SHEET INDEX

SHT DESCRIPTION (281) 931-9832

TRICON PRECAST LTD.

CHECKED BY:

APPROVED BY:

of

M. VANCE

G.Nelson

G.Nelson

DRAWN BY:

1 1

TITLE SHEET

08/21/08

TRICON PRECAST LTD.HOUSTON, TEXAS

(281) 931-9832

N O T I C E:

THESE DRAWINGS ARE FURNISHED ONLY FOR THE USE OF THIS PROJECT. THE PROPRIETARY INFORMATION

SHOWN HEREIN IS NOT TO BE TRANSMITTED TO ANY OTHER ORGANIZATION

WITHOUT AUTHORIZATION FROM TRICON PRECAST, LTD.

SHEETTRICON JOB NO.: DATE:

CONTRACT NO.:

DATE MARK

REVISIONS

DESCRIPTION

D.O.T. PROJECT NO.:

LOCATION NO.:

CON-STRUCT PREFABRICATED BRIDGE SYSTEM

STANDARD PLANS

1009 44th STREET, SUITE A-2

WYOMING, MI 49509

PH. (616) 261-8630

TEG A Tricon Precast Company

TRICONENGINEERINGGROUP, LTD

1009 44th STREET, SUITE A-2

WYOMING, MI 49509

PH. (616) 261-8630

TEG A Tricon Precast Company

TRICONENGINEERINGGROUP, LTD

15055 HENRY ROAD

HOUSTON, TEXAS 77060

CON-STRUCT PREFABRICATED BRIDGE SYSTEM

STANDARD PLANS

TPL

THE DESIGN CONTAINED IN THESE DRAWINGS IS BASED ON THE TRICON PRECAST, LTD. SPECIFICATIONS

AND THE INFORMATION PROVIDED BY THE OWNER.

TM

STANDARD SPAN SERIES - 35’ THROUGH 60’

TITLE SHEET

CON-STRUCT STANDARDS (35’-60’ SPANS)

CON-STRUCT STANDARD SECTIONS (35’-60’ SPANS)

CON-STRUCT STEEL GIRDER DETIALS (35’-60’ SPANS)

1 of 1

1 of 3

2 of 3

3 of 3

30.000’ thru 60.000’ Spans

PLAN

13.0

00’

13.0

00’

24.0

00’

Road

way

1.0

00’

1.0

00’

13’-0" 13’-0"

TYPICAL TRANSVERSE SECTION

1’-0" 1’-0"

26’-0" Overall

Driving Surface

24’-0" Roadway

8’-8" Nominal 8’-8" Nominal 8’-8" Nominal

Precast Slab

C.L. Structure

7"

Min.

1"Y

"

"X"

SPAN

LENGTH

SECTION DEPTHS

"X" "Y"

FT In In

35

40

50

60

19"

19"

TM

"H"

Haunch

24"

"H"

In

2"

2"

2"

4"

CL deformed

bar anchors

Weld

PLAN

�" Min

�" Max

�(�) 8

Fill with

non-shrink

cementitious

grout

C

2 �

"

Min

to

Top

of Rod

by a Certified

Welder in accordance

with Item 448

1" Dia x 11" smooth

Lateral Connector

Rod (LCR)

SECTION

1" Dia x 11" smooth

Lateral Connector

Rod (LCR)

L Connector

Plate

Connector

Plate (Typ)

Connector

Plate (Typ)

(deformed bar anchors not shown for clarity)

GENERAL NOTES:

TABLE OF VARIABLE VALUES

8.6

67’ Individual Precast

Unit

8.6

67’ Individual Precast

Unit

26.0

00’

Overall

8.6

67’ Individual Precast

Unit

8’-8"

Galvanized Stay-in-Place

Metal Decking

2% Slope 2% Slope

9�"

9�"

14�"

Top and

Botto

m

Top and Bottom

Outside Precast

Deck Fascia

Bent Plate Top Flange (Typ)

Bent Plate Top Flange (Typ)

Deck Joint

Top of Precast Deck Span

ELEVATION

CAST-IN-PLACE CLOSURE POUR

1’ -0" Saw & Seal

(Typ)

C.I.P. Concrete

Closure Pour

#4 bar at 12" Spacing

#4 bar at 12"

Spacing

2"

Min.

Clr

Cover

�" Diameter Shear Connectors - See Sheet 3 for Spacing (Typ both flanges)

45 21" 4"

55 26" 4"

1

Center Diaphragm

(If Required)1’ -6"

Backwall

1’ -6"

Backwall

Galvanized Bent Plate Girder

Galvanized Bent Plate Girder

9�"

14�"

16�" 28�"

CHECKED BY:

APPROVED BY:

of

DRAWN BY:

CHECKED BY:

APPROVED BY:

DRAWN BY:

TRICON PRECAST, LTD.

N O T I C E:

THE DESIGN CONTAINED IN THESE DRAWINGS IS BASED ON THE TRICON PRECAST, LTD. SPECIFICATIONS

AND THE INFORMATION PROVIDED BY THE OWNER.

