BC

F-1

S&B DIV

S&B DIV

S&B DIV

CROSS FRAME DETAILS

BCF-1

CROSS FRAME - CF1

Level

6"

3"

2"

6"

2"

Level

5"

5"

CROSS FRAME - CF5

6"

6"

Level

Level

2"

3"

5"

5"

6"

A A

AA

5"

5"

�

CROSS FRAME - CF7

5" typ.

5" typ.

Typ.

Typ.

Typ.

Typ.

Typ.

5" typ.

2" typ.

1" typ.

2" typ.

5" typ.

5" typ.

2" typ.

1" typ.

2" typ.

5" typ.

3" typ.

6" typ.

6" min.

6" min.

2" typ.

5"

5"

6"

2"

CROSS FRAME - CF2

6"

5"

5"

CROSS FRAME - CF6

6"

2"

A

5"

Level

AA

A

6"

Level

CROSS FRAME - CF8

5"

3"

Typ.

Typ.

Typ.

Typ.

2" typ.

5" typ.

3" typ.

5" typ.

6" typ.

2" typ.

5" typ.

5" typ.

6" min.

6" min.

1" typ.

2" typ.

3" typ.

5" typ.

5" typ.

6" typ.

Typ.

2" typ.

1" typ.

2" typ.

CROSS FRAME - CF3

6"

A

AA

A2"5

"

5"

CROSS FRAME - CF4

A

AA

3"

6"

6"

2"

2"

Level

Level

5"

5"

SECTION A-A

Typ.

Typ.

3" typ.

5" typ.

5" typ.

6" typ.

5" typ.

5" typ.

2" typ.

2" typ.

L 6 x 4 x �

�

L 5 x 3 x �

L 5 x 3 x �

L 6 x 4 x �

�

L 6 x 4 x �

L 5 x 3 x �

L 6 x 4 x �

PL � x 7

C 15 x 33.9

C 15 x 33.9

C 15 x 33.9

L 6 x 4 x �

L 5 x 3 x �

L 6 x 4 x �

L 5 x 3 x �

PL � x 7

L 6 x 4 x �

L 6 x 4 x �

L 5 x 3 x �

�

PL � x 7

L 6 x 4 x �

�

�

C 15 x 33.9

L 5 x 3 x �

L 6 x 4 x �

L 6 x 4 x �

�

L 5 x 3 x �

L 6 x 4 x �

A

Not to scale

�

�

�

�

PL � x 7

�

�

�

�

�

Section 407.04(l) of the Specifications.

shall be the responsibility of the Contractor in accordance with

including field welding and quality control inspection of field welding,

All welding of structural steel and quality control inspection of welds,

Note:

06-14-2010

Dimension shall be 6" at piers Dimension shall be 6" at piers

Dimension shall be 6" at piers

Dimension shall be 6" at piers

Date Plan No. Sheet No.Designed: ...........

Drawn: ................

Checked: ............2010, Commonwealth of Virginiac

No. Description Date

STRUCTURE AND BRIDGE DIVISION

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

Revisions

ROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

bcf

1.d

gn

Central Office.

is on file in the

standard drawing

sealed and signed

A copy of the original

June 14, 2010

On the date of

Lic. No. 010487

Julius F.J. Volgyi Jr.

Sealed and Signed by:

VOL. V - PART 3 DATE: 31Aug2007 SHEET 2 of 2

STANDARD BCF-1: NOTES TO DESIGNER FILE NO. BCF-1-2

CROSS FRAME DETAILS

NOTES TO DESIGNER: For use of standard cross frames (diaphragms), see Manual of the Structure and Bridge Division, Volume V, Part 2, Chapter 11. Use V-cross frames up to a maximum angle of 60°.

Indicate on framing plan which type(s) are used, e.g., Typical Cross Frame CF2 at (near) Abutments, or Typical Intermediate Cross Frame CF1.

Cross Frames detailed on standard are as follows:

CF1: V-Type, Intermediate Diaphragm, Normal (0° Skew). Used also at piers for

continuous girders. CF2: V-Type, End Diaphragm, Normal (0° Skew) CF3: V-Type, End Diaphragm, Skewed CF4: V-Type, Intermediate Diaphragm, Skewed. Used at piers for continuous girders.

CF5: X-Type, Intermediate Diaphragm, Normal (0° Skew), Used also at piers for

continuous girders. CF6: X-Type, End Diaphragm, Normal (0° Skew) CF7: X-Type, End Diaphragm, Skewed. CF8: X-Type, Intermediate Diaphragm, Skewed. Used at piers for continuous girders.

For cross frames for curved girder structures, use standard BCF-2.

ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD:

None