1
27912 JOB PIECE NO. Design Detail Check SHEET NO. REVISIONS REV. NO. DESCRIPTION DATE Engr.: Squad: BRIDGE COUNTY OKLAHOMA STATE OF DEPARTMENT OF TRANSPORATION BRYAN (04) CJO 9/15 8/15 6/15 SH-78 OVER CHUCKWA CREEK TEE DPG (SHEET 3 OF 4) ABUTMENT NO. 2 DETAILS "A" HENSLEY DEFRANCO B011 27912 ABUTMENT SEAT AND BACKWALL MUST BE IN PLACE PRIOR TO POURING ABUTMENT SEAT AND BACKWALL REINFORCING ALL WT WING REINFORCING TIED TO 5 - P3 #4 EQUALLY SPACED 4 - P4 #4 EQUALLY SPACED ! PEDESTAL 5 - P1 #4 EQUALLY SPACED 4 - P2 #4 EQUALLY SPACED ! PEDESTAL NOT BE SUBSTITUTED FOR THE CONCRETE ROLLERS. SLAB BOLSTERS, HIGH CHAIRS, AND PLASTIC ROLLERS SHALL MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 P.S.I. NOTE: CONCRETE USED IN THE CONCRETE ROLLERS SHALL HAVE A THE LENGTH OF THE CAGE. AT ONE-FIFTH POINTS ALONG CONCRETE ROLLERS LOCATED REINFORCING SPIRAL ROLLER PLACEMENT 1 - DS1 W20 SPIRAL CL. 6" (EQUALLY SPACED) ACCESS TUBES 3 - 2" ¸ C.S.L (IN EACH DRILL SHAFT) 10 - D1 #9 BARS 2 ' - 6 " AS SHOWN. IS REQUIRED, THE LENGTH OF THE LAP SHALL BE SPIRAL BAR LENGTH DOES NOT INCLUDE LAP. IF LAP NOTES: SPIRAL BARS SHALL CONFORM TO AASHTO M32. DETAIL OF SPIRAL REINFORCING SPLICE REINFORCING SPIRAL REINFORCING VERTICAL VERTICAL REINFORCING SPLICES AROUND ANCHOR SPIRAL 2 ' - 0 " L A P 10 " W/10" TAIL 135° HOOK 1½" DIAMETER ROLLER INSTALLATION CENTER OF CONCRETE ROLLER 1" PVC PIPE CAST INTO ALLOW ROLLER CLEARANCE) (SPREAD SPIRAL BAR TO 10" DIAMETER X 2" THICK CONCRETE ROLLERS VERTICAL REINFORCING #6 BAR TIED TO REINFORCING VERTICAL REINFORCING SPIRAL 1 - S2 #5 BH6 #4 4 - BV5 #4 WT BARS EQUALLY SPACED 2 - BV2 #5 EQUALLY SPACED 2 - BV1 #4 45 - BV2 #5 AT 12" CENTERS (BACK FACE OF BACKWALL) 45 - BV1 #4 AT 12" CENTERS (FRONT FACE OF BACKWALL) 45 - S1 #5 AT 12" CENTERS BH1 #9 BH2 #5 BAR BH1 #9 OR BH3 #4 OR BH4 #9 BARS EQUALLY SPACED 2 - BV1 #4 1 - S4 #5 (PLACED AS SHOWN) 5 - BV3 #4 BH5 #4 4 - BV4 #4 EQUALLY SPACED 2 - BV2 #5 WT Bars LAYOUT OF ABUTMENT REINFORCING STEEL BRYAN TYPICAL SECTION THRU THE SEAT ROLLERS CONCRETE 10 - D1 #9 1 - DS1 W20 2'-6" CL . 3 " ROCK MI N. I NTO 5 ' - 0 " P AY LE NGTH = 9 - 0 " DRI LLE D S HAF T CL. 3" A3 #5 OUTSIDE ENDS OF WALL 9 - A1 #4 A2 #4 CL . 