bridge design guides

1. M

ISCELLANEOUS STANDARDS

PREFACE TO MICHIGAN DEPARTMENT OF TRANSPORTATION

BRIDGE DESIGN GUIDES

These Guides have been developed to serve as an aid for designing and detailing bridges in Michigan. The intent is to provide consistency in office practice and interpretation of the current AASHTO Specifications. It is recognized that these Guides cannot always be up to date nor apply to all situations and that judgment must be used at times. The Guides contained herein are to be used for reference only. When using details on plans, designers and detailers shall confirm that dimensions and notes are appropriate for job specific situations. Every attempt will be made to keep these files current but it is the responsibility of the designer and/or detailer to insure that all details and notes are the most current and according to the appropriate specifications.

1.00.00

MICHIGAN DEPARTMENT OF TRANSPORTATION BRIDGE DESIGN GUIDES

TABLE OF CONTENTS

SECTION 1 - MISCELLANEOUS STANDARDS

1.00.01 - .05 Table of Contents

1.11.01 Decimal Parts of a Foot and Inch

1.21.01 Factors for Bridge Estimates

SECTION 3 - WATERWAY AND DRAINAGE

3.25.01 Drainage Details for Abutments in Cut

3.25.03 Drainage Details at Side Piers

SECTION 4 - APPROACHES

4.11.01 Vertical Curve Calculations

4.23.01 Median Treatment at Dual Structures with Separate Abutments

4.23.02 Median Treatment at Dual Structures with Continuous Abutments

SECTION 5 - SUBSTRUCTURE

5.16.01, .01A Cantilever Abutment Reinforcing

5.17.01 Slopewall Details

5.17.03 Retaining Wall Treatments

5.17.05 Return Wall Details - County Road over Trunklines

5.17.06 Wingwall Treatment - Trunkline over Trunkline, County Road or Railroad

5.17.07 Wingwall Treatment - Stream Crossing

5.18.01 Curtainwall Abutment

5.18.01A Curtainwall Abutment Reinforcing

5.20.01 Abutment Joints

5.20.02 Wall Expansion Joint Drain

5.21.01 Pier Nosing Detail

5.22.01 Base Wall Details for Pier Adjacent to Roadway

5.24.01 Base Wall Details for Pier Adjacent to Railroad

5.24.03 Railroad Side Clearances - Single Track Under

5.24.04 Railroad Side Clearances - Double Track Under

1.00.01

CONTENTS SECTION 5 - SUBSTRUCTURE (cont)

5.27.03 Pier Cap Details - Round Column Piers

5.27.04 Partial Metal Bulkhead for Pier Cap Construction Joint

5.27.05 Metal Bulkhead for Abutment Construction Joint

5.45.01 Compacted Mound Under Footings

5.46.01 - .05A Structure Backfill and Embankment - Abutments

5.46.06 Structure Backfill and Foundation Excavation - Abutments

SECTION 6 - SUPERSTRUCTURE

6.05.01A - .03 Bridge Deck Cross Sections

6.06.01 - .04 Substructure Clearances

6.06.05 Clear Zone Distances (Lc)

6.06.05A Curve Correction Factors (Kcz)

6.11.01 Modified Parabolic Crown Offsets

6.11.02 Straight Line Superelevation

6.20.01 Typical Section thru Dependent Backwall

6.20.01A Replacement of Existing End Header

6.20.03 Typical Section thru Independent Backwall

6.20.03A Typical Section thru Independent Backwall with Sliding Slab

6.20.04 Integral and Semi-Integral Abutment Backwall

6.20.04A Integral and Semi-Integral Abutment Partial Backwall Details

6.20.04B Integral and Semi-Integral Abutment Approach Slab Details

6.20.04C Integral and Semi-Integral Abutment Sleeper Slab Details

6.20.04D Integral Abutment - Single Row Of Piles (Section Thru Stub Abutment)

6.20.04E Integral Abutment - Single Row Of Piles (Pile Orientation)

6.20.04F Semi - Integral Abutment - Sliding Backwall (Section Thru Abutment)

6.23.01 Construction, Expansion and False Joint Details

6.28.06 Expansion Joint Cover Retrofit

6.29.05 Joint Details for Solid Parapet, Sidewalk, or Brush Block with Expansion Joint Device EJ3

6.29.06 Bridge Railing, 2 Tube

6.29.06A Bridge Railing, 2 Tube on Prestressed Box Beam Deck

1.00.02

CONTENTS SECTION 6 - SUPERSTRUCTURE (cont)

6.29.08 Bridge Barrier Railing, Type 5

6.29.08A Bridge Barrier Railing, Type 5 (Mod.) for Railing Replacement

6.29.08B Bridge Barrier Railing, Type 5 Aesthetic

6.29.09 Bridge Barrier Railing, Type 4

6.29.09A, B, C Bridge Barrier Railing, Type 4 (Mod.) for Railing Replacement

6.29.09D Bridge Barrier Railing, Type 4 (Two-stage Deck)

6.29.09E Bridge Barrier Railing, Type 4 on Prestressed Box Beam Deck

6.29.09F Bridge Barrier Railing, Type 4 Aesthetic

6.29.10, .10A-E Bridge Railing, Aesthetic Parapet Tube Sections and Details

6.29.11 Joint Detail for Bridge Barrier Railing with Expansion Joint

6.29.13, .13A Barrier Railing Details at Light Standard

6.29.15 Barrier Railing Details at Dependent Backwall

6.29.16, .16A Barrier Railing Details at Independent Backwall

6.29.17, .17A-H Bridge Railing, 4 Tube Sections and Details

6.41.01 Standard Bridge Slabs (Load Factor Design)

6.41.02 Standard Bridge Slabs (Empirical Design)

6.42.03 Slab Haunch & Reinforcement Cover

6.60.01 Prestressed Concrete I Beam Details

6.60.02 Michigan 1800 Girder

6.60.11, .11A Pier Diaphragms for Prestressed Concrete Beams Continuous for Live Load

