JOB PIECE NO.

Design

Detail

Check

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

Engr.:

Squad:

BRIDGE COUNTY

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION

(04)

1/17

27906

TEE

DAN

CHOCTAW"A"

B016

F2 #4 AND F3 #4

13'-1"! BEAM ! BEAM

B

B

(DIMENSIONS ARE ALONG ! DIAPHRAGM)

PLAN OF END DIAPHRAGM

"211'-6 "2

11'-6

(TYP.)

1'-2"

EPH #4

SEE STANDARDS EJ-SK & EJ-DTL

FOR DETAILS OF EXPANSION JOINT

EPH #4

11"

(DIMENSIONS ARE ALONG ! BEAM)

EXPANSION JOINT

DETAIL AT PIER

SL

AB

8"

CL."

212

BETWEEN BEAMS

DETAIL AT ABUTMENT

(DIMENSIONS ARE ALONG ! BEAM)

AS #4 AH2 #4 4-AD1 #6

"16156"8

310

Cl.

2"

CL."

212

SL

AB

8"

SL

AB

APP

RO

AC

H

1'-1"

SL

AB

8"

AS #4 AH1 #4 4-AD1 #6

SL

AB

APP

RO

AC

H

1'-1"

Cl.

2"

"8310 "16

156

OUTSIDE OF BEAMS

DETAIL AT ABUTMENT

CL."

212

(DIMENSIONS ARE ALONG ! BEAM)

DETAIL "A"

FACE OF BEAM WEB

" THICK X 4" X 4"41

PLATE WASHER

WITH HEAVY HEX NUT

" DIAMETER BOLT411

HO

LE

2"

"43

3"

PAINT (MINIMUM 150 MICRONS) AFTER ASSEMBLY.

AND HEX NUTS WITH TWO (2) COATS OF ZINC-RICH

PAINT EXPOSED DIAPHRAGM BOLTS, PLATE WASHERSNOTE:

FACE OF BEAM WEB

(SEE "BEVELED SPACER")

BEVELED SPACER

WITH HEAVY HEX NUT

" DIAMETER BOLT411

" THICK X 4" X 4"41

PLATE WASHER

MIN.

"43

MIN.

4"

HO

LE

2"

DETAIL "B"

PAINT (MINIMUM 150 MICRONS) AFTER ASSEMBLY.

AND HEX NUTS WITH TWO (2) COATS OF ZINC-RICH

PAINT EXPOSED DIAPHRAGM BOLTS, PLATE WASHERSNOTE:

BEVELED SPACER

NOTE: EXTRA STRONG PIPE SLEEVE MATERIAL

DIA

ME

TE

R

INSID

E

"21 1

"21

"851

DIA

ME

TE

R

OU

TSID

E

2"

5"AS #4 x 5'-0"

2'-1"

10"

2'-1"

(TYP.)

135°

8"

6"9

"

8"

6"

8"

9"

6"

8"

8"

"21

5

"21

5

8"

5"

8"

4"

8"

AH1 #4 x 3'-1" AH2 #4 x 5'-7"

FPH #4 x 7'-3" EPH #4 x 4'-3"

CONSTRUCTION REFERENCE LINE

END DIAPHRAGMS

DIAPHRAGMS

INTERMEDIATE

END DIAPHRAGMS

! BEAMS

(TYPICAL)

"413'-3

(TYPICAL FOR EACH SPAN)

DIAPHRAGM LAYOUT

SH-109 OVER HORSE CREEK

(SHEET 3 OF 3)

SUPERSTRUCTURE DETAILS

HENSLEY

DEFRANCO

11'-4"

8" 8"

A

A

INTERMEDIATE DIAPHRAGM

(DIMENSIONS ARE ALONG ! BEAM)

! DIA

PH

RA

GM B

OLT

(2 EACH SIDE OF JOINT)

4-AD1 #6

END DIAPHRAGM AT FIXED PIER

(DIMENSIONS ARE ALONG ! BEAM)

! DIA

PH

RA

GM B

OLT

END DIAPHRAGM AT ABUTMENT AND EXPANSION PIER

(DIMENSIONS ARE ALONG L BEAM)

4-AD1 #6 (OVER ABUTMENT)

1'-0"

! DIA

PH

RA

GM B

OLT

FPH #4 4-AD1 #6

11"

FIXED JOINT

DETAIL AT PIERS

LA

B

8"

CL."

