.P.H.

ADDITIONAL COST.

INSTALLED AND PAID FOR UNDER ITEM 618-A001 MAINTENANCE OF TRAFFIC AT NO

DEVICES REQUIRED BY THE MUTCD, TCP SHEETS OR THE PROJECT ENGINEER WILL BE

MINIMUM CONSTRUCTION SIGNING IS SHOWN IN THESE PLANS. ANY ADDITIONAL SIGNS OR

EXPENSE.

WHICH ARE DAMAGED DUE TO CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S

DISCONNECTED AND/OR COVERED WHEN NOT IN USE UNLESS OTHERWISE NOTED. ANY DEVICES

TRAFFIC CONTROL DEVICES (MUTCD). MISLEADING DEVICES SHALL BE REMOVED,

TRAFFIC CONTROL SPECIAL DETAIL SHEETS (TCP SHEETS) AND THE MANUAL OF UNIFORM

ALL TEMPORARY TRAFFIC CONTROL DEVICES TO BE IN ACCORDANCE WITH MDOT TEMPORARY

CHANGE IN TRAFFIC PATTERNS. LIST TO BE PROVIDED BY THE PROJECT ENGINEER.

CONTRACTOR SHALL NOTIFY EMERGENCY SERVICES AND MEDIA WITHIN 72 HOURS OF A

LA DOTD PUBLIC INFORMATION SECTIONS.

ALL LANE CLOSURES SHALL BE COORDINATED WITH THE PROJECT ENGINEER, THE MDOT AND

MESSAGE SIGN".

ENGINEER. CHANGEABLE MESSAGE SIGNS PAID FOR UNDER ITEM 907-619-E3 "CHANGEABLE

ADVANCE OF THE LANE CLOSURE. LOCATIONS TO BE DETERMINED BY THE PROJECT

A MINIMUM OF TWO CHANGEABLE MESSAGE SIGNS PER DIRECTION SHALL BE PLACED IN

TIMES OF EMERGENCY EVACUATION, AS DETERMINED BY THE PROJECT ENGINEER.

INCLUDING THE FRIDAY BEFORE A HOLIDAY OR THE MONDAY AFTER A HOLIDAY, OR DURING

REFER TO SPECIAL PROVISIONS REGARDING LANE CLOSURES ALLOWED DURING HOLIDAYS,

ADHERE TO THE PUBLICIZED DATES/HOURS OF CLOSURE.

VARIOUS MEDIA OUTLETS AND DYNAMIC MESSAGE SIGNS. CONTRACTOR SHALL STRICTLY

CONTRACTOR SHALL PROVIDE ONE WEEK ADVANCE NOTICE TO THE PUBLIC THROUGH THE

NOT IN PROGRESS.

ALL LANES SHALL BE MAINTAINED CONTINUOUSLY AT THOSE TIMES THAT CONSTRUCTION IS

SECTION 619 AND 615 OF THE STANDARD SPECIFICATIONS AND THESE PLANS.

TEMPORARY PRECAST CONCRETE MEDIAN BARRIERS SHALL BE IN ACCORDINACE WITH SUB

OF FIRST AND SECOND PIN.

REMOVE AND REPLACE TEMPORARY PRECAST CONCRETE MEDIAN BARRIERS BETWEEN REMOVAL

INCLUDED IN ITEM 618-A "MAINTEANCE OF TRAFFIC". CONTRACTOR WILL BE REQUIRED TO

PLACEMENT AND REMOVAL OF TEMPORARY PRECAST CONCRETE MEDIAN BARRIERS SHALL BE

ATTENUATORS SHALL BE PAID FOR UNDER 618-A "MAINTEANCE OF TRAFFIC".

TEMPORARY PRECAST CONCRETE MEDIAN BARRIER, CHANEABLE MESSAGE SIGNS, IMPACT

ALL TEMPORARY TRAFFIC STRIPE, REFLECTIVE RAISED PAVEMENT MARKES, SIGNAGE,

CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL WITH OTHER AFFECTED CONTRACTS.

PROPER PLACEMENT AT ALL TIMES DURING LANE CLOSURE.

