INDEX OF BEAM STANDARDS INDEX OF BEAM STANDARDS … · index of beam standards index of beam...

5/28/2014 12:31:44 PM tsorens W:\Highway\Bridge\Standards\Bridges\EnglishBeams.dgn 100-B 11x17_pdf.pltcfg

INDEX OF BEAM STANDARDS INDEX OF BEAM STANDARDS

1010 LOW PROFILE BEARING STANDARD

1021 WELDING DETAILS FOR WELDED GIRDER BRIDGES

1036 STEEL INTERMEDIATE DIAPHRAGMS FOR PCBM BRIDGES

1036A CONCRETE INTERMEDIATE DIAPHRAGMS FOR PCBM BRIDGES

4600 A BEAM 30'-0 - 55'-0 SPANS DATA DETAILS

4601 A30 - A46 BEAM DETAILS

4602 A50 - A55 BEAM DETAILS

4610 B BEAM 34'-2 - 67'-6 SPANS DATA DETAILS

4611 B34 - B50 BEAM DETAILS

4612 B55 - B67 BEAM DETAILS

4620 C BEAM 30'-0 - 80'-0 SPANS DATA DETAILS

4621 C30 - C46 BEAM DETAILS



4630

4631 D35 - LXD40 BEAM DETAILS

4632 D45 - D60 BEAM DETAILS



4635

4636 D110 BEAM 110'-0 SPANS DATA DETAILS

4700 BULB TEE "C" BEAM - 30'-0 - 115'-0 SPANS DATA DETAILS

4701 BULB TEE "C" BEAM - 30'-0 SPAN


















BULB TEE "C" BEAM - 120'-0 SPANS DATA DETAILS

BULB TEE "C" BEAM - 120'-0 SPAN

4730

4731 BULB TEE "D" BEAM - 50'-0 SPAN

















BULB TEE "D" BEAM - 135'-0 SPANS DATA DETAILS

BULB TEE "D" BEAM - 135'-0 SPAN

4750 BULB TEE "B" BEAM - 30'-0 - 95'-0 SPANS DATA DETAILS

4751 BULB TEE "B" BEAM - 30'-0 SPANS



BULB TEE "B" BEAM - 45'-0 SPANS











4765 BULB TEE "B" BEAM - 100'-0 & 105'-0 SPANS DATA DETAILS


BULB TEE "B" BEAM - 105'-0 SPANS

4770 BULB TEE "E" BEAM - 60'-0 - 150'-0 SPANS DATA DETAILS - SHEET 1 OF 2

4770 BULB TEE "E" BEAM - 60'-0 - 150'-0 SPANS DATA DETAILS - SHEET 2 OF 2

4771 BULB TEE "E" BEAM - 60'-0 SPANS



















4790 BULB TEE "E" BEAM - 155'-0 SPANS DATA DETAILS - SHEET 1 OF 2

4790 BULB TEE "E" BEAM - 155'-0 SPANS - SHEET 2 OF 2

INDEX OF BEAM STANDARDS

STANDARD DESCRIPTION DESCRIPTIONSTANDARD DESCRIPTIONSTANDARD

STANDARD SHEET 100-B



4719s2

4719s1

4748s1

4748s2

4754

EN

GLIS

HB

EA

MS.D

GN - 100-

B -

THIS

SH

EE

T IS

SU

ED 02-10.

1008a

1008b

1009a

1009b

ABUTMENT BEARING STANDARDS

PIER BEARING STANDARDS

PIER MASONRY PLATE & ROCKER BEARING STANDARDS

PIER SOLE PLATE & FIXED SHOE BEARING STANDARDS

4541

4541A

4541B

4541C

4541D

4541E

4541F

4541G

4541H

STUB ABUTMENT BEARING DETAILS - A & B BEAMS PPCB & STEEL BEAM BRIDGES

STUB ABUTMENT BEARING DETAILS - C & D BEAM BRIDGES

STUB ABUTMENT BEARING DETAILS - BTB, BTC, BTD, BTE BEAM PPCB BRIDGES

A & B BEAM PPC BRIDGES - STUB ABUTMENT BEARING DETAILS

C & D BEAM PPC BRIGES - STUB ABUTMENT BEARING DETAILS

BTB, BTC, BTD, BTE BEAM PCC BRIDGES - STUB ABUTMENT BEARING DETAILS

A & B BEAM PPC BRIDGES - PIER BEARING DETAILS

C & D BEAM PPC BRIDGES - PIER BEARING DETAILS

BTB, BTC, BTD, BTE BEAM PPC BEAM BRIDGES - PIER BEARING DETAILS

D BEAM 35'-0 - 105'-0 SPANS DATA DETAILS

D100 - D105 BEAM DETAILS

BULB TEE "D" BEAM - 50'-0 - 130'-0 SPANS DATA DETAILS

1021W WEATHERING STEEL WELDING DETAILS FOR WELDED GIRDER BRIDGES

RE

VIS

ED 03-11 -

AD

DE

D

ST

AN

DA

RD 1021

W

TO

LIS

T. A

DD

ED

A

HY

PH

EN

TO

TH

E 1036

BT

BE

AM

ST

AN

DA

RD

NU

MB

ER

S.

4767

1036-1-BTB

1036-2-BTB

1036-1-BTC

1036-2-BTC

1036-1-BTD

1036-2-BTD

1036-1-BTE

1036-2-BTE STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTE SHEET 2 OF 2)

STEEL INTERMEIDATE DIAPHRAGM STANDARDS (BTE SHEET 1 OF 2)

STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTD SHEET 2 OF 2)

STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTD SHEET 1 OF 2)

STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTC SHEET 2 OF 2)

STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTC SHEET 1 OF 2)

STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTB SHEET 2 OF 2)

STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTB SHEET 1 OF 2)

COUNTY

DESIGN SHEET NO. OF DESIGN NO.FILE NO.

IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION

PROJECT NUMBER SHEET NUMBERDESIGN TEAM

3/25/2014 10:58:25 AM tsorens W:\Highway\Bridge\Standards\Bridges\EnglishBeams.dgn 1008a 11x17_pdf.pltcfg

1'-0

HOLES CENTER

OF PIN 1"

1

|

1 TYP.

1 1 12

1 1

1" HANDLING

1'-4

9 3 3

2

2 2 5

2

9

11

2 2 5

9

R=9

5 5

10

5

2

2

5

5 10

2 2

1'-4

1" PINTLES

2

7

3 3

CENTER

OF PIN

4 4

8

FINISH ANSI 125

10 SP1 FOR R1A

DRIVING FIT

ROCKER R1A

ABUTMENT MASONRY PLATE MP1A

WT. = 143 LBS.

BEARING NOTES:

AS SOON AS THE SURFACING PROCESS IS DONE, THE SURFACES

FINISHED WITH AN ANSI 125 FINISH SHALL BE SHOP COATED WITH AN

APPLICATION OF WATERPROOF NATIONAL LUBRICATING GREASE INSTITUTE

NO. 3 MULTIPURPOSE GREASE. JUST BEFORE THE ERECTION OF THE

STRUCTURAL STEEL IN THE FIELD, THE SHOP COATED SURFACES ARE TO

APPLIED.

MASONRY PLATES MP1A, MP2A AND MP3A SHALL BE GALVANIZED

D*

ROCKERS

R1A 1'-0

REACTION

MAXIMUM

(IN KIPS)

d=

R=1

1"

1"

1"

1'-0

2

" DRAIN HOLE

1

1" BARS

* INCLUDING " NEOPRENE SHEET.

AFTER THE 1" BARS HAVE BEEN WELDED TO THE MASONRY PLATE.

PREPARATION OF BEARING AREA SHALL BE IN ACCORDANCE WITH

| PINTLES

DETAIL

TYPICAL PINTLE

2

6

3

2

THE PINS SHALL BE IN ACCORDANCE WITH ARTICLE 4153.02, OF THE

THE INCH NEOPRENE SHEETS ARE TO BE 50, 60, OR 70 DUROMETER

HARDNESS AND SHALL BE 1 INCH GREATER IN LENGTH AND WIDTH THAN

THE BOTTOM SURFACE OF THE MASONRY PLATES OR STEEL BEARINGS.

ARTICLE 2408.03, M, OF THE STANDARD SPECIFICATIONS. THE BEDDING

ABUTMENT BEARING STANDARDS

SOLE PLATE SP1WT. = SP1 = 34 LBS.

ARTICLE 4153.04, OF THE STANDARD SPECIFICATIONS. CASTINGS MAY

STANDARD SHEET 1008a

ANSI 250

FINISH

ANSI 250

FINISH

FINISH ANSI 125

BORE 164 17

ROLLED SHAFTING

MACHINED FROM 3" COLD

2000)

(FINISH ANSI

FLAT AND TRUE

EN

GLIS

HB

EA

MS.D

GN 1008a -

THIS

SH

EE

T IS

SU

ED 05-10.

CENTER

OF PIN

4 4

8

FINISH ANSI 125

11

1'-1

WT.SP2 = 37 LBS.

SP3 = 43 LBS.

SOLE PLATE SP2 & SP3

ROLLED SHAFTING


2 2 1" PINTLES

7

3 3

11

1'-6

1'-2

5

5

2

2

5


d=

1"

1" BARS

2000)

(FINISH ANSI

FLAT AND TRUE

1" PINTLES

7

3 3

2

2

5

d=

6 6

2 2 1'-6

1'-10

1'-1


1"

2000)

(FINISH ANSI

FLAT AND TRUE

ROCKER R2AWT. = 178 LBS.

2 21'-6

1 TYP.

1 1 13 3

1'-0

1'-10

5 5

3

3

8

1"

| PINTLES

HOLES

1" HANDLING

1"

1

1

5

5

R=1'-0

2 2

2 2

2

1'-

0

1'-

2

10

5

3

1"

64 17

FINISH ANSI 125

BORE 1

ANSI 250

FINISH

ANSI 250

FINISH

6

6 1'-

1

WT. = 259 LBS.

ROCKER R3A

1 1 1

1 1

1'-2

2

3 3

10 4 4

1'-6

| PINTLES

6

2

HOLES

1" HANDLING

1

1

5

5 2 2

2 2

R=10"

2

3

2

10

1'-

0

9

1"

64 17

FINISH ANSI 125

BORE 1

ANSI 250

FINISH

ANSI 250

FINISH

CENTER

OF PIN 1`TYP.CENTER

OF PIN

R1A

132

R2A

171

R3A

263

R2A

R3A

1'-2

1'-4

SP2 FOR R2A

SP3 FOR R3A

1

1

WT. = 110 LBS. (DOES NOT INCLUDE 1" BARS)

PLATE TO BRIDGE SEAT

DISTANCE FROM TOP OF SOLE

1" BARS

BE GRAY IRON OR NODULAR IRON.

THE CASTING OF R1A, R2A, & R3A SHALL BE IN ACCORDANCE WITH

ALL MASONRY PLATES SHALL BE GALVANIZED. GALVANIZING SHALL

SPECIFICATIONS.

BE IN ACCORDANCE WITH ARTICLE 4100.07, OF THE STANDARD

{ 5xx0'-7

{ 10x2x1'-4

{ 5xx0'-7

{`13x2x1'-10

SP1-{ 8xx11

SP3-{ 8xx1'-2

SP2-{ 8xx1'-0

{ 5xx0'-7

{ 11x2x1'-6

STANDARD SPECIFICATIONS, AND WITH THE REQUIREMENTS OF ASTM

A108 STEEL.

SHALL BE A SINGLE LAYER OF INCH NEOPRENE SHEET.