6.60.11B Pier for Prestressed Concrete Box Beams Continuous for Live Load

6.60.12 Diaphragms for Prestressed Concrete I Beams

6.60.12A Intermediate Steel Diaphragms for 28" Through 54" Prestressed Girders

6.60.12B Intermediate Steel Diaphragms for 70" & MI 1800 Prestressed Girders

6.60.13 Details at Abutments for Prestressed Concrete I Beams

6.65.02, 02A-B Prestressed Concrete Box Beam Properties

6.65.10, .11 Prestressed Concrete Box Beam Reinforcement Details 6.65.10A-E

6.65.12, .12A Prestressed Concrete Box Beam Details

6.65.13, .13A Prestressed Concrete Box Beam and Post - Tensioning Details

6.65.14, .14A Prestressed Concrete Beam Lifting Device Details

1.00.03

CONTENTS SECTION 7 - STEEL REINFORCEMENT

7.11.01 Metric Reinforcing Bars

7.14.01, .01A Steel Reinforcement Laps and Development Lengths

7.14.02, .02A Lap and Development Lengths for Epoxy Coated Steel Reinforcement

7.14.03 Embedment for Hooked Bars, Grade 60 Steel

7.15.01, .02 Standard Reinforcing Bar Types

SECTION 8 - STRUCTURAL STEEL

8.06.02, .02A Welded Girder, Camber Diagram and Stiffener Details

8.06.03 Plate Girder Welding Details

8.07.01 Stud Shear Developer Details

8.11.03 Diaphragm and Connection Plate Details

8.11.04 End Diaphragm Connection Details 30 to 45

8.11.05, .05A Lateral Bracing Details

8.11.06 End Cross Frames

8.11.07 Intermediate and Pier Cross Frames

8.11.08 Bolted Connections for Intermediate Diaphragms and Crossframes

8.14.02 Beam or Girder Suspender Design Table

8.15.01 Suspender Details for Cantilevered Plate Girders

8.15.01A Pin Detail

8.16.02 Suspender Details for Rolled Beams

8.21.01 CIP Pile Splices

8.21.02, .02A H Pile Splice Details

8.21.03 CIP Pile Point Details

8.26.01 Fastener Detailing Minimums

8.31.01 Guide for Selection of Bearing Types for Steel Structures

8.31.02 Offset Dimensions for Rocker Tilt

8.32.01, .02 Expansion Rockers - Steel Beams

8.32.03 - .06 Fixed Bearings - Steel Beams

8.32.07 Expansion Rocker with Provision for Uplift

8.42.01 Curved Steel Plate Bearing Details

8.43.01 Bearing Details for Prestressed Concrete I Beams

8.43.01A Bearing Details for Prestressed Concrete Box Beams

1.00.04

CONTENTS

SECTION 9 - UTILITY DATA

9.12.01 Weight of Utilities

9.21.01 Dimensions for 5" Steel Electrical Conduits

9.21.02 Structural Steel Diaphragm Details for 5" Steel Electrical Conduits

9.21.03 Dimensions for Telephone Company 4" Ducts

9.21.04 Structural Steel Diaphragm Details for Telephone Company Conduits

9.21.05 Backwall Details for Electrical and Telephone Conduits

9.22.01 Dimensions for 5" P.V.C. Electrical Conduits

9.22.02 - .07 Structural Steel Diaphragm Details for 5" P.V.C. Electrical Conduits

9.31.01 Nonmetallic Conduits in Sidewalk

9.33.01 Telephone Company Ducts in Sidewalks

9.40.01 Gas Main through Backwall

9.40.02 Structural Steel Diaphragm Details for Consumers Energy Company Gas Mains

9.40.03 Structural Steel Diaphragm for DTE Energy Gas Mains

9.50.01 Utility Charges

1.00.05

3. W

ATER

WA

Y & DR

AIN

AGE

3.25.01

VZ

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SUPERSEDES:08/15/03 ABUTMENTS IN CUT

DRAINAGE DETAILS FOR

(SEE GUIDE 5.46.01).FOUNDATION UNDERDRAINS SHOULD BE PROVIDED FOR PILE SUPPORTED ABUTMENTS ON FILLS

FOOTING ELEVATION AND BACKFILLED WITH STRUCTURE BACKFILL (CIP).WHEN DRAINAGE WILL PERMIT, THE FOUNDATION UNDERDRAIN SHOULD BE PLACED AT THE BOTTOM OF

NOTES:

FOR STRUCTURES CONSTRUCTED IN IMPERVIOUS SOIL

DETAIL OF DRAINAGE AND BACKFILL AT ABUTMENTS

BID ITEMS:

DETAIL FOR DRAINAGE INTO DITCH

APPROACHING TRAFFIC.LOCATE ON OPPOSITE SIDE FROMSCREEN WITH HARDWARE CLOTH.(SEE STANDARD PLAN R-80-SERIES)CONCRETE RING

FOUNDATION UNDERDRAIN

1% SLOPE

FITTINGS

3

-

0"

M

I

N

.

STRUCTURE BACKFILL

EXCAVATEDOF SAME MATERIALCOMPACTED BACKFILL

SLOPE PROTECTION


1-6"

(TYP)

LIMITSEXCAVATIONFOUNDATION

STRUCTURE BACKFILL

DRAIN FOUNDATION UNDERDRAIN INTO A DITCH, ROADWAY UNDERDRAIN, OR A SEWER

4" FOUNDATION UNDERDRAIN

6"

4" MIN.1-0" PREFERRED

** DR MARKER POST ............................ EA * UNDERDRAIN, OUTLET ENDING, 4 INCH ......... EA UNDERDRAIN OUTLET, 4 INCH ................. FT UNDERDRAIN, FDN, 4 INCH ................... FT

** USE WHEN FOUNDATION UNDERDRAIN DOES NOT OUTLET INTO A ROADWAY UNDERDRAIN OR A SEWER. * NOT REQUIRED WHEN CONNECTING TO A SEWER.

