Attachment A.pdf

" 2

"1

• " 0 L R Strands

Conc.Strength @ Rel. p.s.i.

Concrete Strength p.s.i.

3Grout yd

• " 0 L R Strands

Conc.Strength @ Rel. p.s.i.

Concrete Strength p.s.i.

Concrete yd3

3Grout yd

Reinforcing Steel (Gr. 60)

Concrete

1.51

70 FT. SLAB

8, 000

6, 400

141.4

5" X 5" X • " PL WASHER

1‚ " o LOCKWASHERl

1‚ " HEX NUT

1‚ "o X 36'-0" TIE RODl

5" X 5" X • " PL WASHER

1‚ " o LOCKWASHERl

1‚ " HEX NUT 4

l

NO.

HARDWAREHARDWARE

ITEM

ZERO DEGREE SKEW

yield a workable slump.

dust per 94 lb. bag of cement. Provide only enough water to aggregate (# 789 as per SCDOT specs.), 2 grams aluminum fine aggregate (FA-10 as per SCDOT specs.), 1 part course grout specified: 1 part high early strength cement, 2 parts of the following components may be used for the non-shrink

Either an approved pre-packaged mix or a mixture consisting ƒ "

L Bent & L JointC

C it will be „ " greater dia. than the bridge Jt. width.

& consist of closed cell polyethylene foam. Generally

The backer rod shall be of circular cross-Section

L 3" 0 Hole and C /

4" 4"4"

L 3" 0 Hole and

L 1‚ " 0 Tie Rod

C

C

L Bridge C

12" 0 Voids ( Typ. )

4" 4"4" or C Int. Bt.

Begin Bridge

L

Lor C Int. Bt.

End BridgeL

P r e s tr e s s e d C o r e d S la b U n it s

70' foot span

69'-10• " ƒ "

34 Strands

1• " Open Jt.

4" 4"

Cold Applied Sealants For Bridge Joints shall be used.

appearing on the Dept's approved list entitled Approved self-leveling material. Only material from sources requirements of ASTM C 920 for a multiple component in bridge joints shall meet or exceed the

Cold applied bridge joint filler material for use

SOUTH CAROLINA

COLUMBIA, S.C.

REV.

REV.

REV.

REVIEWED

QUAN.

DR.

DES.

BY DATECHK.

FILE NO. ROUTE COUNTY DRAWING NO.

TOTAL

SHEETS

DEPARTMENT OF TRANSPORTATION

BDP

BRIDGE MAINTENANCE

NO.

SHEET

REV.

REV.

REV.

REVIEWED

QUAN.

DR.

DES.

BY DATECHK.

FILE NO. ROUTE COUNTY DRAWING NO.

BRIDGE MAINTENANCE

5ƒ "

5‚ "‚ " ‚ "

Exterior Face of

Exterior Cored Slab

• " x 5" x 5" Plate

With 1… " O Hole

1‚ " O Rod ASTM A709

Grade 36 ( Thread 8" Each End )

2 Heavy Hex Nuts and 2

Lock Washers ASTM A709

1'-5" 1'-0"

C

Top of bent cap

Taper

Sym. about L Bridge

1"

1‚ " 0 Tie Rod

C

15'-6"

18'-0"

01-09

70'-0" SPAN

PLAN OF

C Interior BentL

C Interior BentL ƒ "

6"

L

LC of 2• " Dowel Hole ƒ "

Coil Loop Insert by other

& C End Bent

Begin or End Bridge grout.

Fill recess with non-shrinkage

FOUR

at gutter line. (Typical)

Taper Bituminous Surfacing and tie rod has been torqued.

all erection work has been completed approved non-shrink grout after

Shear keys to be filled with an at gutter line. (Typical)

Taper Bituminous Surfacing

Surfacing

Bituminous

Details see Drawing No. 4.