BE WIPED CLEAN AND A FIELD COAT OF NLGI NO. 3 GREASE IS TO BE

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

RE

FE

RE

NC

E

TO

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T

FO

R

BE

ARI

NG

WEI

GH

TS.

SUMMARY QUANTITIES SHEET.

IS INCLUDED ON THE

NOTE: STRUCTURAL STEEL WEIGHT

WT. = ___ LBS. FOR 1" BARS





COUNTY




4/23/2014 1:39:02 PM tsorens W:\Highway\Bridge\NewStandards\May_2014_Release\EnglishBeams.dgn 1008b 11x17_pdf.pltcfg

CENTER

OF PIN

4 4

8

FINISH ANSI 125

1

11

1'-1

SP2 FOR R2A & S2

SP3 FOR R3A & S3

WT.SP2 = 37 LBS.

SP3 = 43 LBS.

DRIVING FIT

1

1 1 1

1 1

1

5

5

1'-2

2

1 TYP.

3 3

10 4 4

1'-6

4

|

2

2

1" PINTLES

2

4 41'-6

6 61'-2

1'-102 22

2

3

3

5

5

11

2'-3

1" R.

2 2

2 2

R=10"

2

3

2

10

1'-

0

ROCKER R2A

PIER MASONRY PLATE MP2PWT. = 160 LBS.

WT. = 178 LBS.

2

3

1

1

1

1"

2 2

22

1'-2

10

3 4

1

83

3 31 1 1

4 4 10

1'-6

1

1'-2

7 7

4 45

1

1

1

1

5

5

1" HOLE

|

1" PINTLES

2

2

2 2

22

10

3

3

1'-2

7

4 45

4

2 21'-6

1 TYP.

1 1 13 3

1'-0

1'-10

5 5

3

3

8

R=1'-0

2 2

2 2

2

1'-

0

1'-

2

7 7

4

4

6

6

1'-

1

2

2

1" R.

2

2'-8

2 22'-3

1'-6

5 51'-10

1" HOLE

4

2

2

1 2

WT. = 259 LBS.

WT. = 249 LBS.

PIER MASONRY PLATE MP3P

ROCKER R3A

5 5

1

1'-0

1'-6

1

3 31 1 1

5 10 9

1 1'-

2

1'-

0

WT. = 222 LBS.

FIXED SHOE S3WT. = 349 LBS.

BEARING NOTES:

ANCHOR BOLTS SHALL BE SET IN ACCORDANCE WITH ARTICLE






APPLIED.

FILL SLOTTED HOLES AROUND ANCHOR BOLTS WITH A HYDRAULIC

ALL MASONRY PLATES, SWEDGE ANCHOR BOLTS, NUTS AND WASHERS

SHALL BE GALVANIZED. GALVANIZING SHALL BE IN ACCORDANCE WITH



D*

ROCKERS

&

FIXED SHOES

R2A & S2

R3A & S3

1'-2

1'-4

REACTION

MAXIMUM

(IN KIPS)

S2

R2A R3A

S3

263 171

THREAD " TO " 2" TO 3"

2" TO 3"

" T

O

"

ANCHOR BOLT SWEDGE DETAIL

1'-10

R=1

1"

1"

1"

10

1"

FIXED SHOE S2

9

TYP.

AFTER MASONRY PLATES AND ROCKERS ARE IN CORRECT LOCATION,

OF THE STANDARD SPECIFICATIONS.

" DRAIN HOLE

7 7



| PINTLES

| PINTLES

HOLES

1" HANDLING

DETAIL

TYPICAL PINTLE

1"

5

3

1"

ANSI 250

FINISH

OF PIN

CENTER

6

2

HOLES

1" HANDLING

1" OF PIN

CENTER

ANSI 250

FINISH

HOLES

1" HANDLING

OF PIN

CENTER

WT.=6.1 LBS.

HEX. NUT

ANCHOR BOLT, WITH

1"x1'-4 SWEDGE

2000)

(FINISH ANSI

FLAT AND TRUE

1`TYP.

7

HOLES

1" HANDLING

2000)

(FINISH ANSI

FLAT AND TRUE

1"

1

1

OF PIN

CENTERWT.=6.1 LBS.

HEX. NUT

ANCHOR BOLT, WITH

1"x1'-4 SWEDGE

THE PINS SHALL BE IN ACCORDANCE WITH ARTICLE 4153.02, OF THE

2405.03, H, OF THE STANDARD SPECIFICATIONS.




CEMENT OR POLYMER GROUT IN ACCORDANCE WITH ARTICLE 2405.03, H,


ARTICLE 4100.07, OF THE STANDARD SPECIFICATIONS.

STANDARD SHEET 1008bPIER BEARING STANDARDS

THE CASTING OF R2A, S2, R3A AND S3 SHALL BE IN ACCORDANCE

WITH ARTICLE 4153.04, OF THE STANDARD SPECIFICATIONS. CASTINGS

MAY BE GRAY IRON OR NODULAR IRON.

SOLE PLATE SP2 & SP3

64 17

FINISH ANSI 125

BORE 1

64 17

FINISH ANSI 125

BORE 1

ANSI 250

FINISH

ANSI 250

FINISH

2000)

(FINISH ANSI

FLAT AND TRUE

2000)

(FINISH ANSI

FLAT AND TRUE

WT.=7.1 LBS.

HEX. NUT & WASHER

ANCHOR BOLT, WITH

1"x1'-4 SWEDGE

WT.=12.2 LBS.

HEX. NUT & WASHER

ANCHOR BOLT, WITH

1"x1'-8 SWEDGE

ROLLED SHAFTING


REGULAR HEXAGONAL NUT.

HOLES TO SEAT 1 AMERICAN STANDARD

1" HOLES. FACE CASTING AROUND

64 17

FINISH ANSI 125

BORE 1

64 17

FINISH ANSI 125

BORE 1

REGULAR HEXAGONAL NUT.

HOLES TO SEAT 1 AMERICAN STANDARD

1" HOLES. FACE CASTING AROUND

EN

GLIS

HB

EA

MS.D

GN 1008b -

THIS

SH

EE

T IS

SU

ED 05-10.

PLATE WASHERS SHALL BE ASTM A709 GRADE 36 (`AAHSTO

M270 GRADE`) STEEL.

3"x { WASHER

SP3-{ 8xx1'-2

SP2-{ 8xx1'-0

WASHER

4"x {

4"x { WASHER

A108 STEEL.

STANDARD SPECIFICATIONS, AND WITH THE REQUIREMENTS OF ASTM



WASHER

3"x {


IS INCLUDED ON THE


OBLONG OR ROUND IN SHAPE.

INDENTATIONS MAY BE EITHER

TO FORM INDENTATION.

NO CUTTING IS ALLOWED

PATTERN.

OF METAL IN A STAGGERED

FORMED BY DISPLACEMENT

INDENTATION SHALL BE

CO

RR

EC

TI

ON 05-14 -

AD

DE

D

A

ST

AT

EM

EN

T

TO

AN

CH

OR

BO

LT

SW

ED

GE

DE

TAIL S

TA

TI

NG

TH

AT

TH

E

SH

AP

E

OF

TH

E I

ND

EN

TA

TI

ON

S

MA

Y

BE

OB

LO

NG

OR

RO

UN

D I

N

SH

AP

E.

COUNTY




4/23/2014 1:39:03 PM tsorens W:\Highway\Bridge\NewStandards\May_2014_Release\EnglishBeams.dgn 1009a 11x17_pdf.pltcfg

2

4

7

12

4

" { WASHER

1" HOLE1'-6

1'-0 5 55 5

3 3

5

3

4

7

3

11 14 4

5 5 1'-2

2'-0

R=1'-3

1'-1

3 3 7

3 3 7

1"

3

6

3

3

1'-

3

1'-

6

1

22

ROCKER R4WT. = 464 LBS.

1" R

2

2

2 22'-4

2'-10

10 106 6

9

9

1'-

6

|

PIER MASONRY PLATE MP4PWT. = 462 LBS.

R=3

2"

1

1

DRIVING FIT

R=1"

4 4

8

1"1

1'-2

1'-3

FINISH ANSI 125

WT. = 85 LBS.

2

4

7

12

4

" { WASHER

1" HOLE

64

FINISH ANSI 125

1" R

2

2

2 2

|

FINISH ANSI 125

15 51 1

2 2

3 3 1'-9

1'-5 5 5

2'-4

1'-36 6

6 4

4

49

3

1

8

4

9 3 3

2 R=1'-6

1'-

6

3

1'-

9

ROCKER R5WT. = 776 LBS.

7 711 11

1'-

0

1'-

0

2'-

0

2'-9

3'-3

1" R

2

2

2

|

711

2

4

4

1'-

3

WT. = 808 LBS. WT. = 825 LBS.

BORE 21

21

4 4

1'-5

1'-6

WT. = 159 LBS.

BEARING NOTES:







APPLIED.

FILL SLOTTED HOLES AROUND ANCHOR BOLTS WITH A HYDRAULIC



D*

(IN KIPS)


2" TO 3"

" T

O

"


1" TYPICAL FOR

CLAMPING HOLE

MP5Pa

MP5Pb & MP4P

PERMISSIBLE CLAMPING HOLES

R4 R5

650 475

2'-0

1'-8

2"

2" PINTLES

1'-4

4 4 8

5 5

2" PINTLES 2" PINTLE

R=2"

9

AFTER MASONRY PLATES AND ROCKERS ARE IN CORRECT LOCATION,

OF THE STANDARD SPECIFICATIONS.

1'-

0

2'-

0

1'-

0

MASONRY PLATES MP4P AND MP5P SHALL BE EITHER NODULAR IRON

" DRAIN HOLE





| PINTLES

| PINTLES

1" TYP.






CEMENT OR POLYMER GROUT IN ACCORDANCE WITH ARTICLE 2405.03, H,


CASTINGS IN ACCORDANCE WITH ARTICLE 4153.04, OF THE STANDARD

ACCORDANCE WITH ARTICLE 4153.04, OF THE STANDARD SPECIFICATIONS.

THE STANDARD SPECIFICATIONS, AND WITH ASTM A108.

GRADE 50. PINS SHALL BE IN ACCORDANCE WITH ARTICLE 4153.02, OF

ANSI 250

FINISH

ANSI 250

FINISH R4

R5

CASTINGS R4 AND R5 SHALL BE NODULAR IRON CASTINGS IN

SPAN LENGTH GREATER THAN 150'

PIER MASONRY { MP5Pa FOR

FOR SPAN LENGTH 101' TO 150'

PIER MASONRY { MP5Pb

DETAIL

TYPICAL PINTLE

FOR R4

SOLE PLATE SP4

REACTION

MAXIMUM

FOR R5

SOLE PLATE SP5

STANDARD SHEET 1009a

2

117

2'-9

PIER MASONRY PLATE & ROCKER BEARING STANDARDS

ROCKERS

WT.=16.2 LBS.

HEX. NUT & WASHER

ANCHOR BOLT, WITH

1"x2'-0 SWEDGE HOLES

2" HANDLING

OF PIN

CENTER

2000)

(FINISH ANSI

FLAT AND TRUE

FINISH ANSI 125

BORE 133 64

ANSI 250

FINISH

ROLLED SHAFTING


OF PIN

CENTER

OF PIN

CENTER

HOLES

2" HANDLING

WT.=16.2 LBS.

HEX. NUT & WASHER

ANCHOR BOLT, WITH

1"x2'-0 SWEDGE

2000)

(FINISH ANSI

FLAT AND TRUE

ANSI 250

FINISH

ROLLED SHAFTING.