212

(DIMENSIONS ARE ALONG ! BEAM)

SECTION A-A

1"

2'-1"

3"

"214 "2

14BOLT

DIAPHRAGM

6"

"21

4

9"

"21

4

SECTION B-B

HO

LE

! B

OLT

SL

AB

8"

RO

1/17

4/16

3'-0"

5'-0"2'-2"

U2

U1

U3

U4

1'-5

"

2'-3"

1'-9

"

2'-6"

U4 #4 x 6'-3"

U3 #4 x 4'-9"

U2 #4 x 5'-9"

U1 #4 x 4'-1"

2'-3"

SP

AN N

O. 1

AN

D 3

SP

AN N

O. 2

1'-1

1"

2'-6"

2'-0"

U4 #4 (SPAN NO. 2)

U2 #4 (SPAN NO. 1 AND 3)

4 - F5 (SPAN NO. 2)

4 - F2 #4 (SPAN NO. 1 & 3)

2 - F6 #4 (SPAN NO. 2)

2 - F3 #4 (SPAN NO. 1 & 3)

SP

AN N

O. 2

SP

AN N

O. 1

& 3

1'-9

"

U3 #4 (SPAN NO. 2)

U1 #4 (SPAN NO. 1 & 3)

6 - F

4 #

4 (SP

AN N

O. 2)

6 - F

1 #4 (SP

AN

S N

O. 1

& 3)

2 - F5 #4 (SPAN NO. 2)

2 - F2 #4 (SPAN NO. 1 & 3)

2 - F5 #4 (SPAN NO. 2)

2 - F2 #4 (SPAN NO. 1 & 3)

2 - F5 #4 (SPAN NO. 2)

2 - F2 #4 (SPAN NO. 1 & 3)

2 - F5 #4 (SPAN NO. 2)

2 - F2 #4 (SPAN NO. 1 & 3)

3'-0"

2'-5"

SP

AN N

O. 1

& 3

SP

AN N

O. 2

EACH SIDE OF EXPANSION JOINT

85 - EPH #4 @ 6"

(OVER ABUTMENT)

19 - AH2 #4 EQUALLY SPACED

(OVER ABUTMENT)

7 - AH1 #4 @ 6"

2 - F6 #4 (SPAN NO. 2)

2 - F3 #4 (SPAN NO. 1 & 3)

4 - F5 #4 (SPAN NO. 2)

4 - F2 #4 (SPAN NO. 1 & 3)

2 - F6 #4 (SPAN NO. 2)

2 - F3 #4 (SPAN NO. 1 & 3)

4 - F5 #4 (SPAN NO. 2)

4 - F2 #4 (SPAN NO. 1 & 3)

3'-0"

2'-5"

SP

AN N

O. 1

& 3

SP

AN N

O. 2

NO. 1

& 3

SP

AN

NO. 2

SP

AN

1'-8

"

1'-6

"

6 - F4 #4 (SPAN NO. 2)

6 - F1 #4 (SPAN NO. 1 & 3)

11 - U3 #4 EQUALLY SPACED = 10'-0" (SPAN NO. 2)

11 - U1 #4 EQUALLY SPACED = 10'-0" (SPAN NO. 1 & 3)

11 - U4 #4 AT 12" CTRS. = 10'-0" (SPAN NO. 2)

11 - U2 #4 AT 12" CTRS. = 10'-0" (SPAN NO. 1 & 3)

73-FPH #4 @ 6"

2-AD1 #6