For Precast Barrier with 1… " 0 hole centered

5" x 5" x • " Washer

TYPICAL HALF SECTION THRU SPAN

SECTION THRU

JOINT

SIDE ELEVATION

TIE BAR RECESS DETAIL

PLAN

19'-3‚ "19'-3‚ " 15'-8" 15'-8" ƒ "

16'-1" 15'-0" 15'-0" 16'-1"

BC 02-12

Tie rod to be put in during fit up of span in casting yard.

shall be capable of developing in tension at least 125% of the yield strength of the tie bars.

by using a sleeve coupling or a full penetration butt weld. Couplers used to splice tie bars in accordance with ASTM A123 or ASTM A153 as applicable. Tie Rods may be spliced shall meet the requirements of ASTM A 307. All hardware and tie rods shall be galvanized rods and plate washers to be ASTM A 709 Grade 36 steel. All nuts and washers

2 - 5"x 5" x• " plate washers. Tie rods shall be threaded 8" on each end. Tie

Tie rod assemblies include a 1‚ " 0 rod with 2 hex nuts, 2 lockwashers and

4 9

Grout and Reinforcing Steel Are For Twelve Cored Slabs.

The Quantities Associated With Class 8000 Concrete, NOTE:

end provided that no individual piece is less than 6'-0" in length.

may be achieved by placing stock length pieces end to complying with the current AASHTO M-251. Length of pad

• "x 6"x 36'-0" (50 Durometer) Elastomeric Bearing Pad

ATTACHMENT B

2'-10" 2'-10"5'-2"1'-0" 1'-0" 2'-10"5'-2"1'-0" 1'-0" 1'-4‚ "5'-2" 1'-0"1'-0"

"5

1C

2'-10"5'-2"1'-0" 1'-0" 5'-2"

Typical for All Spans

34'-11‚ "

8"

4'-2" 4'-2" 4'-2"

69'-10• "

1'-0"2'-7"

Symm. About LC

10" 10"

1'-6" 1'-6"

1'-4"

3'-0"

3'-0"

10" 10"

1'-6" 1'-6"

1'-4"

3'-0"

4" 4" A

B22

L

Also, the length of the voids may need adjustment.

shall be maintained.

A distance of 6" from C of screw anchor bolt to void responsible for adjusting the barrier anchorage layout.

sections for the 70' span, then the Contractor shall be

If the Contractor does not elect to use all 10' barrier

Note :

3"

2"

2'-6"

3"

2" 2"2"2"2" 2"2"

"2

"2

12" 0 Voids

3" 3"

10"10" 1'-4"

3'-0"

1'-6"1'-6" f'c = 8000 psi f'ci = 6400 psi

STRAND LAYOUT

2'-6"

2" 2"

"2

"2

"12" 0 Voids

3" 3"

10"10" 1'-4"

3'-0"

1'-6"1'-6"

B2

2" 2"

" 1

5"5"

2'-10‚ " 4"

REV.

REV.

REVIEWED

QUAN.

DR.

DES.

BY DATECHK.

FILE NO. ROUTE COUNTY DRAWING NO.

BRIDGE MAINTENANCE

REV.

QUAN.

DR.

DES.

BY DATECHK.

FILE NO. ROUTE COUNTY DRAWING NO.

BRIDGE MAINTENANCE

NO.

SHEET

BENDING DETAILSBENDING DETAILS

B

B

B B

1 2

EXTERIOR 70'-0"

CORED SLAB

FIVE

06-10

12" voids12" voids12" voids12" voids

12" voids12" voids

2'-8"

Dowel Holes

C 2• " Dia.L

6"

70' SPAN - BARRIER ANCHORAGE LAYOUT

Location of A-bars

70' EXTERIOR CORED SLAB SECTION

34 - O LOW RELAXATION

STRAND LAYOUT

2'-1"

1'-9"

16'-1"15'-0"

6" Typ.