ISSUED: 02/14/11

BUREAU OF HIGHWAY DEVELOPMENTMICHIGAN DEPARTMENT OF TRANSPORTATIONDRAWN BY:

APPROVED BY:

DESIGN DIVISIONPREPARED BY

SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

3.25.03

VZ

BLT

SUPERSEDES:08/15/03

FOOTING ELEVATION AND BACKFILLED WITH STRUCTURE BACKFILL (CIP).WHEN DRAINAGE WILL PERMIT, THE FOUNDATION UNDERDRAIN SHOULD BE PLACED AT THE BOTTOM OF

NOTES:

BID ITEMS:

STRUCTURE BACKFILL



1-6"

(TYP)


6"

UNDERDRAIN OUTLET, 4 INCH ................. FT UNDERDRAIN, FDN, 4 INCH ................... FT

DRAINAGE DETAILS SHOWN ARE NOT APPLIABLE TO PIERS IN SIDE SLOPES.

DRAIN FOUNDATION UNDERDRAIN INTO A ROADWAY UNDERDRAIN OR A SEWER.

DRAINAGE DETAILS AT SIDE PIERS

FOR STRUCTURES CONSTRUCTED IN IMPERVIOUS SOIL

DETAIL OF DRAINAGE AND BACKFILL AT SIDE PIERS

2"! WEEP HOLE

CONCRETE END HEADER

SLOPE PAVING, CONCRETE

1 ON

2

FOUNDATION EXCAVATION LIMITS

SAND SUBBASE

ISSUED: 02/14/11


APPROVED BY:


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

4. A

PPROACHES

4.23.02

VZ

BLT

SUPERSEDES:11/27/01

PLAN

LONGITUDINAL APPROACH SECTION

ELEVATION

TOP OF BERM

TOP OF BERM

1 ON

2

PLAN

ED

GE

OF

PA

VE

ME

NT

REF. LINE

SH

OU

LD

ER

HI

NG

E

LI

NE

REF. LINE

\

RO

AD

WA

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RO

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WA

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OF

PA

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1

ON

2

SH

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HI

NG

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WITH CONTINUOUS ABUTMENTSMEDIAN TREATMENT AT DUAL STRUCTURES

ISSUED: 02/14/11

5


APPROVED BY:


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

5. SUBSTRUCTURE

5.20.02

VZ

BLT

NOTES:

AS "UNDERDRAIN, FDN, 4 INCH."THE FOUNDATION UNDERDRAIN SHALL BE PAID FOR SEPARATELY

AS DETAILED.ATTACHING THE POLYMER CORE AND GEOTEXTILE LINERTHE ITEM "WALL DRAIN" INCLUDES FURNISHING AND

NOTE TO DETAILER:

SHOULD NOT BE PLACED ON STRUCTURES CROSSING WATERWAYS.RETAINING WALLS AND FULL HEIGHT ABUTMENTS BUTWALL DRAINS SHOULD BE USED AT EXPANSION JOINTS IN

WALL EXPANSION JOINT DRAIN

WALL ELEVATION WALL SECTION

SECTION A-A

BY THE MANUFACTURERSEAL AS RECOMMENDED

1-6" POLYMER CORE

BY THE MANUFACTURERSEAL AS RECOMMENDED

1-6"

WA

LL

THI

CK

NE

SS

KE

Y

AP

PR

OX.

1/

3

MA

X.

OR TOP OF FILLTOP OF PAVEMENT

AA

STANDARD SPECIFICATION 910.05.GEOCOMPOSITE DRAIN SHALL MEET THE REQUIREMENTS OF

6"

2" BOND WITH THE WALLBEYOND CORE TO CREATE AGEOTEXTILE LINER EXTENDS


3"

EXCEPT AS NOTED)FILLER (TYP. 1" JOINT

" JOINT FILLER

" MOLDING

WALL DRAIN


APPROVED BY: DAJ


SUPERSEDES:02/14/11

ISSUED: 06/25/12

CHECKED BY:

5.21.01

BLT

VZ SUPERSEDES:11/27/01

ISSUED: / /

2-

9"

MI

N

.

"R"

9""00

0035

1"

(TYP.

)SEE DETAIL A

ICE BREAKER

2-4" MIN.

\ PIER

PIER NOSING DETAIL6"

"

SP

AC

ES

@

1-

6" (

MA

X.)

4

"

VA

RI

ES

"

TOP OF PROPOSEDPIER FOOTING

1" x 9" >

" STIFFENER >(TYP.)

" THICK x 3" HIGH x 8" LONGANCHOR BAR (TYP.)

ELEVATION

2

"2

"

5"

3"

" THICK x 3" HIGH x 8" LONGANCHOR BAR (TYP.)

" STIFFENER >

GROOVE WELD

2"! HOLE INSTIFFENER >

"

TYP.

"

TYP. ATANCHOR BAR

DETAIL A

PROPOSED ICE BREAKERS SHALL BE SET IN PLACE BEFORE POURING CONCRETE. MAKE A SMOOTH TRANSITION FROM FACE OF ICE BREAKER TO FACE OF WALL. ICE BREAKER SHALL BE MADE OF ASTM APPROVED STEEL AND HOT DIP GALVANIZED ACCORDING TO AASHTO M232.

4"

"R"

0.866 "R"

PI

ER

WI

DT

H

ER BAREA BARS (TYP.)

PIER NOSING DETAIL

TGF


APPROVED BY:


SUPERSEDES: / /

ISSUED: 11/28/11

CHECKED BY:

5.22.01

BLT

VZ

(MI

N.)

(M

AX.)

5-

0" (

MI

N.)

7-

6" (

MI

N.)

PIER COLUMN

EA06 BARS

(MIN.)

4-

0" (

MI

N.)

3-

6" (

MI

N.)

GROUND OR SHOULDERELEVATION

3" x 8" KEY

AO6 BARS (MIN.) @ 1-6" MAX. SPACING

4" 2-

6"

A06 BARS (MIN.)@ 1-6" MAX. SPACING

3"

1-

6"

1" BEVEL (TYP)

SP

ACI

NG

1-

6"

MA

X.