OF PIN

CENTER

MID DEPTH OF PLATE.

CORED HOLE SHOULD BE LOCATED AT

CLAMPING TO THE MILLING TABLE. THE

MAY BE INTRODUCED TO FACILITATE

PERMISSIBLE CORED HOLE (1"x1" DEEP)

EN

GLIS

HB

EA

MS.D

GN 1009a -

THIS

SH

EE

T IS

SU

ED 05-10.

M270 GRADE`) STEEL.


{`18x3x2'-10

{ 24x3x3'-3

{ 9x2x1'-7

{ 8x1x1'-4



SPECIFICATIONS OR STRUCTURAL STEEL COMPLYING WITH ASTM A572


IS INCLUDED ON THE






PATTERN.




CO

RR

EC

TI

ON 05-14 -

AD

DE

D

A

ST

AT

EM

EN

T

TO

AN

CH

OR

BO

LT

SW

ED

GE

DE

TAIL S

TA

TI

NG

TH

AT

TH

E

SH

AP

E

OF

TH

E I

ND

EN

TA

TI

ON

S

MA

Y

BE

OB

LO

NG

OR

RO

UN

D I

N

SH

AP

E.

COUNTY




4/23/2014 1:39:04 PM tsorens W:\Highway\Bridge\NewStandards\May_2014_Release\EnglishBeams.dgn 1009b 11x17_pdf.pltcfg

4

2

2

1" HOLE

R=3

2"

1

1

DRIVING FIT

R=1"

CENTER

OF PIN

4 4

8

1"

1

1'-2

1'-3


FINISH ANSI 125

WT. = 85 LBS.

4

2

2

1" HOLE

" { WASHER

2" HANDLING

HOLES

64

FINISH ANSI 125

CENTER

OF PIN

6

2

2 2

2

2

2" HOLES. FACE CASTING

AROUND HOLES TO SEAT

CENTER

OF PIN

FINISH ANSI 125

FIXED SHOE S5

1 1 15 5

2 2

36

7 7 1'-5

1'-

1

2'-8

4

BORE 21

1

3

8 88

1'-

1

3

1'-

9

2'-0

1'-0 1'-0

2'-3

1'-

7

WT. = 1274 LBS.


21

4 4

1'-5

1'-6

WT. = 159 LBS.

6 6

2'-4

2 2

2

2

1'-

3

1'-11

2" HOLES. FACE CASTING

AROUND HOLES TO SEAT

FIXED SHOE S4

" { WASHER

11 14 4

1'-2 2" HANDLING

HOLES

BORE 1

FINISH ANSI 125

FLAT AND TRUE

(FINISH ANSI

2000)

CENTER

OF PIN

7

1"

1'-

6

5

3

6

11

2

7 7

2 2

2

2

3

11

10 10

1'-8

BEARING NOTES:







APPLIED.



D*

(IN KIPS)


2" TO 3"

" T

O

"


S4 S5

650 475

2'-0

1'-8

WT. = 735 LBS.

4"x WASHERS.

2"

ROLLED SHAFTING.

4"x WASHERS.

R=2"

9 ROLLED SHAFTING.

" DRAIN HOLE





WT.=14.1 LBS.

HEX. NUT & WASHER

ANCHOR BOLT, WITH

1"x2'-0 SWEDGE

WT.=14.1 LBS.

HEX. NUT & WASHER

ANCHOR BOLT, WITH

1"x2'-0 SWEDGE

2000)

(FINISH ANSI

FLAT AND TRUE







ACCORDANCE WITH ARTICLE 4153.04, OF THE STANDARD SPECIFICATIONS.

STANDARD SHEET 1009b

S4

S5

CASTINGS S4 AND S5 SHALL BE NODULAR IRON CASTINGS IN

REACTION

MAXIMUM

DETAIL

TYPICAL PINTLEFOR S4

SOLE PLATE SP4

FOR S5

SOLE PLATE SP5

PIER SOLE PLATE & FIXED SHOE BEARING STANDARDS

FIXED SHOES

EN

GLIS

HB

EA

MS.D

GN 1009b -

THIS

SH

EE

T IS

SU

ED 05-10.

M270 GRADE`) STEEL.


{ 8x1x1'-4

{ 9x2x1'-7




IS INCLUDED ON THE






PATTERN.




CO

RR

EC

TI

ON 05-14 -

AD

DE

D

A

ST

AT

EM

EN

T

TO

AN

CH

OR

BO

LT

SW

ED

GE

DE

TAIL S

TA

TI

NG

TH

AT

TH

E

SH

AP

E

OF

TH

E I

ND

EN

TA

TI

ON

S

MA

Y

BE

OB

LO

NG

OR

RO

UN

D I

N

SH

AP

E.

COUNTY




4/23/2014 1:39:05 PM tsorens W:\Highway\Bridge\NewStandards\May_2014_Release\EnglishBeams.dgn 1010 11x17_pdf.pltcfg

PINTLE DETAIL

BEARING NOTES:

THREAD


DRIVING FIT

(TYP.) (TYP.)

2

DETAIL C

PINTLE {

PINTLE DETAIL

DETAIL C

FLAT & TRUE

2

PINTLE DETAIL

B

B

TOP OF PIER

KEEPER BARS

??

??

PINTLE DETAIL

2

2

A

A

| PIER

FLAT & TRUE

TOP OF PIER

3 3

3

3

22

22

PINTLE DETAIL

| PIER #??

?

? x ? x ?

CURVED SOLE {

? x ? x ?

MASONRY {

?

?

MASONRY { ? x ? x ?

? ? ? ?

?

?

?

CURVED SOLE { ? x ? x ?

? x ? x ?

CURVED SOLE {

? x ? x ?

NEOPRENE PAD

LAMINATED

?

?

?

? x ? x ?

PINTLE {

? ? ? ?

? ? ?

? ?

?

?

?(+) ?(+)

THE PINTLE PLATES, KEEPER BARS, AND MASONRY PLATES SHALL BE GALVANIZED.

ANCHOR BOLTS, NUTS AND WASHERS SHALL MEET THE REQUIREMENTS

NEOPRENE PAD SHALL BE FREE OF PROJECTIONS DUE TO GALVANIZING.

PINTLE PLATE IN CONTACT WITH THE CURVED SOLE PLATE AND THE LAMINATED

WELDING SHALL BE COMPLETED PRIOR TO GALVANIZING. THE SURFACES OF THE

KEEPER BARS, PINTLE PLATES AND MASONRY PLATES SHALL COMPLY WITH

LOW PROFILE BEARING STANDARD STANDARD SHEET 1010

?? 4

HOLE

1

55

5

5

(SEE DETAIL)

1 PINTLES

5 5

? (T

YP.)

(SEE DETAIL)

1 PINTLES

?

SURFACES MARKED "V" SHALL BE FINISHED ANSI 250.

2 TO 3

2 TO 3

1"

1''

" DRAIN HOLE

1"

x x ?

KEEPER BAR

x KEEPER BAR

TO

TO

RADIUS = 1'-8

RADIUS = 1'-8

" { WASHER

2" HOLES

BAR x x ?

BAR x x ?

R=1"

TYP.

{ ? x ? x ?

MASONRY

? x ? x ?

CURVED SOLE {

? x ? x ?

CURVED SOLE {

? x ? x ?

PINTLE {

NEOPRENE BEARING PADS.

? x ? x ? LAMINATED

? x ? x ?

CURVED SOLE {

HEX. NUT & WASHER

ANCHOR BOLT, WITH

1" x ? SWEDGE

EN

GLIS

HB

EA

MS.D

GN 1010 -

THIS

SH

EE

T IS

SU

ED 09-03

{'S REQUIRED, ? x ?

STEEL {, ASTM-A1011

| PIER #1 & #??

x x ??

KE

EP

ER

BA

R

DUROMETER NEOPRENE.

PADS TO BE OF 50

MATERIAL FOR NEOPRENE

???

| PINTLES

| PINTLES

| PINTLES

| PINTLES

SURFACE OF THE MASONRY PLATES OR STEEL BEARINGS.

AND SHALL BE 1 INCH GREATER IN LENGTH AND WIDTH THAN THE BOTTOM

THE INCH NEOPRENE SHEETS ARE TO BE 50, 60, OR 70 DUROMETER HARDNESS

TO THE BID ITEM "STRUCTURAL STEEL".

PINTLE PLATES, SOLE PLATES, ANCHOR BOLTS, AND MASONRY PLATES ARE A

PAINTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

PART OF THE SUPERSTRUCTURE STRUCTURAL STEEL QUANTITY. COST OF NEOPRENE

33

{ ? x 1 x ?

PINTLE

OF I.M.`453.08.

ASTM A709 GRADE 50.

MASONRY PLATES ARE TO BE SET ON A INCH NEOPRENE SHEET.

BEARING PADS AND INCH NEOPRENE SHEETS SHALL BE CONSIDERED INCIDENTAL

CURVED SOLE PLATES SHALL COMPLY WITH ASTM A709 GRADE 50W AND

? x x ?

NEOPRENE SHEET

? x x ?

NEOPRENE SHEET

MASONRY {`/`CURVED SOLE { ASSEMBLY

WEIGHT LBS.

WEIGHT LBS.

PART ELEVATION

PART ELEVATION

PINTLE PLATE

PLAN OF

LAMINATED NEOPRENE PADS

SECTION B-B

EXPANSION PIER

FIXED PIER

PLAN VIEW OF MASONRY AND SOLE PLATES

SECTION A-A

STRUCTURAL STEEL

STRUCTURAL STEEL

INCLUDES CURVED SOLE {

INCLUDES CURVED SOLE {

LAMINATED NEOPRENE PAD`/`CURVED SOLE {`ASSEMBLY

PADS

NEOPRENE

LAMINATED


IS INCLUDED ON THE



IS INCLUDED ON THE






PATTERN.




CO

RR

EC

TI

ON 05-14 -

AD

DE

D

A

ST

AT

EM

EN

T

TO

AN

CH

OR

BO

LT

SW

ED

GE

DE

TAIL S

TA

TI

NG

TH

AT

TH

E

SH

AP

E

OF

TH

E I

ND

EN

TA

TI

ON

S

MA

Y

BE

OB

LO

NG

OR

RO

UN

D I

N

SH

AP

E.

COUNTY




1/9/2014 8:51:12 AM tsorens W:\Highway\Bridge\Standards\Bridges\EnglishBeams.dgn 1021 11x17_pdf.pltcfg

LONGITUDINAL STIFFENER

4

MI

N.

TY

PIC

AL

(TYPICAL)

TYP. 3 BOTH SURFACES.

L4x4x

" RADIUS

(GUSSET PLATE)

GIRDER WEBG

G

GUSSET PLATE TO WEB DETAIL

GIRDER WEB

SECTION G-G

3 3

STIFFENER

DIAPHRAGM

(AT CROSS FRAME)

WEB

TYP.

4

TRANSITION AFTER WELDING.

GRIND TO SMOOTH

AND U.T. INSPECTION.

CUT LINE AFTER WELDING

6" R. ( AFTER GRINDING TYP. )

OF SURFACE AFTER GRINDING.

PERFORM MAGNETIC PARTICAL INSPECTION

FILLET WELD

VARIES 45CLIP 1

33

SECTION A-A

X

SECTION B-B

1 45 CLIP (TYP.)

X

SEE DETAIL A

X

| GIRDERS

TYPES OF DIAPHRAGM FRAMING

DIAPHRAGMS

DIAPHRAGMS

| PIER BEARING

SECTION A-A

TIGHT FIT AT TOP

1 45 CLIP (TYP.)