L of 1" o Anchors

/CL 3" 0 Hole L 3" 0 Hole

BC 02-12

5 9

1'-11" approved non-shrinkage grout.

back into beam ends and the recesses filled with an

AASHTO M203 (ASTM A416). Strands shall be cut • "

All prestressing strands shall be • " 0 270 ksi - LR

B1 and B2, see "Interior Cored Slab" sheet.

B1 bars are not shown. For locations and quantities of

Gutter Line

L of 3" HoleC

REV.

REV.

REV.

REVIEWED

QUAN.

DR.

DES.

BY DATECHK.

FILE NO. ROUTE COUNTY DRAWING NO.

SHEET

NO.

TOTAL

SHEETS

DEPARTMENT OF TRANSPORTATION

BRIDGE MAINTENANCE

REV.

REV.

REV.

REVIEWED

QUAN.

DR.

DES.

BY DATECHK.

FILE NO. ROUTE COUNTY DRAWING NO.

SHEET

NO.

TOTAL

SHEETS

DEPARTMENT OF TRANSPORTATION

BDP

BRIDGE MAINTENANCE

These are quantities for ONE Cored Slab Unit.

B 2 to clear Transverse Tie Rods.

Shift stirrups as necessary

Note :

BENDING DETAILS

B

B

B B

1 2

UNIT

C. Y.

C.Y.

ITEM UNIT

C. Y.

ITEM

QUANTITIES

Lbs.Lbs.

Concrete, Ext. Slab

WEIGHT (LBS)

CORED SLAB

EXTERIOR

INTERIOR 46,900

70 FT. SLAB

REINF. STEEL SCHEDULE

MARK SIZE D

A 4

S

B

B

SIZE D

B

B

S

LENGTHNO. REQ'D LENGTHNO. REQ'D

70 FT. SLAB

35'-10"

5' - 1"

5' - 10"

11.6

70 FT. SLAB

51,533

12.7

4"

8"

4"

(T y p

Transverse Tie Rod

3" O Hole for

2A

69'-10• "

INTERIOR 70'-0"

CORED SLAB

Symm. about LC

3"

2"

2'-6"

3"

2" 2"2"2"2" 2"2"

"2

"2

12" 0 Voids

3" 3"

10"10" 1'-4"

1'-6"1'-6" f'c = 8000 psi f'ci = 6400 psi

2" 2"

"2

"2

3'-0"

B2

2" 2"

" 1

5"5"

4" 4"

1• " Cl.

Reinforcing Steel (Gr. 60)

1'-6" 1'-6"

3'-0"

B

7" 7"

1 B1

C l.

B3

1'-6" 1'-6"

3'-0"

B

7" 7"

1 B1

B3

9• " 9• "8• " 8• "

4"4"

A

Dowel Holes

C 2• " Dia.L

1'-11" ƒ "

3"

4" ƒ "

SIX

06-10

Each End

4 B1

(4) B1 shall be installed @ the end.

Note: For 70' span unit 3 rows of

B3 Not Shown

2'-10‚ "

Concrete, Int. Slab

3B 4 B 4' - 10"

B

B33 1'-8"

Transverse Tie Rod

3" O Hole for

4"

8"

4"

2'-8"

(2) B2 @ 6" = 2'-0"

66 pairs B2 @ Equal Spacing

Shear Key Detail

70' INTERIOR CORED SLAB SECTION

34 - O LOW RELAXATION

STRAND LAYOUT

End Beam Reinforcement Location of Dowel Holes

TYPICAL ELEVATION OF INTERIOR CORED SLAB UNIT

19'-3‚ " 15'-8"

02-12BC

6 9 felt paper at expansion joint.

concrete at fix end and dowel bar shall wrapped with

Note: Dowel holes shall be grouted with Non-shrinkage

2" 7"

2• "

Drain Slot

" R ad

C l.

C l.

1" Rad.

A

A C or D

D

4"

2" o Hole1

5"

See Detail "A"

SECTION B-B

0.440"

C B

C

REV.