2 " 2 - BH3 #4 4 - BH4 #9 (PLACE AS SHOWN) 6 - BH1 #9 3 - BH2 #5 1½" CHAMFER VARI E S S BARS 8 - BH3 #4 1'-0" 2'-6" CL. 3" 2 ' - 0 " 6 ' - 9 " 3 ' - 0 " 4'-0" C C (04) CJO 9/15 8/15 6/15 SH-78 OVER CHUCKWA CREEK TEE DPG (SHEET 3 OF 4) ABUTMENT NO. 2 DETAILS "A" HENSLEY DEFRANCO B011 BH6 #4 x 4'-3" BH5 #4 X 6'-4" BH4 #9 X 50'-4" BH3 #4 X 50'-4" D1 #9 x 11'-10" A3 #5 x 12'-0" A2 #4 x 11'-11" P4 #4 X 6'-9" P3 #4 X 5'-9" P2 #4 X 5'-8" P1 #4 X 4'-8" A1 #4 X 2'-10" 2 ' - 6 " 150° 45'-4" 150° 2 ' - 6 " S4 S2 2 ' - 2 " 2 ' - 7 " P H HOOK 4 ½ " HOOK 5 ½ " P H PH HOOK 4½" HOOK 5½" 1 - S3 #5 S1 , S2 , S3OR S4 S1, S2, S3 OR S4 S 1 , S 2 , S 3 OR S 4 3'-2" 2'-6" S3 S1 3'-1" PH 2'-10" 4'-0" S4 #5 X 14'-1" S3 #5 X 11'-9" S2 #5 X 11'-1" S1 #5 X 12'-3" PH #4 X 11'-5" (1 AT PEDESTAL F) 2 - PH #4 A4 OR A5 #4 BARS F OOTI NG I NTO 1 ' - 0 " P ROJ . B B A A (9 INSIDE, 9 OUTSIDE) 18-A5 #4 @ 9" SPACING 17-A3 #5 @ 6" SPACING 9-A1 #4 @ 9" SPACING 22-A2 #4 @ 6" SPACING (9 INSIDE, 9 OUTSIDE) 18-A4 #4 @ 9" SPACING 17-A3 #5 @ 6" SPACING 9-A1 #4 @ 9" SPACING 18-A2 #4 @ 6" SPACING (5 TOP, 5 BOTTOM) 10-F3 #4 SPACED AS SHOWN (1 TOP, 1 BOTTOM) 2-F4 #4 1'-6" (6 TOP, 6 BOTTOM) 12-F1 #4 @ 6" SPACING (9 TOP, 9 BOTTOM) 18-F2 #4 @ 6" CTRS 1'-6" (1 TOP, 1 BOTTOM) 2-F7 #4 (3 TOP, 3 BOTTOM) 6-F5 #4 @ 6" CTRS (5 TOP, 5 BOTTOM) 10-F6 #4 SPACED AS SHOWN (11 TOP, 11 BOTTOM) 22-F1 #4 @ 6" SPACING 2'-3" 1 ' - 0 " 120° 3'-7" 150° D1 A3 A2 11'-5" 11'-5" 10'-7" HOOK 6" HOOK 7" HOOK 1'-3" 1 ' - 0 " 1 ' - 0 " 9 " 1 ' - 0 " (TYP.) PROJ. (TYP.) PROJ. P4 P3 P2 P1 A1 2'-1" 3'-2" 2'-2" 1'-6" A1 P 1AND P 2 P 3 AND P 4 8 " 1 ' - 3 " 3'-1" 1 ' - 10 " 1'-6" (TYP.) PROJ. 1'-6" (TYP.) PROJ. FOR PEDESTALS G AND H PEDESTAL REINFORCING LAYOUT FOR PEDESTALS A, B, C, D, E, AND F PEDESTAL REINFORCING LAYOUT WEST WALL SECTION "A-A" EAST WALL SECTION "A-A" WEST FOOTING SECTION "B-B" EAST FOOTING SECTION "B-B" SECTION "C-C" CL . 3 " 8 " WT1 #5 X 10'-8" 5'-0" 3'-1" BV1 #4 BV2 #5 " AVG. 2 1 BV2 #5 x 8'-2 4 ' - 8 " TO 5 ' - 7 " " 16 5 11'-5 2 ' - 0 " " 8 7 9'-1 2 ' - 0 " 4 ' - 0 " " 16 11 9'-4 7'-6" 4 ' - 0 " (PLACE AS SHOWN) 10 - F3 OR F6 #4 F1, F2 OR F5 #4 AT 6" CTRS. CL. 3" (PLACED AS SHOWN) (TOP AND BOTTOM OF SEAT) BH7 #4 BARS " 16 9 2'-5 " 4 1 5'-2 " 8 3 8'-2 " 8 7 8'-