CONTRACTOR MUST MAINTAIN REFLECTIVE DEVICES AND STEADY BURN LIGHTS AND INSURE

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM CHECKED DATE 04/16/13

TC-01


RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

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AN

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OR

TA

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PL

AN

COUNTY: ADAMS

PROJ. NO. BR-0015-01(120)

MM

DD

YY

00:00

DG

NFI

LE

NA

ME

AM

PM

BR-0015-01(120)

TRAFFIC CONTROL NOTES

CONSTRUCTION

NOT FOR

PRELIMINARY

TC001_SH.DGN

A16

MISSISSIPPI RIVER BRIDGE

WESTBOUND

REPLACEMENT US HIGHWAY 84

U29 AND U49 PIN AND LINK

FOR INFORMATIO

N ONLY

OA

K S

T.

SP

RU

CE S

T.

PIN

E S

T

CE

DA

R

ST.

Mc

CO

Y

LN.

CR

OSS S

T.

JOHN DALE DR.

MURRAY DR.

MA

GN

OLIA

ST.

LO

UISIA

NA

AV

E.

GREGORY ST.

CARTER ST.

CONCORDIA AVE.

TEXAS ST.

LA 131/

ML

K

AV

E.

HIC

KO

RY

ST.

S. C

AN

AL ST.

GO

VERN

MENT FLEET RD.

TO

LL

HO

US

E

RD.

RA

MA

DA IN

N

MO

TEL

DR.

MO.

PA

C.

RAIL

RO

AD

MA

RIN

AV

E.

W4-2L

48x48

MILE

12

W20-5L

48x48

LEFT LANECLOSED

G20-2a

48x24

ROAD

WORK

END

500' 600' 500' 1000'

100' 300'

BE

GIN

BRID

GE (W

B)

BE

GIN

BRID

GE (E

B)

2600'

US 84/US 425

R2-124x30

SP

EE

D

LIM

IT

XX

B

B

C

C C

C

C

C

B

ST

RIPIN

GB

EGIN

TE

MP.

ON LOUISIANA SIDE OF BRIDGE.SEE SHEET A20 FOR DETOUR SIGNING AT CROSS STREETSNOTE:

1"=200'

48x48

W20-5L

LEFT LANECLOSEDAHEAD

TAPER

540'

45' C.C. 90' C.C.

B

25' C.C.

25' C.C.

(EB

BRID

GE

ONL

Y)

ME

DIA

N

BA

RRIE

R

BE

GIN T

EM

PO

RA

RY

W20-5

R48x48

RIGHT LA

NECL

OSED

1500 F

T

EN

D

BRID

GE (W

B)

EN

D

BRID

GE (E

B)

1000' 500' 600'

W4-2R

48x48

500'

2600'

G20-2a48x24

ROAD

WORK

END

100'

US 84/US 425

A

C

C

C

C

M3-424x12

M6-1R 21x15

A

M3-424x12

M5-1R

21x15

AM3-4

24x12

M5-1R

21x15

M6-1R

21x15

W20-248x48 AHEAD

DETOUR

AM3-4

24x12

R2-1

24x30

SP

EE

DLIM

IT

XX

C

ST

RIPIN

GE

ND

TE

MP.

1"=200'

48x48

W20-5

RRIG

HT LA

NECL

OSED

AHEAD

TAPER

540'

45' C.C.

90' C.C.

45' C.C.

(EB

BRID

GE

ON

LY)

ME

DIA

N

BA

RRIE

R

EN

D

TE

MP

OR

AR

Y

(TY

P.)

IM

PA

CT

AT

TE

NU

AT

OR

500'500'

2600' 2600'2600'

1 2

36x48

R16-3W

HE

N

WO

RK

ERS

AR

E P

RESE

NT

SPEEDIN

GFIN

ES

DO

UBLED

W3-5

48x48S

PE

ED

LIM

IT

XX

US 84/US 425

W20-1

48x481 MILE

WORK

ROAD 500' 500'

2600'2600' 2600'

3 1

W3-5

48x48

SP

EE

DLIM

IT

XX

36x48

R16-3

WH

EN

WO

RK

ERS

AR

E P

RESE

NT

SPEEDIN

GFIN

ES

DO

UBLED

US 84/US 425

W20-1

48x48

1 MILE

WOR

KRO

AD

PORTABLE MESSAGE SIGN

TYPE III BARRICADE WITH HIGH INTENSITY FLASHER, TYP.