REV.

REV.

REVIEWED

QUAN.

DR.

DES.

BY DATECHK.

FILE NO. ROUTE COUNTY DRAWING NO.

SHEET

NO.

TOTAL

SHEETS

BENDING DETAILS

MARK SIZE D

LENGTHNO. REQ'D

UNIT

1 - 10' BARRIER SECT.

A

B

C

D

S

S

B

B

8 9' - 7"

2 2' - 7"

12 6' - 1"

4 5' - 6"

4‚ "

1† " yard shall be set 4‚ " into the slab section. When setting the barrier parapet in the field the coil rod shall be set a minimum of 3‚ " into slab section.

This will allow adjustment in the length of rod projecting above the nut when placing barriers.

The projection of the rod above the nut should be a minimum of 1". However, care should be taken to insure that the rod does not project beyond the plane of the barrier face.

8"

6‚ "

C

D

13‡ "

12„ "

C

D

C D C D

QUANTITIES - ONE 10' SECTION

W DRAIN SLOT WO DRAIN SLOT

Reinforcing Steel (GR. 60)

C. Y.

Lbs.

0.9 0.9

220 220

10' SECTION

ITEM NO.

B-33, 1" x 12• " Insert

1" o Coil Hex Nut1

11" o Lock Washer

3" x 3" x ‚ " Plate Washer

C 1" o Holes the Contractor shall be responsible for adjusting the barrier anchorage layout. A distance of 6" from L screw anchor bolt to void shall be maintained.

f.s.

n.s.

C

C

Note:

shall be imbedded „ " to ‚ ".

(See Note 6 )

Vary this dimension to miss guardrail connection hole.1

Dayton Superior B-33, 1" X 12• " Double Flared Coil

Loop Insert or approved equal.

The coil rod for setting the insert in the casting

B

B cast shall be cast into the back or top face of each barrier

Ž

1• " C

L.

DEPARTMENT OF TRANSPORTATION

ITEM

Elastomeric Pad (1/4 " x 11" x 17") 2

Elastomeric Pad

1'-0" 2'-7" 6" 10• " 10• " 8" 4" 8" 5" 2• "

2'-11• " 2'-0"

1" Open Joint

C

D

C

A A (f.s.)

A (n.s.)

Sym. about L

HARDWARE PER 10' SECTION

If the Contractor does not elect to use all 10' barrier sections for the 20' thru 60' spans, then

BDP

BRIDGE MAINTENANCE

8"

L 1

8"

1'-5"

Drain Slot

1" Rad.

D

5"

C

REV.

REV.

REV.

REVIEWED

QUAN.

DR.

DES.

BY DATECHK.

FILE NO. ROUTE COUNTY DRAWING NO.

SHEET

NO.

TOTAL

SHEETS

REINF. STEEL SCHEDULE

BENDING DETAILS

MARK SIZE D

LENGTHNO. REQ'D

UNIT

1 - 10' BARRIER SECT.

A

B

C

D

S

S

B

B

8 9' - 7"

2 2' - 7"

12 6' - 1"

4 5' - 6"

4‚ "

1† " yard shall be set 4‚ " into the slab section. When setting the barrier parapet in the field the coil rod shall be set a minimum of 3‚ " into slab section.

This will allow adjustment in the length of rod projecting above the nut when placing barriers.

The projection of the rod above the nut should be a minimum of 1". However, care should be taken to insure that the rod does not project beyond the plane of the barrier face.

8"

6‚ "

C

D

13‡ "

12„ "

C

D

C D C D

QUANTITIES - ONE 10' SECTION

W DRAIN SLOT WO DRAIN SLOT

Reinforcing Steel (GR. 60)

C. Y.

Lbs.

0.9 0.9

220 220

10' SECTION

ITEM NO.