1 45 CLIP (TYP.)

X

SEE DETAIL A

X

X

VARIES45CLIP

SECTION C-C

EN

D

OF

WE

LD

TO

TO

E

OF

FL

AN

GE

TO

WE

B

WE

LD

EN

D

OF

WE

LD

TO

TO

E

OF

FL

AN

GE

TO

WE

B

WE

LD

SECTION C-C

45 CLIP45 CLIP

SEE DETAIL A

45 CLIP

EN

D

OF

WE

LD

TO

TO

E

OF

FL

AN

GE

TO

WE

B

WE

LD

X

45 CLIP

SEE DETAIL A

45 CLIP

SECTION D-D

FLANGE

TENSION

NO WELD.

TIGHT FIT.

2 2

SECTION H-H

D D

E

C

H

C C A A

B

H

H

B

B

A A

E

TYPICAL ALL

STIFFENER TO

FLANGE WELDS

AT DETAIL A

X

DETAIL A

NOTE:

THIS SHEET IS PRIMARILY FOR THE USE OF FABRICATOR'S

WORKMEN AND IOWA DEPARTMENT OF TRANSPORTATION INSPECTORS

IN INTERPRETING PLAN DETAILS. IT COVERS THE LOCATIONS OF WELD

TERMINI THAT ARE NOT SPECIFIED BY TYPICAL WELD SYMBOLS.

THE ACCEPTABILITY AND USE OF THE WELD TREATMENT SHOWN

ON THIS SHEET FOR ANY SPECIFIC PROJECT IS THE RESPONSIBILITY

OF THE DESIGNING ENGINEER.

B

H

C

WELDING DETAILS STANDARD SHEET 1021

2 2

H

H

E

E

E

E

SECTION E-E

" HOLE FOR

" BOLT

X

SEE DETAIL A

RE

VIS

ED:

LO

NGIT

UDI

NA

L S

TIF

FE

NE

R

DE

TAIL

CH

AN

GE

D. A

RC

H.

TA

PE.

NO. D

AT

E

91-4-90

2

MIN.MIN.

MIN.

1

x 3

MIN. {

1

SEE NOTE 1

x 3

MIN. {

x 3

MIN. {

SEE NOTE 1

WELD AFTER PLATE IS BOLTED

TO FLANGE. ( SEE DETAIL A FOR

WELD LOCATION ).

NOTE 1

RE

VIS

ED:

MIS

CE

LL

AN

EO

US

DE

TAILS

CH

AN

GE

D. T

AP

E

NO. 11

DA

TE

D 7-30-91.

2

2

RE

VIS

ED :

LO

NGIT

UDI

NA

L S

TIF

FE

NE

R

WE

LD

DE

TAILS

CH

AN

GE

D. T

AP

E

NO. 14

DA

TE

D 7-27-92.

RE

VIS

ED : 10-10-94: PIE

R

AN

D

AB

UT

ME

NT

BE

ARI

NG

STIF

FE

NE

R

WE

LD

DE

TAILS

CH

AN

GE

D.

MIL

L

TO

BE

AR

MIL

L

TO

BE

AR

G

G 30

3

ANGLE ONLY

WELD TO

SECTION G-G

ABUT. BRG.

| PIER OR

FLANGE DEFLECTOR DETAILS

FLANGE TO WEB WELD

GRIND ANGLE TO CLEAR

CAULK ( FARSIDE`)

GRADE DECREASES

( ? REQUIRED PER BRIDGE )

EXTERIOR GIRDERS

OUTSIDE OF

4

FLANGE FOR " BOLTS

" HOLES IN ANGLE AND

FLANGE DEFLECTORS ARE REQUIRED ON THE

OUTSIDE OF THE EXTERIOR GIRDERS AT THE

? ABUTMENTS AND THE ? SIDE OF ALL PIERS.

`" BOLT

" HOLE FOR

` " BOLT

" HOLE FOR

SEE NOTE 1

FLANGE

COMPRESSION

RE

VIS

ED 10-00 - F

LA

NG

E

DE

FL

EC

TO

R

DE

TAIL

AD

DE

D. L

ON

GIT.

STIF

FE

NE

R,

GU

SS

ET

PL

AT

E

TO

WE

B

AN

D

SE

CTI

ON

G-

G

MO

VE

D

OU

TSI

DE

OF

BO

RD

ER.

CO

RR

EC

TI

ON 09-01 - F

LA

NG

E

DE

FL

EC

TO

R

DE

TAIL

CH

AN

GE

D

FR

OM

GR

AD

E 250

TO

GR

AD

E 36.

L4`x`3`x`

HEX NUT, { WASHER

CO

RR

EC

TI

ON 10-01 - P

AI

NTI

NG

NO

TE

ON

FL

AN

GE

DE

FL

EC

TO

R

UP

DA

TE

D.

EN

GLIS

HB

EA

MS.D

GN 1021 -

THIS

SH

EE

T IS

SU

ED 11-3-88.

3 STUDS PER ROW. 2 STUDS PER ROW.

SHEAR STUD DETAILS

| FLANGE

| WEB

90

FLANGE TO WEB

DETAILS

1 60

3

BENCH WELD.

FLANGE PLATE TRANSITION DETAIL

CURVE

SMOOTH TRANSITION

AFTER WELDING TO A

GRIND LONGITUDINALLY

FOR TENSION AND COMPRESSION LIMITS SEE DESIGN SHEET ???

OF THE WIDTH.

ARE TO BE RADIOGRAPHED FOR A MINIMUM OF 50 PERCENT

ALL BUTT WELDED JOINTS SUBJECT TO COMPRESSION ONLY

REVERSAL OF STRESS ARE TO BE RADIOGRAPHED FULL WIDTH.

ALL FLANGE BUTT WELDED JOINTS SUBJECT TO TENSION OR

60

ARC WELDING

SUBMERGED

NOTE: ALL STUDS TO BE "

PERPENDICULAR TO GIRDERS)

BRIDGES WITH ALL DIAPHRAGMS

PIER BEARING STIFFENER (SKEWED

PARALLEL TO | OF PIER)

OR BRIDGES WITH PIER DIAPHRAGMS

PIER BEARING STIFFENER (0 SKEW

ALL ABUTMENT BEARING STIFFENERS

TO GIRDERS

DIAPHRAGMS PERPENDICULAR

TO | OF PIER

DIAPHRAGMS PARALLEL

RE

VIS

ED 09-03 -

CH

AN

GE

S

SE

CTI

ON

G-

G.

RE

VIS

ED 03-12 -

RE

VIS

ED

TH

E

DE

SC

RIP

TI

ON

FO

R I

NT

ER

ME

DI

AT

E

DI

AP

HR

AG

M

STIF

FE

NE

RS

TO

ELI

MI

NA

TE

CA

SE I

& II LI

VE

LO

AD

DE

SC

RIP

TI

ON

S.

BEFORE COPING STIFFENER END`)

GROOVE WELD (`INSPECT BY ULTRASONIC TESTING

INTERMEDIATE STIFFENER

TO FLANGES

BOLTED ATTACHMENT

DIAPHRAGM STIFFENER

INTERMEDIATE

TO FLANGES

WELDED ATTACHMENT

DIAPHRAGM STIFFENER

INTERMEDIATE

___ 5'-0 ___

FLANGE TO WEB WELD SIZE

SIZE OF WELD FLANGE THICKNESS

2

2

3

3

3

2

2

THICKNESS

T - WEB

2" MINIMUM

X = 5T WITH

CRAFCO ROAD SAVER SILICONE.

CSL`342 JOINT SEALANT, AND

THESE CRITERIA ARE DOW 888,

SILICONE. THREE PRODUCTS MEETING

NEUTRAL CURE AND NON-SAG

CAULKING MATERIAL SHALL BE

DEFLECTOR AND EXTERIOR GIRDER.

CAULK CORNERS BETWEEN FLANGE

RE

VIS

ED 04-12 -

AD

DE

D

A

THIR

D

CA

UL

KI

NG

CO

MP

AN

Y

TO

TH

E

LIS

TI

NG

FO

R

TH

E

FL

AN

GE

DE

FL

EC

TO

R.

{ 3`x``x`0'-7

7 x { 7 x {

1" HOLES IN STIFFENER AND TEE

FOR " BOLTS. PROVIDE WASHERS FOR

L4x4x

MIN. 4-" BOLTS

T

YP.

COUNTY




1/9/2014 8:51:14 AM tsorens W:\Highway\Bridge\Standards\Bridges\EnglishBeams.dgn 1021W 11x17_pdf.pltcfg

LONGITUDINAL STIFFENER

4

MI

N.

TY

PIC

AL

(TYPICAL)

TYP. 3 BOTH SURFACES.

L4x4x L4x4x

" RADIUS

(GUSSET PLATE)

GIRDER WEBG

G

GUSSET PLATE TO WEB DETAIL

GIRDER WEB

SECTION G-G

3 3

STIFFENER

DIAPHRAGM

T

YP.

(AT CROSS FRAME)

WEB

TYP.

4

GROOVE WELD

TRANSITION AFTER WELDING.

GRIND TO SMOOTH

( INSPECT BY ULTRASONIC TESTING

BEFORE COPING STIFFENER END )

AND U.T. INSPECTION.

CUT LINE AFTER WELDING

6" R. ( AFTER GRINDING TYP. )

OF SURFACE AFTER GRINDING.

PERFORM MAGNETIC PARTICAL INSPECTION

FILLET WELD

VARIES 45CLIP 1

33

SECTION A-A

X

SECTION B-B

1 45 CLIP (TYP.)

X

SEE DETAIL A

X

| GIRDERS

TYPES OF DIAPHRAGM FRAMING

DIAPHRAGMS

DIAPHRAGMS

| PIER BEARING

SECTION A-A

TIGHT FIT AT TOP

1 45 CLIP (TYP.)

1 45 CLIP (TYP.)

X

SEE DETAIL A

X

X

VARIES45CLIP

SECTION C-C

EN

D

OF

WE

LD

TO

TO

E

OF

FL

AN

GE

TO

WE

B

WE

LD

EN

D

OF

WE

LD

TO

TO

E

OF

FL

AN

GE

TO

WE

B

WE

LD

SECTION C-C

45 CLIP45 CLIP

SEE DETAIL A

45 CLIP

EN

D

OF

WE

LD

TO

TO

E

OF

FL

AN

GE

TO

WE

B

WE

LD

X

45 CLIP

SEE DETAIL A

45 CLIP

SECTION D-D

FLANGE

TENSION

NO WELD.

TIGHT FIT.

2 2

SECTION H-H

D D

E

C

H

C C A A

B

H

H

B

B

A A

E

TYPICAL ALL

STIFFENER TO

FLANGE WELDS

AT DETAIL A

X

DETAIL A

NOTE:

THIS SHEET IS PRIMARILY FOR THE USE OF FABRICATOR'S

WORKMEN AND IOWA DEPARTMENT OF TRANSPORTATION INSPECTORS

IN INTERPRETING PLAN DETAILS. IT COVERS THE LOCATIONS OF WELD

TERMINI THAT ARE NOT SPECIFIED BY TYPICAL WELD SYMBOLS.

THE ACCEPTABILITY AND USE OF THE WELD TREATMENT SHOWN

ON THIS SHEET FOR ANY SPECIFIC PROJECT IS THE RESPONSIBILITY

OF THE DESIGNING ENGINEER.

B

H

C

2

2

3

3

3

2 2

H

H

E

E

E

E

SECTION E-E

" HOLE FOR

" BOLT

X

SEE DETAIL A

2

2

2

MIN.MIN.

MIN.