TRAFFIC SIGN

TYPE "B" WARNING LIGHTS

REFLECTORIZED FREE STANDING PLASTIC DRUMS

FLASHING ARROW PANEL (TYPE "C")

TEMPORARY TRAFFIC CONTROL LEGEND

1.5 MILESCLOSEDRT. LANE

1.5 MILESCLOSEDLT. LANE

AHEAD2 MILESROAD WORK

3.

2.

1.

MESSAGE:

DETOUR M4-824x12

A

ROAD CLOSEDTO

THRU TRAFFIC

R11-4

60x30

DETOURM4-10R48x18

B

R11-248x30

ROAD

CLOSED

C

84M1-4

24x24

425M1-430x24

RIV

ER

MIS

SIS

SIP

PI

RIVER

MISSISSIPPI

MA

TC

HLIN

E

A

MA

TC

HLIN

E

B

MA

TC

HLIN

E

B

MA

TC

HLIN

E

A

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



TC-02


RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

COUNTY: ADAMS

PROJ. NO. BR-0015-01(120)

MM

DD

YY

00:00

DG

NFI

LE

NA

ME

AM

PM

BR-0015-01(120)


CONSTRUCTION

NOT FOR

PRELIMINARY

TC002_SH.DGN

A17


WESTBOUND



FOR INFORMATIO

N ONLY

BE

GIN

BRID

GE (W

B)

BE

GIN

BRID

GE (E

B)

M3-424x12

24x12M3-2

M5-1L21x15

M6-1R21x15

M6-1L

21x15

M6-1R21x15

21x15

M6-3

21x15

M6-3

21x15M6-3

M5-2L

21x15

M6-1L21x15

M6-1R

21x15

W20-248x48AHEAD

DETOUR

AA

C

A

B

C

A

A

A

A

B

A

B

A

A

C

C

C

CONCORDIA AVE.

MA

GN

OLIA

ST.

CARTER ST.

SP

RU

CE S

T.

OA

K S

T.

HIC

KO

RY

ST.

PIN

E S

T

GREGORY ST.

LO

UISIA

NA

AV

E.

W20-248x48AHEAD

DETOUR

W20-248x48AHEAD

DETOUR

G

DETOURM4-10L48x18

F

DETOURM4-10L48x18

21x15

M6-3

21x15

M6-3

G

F G

D

D

D

21x15

M6-3

F GE

E

DETOURM4-10L48x18

F GE

M6-1R

21x15

F

G

E

21x15M6-3

LA 131/

ML

K

AV

E.

M6-1R

21x15

A

B

C

TEXAS ST.

F

G

E

ONLY30x36R3-5R

M6-1R21x15

1"=100'

25' C.C

90' C.C.

25' C.C.

F GE

M6-1R

21x15

21x15M6-3

FG

21x15M6-3

G

M6-1R21x15

A

M6-1R21x15

A

M6-1L21x15

AM6-1L21x15

A

TYPE III BARRICADE WITH HIGH INTENSITY FLASHER, TYP.

TRAFFIC SIGN

REFLECTORIZED FREE STANDING PLASTIC DRUMS

TEMPORARY TRAFFIC CONTROL LEGEND

DETOUR M4-824x12

A

ROAD CLOSEDTO

THRU TRAFFIC

R11-4

60x30

DETOURM4-10R48x18

B

R11-248x30

ROAD

CLOSED

C

DETOUR M4-824x12

DETOUR M4-824x12

Spruce St.

DETOUR M4-824x12

Magnolia St.

ROAD CLOSEDTO

THRU TRAFFIC

R11-4

60x30

D

DETOURM4-10L48x18

D3-1 D3-1 D3-1Oak St.

Variesx12 Variesx12 Variesx12

E F G

84M1-4

24x24

425M1-430x24

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



TC-03


RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

COUNTY: ADAMS

PROJ. NO. BR-0015-01(120)

MM

DD

YY

00:00

DG

NFI

LE

NA

ME

AM

PM

BR-0015-01(120)


CONSTRUCTION

NOT FOR

PRELIMINARY

TC003_SH.DGN

A18


WESTBOUND



FOR INFORMATIO

N ONLY

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