EA

06

BA

RS

@

3"3"

3"

EA06 BARS (MIN.)@ 1-6" MAX. SPACING

ED06 BARS @ 1-6"MAX. SPACINGTOP OF BASE WALL

SUPERSEDES: / /

PIER ADJACENT TO ROADWAYBASE WALL DETAILS FOR

NOTES:

EXTEND BASE WALL TO END OF FOOTING WHEN GUARDRAIL ATTACHMENT IS ANTICIPATED.

FOR ADDITIONAL REQUIREMENTS SEE BRIDGE MANUAL CHAPTER 7.

SECTION OF BASE WALL

ISSUED: 02/14/11


APPROVED BY:


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

1 ON

2 1 ON 6

NATURAL GROUND

STRUCTURE, CIP"** LIMITS OF "BACKFILL,

(USE WITH PILE SUPPORTED FOOTING)** LIMITS OF "EMBANKMENT CIP" CIP" (USE WITH SPREAD FOOTING)** LIMITS OF "EMBANKMENT, STRUCTURE,

NORMAL SECTION

ABUTMENTS ON FILLSTRUCTURE BACKFILL AND EMBANKMENT

5.46.01

SPECIAL SECTION IF REQUESTED BY CONSTRUCTION

1 ON

2

1 ON

4

NATURAL GROUND (USE WITH PILE SUPPORTED FOOTING)** LIMITS OF "EMBANKMENT CIP" CIP" (USE WITH SPREAD FOOTING)** LIMITS OF "EMBANKMENT, STRUCTURE,

30' (TYP)

" BENT > (TYP)

2" MIN. (TYP)8" MAX. (TYP)


" > (TYP)

6"

MIN.

4"

TYP"

NOTE 2: WRAP WELD AROUND OUTSIDE EDGENOTE 1: STOP WELD " SHORT OF CORNER CLIPS

USE FULL DEPTH STIFFENERS OR " CONNECTION PLATES.NOTES:

LESS THAN 6-9"

11-6" TO 13-9"

13-9" TO 18-6"

LESS THAN 5-9"

7-9" TO 9-9"

9-9" TO 11-9"

11-9" TO 15-9"

9-3" TO 11-6"

6-9" TO 9-3"

CURVED GIRDERS

5-9" TO 7-9"

STRAIGHT GIRDERS

"L" OR "S" MIN. ANGLE SIZE

3" x 3" x "

4" x 4" x "

5" x 5" x "

6" x 6" x "

8" x 8" x "

3" x 3" x "

4" x 4" x "

5" x 5" x "

6" x 6" x "

8" x 8" x "


APPROVED BY:DAJ

CHECKED BY:


SUPERSEDES: / /

ISSUED: 06/25/12

8.11.07

VZ

BLT

SUPERSEDES:11/27/01

ISSUED: / /

INTERMEDIATE AND PIER CROSS FRAMES

TYP

(TYP)

"L"

PIER AND INTERMEDIATE CROSS FRAMES

(SEE TABLE)ANGLE VARIES

"S"

1 AND 2SEE NOTES

TYP

NOTE 1SEE

1 AND 2SEE NOTES

TYP

"L"

(SEE TABLE)ANGLE VARIES

"S"

(TYP)

TYP

PIER CROSS FRAMES

TYP(SEE TABLE)ANGLE VARIES


"

" >

"

"

" > (TYP)

HI

GH

SI

DE

10"

MA

X.

LO

WSI

DE

4"

NOTE 2: WRAP WELD AROUND OUTSIDE EDGENOTE 1: STOP WELD " SHORT OF CORNER CLIPS


" > (TYP)

6"

MIN.

" FILLER >

"

"

"

"

"

CONNECTION PLATES.USE FULL DEPTH STIFFENERS OR "

NOTES:

LESS THAN 6-9"

11-6" TO 13-9"

13-9" TO 18-6"

LESS THAN 5-9"

7-9" TO 9-9"

9-9" TO 11-9"

11-9" TO 15-9"

9-3" TO 11-6"

6-9" TO 9-3"

CURVED GIRDERS

5-9" TO 7-9"

STRAIGHT GIRDERS

"L" OR "S" MIN. ANGLE SIZE

3" x 3" x "

4" x 4" x "

5" x 5" x "

6" x 6" x "

8" x 8" x "

3" x 3" x "

4" x 4" x "

5" x 5" x "

6" x 6" x "

8" x 8" x "

BEAM SPACING 12-6"

6" MIN.

CROSSFRAMES.USE BENT GUSSET PLATES ON PIER AND BEARING STIFFENER NORMAL TO WEB. CROSSING 70, SET CONNECTION PLATETO ANGLE OF CROSSING. FOR ANGLE OF CONNECTION PLATE AND BEARING STIFFENER FOR ANGLES OF CROSSING 70, SET

CONNECTION PLATE EXTENDS BEYOND FLANGE.USE DETAIL A, GUIDE 8.06.02 IF

IN LINE.INTERMEDIATE CROSS FRAMES TO BE

ANGLES.STRESSES MAY REQUIRE USE OF LARGER ANGLE SIZE BASED ON L/R RATIO.

SEE GUIDE 8.11.03 FOR DETAILS.(30" DIAPHRAGM FOR 42" WEB DEPTH.)USE DIAPHRAGMS FOR WEB DEPTHS 48".

DETAILS IF FATIGUE LIMITATIONS CONTROL. GUIDE 8.11.08 FOR CONNECTION PLATE FOR STIFFENER WELDING DETAILS. SEE WELDING SHOWN HERE. SEE GUIDE 8.06.02 LIMITATIONS CONTROL. CONNECTION PLATE * WELD TOP AND BOTTOM UNLESS FATIGUE

HI

GH

SI

DE

10"

MA

X.