1

x 3

MIN. {

1

SEE NOTE 1

x 3

MIN. {

x 3

MIN. {

SEE NOTE 1

WELD AFTER PLATE IS BOLTED

TO FLANGE. ( SEE DETAIL A FOR

WELD LOCATION ).

NOTE 1

2

2

MIL

L

TO

BE

AR

MIL

L

TO

BE

AR

G

G 30

3

SECTION G-G

ABUT. BRG.

| PIER OR

FLANGE DEFLECTOR DETAILS

FLANGE TO WEB WELD

GRIND ANGLE TO CLEAR

CAULK ( FARSIDE`)

GRADE DECREASES

( ? REQUIRED PER BRIDGE )

EXTERIOR GIRDERS

OUTSIDE OF

4

FLANGE FOR " BOLTS

" HOLES IN ANGLE AND

FLANGE DEFLECTORS ARE REQUIRED ON THE

OUTSIDE OF THE EXTERIOR GIRDERS AT THE

? ABUTMENTS AND THE ? SIDE OF ALL PIERS.

`" BOLT

" HOLE FOR

` " BOLT

" HOLE FOR

SEE NOTE 1

FLANGE

COMPRESSION

L4`x`3`x`

HEX NUT, { WASHER

3 STUDS PER ROW. 2 STUDS PER ROW.

SHEAR STUD DETAILS

FLANGE TO WEB WELD SIZE

SIZE OF WELD FLANGE THICKNESS

| FLANGE

| WEB

90

FLANGE TO WEB

DETAILS

1 60

3

BENCH WELD.

FLANGE PLATE TRANSITION DETAIL

CURVE

SMOOTH TRANSITION

AFTER WELDING TO A

GRIND LONGITUDINALLY

FOR TENSION AND COMPRESSION LIMITS SEE DESIGN SHEET ???

OF THE WIDTH.

ARE TO BE RADIOGRAPHED FOR A MINIMUM OF 50 PERCENT

ALL BUTT WELDED JOINTS SUBJECT TO COMPRESSION ONLY

REVERSAL OF STRESS ARE TO BE RADIOGRAPHED FULL WIDTH.

ALL FLANGE BUTT WELDED JOINTS SUBJECT TO TENSION OR

60

ARC WELDING

SUBMERGED

NOTE: ALL STUDS TO BE "

PERPENDICULAR TO GIRDERS)

BRIDGES WITH ALL DIAPHRAGMS

PIER BEARING STIFFENER (SKEWED

PARALLEL TO | OF PIER)

OR BRIDGES WITH PIER DIAPHRAGMS

PIER BEARING STIFFENER (0 SKEW

ALL ABUTMENT BEARING STIFFENERS

TO GIRDERS

DIAPHRAGMS PERPENDICULAR

TO | OF PIER

DIAPHRAGMS PARALLEL

STANDARD SHEET 1021WWEATHERING STEEL WELDING DETAILS

EN

GLIS

HB

EA

MS.D

GN 1021

W -

THIS

SH

EE

T IS

SU

ED 03-11.

TO FLANGES

BOLTED ATTACHMENT

DIAPHRAGM STIFFENER

INTERMEDIATE

TO FLANGES

WELDED ATTACHMENT

DIAPHRAGM STIFFENER

INTERMEDIATE INTERMEDIATE STIFFENER

___ 5'-0 ___THICKNESS

T - WEB

2" MINIMUM

X = 5T WITH

RE

VIS

ED 03-12 -

RE

VIS

ED

TH

E

DE

SC

RIP

TI

ON

FO

R I

NT

ER

ME

DI

AT

E

DI

AP

HR

AG

M

STIF

FE

NE

RS

TO

ELI

MI

NA

TE

CA

SE I

& II LI

VE

LO

AD

DE

SC

RIP

TI

ON

S.

RE

VIS

ED 04-12 -

AD

DE

D

A

THIR

D

CA

UL

KI

NG

CO

MP

AN

Y

TO

TH

E

LIS

TI

NG

FO

R

TH

E

FL

AN

GE

DE

FL

EC

TO

R.

CRAFCO ROAD SAVER SILICONE.

CSL`342 JOINT SEALANT, AND

THESE CRITERIA ARE DOW 888,

SILICONE. THREE PRODUCTS MEETING

NEUTRAL CURE AND NON-SAG

CAULKING MATERIAL SHALL BE

DEFLECTOR AND EXTERIOR GIRDER.

CAULK CORNERS BETWEEN FLANGE

1" HOLES IN STIFFENER AND TEE

FOR " BOLTS. PROVIDE WASHERS FOR

MIN. 4-" BOLTS

ANGLE ONLY

WELD TO

7 x { 7 x {

{ 3`x` `x`0'-7

COUNTY




8/28/2012 1:53:34 PM tsorens W:\Highway\Bridge\Standards\Bridges\EnglishBeams.dgn 1036 11x17_pdf.pltcfg

BEAM SPACES @ =

SECTION SHOWING INTERMEDIATE DIAPHRAGM

1'-

0

1'-

3

4

2

2

3

3

1'-

0

1'-

3

4

2

2

3

3

22

DETAIL E

C15 x 33.9

1" HOLE IN BEAM WEB.

C15 x 33.9 C15 x 33.9

1" HOLE IN BEAM WEB.

D/2

D/2

D

| WEB

DETAIL D

DETAIL D

1" HOLE IN WEB. DETAIL D

BEARINGS.

MIDPOINT BETWEEN

C15 x 33.9 (TYP.)

BEARINGS.

MIDPOINT BETWEEN

C15 x 33.9 (TYP.)

FIT SKEW.

BEND ANGLES TO

SECTION A-A SECTION A-A

TYPICAL BEAM SPACING

C15 x 33.9 (TYP.)

SHALL BE GALVANIZED.

SHOP DRAWINGS OF THE STEEL DIAPHRAGMS SHOWING LAYOUT

AND DETAILS OF THE DIAPHRAGMS SHALL BE SUBMITTED FOR APPROVAL.

ALL COSTS FOR FURNISHING AND INSTALLING STEEL INTERMEDIATE

DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR STRUCTURAL STEEL.

DETAIL D

4" LEG OF L.

1" HOLE IN

DETAIL D

BEAM COIL TIE LOCATIONSD/2

1" HOLE IN WEB.

| WEB

SEE DETAIL D

DETAIL E

| BOLT

5

3 3 3

5 5 5 5

5 3

1'-

9

4

5

4

5

ALL SKEWS ALL SKEWS 0 TO 730' SKEW 731' TO 30 SKEW 0 TO 730' SKEW 731' TO 30 SKEW

INTEGRAL ABUTMENT STUB ABUTMENT FIXED PIER EXPANSION PIER

WEB

THICKNESS

SPACINGBEAM

LENGTH

UNIT

WEIGHT LENGTH LENGTH LENGTH LENGTHWEIGHT WEIGHT WEIGHT WEIGHT

UNIT UNIT UNIT UNIT

6'-9 6'-10 6'-7 7'-3 7'-4

THICKNESSWEB WEIGHT PER NUMBER OFLENGTH OF

ONE CONNECTION DETAIL "D"

DETAIL "D" DETAIL "D"

THICKNESSWEB WEIGHT PER

DETAIL "E"

NUMBER OFDETAIL "E"

LENGTH OF

ONE CONNECTION DETAIL "E"

DIAPHRAGM WEIGHTS

UNIT WEIGHT NUMBER OF DIAPHRAGMS

DIAPHRAGM CONNECTIONBOLTS

NUMBER OF

DIAPHRAGMSPER UNIT DIAPHRAGM

WEIGHT

INTERMEDIATE DIAPHRAGM STRUCTURAL STEEL

6"

7"

9"

9"

10"

12"

6"

7"

9"

9"

10"

12"

6"

9"

7"

THE WEB. DRILLING IS NOT ALLOWED.

ALL DIAPHRAGM MATERIALS, INCLUDING BOLTS, NUTS AND WASHERS

NOTES:

5'-11

5'-115'-10

5'-8

6'-0

5'-9

5'-9

5'-8

5'-6

6'-5

6'-4

6'-2

6'-7

6'-6

6'-4

202.3

202.3 199.5

193.9

205.2

196.7

197.2

194.4

188.7

219.3

216.5

210.8

224.4

221.5

215.5

WITH NUTS AND WASHERS,

ONE C15 x 33.9 DIAPHRAGM

STEEL INTERMEDIATE DIAPHRAGMS FOR PC BM. BRIDGES STANDARD SHEET 1036

* * * * *

SHOWN IN THE TABLE IS BASED ON

A VARIABLE CLEARANCE OF 1 TO 2

BETWEEN THE FACE OF BEAM WEB AND

END OF C15 x 33.9.

2 - L`6`x`4`x``x`1'-3 =

1

1

1'-

3

1

1

1'-

3

BB

AA

ALL BOLTS ARE TO BE TIGHTENED PRIOR TO PLACING BRIDGE FLOOR

UNDER LONGITUDINAL BRIDGE FLOOR CONSTRUCTION JOINTS SHALL NOT BE

TIGHTENED UNTIL STAGE TWO OF THE BRIDGE FLOOR HAS BEEN PLACED.

L`6`x`4`x``x`1'-3 L`6`x`4`x``x`1'-3

L`6`x`4`x``x`1'-3

BOLT LOCATIONS

INTERMEDIATE DIAPHRAGM

FOR BRIDGES SKEWED LESS THAN OR EQUAL TO 730' FOR BRIDGES SKEWED GREATER THAN 730'.

SEE DETAIL D FOR BRIDGE SKEW GREATER THAN 730'.

SEE DETAIL E FOR BRIDGE SKEW LESS THAN OR EQUAL TO 730'.

EN

GLIS

HB

EA

MS.D

GN 1036 -

THIS

SH

EE

T IS

SU

ED 9-8-88

8 - " x 0'-2 H.S. BOLTS

H.S. BOLTS

H.S. BOLTS

2 - "x LENGTH H.S. BOLTS WITH NUTS AND WASHERS

2 - "x LENGTH H.S. BOLTS WITH NUTS AND WASHERS

THE " H.S. BOLTS THROUGH THE WEB SHALL HAVE A THREAD

THE 1" HOLES FOR THE " H.S. BOLTS SHALL BE CAST INTO

4 x x 1'-3 {

AND IN 4 x x 1'-3 {.

1" HOLE IN 4" LEG OF L

HARDENED WASHERS

PLAIN WASHER AND 2

1-1" I.D. BY 2" O.D.

BOLTS WITH HEAVY HEX. NUT,

IN 6" LEG OF L. 4-" H.S.

4-1" x 2" SLOTTED HOLES

CONCRETE WITH THE FOLLOWING EXCEPTION: BOLTS IN DIAPHRAGMS LOCATED

SECTION B-B

2

2

12

VARIES

IN C15 x 33.9

4-1" HOLES

2

LENGTH OF C15`x`33.9 DIAPHRAGM

(STUB ABUT. ONLY)

MATERIALS I.M.`570

AT PLANT AS PER

SEAL END OF BEAM

REQUIREMENTS OF ASTM A449.

LENGTH OF 3 INCH MIN. AND 4 INCH MAX. AND SHALL MEET THE

NUT AND 2 HARDENED WASHERS.

" H.S. BOLT WITH HEAVY HEX

NUT AND 2 HARDENED WASHERS.

" H.S. BOLT WITH HEAVY HEX

* THE LENGTH OF THE C15 x 33.9

4.30 LBS.

4.66 LBS.

5.34 LBS.

41.2 LBS.

4.30 LBS.

4.66 LBS.

5.34 LBS.

(LBS.) (LBS.) (LBS.) (LBS.) (LBS.)