B-33, 1" x 12• " Insert

1" o Coil Hex Nut1

11" o Lock Washer

3" x 3" x ‚ " Plate Washer

C 1" o Holes the Contractor shall be responsible for adjusting the barrier anchorage layout. A distance of 6" from L screw anchor bolt to void shall be maintained.

f.s.

n.s.

C

C section. Characters shall have a height of 3" to 4" and

(See Note 6 )

Vary this dimension to miss guardrail connection hole.1

Dayton Superior B-33, 1" X 12• " Double Flared Coil

Loop Insert or approved equal.

The coil rod for setting the insert in the casting

B

B

Ž

DEPARTMENT OF TRANSPORTATION

ITEM

Elastomeric Pad (1/4 " x 11" x 17") 2

Elastomeric Pad

2'-11• "

C

C

A

A

Sym. about L

HARDWARE PER 10' SECTION

If the Contractor does not elect to use all 10' barrier sections for the 20' thru 60' spans, then

BDP

BRIDGE MAINTENANCE

2" Cl.

Typ.

1'-4• "

9'-11"

5" e e m m d b a

TOLERANCES

+… TO -„

ƒ "

ˆ "

„ " per 10'

1" h k l c i i f g j

10' f

PLAN

ELEVATION

SECTION

a = Depth ---------------------------------------------------------------------b = Width ---------------------------------------------------------------------c = Length -------------------------------------------------------------------d = Position of Voids - Vertical ---------------------------------------e = Position of Voids - Horizontal ------------------------------------

Position of Void Ends - Longitudinal ---------------------------h = Camber - Differential between adjacent units ---------------j = Local Smoothness -----------------------------------------------------k = Horizontal Position of holes for Transverse Strands ---l = Vertical Position of holes for Transverse Strands --------m = Position of Strands ------------------------------------------------

Length of adjacent cored slabs shall not differ by more than ‚ ".

‚ " per 10', ƒ " max.

ƒ " max.

‚ " in 10'

12ƒ "

Ž

Ž

See Anchorage Details This Page

Concrete, Class 5000

NINE

6-100

PRECAST BARRIER DETAILS

The manufacturer's identifying mark and the year typical between anchors.

‚ " x 11" x 17"

(50 Durometer, AASHTO M251)

Elastomeric Pad

FOR 10' SECTION

Parapet is set Rod when Barrier End of Coil

Slab Top of casting yard when set in End of Coil Rod

Weight of one 10' Barrier Section without Drain Slots = 3730 Lbs.

Weight of one 10' Barrier Section with Drain Slots = 3560 Lbs.

spare and for turning rods with a double nut Provide one additional Hex Nut per span to be used as

Lock Washer Hex Nut and having an inside diameter of 1" (+ „ ").

Form 1" o holes with plastic or PVC pipe bridge ends on both sides of the roadway.

in barrier sections to be placed at the

Holes for Guardrail Attachment are required

Slab Top of ƒ " Chamfer Double w/ 1„ " 0 Hole (Typical)

3" x 3" x ‚ " Plate Washer

Guardrail Attachment Detail For location of lifting holes, see

See Note 6 Double ƒ " Chamfer

Slab Top of casting yard when set in End of Coil Rod

Weight of one 10' Barrier Section without Drain Slots = 3730 Lbs.

Weight of one 10' Barrier Section with Drain Slots = 3560 Lbs.

spare and for turning rods with a double nut Provide one additional Hex Nut per span to be used as

Lock Washer Hex Nut and sections to serve as a lifting hole.

at both ends of all barrier

This bolt hole shall be provided

Slab Top of ƒ " Chamfer Double w/ 1„ " 0 Hole (Typical)

3" x 3" x ‚ " Plate Washer

Guardrail Attachment Detail For location of lifting holes, see pipe to be field galvanized.

the plastic or PVC pipe. Cut ends of steel std. wt. steel pipe may be substituted for

As an alternate -- galvanized 1" I.D.