LO

WSI

DE

4"

TYP *

TYP *

TYP *


APPROVED BY: DAJ

CHECKED BY:


SUPERSEDES: / /

ISSUED: 06/25/12

8.15.01

VZ

BLT

CANTILEVERED PLATE GIRDERSSUSPENDER DETAILS FOR

ANCHORSUSPENDED

SPANSPAN

ANCHOR SUSPENDED

SPAN SPAN

A

A A

A

PIN (TYP)

(TYP)BEVEL FOR PIN PLATE

LINK PLATE

ELEVATIONELEVATIONFIXED JOINTEXPANSION JOINT

PLATESTAY

SECTION A-A

FIXED JOINT ONLYSTAY PLATE FOR

* PIN

LINK PLATE

SEE GUIDE 8.15.01A* FOR DETAIL

1" MIN. (TYP)

COTTER PIN (TYP)STAINLESS STEEL\ " !

(TYP)" RADIUS

STEEL WASHER (TYP)" STAINLESS

BUSHING (TYP)" NON-METALLIC

" NYLON WASHER

" (TYP)


APPROVED BY: DAJ


SUPERSEDES:05/04/06

ISSUED: 06/25/12

CHECKED BY:

8.21.01

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CIP PILE SPLICES

WHERE CAST-IN-PLACE PILES ARE USED. THESE DETAILS SHOULD BE SHOWN ON PLANS

NOTE:

SLEEVE* SPLICE

PILE EXTENSION

DRIVEN PILE

I.D. OF PILE O.D. TO FIT* SPLICE SLEEVE

FOR SPIRAL WELDED AND SEAMLESS PIPE SHELLS

SPLICE DETAILS

"

"

T

SLEEVE* SPLICE

PILE EXTENSION

DRIVEN PILE

"

"

T

45

OR

T " T "

SUPERSEDES:02/14/11

6"

MI

N.

MI

N.

MI

N.

3"

3"

1.

5

x D

\

ISSUED: / /

D

D

2 HOLES MAX., 180 APART** ! MAX. HANDLING HOLES

SPLICING OR CONCRETE PLACEMENT. AND REMOVE HARDENED EDGE OR CUT OFF SECTION OF PILE WITH FLAME CUT HOLES PRIOR TO** DRILL OR FLAME CUT CIRCULAR HANDLING HOLES. GRIND FLAME CUT HOLES TO MAKE CIRCULAR

SLEEVES IF APPROVED BY THE ENGINEER. * SPLIT CHILL RINGS AS RECOMMENDED BY THE MANUFACTURER MAY BE SUBSTITUTED FOR SPLICE


APPROVED BY: DAJ


SUPERSEDES: / /

ISSUED: 03/16/15

CHECKED BY:

8.21.02

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BLT

EXTENSIONPILE

PILE

DRIVEN

ALTERNATE SPLICE DETAILS

MUST BEAR.* ENDS OF PILES

{SPLICE PIN

SPLICER SLEEVE

60

SPLICER SLEEVE

EXTENSIONPILE

FIT SPLICE PINREQUIRED TO NOTCH WEB AS

OF PILE FLANGE. (TYP)CHAMFER OUTSIDE EDGES

DETAIL A

NOTCH DETAIL

ALTERNATE SPLICE DETAILSH PILE

HP 14 x 89HP 14 x 73 HP 12 x 84 HP 12 x 74 HP 12 x 53HP 10 x 57 HP 10 x 42

0" ROOT OPENING

"

(TYP)

600

(TYP)4""

DETAIL A

1.5 x

SUPERSEDES:01/23/12

ISSUED: / /

\

D

D

D

HANDLING HOLE ** ! MAX.


APPROVED BY: DAJ


SUPERSEDES: / /

ISSUED: 03/16/15

CHECKED BY:

A (A)

HP 12 x 53HP 10 x 57 HP 10 x 42

HP 12 x 84

HP 14 x 89HP 14 x 73 HP 12 x 74

ALL OTHERS

PILE WELD SIZE (A)

"""

"

"

"

"

SECTION AND THE BRIDGE FIELD SERVICES SECTION.CHECK WITH MDOT CONSTRUCTION FIELD SERVICES GEOTECHNICAL

EMBEDMENT INTO CONCRETE. PORTION OF THE PILE IS CUT OFF PRIOR TO SPLICING OR IN FLANGES ARE PERMITTED FOR HANDLING ONLY IF THAT PRIOR TO SPLICING OR CONCRETE PLACEMENT. HOLES EDGE OR CUT OFF SECTION OF PILE WITH FLAME CUT HOLE FLAME CUT HOLE TO MAKE CIRCULAR AND REMOVE HARDENED ** DRILL OR FLAME CUT CIRCULAR HANDLING HOLE. GRIND

DETAIL WITH INTEGRAL ABUTMENTS. ONLY USE FULL PENETRATION BUTT WELD SPLICE OTHER PILES THAT MUST RESIST BENDING STRESSES. WITH INTEGRAL ABUTMENTS, PILE BENTS, OR ANY DO NOT USE THE ALTERNATE SPLICE SLEEVE DETAIL

OF SLEEVES TO LOWER SECTION. IMPROVE BEARING CONTACT, THEN COMPLETE WELDING ATTACHED, TAP SEVERAL TIMES WITH THE HAMMER TO * SET PILE EXTENSION IN PLACE WITH SPLICER SLEEVE NOTES:

8.21.02A

VZ

BLT

ISSUED: / /

(FULL PENETRATION BUTT WELD)H PILE SPLICE

45

DETAIL A

EXTENSIONPILE

PILE

DRIVEN SEE NOTE 1(TYP)

{

DETAIL A

SPLICE DETAILS

FOR PILES IN PLACE (HORIZONTAL JOINT)

(SEE NOTE 1)DETAIL B

DETAIL B

60

SPLICE DETAILS

FOR PILES IN HORIZONTAL POSITION

45"

"

"

60"

"

"

HP 14 x 89 HP 14 x 73 HP 12 x 84 HP 12 x 74 HP 12 x 53 HP 10 x 57 HP 10 x 42

{HP 14 x 89 HP 14 x 73 HP 12 x 84 HP 12 x 74 HP 12 x 53 HP 10 x 57 HP 10 x 42

D

1.5 x

\

\ D

1.5 x

SUPERSEDES:01/23/12

D

D

D

D

HANDLING HOLE * !

