REVISED

STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

OFFICE OF STRUCTURES

ISSUED

DEPUTY CHIEF ENGINEER

(STRUCTURES)

APPROVED:

BD-PS1E

3-11"

2-8"

9"

1-4"

3-3"

2"

1

4"

3"

3

9"

1-6" 2"

3

7"

3-11"

2-8"

9"

2-0"

3-1

1"

2"

1

4"

3"

3

9"

1-6" 2"

3

7"

3-11"

2-8"

9"

2-8"

4-7"

2"

1

4"

3"

3

9"

1-6" 2"

3

7"

3-11"

2-8"

9"

3-

4"

5-3"

2"

1

4"

3"

3

9"

1-6" 2"

3

7"

3-11"

2-8"

9"

4-0"

5-11"

2"

1

4"

3"

3

9"

1-6" 2"

3

7"

3-11"

2-8"

9"

4-8"

6-7"

2"

1

4"

3"

3

9"

1-6" 2"

3

7"2-4"

1-0"

1-4"

11

"3

"5

"

4"

5"

6"

" C

(TYP.)

3-0"

1-0"

1-6"

1-3"

3"

6"

6"

6"

6"

" C

(TYP.)

3-

9"

1-4"

1-10"

1-7"

4

7

7"

7"

7"

" C

(TYP.)

4-6"

1-8"

2-2"

1-11"

" C

(TYP.)

8"

8"

9"

6"

8"

3-6"

2-4"

8"

2-9"

5-

3"

4"

3"

5"

1-1" 4"

10

"

8"

3-6"

2-4"

8"

3-

6"

6-0"

4"

3"

5"

1-1" 4"

10"

8"

" C

(TYP.)

" C

(TYP.)

" C

(TYP.)

" C

(TYP.)

" C

(TYP.)

" C

(TYP.)

" C

(TYP.)

" C

(TYP.)

TYPE I BEAM TYPE II BEAM TYPE III BEAM TYPE IV BEAM TYPE V BEAM TYPE VI BEAM

I BEAM PROPERTIES

BEAM

TYPE

AREA

(in. )

DISTANCE FROM

C.G. TO BOTTOM (in.)

MOMENT OF

INERTIA Ix (in. )

BEAM

TYPE

AREA

(in. )

DISTANCE FROM

C.G. TO BOTTOM (in.)

MOMENT OF

INERTIA Ix (in. )

I

II

III

VI

V

VI

0.787

0.845

0.903

0.962

1.020

1.078

755

811

867

923

979

1035

18.77

22.39

26.05

29.76

33.50

37.26

148321

239351

356133

500495

674259

879241

WEIGHT

(k/ft.)

WEIGHT

(k/ft.)

0.288

0.384

0.583

0.822

1.055

1.130

276

369

560

789

1013

1085

12.59

15.83

20.27

24.73

31.96

36.38

22750

50980

125390

260730

521180

733320

NOTE:

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE

INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL

OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN

PROPORTIONAL AND ARE FULLY DIMENSIONED.2 4 42

(TYP.) (TYP.)

(TYP.) (TYP.)

(TYP.) (TYP.)

(TYP.) (TYP.)

(TYP.) (TYP.)

(TYP.) (TYP.)

(TYP.) (TYP.)

(TYP.) (TYP.)

(TYP.) (TYP.)

(TYP.)(TYP.)

(TYP.) (TYP.)

(TYP.)(TYP.)

3" (TYP.)

5" (TYP.)

3" (TYP.)

6" (TYP.)

4"

7"

6" (TYP.)

9" (TYP.) 10" (TYP.)

(TYP.) (TYP.)

10" (TYP.)

(TYP.) (TYP.)

PCEFv-v39 PCEFv-v47 PCEFv-v55 PCEFv-v63 PCEFv-v71 PCEFv-v79

PCEFv-v39

PCEFv-v47

PCEFv-v55

PCEFv-v63

PCEFv-v71

PCEFv-v79

CONSULT THE NYSDOT BRIDGE MANUAL FOR GUIDANCE

REGARDING THE USE OF PCEF BULB TEE OR AASHTO I-BEAMS

PRESTRESSED CONCRETE

AASHTO I-BEAM & PCEF

TYPICAL SECTIONS

PCEF BULB TEE BEAM PROPERTIES

ISSUED UNDER EB 08-001

EFFECTIVE WITH THE

LETTING OF 9/04/08

ORIGINAL SIGNED BY

GEORGE A. CHRISTIAN, P.E.

1/18/08