(horizontal or vertical) or designated skew ------------------f = Square Ends - Deviation from square line parallel to the centerline of member -----------------------g = Horizontal Alignment - Deviation from a straight members of the same span ----------------------------------------h = Camber - Differential between high and low plan position -----------------------------------------------------------i = Position of Dowel Holes - Deviation from in the same structure -----------------------------------------------

Width - Differential of adjacent spans

Bearing Area- Deviation from plane surface ----------------

ELEVATION - 10' SECTION

ATTACHMENT DETAIL

GUARD RAIL

SECTION A-A

DETAIL "A"SECTION B-B

The double ƒ " Chamfer may be eliminated at the fabricator's option.

having an inside diameter of 1" (+ „ ").

Form 1" o holes with plastic or PVC pipe bridge ends on both sides of the roadway.

in barrier sections to be placed at the

Holes for guardrail attachment are required

9 9 a damage free product.

relieve the Fabricator of his responsibility to furnish the Fabricator's discretion. This waiver shall not

Barrier sections may be removed from the forms at of barrier sections from the forms are waived.

Concrete strength requirements for the removal

Note:

included in the price bid for the precast concrete barrier parapet.

necessary to manufacture and anchor the barrier sections shall be

All costs of materials (including hardware), equipment and labor on the end spans above the end fills.

Drain slots shall be omitted from barrier sections that are to be placed be galvanized in accordance with ASTM A123 or ASTM A153 as applicable.

All bolts, nuts, washers, plate washers, inserts and rods shall

AASHTO M270 Grade 36.

Dayton-Superior or an approved equal. Plate washers shall be ASTM with a safe working load of 24,000 lbs., both as manufactured by with a safe working load of 50,000 lbs. and Coil Nut shall be B-13 of the Standard Specifications. Coil Thread Rods shall be B-12 standard washers shall be in accordance with paragraph 709. 2. 4

1" o threaded rods shall be AASHTO M270 Grade 36. Nuts and

(2004) and 2007 SCDOT Standard Specifications.

Specifications: AASHTO LRFD Bridge Design Specifications

Standard Specifications.

with subsection 702.4.11.3 and 702.4.11.4 of the SCDOT sections shall receive a final surface finish in accordance

The front, top, back, and end faces of the barrier

Notes:

C

1" 0 x 13" Coil Thread Rod

1" o x 13" Coil Thread Rod

5"

DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION

COLUMBIA, S.C.

REVIEWED

QUAN.

DR.

DES.

BY DATECHK.

FILE NO. ROUTE COUNTY DRAWING NO.

SHEET

NO.

TOTAL

SHEETS

BDP

Rev.

Rev.

Rev.

BRIDGE MAINTENANCE

A

B

06-10

HP 12x53 m in

See Note "A"

NOTE "A":

F, typ.

1' -1 "1'-10

3'-8"

See Note "A"

END BENT INTERIOR BENT

END INTERIOR

SEVEN

9• " 1'-5" 1'-7" 1'-5" 1'-7" 1'-5" 1'-7" 1'-5" 1'-7" 1'-5" 1'-7" 1'-5" 9• "

8" into Cap.

Embedded 12"

A2 Dowel Bar

9• "

If skew, then dimensions vary.

If no skew, then A = 1'-0" and B = 1'-6".

BA

H

Jt. Mat'l.

• " Exp.

S p s

BA

Wing Wall

Cored Slab Beam

A2 7 24 1'-8"

1'-8"

ELEVATION

SECTION A-A

WING WALL DETAIL

SECTION B-B

B B

See Wing Wall Details

4"

4"

(2) M

(2) L

(2) G2

M

E q

S p a

L

E q

S p a

L

M

S

S

B

S

2'-8"

2'-8"

3'-10"

20' SPAN

30' SPAN

40' SPAN

50' SPAN

60' SPAN

70' SPAN

86 TONS

126 TONS

141 TONS

159 TONS

174 TONS

PILE BEARING

108 TONS

(Required Ult. Bearing w/ 2.0 Safety Factor)

5 Sp @ 10Ž " = 4'-6"

5 SG2

G2 or L

N/AN/A

N/AN/A

N/A N/A

N/A N/A

N/AN/A

6ƒ " 6ƒ "

Bent) two for Interior for End Bent &

Dowels bar (one

10.7 are out to out of bars.