HANDLING HOLE * ! MAX.

IF THAT PORTION OF THE PILE IS CUT OFF PRIOR TO SPLICING OR EMBEDMENT INTO CONCRETE. SPLICING OR CONCRETE PLACEMENT. HOLES IN FLANGES ARE PERMITTED FOR HANDLING ONLY AND REMOVE HARDENED EDGE OR CUT OFF SECTION OF PILE WITH FLAME CUT HOLE PRIOR TO * DRILL OR FLAME CUT CIRCULAR HANDLING HOLE. GRIND FLAME CUT HOLE TO MAKE CIRCULAR NOTE 1: BACK GOUGE AND GRIND EDGE PREPARATION SMOOTH.


APPROVED BY: DAJ


SUPERSEDES: / /

ISSUED: 03/16/15

CHECKED BY:

8.21.03

VZ

BLT

SUPERSEDES:11/27/01

ISSUED: / /

CIP PILE POINT DETAILS

THE PILE POINTS DETAILED ON THIS SHEET SHOULD NOT BE PAID FOR SEPARATELY.

NOTE TO DESIGNER:

"D"

PILE DIAMETER

"D"

PILE DIAMETER

"D"/2 "D"/2

\ PILE \ PILE

TYP.

CIP PILE POINT DETAILSALTERNATE CIP PILE POINT DETAILS

WHEN RECOMMENDED BY SOILS SECTION.FOR POINT BEARING PILES ONLY. USE

3

"

"*

1"

**

"

*

1"

**

"**

"*

"

"

"**

"*

"D" + "

"D" + "

** --- 14" PILE * --- 12" PILE

"

*

TY

P.

1"

**

TY

P.

POINTS FOR FLUTED SHELLS SHALL BE FORGINGS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.

PLAN NOTE:


APPROVED BY: DAJ

CHECKED BY:


SUPERSEDES: / /

ISSUED: 06/25/12

ISSUED: 02/14/11

SUPERSEDES:05/04/06VZ

BLT

8.31.01

CURVED GIRDERS TO HAVE ALL ELASTOMERIC BEARINGS.

IF ROCKERS ARE REQUIRED AT ANY BEARINGS, USE ROCKERS AND PEDESTALS THROUGHOUT.

BRIDGE DESIGN GUIDE 8.32.07 FOR EXPANSION ROCKER WITH PROVISION FOR UPLIFT.PROVIDE ANCHORAGE FOR UPLIFT OF ANCHOR SPANS OF CONTINUOUS BRIDGES. SEE

CONTINUOUS AND SIMPLE SPANS

THRU 120

FIXED YES

EXPANSION

FIXED

EXPANSION

OVER 120

CURVED STEEL PLATES

ELASTOMERIC BEARINGS

BUILT UP PEDESTALSNO

NO

TYPE OF BEARING

(SEE BRIDGE DESIGN GUIDE 8.42.01)

TYPES FOR STEEL STRUCTURESGUIDE FOR SELECTION OF BEARING

SOLE PLATEBEVEL

MOVEMENTTYPE OF

EXPANSIONLENGTH OF

YES( OR LRFD BRIDGE DESIGN SPECIFICATIONSAASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGESSEE SECTION 14 OF EITHER

(SEE BRIDGE DESIGN GUIDES 8.32.03 & 8.32.05)

BUILT UP ROCKERS

(SEE BRIDGE DESIGN GUIDES 8.32.01)


APPROVED BY:


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

8.31.02

VZ

BLT

SUPERSEDES:11/27/01

OFFSET DIMENSIONS FOR ROCKER TILT

PLATE TO ACHIEVE THE PROPER OFFSETS.IT MAY BE NECESSARY TO ADJUST THE MASONRYWITH THE ROCKERS TILTED AT TIME OF ERECTION.TEMPERATURE IS HIGHER, AND SHORTER IF COLDER,ERECTED. THE BEAMS WILL BE LONGER IF THEASSUME A TEMPERATURE OF 60F WHEN BEAMS ARETHE SPAN LENGTH DIMENSIONS SHOWN ON THE PLANS

OFFSETS

(TYP)

N P

100200300400

L = DISTANCE TO FIXED BEARING

55 or 65

50 or 70

45 or 75

40 or 80

35 or 85

30 or 90

25 or 95

20 or 100

TE

MP

ER

AT

UR

E (

F)

AT

TI

ME

OF

ER

EC

TI

ON

FIXED BEARING. TILTED TOWARDN = TOP OF ROCKER

FIXED BEARING. TILTED AWAYP = TOP OF ROCKER

ROCKER

OFFSET

ON BEAM\ BEARING

SUBSTRUCTURE\ BEARING ON

EXP. FIX EXP. EXP.

L

L

L

"

"

"""""1"

ISSUED: 02/14/11


APPROVED BY:


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

8.32.01

VZ

BLT

SUPERSEDES:11/27/01

NOTES:

EXPANSION ROCKER

SEE GUIDE 8.32.02 FOR TABULATION OF BEARING DIMENSIONS

(TYP)J

H

FLANGE WIDTH

KKL LL

TYP

TYP

TYP

TYP

TYP

WHERE NOTED

END STIFFENER

A1

B

R A1

TYP

L

(T

YP)

G (

MI

N.)

(TYP)

A2 SEE DETAIL A

CD

EF

(MI

N.)

PA

D

EL

AS

TO

ME

RI

C

END VIEW

SIDE VIEW

RR 21

E

1

12

DETAIL A

PINTLE DETAIL

1

"

45

OR

FLANGE WIDTH - "

"

EACH SIDE **

1" x " x 4" >

" (TYP)

" (TYP)

2"

3"

" (TYP)

WITH " x 3" x 6" > WASHERS.NOTE: ANCHOR BOLTS SHALL BE FURNISHED

1" ANCHOR BOLT *

SLOTTED HOLE FOR

\ 2" x 3"

1" ANCHOR BOLT OR

SLOTTED HOLE FOR

\ 1" x 3"

1"

PRESS FIT

PINTLE

1" !