LBS.

LBS.

10.3 LBS.

1 - BACKING { 4 x x 1'-3 = 6.5 LBS.

1 - L`6`x`4`x``x`1'-3 = 20.6 LBS.

INTERMEDIATE DIAPHRAGM STRUCTURAL STEEL (TOTAL LBS.)

RE

VISI

ON 09-12 -

AL

TE

RN

AT

E

SE

CTI

ON

B-

B

AD

DE

D

OU

TSI

DE

OF

BO

RD

ER

SH

EE

T.

HARDENED WASHERS

PLAIN WASHER AND 2

1-1" I.D. BY 2" O.D.

BOLTS WITH HEAVY HEX. NUT,

IN 6" LEG OF L. 4-" H.S.

4`-`1" x 2" SLOTTED HOLES

COUNTY




3/25/2014 10:58:29 AM tsorens W:\Highway\Bridge\Standards\Bridges\EnglishBeams.dgn 1036A 11x17_pdf.pltcfg

DIAPHRAGMS.

JOINT AT INTERMEDIATE

PERMISSIBLE CONSTRUCTION

MORTAR

FILL WITH

" x 1'-3 COIL ROD

B

B

A A


SECTION B-B

6a 5b1

5w1

5w2

1'-3

1'-3

5w2 5w1

COIL ROD

" x 1'-3

10

TY

PIC

AL

(TYPICAL)

MORTAR

FILL WITH


SECTION A-AFOR BRIDGES SKEWED LESS THAN 730'

1'-3 1'-3

5w1

COIL ROD

" x 1'-3

10

TY

PIC

AL

(TYPICAL)

MORTAR

FILL WITH


SECTION A-AFOR BRIDGES SKEWED

D/2

D/2

D

|

DI

AP

HR

AG

MS

MIDPOINT BETWEEN BEARINGS

| WEB

5w2

MORE THAN 730'

6

6

6

D=2

OUT TO OUT. D=PIN DIAMETER.

NOTE: ALL DIMENSIONS ARE

INTERMEDIATE DIAPH. LONGIT.

INTERMEDIATE DIAPH. HOOPS

BAR LOCATION WEIGHTLENGTHNO.SHAPE

5w1

5w2

INTERMEDIATE DIAPHRAGMS

CONCRETE PLACEMENT QUANTITIES

TOTALQUANTITY

ALL INTERMEDIATE DIAPHRAGM QUANTITIES FOR STRUCTURAL

MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR

REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.

5w2

M

SIZE

BEAMM

LENGTH

BAR

D

C

B

A 1'-11

2'-4

2'-9

3'-5

5'-4

6'-2

7'-0

8'-4

3 EQ. SP. ; 4

-5w2

3 EQ. SP. ; 4-5w2

OR EQUAL TO

5

3

3 3

5 5 5 5

5 3

1'-

9

4

5

4

5

ALL SKEWS ALL SKEWS 0 TO 730' SKEW 731' TO 30 SKEW 0 TO 730' SKEW 731' TO 30 SKEW

INTEGRAL ABUTMENT STUB ABUTMENT FIXED PIER EXPANSION PIER

BEAM COIL TIE LOCATIONS AT ENDS OF BEAMS

22

3

22

3

22

(731' TO 30 SKEW)

(0 TO 730' SKEW)

BEAM COIL TIE LOCATIONS




4" MIN. CL.

( TYP. FOR 5w2 )

6" MAX. CL.

CU. YDS.

BETWEEN BEARINGS.

AND MIDPOINT

| OF DIAPHRAGM

AT LOCATIONS UNDER LONGITUDINAL BRIDGE FLOOR CONSTRUCTION

JOINTS THE INTERMEDIATE CONCRETE DIAPHRAGM IS TO BE OMITTED.

STANDARD SHEET 1036A

??

??

EN

GLIS

HB

EA

MS.D

GN 1036

A -

THIS

SH

EE

T IS

SU

ED 11-3-88

INTERMEDIATE DIAPHRAGMS

EPOXY COATED REINFORCING BAR LIST

EPOXY COATED REINFORCING STEEL-TOTAL (LBS.)

CONCRETE AND EPOXY COATED REINFORCING STEEL ARE INCLUDED ON

CONC. INTERM. DIAPHRAGMS FOR PC BM. BRIDGES

(STUB ABUT. ONLY)

MATERIALS I.M.`570

AT PLANT AS PER

SEAL END OF BEAM

___ @ ___ CU.YDS.

____ TYPICAL BEAM SPACING

___ BEAM SPACES @ ____ = ____

5w1 5w2

NOTE:

CO

RR

EC

TI

ON 04-14 -

AD

DE

D

NO

TE

TO I

NC

LU

DE

CO

NC.

&

REI

NF.

ST

EE

L

QU

AN

TITIE

S

ON

TH

E

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T.

THE SUMMARY QUANTITIES SHEET.

COUNTY




5/28/2014 11:24:27 AM tsorens W:\Highway\Bridge\NewStandards\June_2014_Release\EnglishBeams.dgn 1036-1-BTB 11x17_pdf.pltcfg

ONE BEAM CONNECTION (`DETAIL "F" AND/OR DETAIL "G"`)

ONE DIAPHRAGM

DIAPHRAGMS

NUMBER OF

LENGTH OF MEMBER

CONNECTIONS

NO. OF BEAM

DIAPHRAGM STRUCTURAL STEEL

BULB TEE "B" BEAM INTERMEDIATE

BOLT HOLE LOCATIONS


( 731' TO 30 SKEW )

( 0 TO 730' SKEW )

1'-

7

2


ALL SKEWS ALL SKEWS

0 TO 730' SKEW 731' TO 30 SKEW


FIXED PIER

EXPANSION PIER

INTEGRAL ABUT. STUB ABUT.

3

3

3

3

5

5

5

5

5 5

55

4

4

WEIGHT

NOTES:

WASHERS SHALL BE GALVANIZED.

ALL DIAPHRAGM MATERIALS, INCLUDING BOLTS, NUTS AND

BID FOR STRUCTURAL STEEL.

SUBMITTED FOR APPROVAL.

INTERMEDIATE DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE

ALL COSTS FOR FURNISHING AND INSTALLING STEEL

LAYOUT AND DETAILS OF THE DIAPHRAGMS SHALL BE

SHOP DRAWINGS OF THE STEEL DIAPHRAGMS SHOWING

SHALL BE CAST INTO THE WEB. DRILLING IS NOT ALLOWED.

UNTIL STAGE TWO OF THE BRIDGE FLOOR HAS BEEN PLACED.

BRIDGE FLOOR CONCRETE WITH THE FOLLOWING EXCEPTION:

ALL BOLTS ARE TO BE TIGHTENED PRIOR TO PLACING

BOLTS IN DIAPHRAGMS LOCATED UNDER LONGITUDINAL BRIDGE

FLOOR CONSTRUCTION JOINTS SHALL NOT BE TIGHTENED

THE 1" HOLES FOR THE " H.S. BOLTS

THREAD LENGTH OF 3" MIN. AND 4" MAX. AND SHALL MEET

THE REQUIREMENTS OF ASTM A449.

THE " H.S. BOLTS THROUGH THE WEB SHALL HAVE A

1'-

7

2

ONE BEAM CONNECTION INFORMATION

BEAM SPACING DIAPHRAGM LENGTH

6'-6

7'-2

8'-0

8'-8

9'-0 7'-10

7'-6

6'-10

6'-0

5'-4 241 182

205272

308 232

255339

353 266

WEIGHT (LBS.)

W10x45



WEIGHT (LBS.)

C15x33.9

1'-

9

4`-`"`x`9 H.S. BOLTS WITH NUTS & WASHERS = 9.6 LBS.

6`-`"`x`3" H.S.BOLTS WITH NUTS & WASHERS = 7.8 LBS.

7

7

7

7

7

7

RE

VISI

ON 12-10 -

AL

TE

RN

AT

E

SE

CTI

ON

C-

C

AD

DE

D

OU

TSI

DE

OF

BO

RD

ER

SH

EE

T.

LENGTHS

DIAPHRAGM

CONTAINS

OF BORDER

CHART OUTSIDE

(STUB ABUT. ONLY)

MATERIALS I.M.`570

AT PLANT AS PER

SEAL END OF BEAM

INTERMEDIATE DIAPHRAGM STRUCTURAL STEEL - TOTAL (LBS.)

1`-`C15`x`33.9 = 33.9 LBS./FT.

RE

VISI

ON 04-13 -

CO

RR

EC

TE

D

TH

E 'D'

DI

ME

NSI

ON

S

LO

CA

TI

NG

TH

E

HO

LE

S I

N

TH

E

BE

AM

WE

B I

N

PA

RT

SE

CTI

ON

A-

A.

STANDARD SHEET 1036-1-BTBRE

VISI

ON 11-13 -

AD

DE

D

DE

TAIL F

OU

TSI

DE

OF

SH

EE

T

TO

BE

US

ED

WH

EN

SK

EW IS

GR

EA

TE

R

TH

AN 7

30'.

EN

GLIS

HB

EA

MS.D

GN - 1036-

BT

BR -

THIS

SH

EE

T IS

SU

ED 02-08.

SECTION C-C

VARIES

33 2

C15x33.9 DIAPHRAGM

LENGTH OF W10x45 AND

2

IN PLATE

4-1" HOLES

7

C15`x`33.9

W10`x`45 OR

HOLES IN

1"`x`1" SLOTTED

OF BENT {'s AND

HOLES IN 9" LEG

1"`x`2" SLOTTED

SECTION C-C

VARIES

33 2

C15x33.9 DIAPHRAGM


2

IN PLATE

4-1" HOLES

7

C15`x`33.9

W10`x`45 OR

HOLES IN

1"`x`1" SLOTTED

OF BENT {'s AND

HOLES IN 9" LEG

1"`x`2" SLOTTED

ONE BEAM CONNECTION (`DETAIL "D" AND/OR DETAIL "E"`)

ONE DIAPHRAGM

ONE DETAIL "D"

DIAPHRAGMS

NUMBER OF

LENGTH OF MEMBER

CONNECTIONS

NO. OF BEAM



WEIGHT

1`-`BACKING {`5`x``x`1'-1 = 7.1 LBS.

4`-`"`x`9 H.S. BOLTS WITH NUTS & WASHERS = 9.6 LBS.

2`-`BENT {`9`x`6`x``x`0'-5 = 21.3 LBS.




1`-`W14`x`38 = 38 LBS./FT.

1`-`C15`x`33.9 = 33.9 LBS./FT.

1`-`W10`x`45 = 45 LBS./FT.

4`-`{`6`x``x`1'-2 = 12.9 LBS.

2`-`{`6`x``x`1'-2 = 19.3 LBS.


18`-`" x 2" H.S.BOLTS WITH NUTS & WASHERS = 16.8 LBS.

ONE DETAIL "E"2`-`BENT {`9`x`6`x``x`0'-11 = 46.8 LBS.

2`-`BENT {`9`x`6`x``x`0'-5 = 21.3 LBS.

WEIGHT LBS.

STRUCTURAL STEEL


IS INCLUDED ON THE


ROADWAYS

THE TRAVELED

QTY. BOX FOR

IS 730' OR LESS

USE WHEN SKEW

ROADWAYS

THE NON-TRAVELED

QTY. BOX FOR

STEEL INTERM. DIAPHS. FOR "BTB" BEAM BRIDGES - SHT. 1 OF 2

SECTION C-C DETAIL.