Bar bending dimensions of aluminum epoxy mastic paint to extend from the top of piles to a

Piles, sway braces, and structural steel shall receive two - 5 mil coats

‡ "; Shim angles are required if misalignment is greater than ‡ "; A

Shims plates are required if misalignment of piles is between … " and

All welds on sway braces shall be ‚ " continuous fillet weld.

to misalignment of piles shall be at the contractor̀s expense.

(2) L

M or LFront Face of Bent Cap

4 Eq. Spaces = 3'-2‚ " Typ.

1'-6" edged with a properly made edging tool.

All exposed concrete edges shall be chamfered ƒ " or

Note:

14 18 3'-8"

2"

DETAILS

33' ROADWAY BENT

LATERAL GUIDE DETAILS

( BEARING VALUES FOR DESIGN PURPOSES ONLY )

• " Shim plate shall be used when misalignment is between … " and † "; A ƒ " Shim plate shall be used when misalignment is between † " and ‡ ".

Where misalignment is less than … ", brace angles shall be hammered into approximate position and welded. All cost of adjustment due with equal legs

• " min.

7"

5• "

5" x 6" shim

3" x 5" shim 3"

F

F

C or D

A

C

C Bent & C Piling

" F

A

D

LL

3 eq. sp.

1'-3" 1'-3"

2'-6"

4'-8‚ "1'-9" 4'-8‚ " 4'-8‚ " 4'-8‚ " 4'-8‚ " 4'-8‚ "

L 4x4xŠ

4'-8‚ " 4'-8‚ " 1'-9"

S w a y B r a c e s R e q 'd f o r

H e ig h ts

G re a te r T h a n

9"

9"

L 4x4xŠ

Ground Line

Normal Water or

Symm @ C See Lateral Guide Details

20'-6"

41'-0"

20'-6"

4A

2B

C

D

D

C

2"

4"=1'-4"

6" 6" 6"

3"3"

L

Note: Interior bent bearing value will be depending on the adjacent span length and the required ultimate bearing capacity will be provided when the condition is determined.

AA

1'-0"

2'-0"

C Bent & C PilingL

L

Jt. Mat'l.

• " Exp.

2" Cl.

2" Cl.

2" Cl.

7• "3" 7• " 20'-6"

41'-0"

20'-6"

*L

2B 4A

1'-9"6'-3" and touch up after driving piles.

minimum of 12" below ground or normal water lines. Paint before driving

4"=1'-4"

6"

3"

2"

C

1'-9" 6'-3"

D

D

6'-3" 6'-3" 6'-3" 6-3"

C

Const. Jt.

2" Cl.

Jt. Mat'l.

• " Exp.

2" Cl.

not required, visual only. )

( Non-destructive testing of welds

H 3

G

" G

4H

2" Cl.

2" Cl.

… " min. shim angle

3"

QUANTITIES - ONE BENT

ITEM

Concrete, Class 4000

Reinf. Steel (Grade 60) LBS.

C. Y.

UNITS

9.5

H1

8"

2'-2"2'-2"

D C

F

BENDING DETAILS

REINFORCING STEEL SCHEDULE

NO.

REQ'D

LENGTHLENGTH

REQ'D

NO.DSIZEMARK

A

B

C

D

F

G

H

9 S

S

B

B

S

B

8 40'-8"

40'-8"

9'-8"

7'-10"

8 40'-8"

40'-8"

9'-8"

7'-10"

2'-8"

NOTE:

Along L Cap C

NOTE:

1'-5" 1'-7" 1'-5" 1'-7" 1'-5" 1'-7" 1'-5" 1'-7" 1'-5" 1'-7" 1'-5"

8"

9• " into Cap.