1"

"

"

"

R = R + "

"

"

* USE 1" ANCHOR BOLT FOR SPANS OVER 100

** USE 2" x " x 5" > WHEN R = 1"

" (TYP)

"

STIFFENER)OPPOSITE

DIAGONALLY

(LOCATE IN" ! HOLE

1"

"

"

" (TYP)

R -

"

(TYP)

ISSUED: 02/14/11


APPROVED BY:


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

8.32.03

VZ

BLT

SUPERSEDES:11/27/01

NOTES:


H

FLANGE WIDTH

JJK KK

TYP

TYP

TYP

TYP

END VIEW

C

B

TYP

(T

YP)

G (

MI

N.)

(TYP)

A SEE DETAIL A

DE

F

(MI

N.)

PA

D

EL

AS

TO

ME

RI

C

SIDE VIEW

EXPANSION ROCKER ARE REQUIRED ON THE SAME PIER. USE THIS BEARING WHEN A BUILT UP PEDESTAL AND

1

FIXED BEARING

EQUIV. d FOR BEARING CHECK:

1 2

12

2R R

R - Rd =

"

45

OR"

FLANGE WIDTH - "

EACH SIDE **

1" x " x 4" >

2"

RR 21

E

1

12

DETAIL A

R = R + "

"

"

R -

"

"

" (TYP)

" x 3" x 6" > WASHERS.NOTE: ANCHOR BOLTS SHALL BE FURNISHED WITH

1" ANCHOR BOLT *

SLOTTED HOLE FOR

\ 2" x 3"

1" ANCHOR BOLT OR

SLOTTED HOLE FOR

\ 1" x 3"

"

1"

"

" (TYP)

" (TYP)


** USE 2" x " x 5" > WHEN R = 1"

(TYP)

ISSUED: 02/14/11


APPROVED BY:


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

8.32.05

VZ

BLT

NOTES:


DETAIL A

1

EQUIV. d FOR BEARING CHECK:

1 2

12

2R R

R - Rd =

C

F (

MI

N.)

A

DE

(MI

N.)

PA

D

EL

AS

TO

ME

RI

C

SIDE VIEW

B

G

FLANGE WIDTH

TYP

END VIEW

TYP

SEE DETAIL A

PIER AS A ROCKER, THEN USE GUIDE 8.32.03.

AN EXCEPTION IS WHEN A PEDESTAL IS USED ON THE SAME

USE FIXED SHOE WHEN A BUILT UP PEDESTAL IS REQUIRED.

FIXED SHOE

"

45

OR"

" (TYP)

EACH SIDE **

1" x " x 4" >

" x 3" x 6" > WASHERS.NOTE: ANCHOR BOLTS SHALL BE FURNISHED WITH

1" ANCHOR BOLT *

SLOTTED HOLE FOR

\ 2" x 3"

1" ANCHOR BOLT OR

SLOTTED HOLE FOR

\ 1" x 3"

2"

(TYP)

RR 21

E

1

12R = R + "

"

"

R -

"

FLANGE WIDTH - "

"

4"

"

" (TYP)

SUPERSEDES:02/14/11

** USE 2" x " x 5" > WHEN R = 1"


ISSUED: 03/26/12


APPROVED BY: DAJ


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

8.32.07

VZ

BLT

SUPERSEDES:11/27/01

PROVISION FOR UPLIFTEXPANSION ROCKER WITH

* SEE GUIDE 8.32.01 FOR DETAIL A.

BASED ON AMOUNT OF UPLIFT.

ARE MINIMUM. INCREASE IF NECESSARY

ANCHOR BOLTS AND KEEPER BOLTS SHOWN

(TYP)

FLANGE WIDTH

KK

TYP

TYP

TYP

TYP

PA

D

EL

AS

TO

ME

RI

C

END VIEW

SIDE VIEW

TYP

JAM NUT (TYP)HEAVY HEX NUT AND

(MI

N.)

(TYP)

(TYP)

(TYP)

* DETAIL A1

MAX. LOAD FLANGE K WEIGHT

12" 240 LBS.

270 LBS.

300 LBS.

125 K

BOLT DETAIL

NOTES:

"

45

OR"

FLANGE WIDTH + 9"

" "

FLANGE WIDTH - "

IN ROCKER PLATE.

SLOTTED HOLE (TOP)TO 1" x 2"

\ 1" ! HOLE (BOTTOM)

> EACH SIDE

3" x " x 4"

1" ! BOLT (SEE DETAIL)

1" ! ANCHOR BOLT

MASONRY PLATE FOR

SLOTTED HOLE IN

\ 1" x 2"

" (TYP)

2"

WITH 1" ! HOLES.

" x 2" x 3" > WASHERS

NOTE: ANCHOR BOLTS SHALL BE FURNISHED WITH

1""

1"

1

"

14"

16"

4"

5"

6"

7"

4"

7""

"

12" (

MI

N.)

"

"

1

"

2"

2"

R = 1"

1

" 1"

6

"

"

2"

2"

8" R

ISSUED: 02/14/11


APPROVED BY:


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

8.42.01

VZ

BLT

SUPERSEDES:11/27/01

ABUTMENT BACKWALLINTEGRAL AND SEMI-INTEGRAL

NOTES:

WIDER THAN FLANGE. ** USE FILLET WELD WHEN SOLE PLATE IS

FOR EITHER A572 OR A36 STEEL. PLATE THICKNESSES SHOWN ON THIS SHEET ARE

MAKE SOLE PLATE SAME WIDTH AS FLANGE (MIN.)

FOR PINTLE DETAILS, SEE GUIDE 8.32.01.

MIN.