DELETE NON-APPLICABLE

ONE DETAIL "G"

ONE DETAIL "F"1`-`BACKING {`5`x``x`1'-1 = 7.1 LBS.

4`-`BENT {`9`x`6`x``x`0'-11 = 93.6 LBS.

2`-`BENT {`9`x`6`x``x`0'-11 = 46.8 LBS.

EN

GLIS

HB

EA

MS.D

GN - 1036-1-

BT

B -

THIS

SH

EE

T IS

SU

ED 06-14. S

HE

ET 1

OF 2.

COUNTY




5/28/2014 11:24:30 AM tsorens W:\Highway\Bridge\NewStandards\June_2014_Release\EnglishBeams.dgn 1036-2-BTB 11x17_pdf.pltcfg

DETAIL D

DETAIL E

B

C C

| INTERIOR BEAM

B

6 9

ÌN BEAM WEB

~`1" HOLE

1

2

1

ÌN BEAM WEB

~`1" HOLE

W10x45 (`LEVEL`)

(TYP.)

" BOLT

| BEAM

` IN CONCRETE BEAMS.

ÀS TO MISS PRESTRESSED STRANDS

~`BOLT HOLES SHALL BE SPACED SO

C15`x`33.96 6

TWO AT EACH LOCATIONS

WASHERS. (TYP.)

AND 2 HARDENED

W/HEAVY HEX NUT,

" H.S. BOLT

WASHERS. (TYP.)

2 HARDENED

W/HEAVY HEX NUT,

" H.S. BOLT

{`5`x``x`1'-1

{ AND IN

6" LEG OF BENT

1" HOLES IN

W14x38 ( LEVEL`)

8 EQUAL SPACES, 18 BOLTS

SHIM { (`6`x``x`1'-2`) PROVIDE

9`x`6`x``x`0'-5 (TYP.)

2`-`BENT {

(TYP.)

9`x`6`x``x`0'-11

2`-`BENT {

HOLE DETAILS.

(TYP.) SEE SLOTTED

1`-`HARDENED WASHER

OD PLAIN WASHERS &

HEX NUT. 2`-`1"`x`2"

" H.S. BOLTS W/HEAVY

W10x45 AND C15x33.9.

SLOTTED HOLES IN

BENT {'s AND 1"`x`1"

HOLES IN 9" LEG OF

3`-`1"`x`2" SLOTTED

DETAIL F

DETAIL G

C C

| INTERIOR BEAM6 9

ÌN BEAM WEB

~`1" HOLE

1

2

1

ÌN BEAM WEB

~`1" HOLE

| BEAM




C15`x`33.9

C15x33.9

WASHERS. (TYP.)

AND 2 HARDENED

W/HEAVY HEX NUT,

" H.S. BOLTWASHERS. (TYP.)

2 HARDENED

W/HEAVY HEX NUT,

" H.S. BOLT

{`5`x``x`1'-1

BENT { AND IN

IN 6" LEG OF

2`-`1" HOLES

9`x`6`x``x`0'-11 (TYP.)

2`-`BENT {

(TYP.)

9`x`6`x``x`0'-11

2`-`BENT {

HOLE DETAILS.

(TYP.) SEE SLOTTED

1`-`HARDENED WASHER

WASHERS AND

2`-`1"`x`2" OD PLAIN

W/HEAVY HEX NUT.

C15x33.9. " H.S. BOLTS

SLOTTED HOLES IN

BENT {'s AND 1"`x`1"

HOLES IN 9" LEG OF

3`-`1"`x`2" SLOTTED

TOP OF DECK

AA

? BEAM SPACES AT ? = ?

DETAIL D

SEE

W10x45

W14x38

| WEB

| WEB

FOR BRIDGES SKEWED LESS THAN OR EQUAL TO 730'

FIT SKEW

BEND ANGLES TO

PART SECTION A-A PART SECTION A-A

FOR BRIDGES SKEWED GREATER THAN 730'

DIAPHRAGM

BEARINGS

BETWEEN

MIDPOINT

BEARINGS

BETWEEN

MIDPOINT

1" HOLES IN WEB

| BOLTS

1" HOLES IN WEB

*`DIAPHRAGM

`BEVELED ENDS TO MATCH THE SKEW.

*`NOTE: THE W`14`x`38 WILL REQUIRE

D

D/2

D/2

D/2

C15x33.9

C15x33.9

(TYP.)

{`5`x``x`1'-1

OVER TRAVELED ROADWAY SPANS

SECTION SHOWING INTERMEDIATE DIAPHRAGMS

STEEL INTERM. DIAPHS. FOR "BTB" BEAM BRIDGES - SHT. 2 OF 2 STANDARD SHEET 1036-2-BTB

BAY SPANS _____

TYPICAL EXTERIOR

BAY SPANS _____

TYPICAL EXTERIOR

AT EXTERIOR BAY OVER TRAVELED ROADWAY SPANS


AND WATERWAYS

AT EXTERIOR BAY OVER NON-TRAVELED ROADWAY SPANS


THE OUTSIDE BAYS OVER THE TRAVELED ROADWAY.

NOTE: W10x45 AND W14x38 SHALL BE INSTALLED ONLY IN

TYP.

W`14`x`38

SECTION B-B

(TYP.)

BOLT

"

W10`x`45

(TYP.)

{`6`x``x`1'-2

REQUIRED.

CONNECTION AS

FOR SHIM {

" BOLT

1

1

SLOTTED HOLE DETAILS

SLOTTED HOLES

VERTICAL

1" x 1"

"a"

DI

ME

NSI

ON

2

SLOTTED HOLES

HORIZONTAL

1" x 2"

"a"

DI

ME

NSI

ON

W10x45

NOTE: "a" DIMENSION MUST BE EQUAL.

3 1

9`x`6`x``x`0'-5

BENT {

22


3

C15x33.9

SLOTTED HOLES

HORIZONTAL

1" x 2"

SLOTTED HOLES

VERTICAL

1" x 1"

3

1

3

3

1(TYP.)

CLIP

DETAIL

BENT {3

5

9`x6`x``x`0'-11

BENT {

DETAIL F

SEE

DETAIL D OR F

DETAIL D OR F

PART SECTION A-A DETAIL.


SKEW GREATER THAN 730'.

SEE DETAIL F FOR BRIDGE

LESS THAN OR EQUAL TO 730'.

SEE DETAIL G FOR BRIDGE SKEW

DETAIL F


SEE DETAIL D OR F FOR BRIDGE


SEE DETAIL E FOR BRIDGE SKEW

OR F

DETAIL D

OR G

DETAIL E

EN

GLIS

HB

EA

MS.D

GN - 1036-2-

BT

B -

THIS

SH

EE

T IS

SU

ED 06-14. S

HE

ET 2

OF 2.

COUNTY




5/28/2014 11:24:28 AM tsorens W:\Highway\Bridge\NewStandards\June_2014_Release\EnglishBeams.dgn 1036-1-BTC 11x17_pdf.pltcfg


ONE DIAPHRAGM

ONE DETAIL "G"

ONE DETAIL "F"

DIAPHRAGMS

NUMBER OF

LENGTH OF MEMBER

CONNECTIONS

NO. OF BEAM


BULB TEE "C" BEAM INTERMEDIATE

BOLT HOLE LOCATIONS


( 731' TO 30 SKEW )

( 0 TO 730' SKEW )

1'-

8

9

1'-

8

9


ALL SKEWS ALL SKEWS



FIXED PIER

EXPANSION PIER

1'-

9


3

3

3

3

5

5

5

5

5 5

55

4

4

WEIGHT

NOTES:















2`-`"`x`9" H.S. BOLTS WITH NUTS & WASHERS = 4.8 LBS.


LENGTHS

DIAPHRAGM

CONTAINS

OF BORDER

CHART OUTSIDE

AND WASHERS SHALL BE GALVANIZED.

ALL DIAPHRAGM MATERIALS, INCLUDING BOLTS, NUTS

PRICE BID FOR STRUCTURAL STEEL.

INTERMEDIATE DIAPHRAGMS SHALL BE INCLUDED IN THE

1`-`BENT {`9`x`6`x``x`1'-1 = 28.5 LBS.

1`-`BACKING {`6`x``x`1'-1 = 8.5 LBS.

2`-`BENT {`9`x`6`x``x`1'-1 = 57.0 LBS.

(STUB ABUT. ONLY)

MATERIALS I.M.`570

AT PLANT AS PER

SEAL END OF BEAM


1`-`C15`x`33.9 = 33.9 LBS./FT.


ONE DIAPHRAGM

ONE DETAIL "E"

ONE DETAIL "D"

DIAPHRAGMS

NUMBER OF

LENGTH OF MEMBER

CONNECTIONS

NO. OF BEAM


BULB TEE "C" BEAM INTERMEDIATE

WEIGHT



1`-`BENT {`9`x`6`x``x`1'-1 = 28.5 LBS.

1`-`BACKING {`6`x``x`1'-1 = 8.5 LBS.

2`-`BENT {`9`x`6`x``x`1'-1 = 57.0 LBS.


1`-`W14`x`38 = 38 LBS./FT.

1`-`C15`x`33.9 = 33.9 LBS./FT.

1`-`W18`x`50 = 50 LBS./FT.

4`-`{`6`x``x`1'-2 = 12.9 LBS.

2`-`{`6`x``x`1'-2 = 19.3 LBS.


18`-`" x 2" H.S.BOLTS WITH NUTS & WASHERS = 19.5 LBS. 730' OR LESS

WHEN SKEW IS

STEEL INTERM. DIAPHS. FOR "BTC" BEAM BRIDGES - SHT. 1 OF 2 STANDARD SHEET 1036-1-BTC

ROADWAYS

THE TRAVELED

QTY. BOX FOR

ROADWAYS

THE NON-TRAVELED

QTY. BOX FOR

SECTION C-C DETAIL.


WEIGHT LBS.

STRUCTURAL STEEL


IS INCLUDED ON THE


SECTION C-C

VARIES

3

2


C15x33.9 DIAPHRAGM

3

{`6`x``x`1'-1

2`-`1" HOLES IN

OR C15`x`33.9

HOLES IN W18`x`50

1"`x`1" SLOTTED

OF BENT {'s AND

HOLES IN 9" LEG

1"`x`2" SLOTTED

SECTION C-C

VARIES

3

2

3

{`6`x``x`1'-1

2`-`1" HOLES IN

LENGTH OF W18x50 ANDC15x33.9 DIAPHRAGM

OR C15`x`33.9

HOLES IN W18`x`50

1"`x`1" SLOTTED

OF BENT {'s AND

HOLES IN 9" LEG

1"`x`2" SLOTTED

EN

GLIS

HB

EA

MS.D

GN - 1036-1-

BT

C -

THIS

SH

EE

T IS

SU

ED 06-14. S

HE

ET 1

OF 2.

COUNTY




5/28/2014 11:24:31 AM tsorens W:\Highway\Bridge\NewStandards\June_2014_Release\EnglishBeams.dgn 1036-2-BTC 11x17_pdf.pltcfg


D/2

D/2

D

| WEB

D/2

| BOLT

TOP OF DECK

AA

DETAIL D| WEB


FIT SKEW

BEND ANGLES TO

PART SECTION A-A


DETAIL E

B

C C

| INTERIOR BEAM

B

DETAIL D

SEE

PART SECTION A-A FOR BRIDGES SKEWED GREATER THAN 730'

DIAPHRAGM

1" HOLE IN WEB 1" HOLE IN WEB

6 9

ÌN BEAM WEB

~`1" HOLE

29

2

ÌN BEAM WEB

~`1" HOLE

W18x50 (`LEVEL`)

C15`x`33.9

(TYP.)