ABUTMENT NO. 2 DETAILS · notes: spiral bars shall conform to aashto m32. detail of spiral reinforcing splice reinforcing spiral reinforcing vertical vertical reinforcing splices

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Page 1: ABUTMENT NO. 2 DETAILS · notes: spiral bars shall conform to aashto m32. detail of spiral reinforcing splice reinforcing spiral reinforcing vertical vertical reinforcing splices

27912JOB PIECE NO.

Design

Detail

Check

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

Engr.:

Squad:

BRIDGE COUNTY

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORATION

BRYAN

(04)

CJO

9/15

8/15

6/15

SH-78 OVER CHUCKWA CREEK

TEE

DPG

(SHEET 3 OF 4)

ABUTMENT NO. 2 DETAILS

"A"

HENSLEY

DEFRANCO

B01127912

ABUTMENT SEAT AND BACKWALL

MUST BE IN PLACE PRIOR TO POURING

ABUTMENT SEAT AND BACKWALL REINFORCING

ALL WT WING REINFORCING TIED TO

5 - P3 #4 EQUALLY SPACED

4 - P4 #4 EQUALLY SPACED

! PEDESTAL

5 - P1 #4 EQUALLY SPACED

4 - P2 #4 EQUALLY SPACED

! PEDESTAL

NOT BE SUBSTITUTED FOR THE CONCRETE ROLLERS.

SLAB BOLSTERS, HIGH CHAIRS, AND PLASTIC ROLLERS SHALL

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 P.S.I.

NOTE: CONCRETE USED IN THE CONCRETE ROLLERS SHALL HAVE A

THE LENGTH OF THE CAGE.

AT ONE-FIFTH POINTS ALONG

CONCRETE ROLLERS LOCATED

REINFORCING

SPIRAL

ROLLER PLACEMENT1 - DS1 W20 SPIRAL

CL.

6"

(EQUALLY SPACED)

ACCESS TUBES

3 - 2" ¸ C.S.L

(IN EACH DRILL SHAFT)

10 - D1 #9 BARS

2'-6"

AS SHOWN.

IS REQUIRED, THE LENGTH OF THE LAP SHALL BE

SPIRAL BAR LENGTH DOES NOT INCLUDE LAP. IF LAP

NOTES: SPIRAL BARS SHALL CONFORM TO AASHTO M32.

DETAIL OF SPIRAL REINFORCING SPLICE

REINFORCING

SPIRAL

REINFORCING

VERTICAL

VERTICAL REINFORCING

SPLICES AROUND

ANCHOR SPIRAL

2'-0"LAP

10"

W/10" TAIL

135° HOOK

1½" DIAMETER

ROLLER INSTALLATION

CENTER OF CONCRETE ROLLER

1" PVC PIPE CAST INTO

ALLOW ROLLER CLEARANCE)

(SPREAD SPIRAL BAR TO

10" DIAMETER X 2" THICK

CONCRETE ROLLERS

VERTICAL REINFORCING

#6 BAR TIED TOREINFORCING

VERTICAL

REINFORCING

SPIRAL

1 - S2 #5

BH6 #4

4 - BV5 #4

WT BARS

EQUALLY SPACED

2 - BV2 #5 EQUALLY SPACED

2 - BV1 #4

45 - BV2 #5 AT 12" CENTERS (BACK FACE OF BACKWALL)

45 - BV1 #4 AT 12" CENTERS (FRONT FACE OF BACKWALL)

45 - S1 #5 AT 12" CENTERS

BH1 #9BH2 #5 BAR

BH1 #9 OR

BH3 #4 OR BH4 #9 BARS

EQUALLY SPACED

2 - BV1 #4

1 - S4 #5

(PLACED AS SHOWN)

5 - BV3 #4

BH5 #4

4 - BV4 #4

EQUALLY SPACED

2 - BV2 #5

WT Bars

LAYOUT OF ABUTMENT REINFORCING STEEL

BRYAN

TYPICAL SECTION THRU THE SEAT

ROLLERS

CONCRETE

10 - D1 #9

1 - DS1 W20

2'-6"

CL.

3"

RO

CK

MIN. IN

TO

5'-0"

PA

Y L

EN

GT

H = 9-0

"

DRIL

LE

D S

HA

FT

CL.

3"

A3 #5

OUTSIDE ENDS OF WALL

9 - A1 #4

A2 #4

CL.

2"

2 - BH3 #4 4 - BH4 #9

(PLACE AS SHOWN)

6 - BH1 #9 3 - BH2 #5

1½" CHAMFER

VA

RIE

S

S BARS

8 - BH3 #4

1'-0"2'-6"

CL.