1-3" REFERENCE LINE

(TYP)

(T

YP)

\ PINTLE

(T

YP)

** TYP. 36"

R

ELEVATION AT ABUTMENT

(TYP)

SECTION A-A

ELEVATION AT PIER

36"

R

\ BEARING

\ PIER AND

SOLE PLATE* CURVED STEEL

AA

\ BEAMALONG"

4"

5"5"

"

1"

(USE ANCHOR BOLTS FOR UPLIFT)(SPACE 2" EACH SIDE OF \ BEAM)DOWELS WITH 3" PROJECTION\ 2 - 1" x 1-0" POSITION

" ELASTOMERIC PAD

1" ! HOLESMASONRY PLATE WITH 2" MIN. THICK

1" ! HOLES SOLE PLATE WITH* CURVED STEEL

WHEN ANCHOR BOLTS ARE REQUIRED\ 1" ! HOLE IN BEAM FLANGE 1"

MAXIMUM THICKNESS IS 6".

* MINIMUM SOLE PLATE THICKNESS IS 1",

EXCEEDS " PER FOOT. BEVEL SOLE PLATE WHEN REQUIRED BEVEL

FIXED SHOE (SEE GUIDE 8.32.05). THE ALLOWABLE MASONRY PRESSURE, USE A*** WHEN MORE THAN 6" IS REQUIRED TO OBTAIN

WIDER THAN SOLE PLATE (MIN.). AT ABUTMENTS, USE MASONRY PLATE 1"

"

45

OR

"

8" MIN. "

*** 5"

MI

N.

2

"2

"2"

(EMBEDDED 10")ANCHOR BOLTS

\ 1" ! x 1- 3"

MASONRY PLATE

SLOTTED HOLES IN

\ 1" x 3"

MASONRY PLATE 2" MIN. THICK

PADELASTOMERIC"

6"

8" MIN.

** TYP.

** TYP."

45

OR

"

** TYP.

ISSUED: 02/14/11


APPROVED BY:


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

8.43.01

VZ

BLT

SUPERSEDES:11/27/01

NOTES:

PRESTRESSED CONCRETE I BEAMSBEARING DETAILS FOR

THIS BEARING IS TO BE USED AT PIERS AND AT ABUTMENTS WITH EITHER INDEPENDENT OR FIXED BACKWALLS.

DICTATE.* 4" MINIMUM PAD LENGTH WITH 3" SLOT MAY BE USED WHEN BEAM ROTATION AND PAD PRESSURE REQUIREMENTS

SOLE PLATES SHOULD BE TILTED TO PROVIDE REQUIRED BEVELS WHICH EXCEED "/FT.

2

"WITH 1" ! HOLES (TYP)> " x 2" x 4"

WELD TO SOLE >> " x 3" x 5"

USE FOR 70" AND MICHIGAN 1800 BEAMS

* \ 1" x 3" SLOT IN SOLE > AND ELASTOMERIC PAD \ 1" x 4" SLOT IN SOLE > AND ELASTOMERIC PAD \ 1" ! x 1-2" POSITION DOWEL \ BEARING

2

"

(MI

CHI

GA

N

1800

BE

AM)

3

EQ

UA

L

SP

AC

ES

=

2-

6

"

(70"

BE

AM)

3

EQ

UA

L

SP

AC

ES

=

1-

9"

2-

11

"

FO

R

MI

CHI

GA

N

1800

BE

AM

2-

2"

TY

PE I

V

AN

D

70" I-

BE

AM

1-

10"

TY

PE III

1-

6"

TY

PE II

1-

4"

TY

PE I

\ BEAM

TYP"

END OF BEAM

(1" MIN.)ELASTOMERIC PAD

SOLE > (")OF BEAMBOTTOM

1

"

4"

1"

6" (MIN.)1" 1"

* 4"

5"

1"

(TYP)

"

1

"

SIDES OF SOLE > (TYP)" BEVEL (OPTIONAL) ALONG

ISSUED: 02/14/11


APPROVED BY:


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

8.43.01A

VZ

BLT

SUPERSEDES:05/04/06 PRESTRESSED CONCRETE BOX BEAMS

BEARING DETAILS FOR

3-0"

4-0"

2-9" (MIN.)

3-9" (MIN.)

\ BEAM2" ! HOLE (TYP)

TYP"

WITH 6" PROJECTION\ 1" ! x 1-6" POSITION DOWELS \ BEARINGS

1

"

4"

1"

1

"

1" ! HOLES (TYP)> " x 2" x 4" WITH

1"

*

OF BEAMBOTTOM

1"1" 4" (MIN.)

" (TYP)

" (MIN.)

PLAN

C

C

D D

SECTION C-C

(TYP. ALONG SIDES OF SOLE >)" BEVEL (OPTIONAL)

SHIM (TYP)

BEARING PADELASTOMERIC BEARING PADELASTOMERIC

SECTION D-D

* DECREASE TO 0" WHEN PAD LENGTH IS LESS THAN 6"

LA

YE

R (

TY

P)

IN

TE

RI

OR

LA

YE

R (

TY

P)

EX

TE

RI

OR

" (

MI

N.)

3" 3"

"

6"

8"

6"

8"

6"6"

8"

6"

8" 10"

(SEE SECTION C-C)SOLE > ANCHOR

END OF BEAM

SOLE > (")

BEARING PADELASTOMERIC 1"1" 4" (MIN.)

END OF BEAM

SOLE > (")

1"

WITH HEAD" ! SHEAR STUD

OF BEAMBOTTOM

ALTERNATE SECTION C-C

SECTION C-C)(SEE ALTERNATESHEAR STUD ANCHOR

3"3"

TYP

*

REINFORCEMENT WITH STRANDS WITHOUT INTERFERENCE TO * EXTEND SHEAR STUDS ABOVE HIGHEST ROW

ISSUED: 02/14/11


APPROVED BY:


SUPERSEDES: / /

ISSUED: / /

CHECKED BY:

9. UTILITY D

ATA

1. Miscellaneous Standards3. Waterway & Drainage4. Approaches5. Substructure6. Superstructure7. Steel Reinforcement8. Structural Steel9. Utility Data

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