Embedded 12"

A2 Dowel Bar

2'-6"

3" Cl.

1'-6"

4 Sp. @

4 Sp. @

(Typ.)

SECTION THRU CAP PILE ANCHORAGE DETAIL

before using the 70' span slab unit.

State Bridge Maintenance Engineer

Prior approval is needed from the

3" Cl.

Symm. @ C

2F, typ.

DETAILS OF SHIM PLATE

INTERIOR PILE EXTERIOR PILE INTERIOR PILE EXTERIOR PILE SIDE ELEVATION

DETAILS OF SHIM ANGLE

END BENT ELEVATION

INTERIOR BENT ELEVATION

3"3" Typ.

2" Cl.

02-12BC

END BENT ONLY

7 9

Specifications.

accordance with section 711. 2. 4. 2 of the SCDOT Standard

Pile lengths shall be established by the contractor in and 2007 SCDOT Standard Specifications.

SPECIFICATIONS: AASHTO LRFD Bridge Design Specifications

NOTES:

accommodate the • " expansion joint material.

Either wing wall or lateral guide can be shifted to the bent cap.

of 1'-0" and a max. of 1'-6" into

Piles shall be embedded a min.

in the unit price bid for "Class 4000 Concrete".

and labor necessary to install the pile sway bracing shall be included of material (shim plates, shim angles and angle iron), equipment, latest ASTM Specifications AASHTO M270 Grade 36. All costs

All structural steel components shall conform to the

(Typ.)

HP12x53

(Typ.)

HP12x53

E q

S p a

G

E q

S p a

-L

5'-6"

5'-2"

DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION

REVIEWED

QUAN.

DR.

DES.

BY DATECHK.

FILE NO. ROUTE COUNTY DRAWING NO.

SHEET

NO.

TOTAL

SHEETS

BDP

Rev.

Rev.

Rev.

BRIDGE MAINTENANCE

06-10

3" min. all sides

HP 12x53

HP 12x53

3" min. all sides

END BENT INTERIOR BENT

END INTERIOR

EIGHT

ROCK FOOTING DETAILS

12" min.12" min.

2 Eq. Sp.

2'-0" 6'-3"

20'-9"

6'-3" 6'-3"

5 Eq. Sp.5 Eq. Sp.5 Eq. Sp.

A

A

3" 3" 3" 3" 3" 4A

3" 3" 2B 3"

SEE DETAIL "A"

7 - Pile Bent

9 - Pile Bent

A SEE DETAIL "A"

Symm @ C

Footing

Top of

L

B

A

AA

C

B

A

3'-0"

Symm @ CL20'-9"

4'-8‚ " 4'-8‚ "

4 Eq. Sp.4 Eq. Sp.

3" 3" 2B 3"

C

Footing

Top of 3"3" 4A

4 Eq. Sp.

4'-8‚ "4'-8‚ "2'-0"

2 Eq. Sp.

of Rock

Top

3" 3" 3" A 3"

4 Eq. Sp.

3" m in th ic k n e s s of Rock

Top

C

UNITSITEM

Concrete, Class 4000

Reinf. Steel (Grade 60)

C. Y.

LBS. 1677

13.8

13.8 are out to out of bars.

Bar bending dimensions

C

2'-6"

QUANTITIES - ONE FOOTING

BENDING DETAILS

REINFORCING STEEL SCHEDULE

NO.

REQ'D

LENGTH

41'-2"

41'-2"

10'-9"46

841'-2"

41'-2"

10'-9"42

REQ'D

NO.

LENGTH

DSIZEMARK

A

B

C 5 B

S

S9

ELEVATION

ELEVATION

SECTION A-A

DETAIL "A"

02-12BC

8 9