3"

2'-0"

6'-9"

3'-0"

4'-0"

C C

(04)

CJO

9/15

8/15

6/15

SH-78 OVER CHUCKWA CREEK

TEE

DPG

(SHEET 3 OF 4)

ABUTMENT NO. 2 DETAILS

"A"

HENSLEY

DEFRANCO

B011

BH6 #4 x 4'-3"BH5 #4 X 6'-4"

BH4 #9 X 50'-4"

BH3 #4 X 50'-4"

D1 #9 x 11'-10"

A3 #5 x 12'-0"

A2 #4 x 11'-11"

P4 #4 X 6'-9"

P3 #4 X 5'-9"

P2 #4 X 5'-8"

P1 #4 X 4'-8"

A1 #4 X 2'-10"

2'-6"

150°

45'-4"

150°

2'-6"

S4

S2

2'-2"

2'-7"

PH

HO

OK

"

HO

OK

"

PH

PH

HOOK

4½"

HOOK

5½"

1 - S3 #5

S1, S

2, S3 O

R S

4

S1, S2, S3 OR S4

S1, S

2, S3 O

R S

4

3'-2"

2'-6"

S3

S1 3'-1"

PH

2'-10"

4'-0"

S4 #5 X 14'-1"

S3 #5 X 11'-9"

S2 #5 X 11'-1"

S1 #5 X 12'-3"

PH #4 X 11'-5" (1 AT PEDESTAL F)

2 - PH #4

A4 OR A5 #4 BARS

FO

OTIN

G

INT

O

1'-0

" P

ROJ.

B B

A A

(9 INSIDE, 9 OUTSIDE)

18-A5 #4 @ 9" SPACING17-A3 #5 @ 6" SPACING

9-A1 #4 @ 9" SPACING

22-A2 #4 @ 6" SPACING

(9 INSIDE, 9 OUTSIDE)

18-A4 #4 @ 9" SPACING 17-A3 #5 @ 6" SPACING

9-A1 #4 @ 9" SPACING

18-A2 #4 @ 6" SPACING

(5 TOP, 5 BOTTOM)

10-F3 #4 SPACED AS SHOWN

(1 TOP, 1 BOTTOM)

2-F4 #4

1'-6"

(6 TOP, 6 BOTTOM)

12-F1 #4 @ 6" SPACING

(9 TOP, 9 BOTTOM)

18-F2 #4 @ 6" CTRS 1'-6"

(1 TOP, 1 BOTTOM)

2-F7 #4

(3 TOP, 3 BOTTOM)

6-F5 #4 @ 6" CTRS

(5 TOP, 5 BOTTOM)

10-F6 #4 SPACED AS SHOWN

(11 TOP, 11 BOTTOM)

22-F1 #4 @ 6" SPACING

2'-3"

1'-0"

120°

3'-7"

150°

D1

A3

A2 11'-5"

11'-5"

10'-7"

HOOK

6"

HOOK

7"

HOOK

1'-3"

1'-0

"

1'-0

"

9"

1'-0"

(TYP.)

PROJ.

(TYP.)

PROJ.

P4

P3

P2

P1

A1

2'-1"

3'-2"

2'-2"

1'-6"

A1

P1

AN

D P

2

P3 A

ND P

4

8"

1'-3

"

3'-1"

1'-1

0"

1'-6"

(TYP.)

PROJ.

1'-6"

(TYP.)

PROJ.

FOR PEDESTALS G AND H

PEDESTAL REINFORCING LAYOUT

FOR PEDESTALS A, B, C, D, E, AND F

PEDESTAL REINFORCING LAYOUT

WEST WALL

SECTION "A-A"

EAST WALL

SECTION "A-A"

WEST FOOTING

SECTION "B-B"

EAST FOOTING

SECTION "B-B"

SECTION "C-C"

CL.

3"

8"

WT1 #5 X 10'-8"

5'-0"

3'-1"

BV1 #4

BV2 #5

" AVG.21BV2 #5 x 8'-2

4'-8" T

O 5'-7"

"16511'-5

2'-0"

"879'-1

2'-0"

4'-0"

"16119'-4 7'-6"

4'-0"

(PLACE AS SHOWN)

10 - F3 OR F6 #4

F1, F2 OR F5 #4 AT 6" CTRS.

CL.

3"

(PLACED AS SHOWN)

(TOP AND BOTTOM OF SEAT)

BH7 #4 BARS

"1692'-5 "4

15'-2

"838'-2 "8

78'-