(TYPICAL)

HP 12 X 53

21

4

S1

2

52

10

6

8 #4

#5

#9

#4

#4

#5

#5

STR

STR 43'-6"

STR 43'-6"

BNT 5'-9"

BNT 3'-4"

BNT

WT1 BNT 8'-2"

TY

PIC

AL

PIL

E E

NC

AS

EM

EN

T

TY

PIC

AL

PIL

E P

ROJE

CTIO

N

WT2 6 #5 BNT

SPACING

PEDESTAL

PILE SPACING

HP 12X53

43'-6"

1 1/2" X 5 1/2" X 42'-4"

KEYED CONSTRUCTION JOINT(TYPICAL)

PLACE IN WING CENTER

1 1/2" X 3 1/2" X 9'-3"

KEYED CONSTRUCTION JOINT

EQUALLY SPACED

5- P1 BARS

EQUALLY SPACED

4- P2 BARS

STATION 105+09.91

ABUTMENT NO. 1

TYPICAL

TYP TYP

TYP TYP

! PILES

! BEARING BH1

BH2

BH3

BH4

THE PILE WEB IS PER PERPENDICULAR WITH THE FACE OF THE BRIDGE SEAT.

NOTE: THE ABUTMENT PILES SHALL BE ORIENTED SUCH THAT THE FACE OF

SC

20 #4 BNT 5'-8"

16 #4 BNT 7'-0"

P1

P2

! ABUTMENT

10 #5WT3 BNT 16'-8"

WT4 20 #5 BNT 10'-8"

8'-8" AVG. 5'-8" TO 11'-8"

ELEVATION = 986.49

ABUTMENT NO. 1

B

A

986.89

986.662"

12'-11"

43

43

#5

#4

STR

STR

4 #5 STR 9'-1"

BV1

BV2

BV3

4 #4 STRBV4 9'-1"

! SURVEY

4 - BH2 #5 (BACK FACE)

4 - BH1 #4 (FRONT FACE)

(BACK FACE)

2 - BH2 #5

(FRONT FACE)

2 - BH1 #4

! ABUTMENT

SYMMETRICAL ABOUT

SHEET NO. B010

FOR ADDITIONAL DETAILS, SEE DETAILS OF WINGS,

ABUTMENT SEAT AND BACKWALL CONCRETE.

REINFORCING BEFORE PLACING

ABUTMENT SEAT AND BACKWALL

PLACE ALL WT WING REINFORCING TIED TO

! ABUTMENT

8'-3" AVG

8'-3" AVG

8'-1" TO 8'-5"

8'-1" TO 8'-5"

! BRIDGE

TYPICAL EACH PEDESTAL

" ANCHOR BOLTS211

"434

(TOP AND BOTTOM)

5 - BH3 #9

(EACH FACE)

BH1 #4

43 - BV2 #4 AT 12" CENTERS (FRONT FACE OF BACKWALL)

AT 6" CENTERS

10 - WT4 #5

AT 6" CENTERS

5 - WT3 #5

AT 6" CENTERS

3 - WT2 #5

WT1 #5

TYPICAL

(FRONT FACE)

2 - BV4 #4

(BACK FACE)

2 - BV3 #5

2 - SC #4

(ADJUST SPACING TO CLEAR PILES)

WP1 #4

WT #5

WORKING POINT

TOP OF BRIDGE SEAT

ELEVATION

ABUTMENT 1HEIGHTMARK

PEDESTAL SCHEDULE

MARK SIZENO. FORM LENGTH VARIATION

N89°2

8'0

8.0

0"E

! S

UR

VE

Y/ ! S.H. - 86

! PILE

AB B

A

20'-11"1'-0"

4'-0"

21'-11"21'-11"

43'-10"

19'-3"

3'-0"

20'-11"20'-11"

4'-11"11'-4"5'-8"5'-8"11'-4"4'-11"

3'-0"

2"

90°

4'-4"

20'-11"

2"

2'-2"2'-2"

2'-0"

"831'-4"8

31'-4

"16

113'-11

2'-6"

2'-0"

"8

53'-11

2'-6"

2'-0"

1'-0"

6'-9" 6'-9" 6'-9" 1'-8"6'-9" 6'-9" 6'-9"

1'-6

"

1'-2"

1'-0"

1'-4"

1'-2"

1'-0"

43 - BV1 #5 AT 12" CENTERS (BACK FACE OF BACKWALL)

"8

54'-4

52 - S1 #5 AT EQUALLY SPACES

1'-1"

1'-1"

1'-8"

2"

1'-4"

ELEVATION

PLAN

! PILE

(TYP)

(OVER PILES)

3 - BH4 #4

10"

6"

4"

1'-0

"

CLSM BACKFILL

WATER REPELLENT (VISUALLY INSPECTED) S.Y.

PILES, FURNISHED (HP 10 X 42)

PILES, DRIVEN (HP 10 X 42)

SUBSTRUCTURE EXCAVATION COMMON

CLASS A CONCRETE

EPOXY COATED REINFORCING STEEL

6" PERFORATED PIPE UNDERDRAIN ROUND

6" NON-PERF. PIPE UNDERDRAIN ROUND

C.Y.

C.Y.

C.Y.

LB.

L.F.

L.F.

L.F.

L.F.

90.00

39.50

61.00

PILES, FURNISHED (HP 12 X 53)

PILES, DRIVEN (HP 12 X 53)

L.F.

L.F.

42.00

28.00

49.00

ITEM UNIT

5,430.00

TOTAL

(INCLUDES WINGS)

ABUTMENT QUANTITIES

NO. 2

ABUTMENT

NO. 1

ABUTMENT

90.00

39.40

55.00

42.00

38.00

48.00

5,420.00

180.00

116.00

78.90

10,850.00

84.00

66.00

97.00

46.00 46.00 92.00

46.00 46.00 92.00

140.00 140.00

140.00 140.00

280.00

280.00

(04)

KT

12/15

7/13

9/13

26421

JCH

TT

"A"

SH-86 OVER COW CREEK

(SHEET 1 OF 3)

DETAILS OF ABUTMENTS

NOBLE

PEARSON

HERNANDEZ

EPOXY COATED REINFORCING

ABUTMENT NO. 1 BAR LIST

B007

DETAILS OF ABUTMENTS, SHEET NO. B009

BAR BENDS NOT SHOWN, SEE SHEET:

TYPICAL SECTION THRU BRIDGE SEAT AND

FOR WATER REPELLENT TREATMENT DETAILS,

JOB PIECE NO.

Design

Detail

Check

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

Engr.:

Squad:

BRIDGE COUNTY

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION

Ø REVISED QUANTITIES 10/12/16

Ø