" BOLT

W18x50

W14x38

| BEAM

BEARINGS

BETWEEN

MIDPOINT

BEARINGS

BETWEEN

MIDPOINT




6" 6"8 EQUAL SPACES, 18 BOLTS

WASHERS. (TYP.)

AND 2 HARDENED

W/HEAVY HEX NUT,

" H.S. BOLT

WASHERS. (TYP.)

AND 2 HARDENED

W/HEAVY HEX NUT,

" H.S. BOLT

*`DIAPHRAGM

W14x38 ( LEVEL`)

TWO AT EACH LOCATIONS.

SHIM { (`6`x``x`1'-2`) PROVIDE

(TYP.)

9`x`6`x``x`1'-1

BENT {

{`6`x``x`1'-1

BENT { AND IN

IN 6" LEG OF

1" HOLES (TYP.)

9`x`6`x``x`1'-1

BENT {

BEVELED ENDS TO MATCH THE SKEW.

*`NOTE: THE W14`x`38 WILL REQUIRE

22

3

@ 3


SLOTTED HOLES

HORIZONTAL

1" x 2"

SLOTTED HOLES

VERTICAL

1" x 1"

C15`x`33.9

9`x`6`x``x`1'-1

BENT {

3

1

HOLE DETAILS.

(TYP.). SEE SLOTTED

HARDENED WASHER

WASHERS AND ONE

2`-`1"`x`2"ÒD PLAIN

BOLTS W/HEAVY HEX NUT.

OR W18x50. " H.S.

HOLES IN C15x33.9

1"`x`1" SLOTTED

OF BENT { AND

HOLES IN 9" LEG

4`-`1"`x`2" SLOTTED

C15x33.9

C15x33.9

(TYP.)

{`6`x``x`1'-1

DETAIL F

DETAIL G

C C

| INTERIOR BEAM

`BEAMS.

`STRANDS IN CONCRETE

`TO MISS PRESTRESSED

`BE SPACED SO AS

~`BOLT HOLES SHALL

C15x33.9

C15x33.9

22

ÌN BEAM WEB

~`1" HOLE

ÌN BEAM WEB

~`1" HOLE

6 9

9

| BEAM WASHERS. (TYP.)

AND 2 HARDENED

W/HEAVY HEX NUT,

" H.S. BOLT

WASHERS. (TYP.)

AND 2 HARDENED

W/HEAVY HEX NUT,

" H.S. BOLT

{`6`x``x`1'-1

BENT { AND IN

IN 6" LEG OF

1" HOLES(TYP.)

9`x`6`x``x`1'-1

BENT {

HOLE DETAILS.

(TYP.). SEE SLOTTED

HARDENED WASHER

WASHERS AND ONE

2`-`1"`x`2"ÒD PLAIN

W/HEAVY HEX NUT.

" H.S. BOLTS

HOLES IN C15x33.9.

1"`x`1" SLOTTED

OF BENT { AND

HOLES IN 9" LEG

4`-`1"`x`2" SLOTTED



STANDARD SHEET 1036-2-BTCSTEEL INTERM. DIAPHS. FOR "BTC" BEAM BRIDGES - SHT. 2 OF 2

BAY SPANS _____

TYPICAL EXTERIOR

BAY SPANS _____

TYPICAL EXTERIOR

DETAIL F

SEE

DETAIL D OR F

OR F

DETAIL D

DETAIL E OR G

DETAIL D OR F

AT EXTERIOR BAY OVER TRAVELED ROADWAY SPANS


AND WATERWAYS

AT EXTERIOR BAY OVER NON-TRAVELED ROADWAY SPANS


THE OUTSIDE BAYS OVER THE TRAVELED ROADWAY.

NOTE: W18x50 AND W14x38 SHALL BE INSTALLED ONLY IN

TYP.

W`14`x`38

SECTION B-B

W`18`x`50

(TYP.)

BOLT

"

REQUIRED.

CONNECTION AS

FOR SHIM {

" BOLT

(TYP.)

{`6`X``x`1'-2`

22

3

@ 3


SLOTTED HOLES

HORIZONTAL

1" x 2"

SLOTTED HOLES

VERTICAL

1" x 1

"a"

DI

ME

NSI

ON

"a"

DI

ME

NSI

ON

MUST BE EQUAL.

NOTE: "a" DIMENSION

3

1

W18x509`x`6`x``x`1'-1

BENT {


SEE DETAIL F FOR BRIDGE


SEE DETAIL G FOR BRIDGE SKEW

DETAIL F


SEE DETAIL D OR F FOR BRIDGE


SEE DETAIL E FOR BRIDGE SKEW

EN

GLIS

HB

EA

MS.D

GN - 1036-2-

BT

C -

THIS

SH

EE

T IS

SU

ED 06-14. S

HE

ET 2

OF 2.

COUNTY




5/28/2014 11:24:28 AM tsorens W:\Highway\Bridge\NewStandards\June_2014_Release\EnglishBeams.dgn 1036-1-BTD 11x17_pdf.pltcfg




FIXED PIER

EXPANSION PIER

3

3

5 5

5 5

55

4

4

BOLT HOLE LOCATIONS


ALL SKEWS ALL SKEWS

1'-

9


3

3

5

5


ONE DIAPHRAGM

ONE DETAIL "G"

ONE DETAIL "F"

DIAPHRAGMS

NUMBER OF

LENGTH OF MEMBER

CONNECTIONS

NO. OF BEAM


BULB TEE "D" BEAM INTERMEDIATE

WEIGHT


NOTES:















AND WASHERS SHALL BE GALVANIZED.

ALL DIAPHRAGM MATERIALS, INCLUDING BOLTS, NUTS

PRICE BID FOR STRUCTURAL STEEL.

INTERMEDIATE DIAPHRAGMS SHALL BE INCLUDED IN THE

BORDER SHEET.

ARE OUTSIDE OF

BEAM EXAMPLES

LENGTHS

DIAPHRAGM

CONTAINS

OF BORDER

CHART OUTSIDE

2`-`BENT {`9`x`6`x``x`1'-1 = 57.0 LBS.

1`-`BACKING {`6`x``x`1'-1 = 8.5 LBS.

1`-`BENT {`9`x`6`x``x`1'-1 = 28.5 LBS.

(STUB ABUT. ONLY)

MATERIALS I.M.`570

AT PLANT AS PER

SEAL END OF BEAM



ONE DIAPHRAGM

ONE DETAIL "E"

ONE DETAIL "D"

DIAPHRAGMS

NUMBER OF

LENGTH OF MEMBER

CONNECTIONS

NO. OF BEAM


BULB TEE "D" BEAM INTERMEDIATE

WEIGHT

18`-`" x 2" H.S.BOLTS WITH NUTS & WASHERS = 19.5 LBS.



2`-`BENT {`9`x`6`x``x`1'-1 = 57.0 LBS.

1`-`BACKING {`6`x``x`1'-1 = 8.5 LBS.

1`-`BENT {`9`x`6`x``x`1'-1 = 28.5 LBS.


4`-`{`6`x``x`1'-2 = 12.9 LBS.

1`-`W18`x`50 = 50 LBS./FT.

1`-`C15`x`33.9 = 33.9 LBS./FT.

1`-`W14`x`38 = 38 LBS./FT.


2`-`{`6```x`1'-2 = 19.3 LBS.

ROADWAYS

THE TRAVELED

QTY. BOX FOR

SECTION C-C DETAIL.


WEIGHT LBS.

STRUCTURAL STEEL


IS INCLUDED ON THE


ROADWAYS

THE NON-TRAVELED

QTY. BOX FOR

730' OR LESS

WHEN SKEW IS

STEEL INTERM. DIAPHS. FOR "BTD" BEAM BRIDGES - SHT. 1 OF 2 STANDARD SHEET 1036-1-BTD


1`-`C15`x`33.9 = 33.9 LBS./FT.

SECTION C-C

VARIES

33 2

{`6`x``x`1'-1

2`-`1" HOLES IN

OR C15`x`33.9

HOLES IN W18`x`50

1"`x`1" SLOTTED

OF BENT {'s AND

HOLES IN 9" LEG

1"`x`2" SLOTTED

LENGTH OF W`18`x`50 AND

C15`x`33.9 DIAPHRAGM

SECTION C-C

VARIES

33 2

{`6`x``x`1'-1

2`-`1" HOLES IN

OR C15`x`33.9

HOLES IN W18`x`50

1"`x`1" SLOTTED

OF BENT {'s AND

HOLES IN 9" LEG

1"`x`2" SLOTTED

LENGTH OF W18x50 ANDC15x33.9 DIAPHRAGM

EN

GLIS

HB

EA

MS.D

GN - 1036-1-

BT

D -

THIS

SH

EE

T IS

SU

ED 06-14. S

HE

ET 1

OF 2.

COUNTY




5/28/2014 11:24:32 AM tsorens W:\Highway\Bridge\NewStandards\June_2014_Release\EnglishBeams.dgn 1036-2-BTD 11x17_pdf.pltcfg


TOP OF DECK

AA

DETAIL D


DETAIL EB

C C

| INTERIOR BEAM

BDETAIL D

SEE

D/2

D/2

D

| WEB

D/2

| BOLT

| WEB


FIT SKEW

BEND ANGLES TO

PART SECTION A-A PART SECTION A-A FOR BRIDGES SKEWED GREATER THAN 730'

DIAPHRAGM

1" HOLE IN WEB 1" HOLE IN WEB

W18x50

W14x38

ÌN BEAM WEB

~`1" HOLE

TWO AT EACH LOCATIONS.

SHIM { (`"`) PROVIDE

ÌN BEAM WEB

~`1" HOLE

W18x50 (`LEVEL`)

(TYP.)

" BOLT

C15`x`33.9

29

2

6 9

| BEAM

ÌN CONCRETE BEAMS.



8 EQUAL SPACES, 18 BOLTS6" 6"

WASHERS. (TYP.)

AND 2 HARDENED

W/HEAVY HEX NUT,

" H.S. BOLT

WASHERS. (TYP.)

AND 2 HARDENED

W/HEAVY HEX NUT,

" H.S. BOLT

*`DIAPHRAGM

HOLE LOCATIONS

DIAPHRAGM BOLT

SEE INTERMEDIATEHOLE LOCATIONS

DIAPHRAGM BOLT

SEE INTERMEDIATE

`BEVELED ENDS TO MATCH THE SKEW.

*`NOTE: THE W14`x`38 WILL REQUIRE

(TYP.)

9`x`6`x``x`1'-1

BENT {

(TYP.)

9`x`6`x``x`1'-1

BENT {

W14x38 ( LEVEL`)

{`6`x``x`1'-1

BENT { AND IN

IN 6" LEG OF

1" HOLES

HOLE DETAILS.

(TYP.). SEE SLOTTED

HARDENED WASHER

WASHERS AND ONE

2`-`1"`x`2"Ò.D. PLAIN

BOLTS W/HEAVY HEX NUT.

OR W18x50. " H.S.

HOLES IN C15x33.9

1"`x`1" SLOTTED

OF BENT { AND

HOLES IN 9" LEG

4`-`1"`x`2" SLOTTED



DETAIL F

C C

| INTERIOR BEAM

`BEAMS.

`STRANDS IN CONCRETE

`TO MISS PRESTRESSED

`BE SPACED SO AS

~`BOL

Date post:	23-Aug-2018
Category:	Documents
Upload:	doanthu
View:	257 times
Download:	0 times

INDEX OF BEAM STANDARDS INDEX OF BEAM STANDARDS … · index of beam standards index of beam...

Documents