(04)

CJO

9/15

8/15

6/15

27912

TEE

DPG

"A"

B018JOB PIECE NO.

Design

Detail

Check

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

Engr.:

Squad:

BRIDGE COUNTY

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORATION

SH-78 OVER CHUCKWA CREEK

(SHEET 1 OF 3)

SUPERSTRUCTURE DETAILS

BRYAN

HENSLEY

DEFRANCO

1'-1" 20'-0"

42'-2"

40'-0" CLEAR ROADWAY

43-ET #4 AT 12" CTRS. (TOP OF SLAB)

20'-0" 1'-1"

BETWEEN A BARS )

AC #4 (1 EQUALLY SPACED

SEE STD. TR4-2

CONCRETE TRAFFIC RAIL

FOR SPACING

SEE "GENERAL PLAN AND ELEVATION"

SR BARS

2.0% SLOPE

8"

SL

AB

ABOUT !

SYMMETRICAL

SHARP EDGES.

! TO AVOID

EACH SIDE OF

ROUNDED 2'-0"

4'-0"

(SEE PLAN AND PROFILE SHEETS)

FINISH GRADE LINE

CL."

212

@ 8" CTRS.

A1 OR A2 #6

2.0% SLOPE

CL.

1"

@ 8" CTRS.

B1 OR B2 #5

CL.

2"

1'-10" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6"5'-6" 5'-6" 1'-10"

CL.

2"43-EB #5 AT 12" CTRS. (BOTTOM OF SLAB)

BEAM SPACING

TO MAINTAIN MINIMUM CLEARANCE

ROTATE HOOKS ON TRANSVERSE BARS

SEE STANDARDS EJ-SK AND EJ-DTL

FOR "DETAILS OF EXPANSION JOINT"

CONSTRUCTION JOINT

SAWED AND SEALED

6" 6"

CONSTRUCTION JOINT

SAWED AND SEALED

SEE STANDARDS EJ-SK AND EJ-DTL

FOR "DETAILS OF EXPANSION JOINT"

FIXED

DIAPHRAGMS (TYPICAL)

INTERMEDIATE

! BEARING8Æ"7"

OF BACK WALL

FRONT FACE

END OF BEAM (TYPICAL)

END DIAPHRAGMS

! BEARING 7" 7" ! BEARING

END OF BEAM2"

END OF BEAM 2"

! PIER

EXP. FIXED

DIAPHRAGMS (TYPICAL)

INTERMEDIATE

(TYPICAL)

END DIAPHRAGMS

EXP. EXP.

! BEARING 7" 7" ! BEARING

END OF BEAM2"

END OF BEAM 2"

! PIER

DIAPHRAGMS (TYPICAL)

INTERMEDIATE

(TYPICAL)

END DIAPHRAGMS

! BEARING

END OF BEAM

7"8Æ"

OF BACK WALL

FRONT FACE

FIXED

NOTE: ALL DIMENSIONS ARE ALONG THE ! BEAM.

BOTTOM OF BEARING ASSEMBLY AT ! BEARING.

DIMENSION IS FROM TOP OF DECK SLAB TO

3'-1¿

"

3'-1¿

"

3'-1¿

"

3'-1¿

"

3'-1¿

"

3'-1¿

"

A1

A2

AC

AH1

AH2

AS

AT

B1

B2

BT1

BT2

EB1

EB2

EPH1

EPH2

ET1

ET2

PT1

PT2

SR1 480

16

28

43

86

16

140

43

86

14

2

198

83

2

86

70

24

#5

#4

#4

#4

#4

#4

#4

#5

#5

#4

#5

#5

#5

#6

#4

#4

#4 BNT.

BNT.

BNT.

BNT.

STR.

STR.

BNT.

STR.

STR.

STR.

BNT.

BNT.

STR.

STR.

STR.

STR.

BNT. 4'-1"

1'-1"

5'-1"

39'-7"

40'-9"

3'-7"

3'-8"

39'-7"

40'-9"

5'-1"

47'-10"

20'-10" AVG.

41'-10"

47'-10"

5'-0"

4'-1"

1'-4"

2'-4" TO 39'-4"

346

198

83 #6

#6

#4 BNT.

BNT.

BNT. 43'-2"

21'-6" AVG.

5'-6"

3'-0" TO 40'-0"

SAW-CUT GROOVING

SEALED EXPANSION JOINT

STRUCTURAL STEEL

STAINLESS STEEL FIXED BEARING ASSEMBLY

STAINLESS STEEL EXPANSION BEARING ASSEMBLY

CLASS AA CONCRETE

EPOXY COATED REINFORCING STEEL

WATER REPELLENT (VISUALLY INSPECTED)

S.Y.

L.F.

L.F.

LB.

E.A.

E.A.

C.Y.

L.B.

S.Y.

MARK NO. SIZE FORM LENGTH VARIANCE

EPOXY COATED

ITEM UNIT TOTAL

SURFACE TREATMENT

WATER REPELLENT

HALF SECTION AT END DIAPHRAGMTYPICAL SECTION

HALF SECTION AT INTERMEDIATE DIAPHRAGM

SUPERSTRUCTURE BAR LIST

SUPERSTRUCTURE QUANTITIES

REFERENCE LINE

CONSTRUCTION

LONGITUDINAL SECTION

Ñ

Ñ Ñ Ñ Ñ Ñ Ñ

(SPAN NO. 1)

41'-0Á"

(SPAN NO. 2)

40'-0"

(SPAN NO. 3)

41'-0Á"

REPELLENT SURFACE TREATMENT.

WITH A PENETRATING WATER

HEAVY LINES SHALL BE TREATED

SURFACE INDICATED WITH

TRAFFIC RAIL WITH OPENINGS

INSIDE FACE OF POSTS ON

APPLY WATER REPELLENT TO

(TYPICAL EACH SIDE)

2" FROM END OF SLAB

" DRIP BEAD21

472.90

98.48

244.20CONCRETE RAIL(TR-4)

91,900.00

24.00

24.00

132.20

33,210.00

180.00

8"