THESE DRAWINGS ARE FURNISHED ONLY FOR THE USE OF THIS PROJECT. THE PROPRIETARY INFORMATION

SHOWN HEREIN IS NOT TO BE TRANSMITTED TO ANY OTHER ORGANIZATION

WITHOUT AUTHORIZATION FROM TRICON PRECAST, LTD.

SHEETTRICON JOB NO.: DATE:

CONTRACT NO.:

DATE MARK

REVISIONS

DESCRIPTION

PROJECT NO.:

TRICON PRECAST LTD.

1009 44th STREET, SUITE A-2

WYOMING, MI 49509

PH. (616) 261-8630

TEG A Tricon Precast Company

TRICONENGINEERINGGROUP, LTD

15055 HENRY ROADHOUSTON, TEXAS, 77060

(281) 931-9832

SPANS 35’ THRU 60’

1TPL

08-21-08

CON-STRUCT PREFABRICATED BRIDGE SYSTEM

Fill shear keys in deck slab, full diaphragm and partial diaphragm

with packaged non-metallic, non-shrink cementitious grout that is

certified by the manufacturer to meet the requirements of ASTM

C 1107, free of chlorides, and capable of a compressive strength

of 5,000 psi after 24 hours of curing at anticipated temperatures.

Surface preparation, mixing and consistency of grout, placing, and

curing grout must follow the manufacturer’s recommendations.

Curing compounds are not allowed.

Methods of transverse load transfer include, but are not limited to:

- cast-in-place closure pour of no less than 10" in depth

- transverselypost-tensioned concreteintermediate diaphragm

- welded lateral connector

Transverse connections detals shall be provided with fabrication shop

drawings submittal.

For grouted keyway longitudinal joints, if no other method of transverse

load trasfer is provided, transverse post-tensioning shall be required. The

compressive stress due to transverse post-tensioning shall not be less than

150 psi through the deck keyway.

Prior to post-tensioing, grout between deck and diaphragm elements must

attain a minimum compressive strengh of 3000 psi.

WELDED LATERAL CONNECTOR DETAIL

Non-Shrink

Cementitious

Grout

2"

3"

1"�"

7"

Min.

(transverse post-tensioning required)

GROUTED KEYWAY

3

HAUNCH

1-6"

8’-8"

2’-2"

Precast

Slab

"Y"

EXTERIOR BEAM

"A" "A""B" "B"

Top of Precast

Deck

Bottom of Galvanized

Steel Beam

"X"

Steel Bea

m

"Y"

SPAN

LENGTH

SECTION DEPTHS

"A" "B"

FT In In

35

40

50

60

8’-8"

2’-2"

Precast

Slab

"Y"

INTERIOR BEAM

"A" "A""B" "B"

Haunch

"H"

In

Haunch

"H"

"H"

"Y"

In

2"

2"

2"

4"

GENERAL NOTES:

1’-3"

TABLE OF VARIABLE VALUES

TYPICAL SECTIONS

"H"+

7"

Deck

+

Haunch

19"

19"

24"28"

7"

Min.

2% 2%

8’-8"

BACKWALL AND FULL CENTER DIAPHRAGM CROSS SECTION

Top of Precast

Deck2%2%

7"

Min.

Lifting Anchor Recessed

Below Top of Deck (Fill

Recess with Non-Shrink

Cementitiuos Grout)

#4 bar #4 bar #4 bar #4 bar

#4 bar (TYP)

#4 bar

#4 bar

#4 bar

2"

Min.

Clr

Cover

1�

" Min.

Clr

Cover

2"

Min.

Clr

Cover

1�

" Min.

Clr

Cover

3"2"

#5 bar

"H"+

7"

Min.

55 11" 4" 26"28"

45 4" 21"

Min.

CHECKED BY:

APPROVED BY:

of

DRAWN BY:

CHECKED BY:

APPROVED BY:

DRAWN BY:

TPL

TRICON PRECAST, LTD.

08-21-08

N O T I C E:

THE DESIGN CONTAINED IN THESE DRAWINGS IS BASED ON THE TRICON PRECAST, LTD. SPECIFICATIONS

AND THE INFORMATION PROVIDED BY THE OWNER.

THESE DRAWINGS ARE FURNISHED ONLY FOR THE USE OF THIS PROJECT. THE PROPRIETARY INFORMATION

SHOWN HEREIN IS NOT TO BE TRANSMITTED TO ANY OTHER ORGANIZATION

WITHOUT AUTHORIZATION FROM TRICON PRECAST, LTD.

SHEETTRICON JOB NO.: DATE:

CONTRACT NO.:

DATE MARK

REVISIONS

DESCRIPTION

PROJECT NO.:

TRICON PRECAST LTD.

1009 44th STREET, SUITE A-2

WYOMING, MI 49509

PH. (616) 261-8630

TEG A Tricon Precast Company

TRICONENGINEERINGGROUP, LTD

15055 HENRY ROADHOUSTON, TEXAS, 77060

(281) 931-9832

SPANS 35’ THRU 60’

CON-STRUCT PREFABRICATED BRIDGE SYSTEM

TM

Galvanized Bent

Plate Girder

(Typ)

Stay-in-Place

Decking (Typ)

Stay-in-Place

Decking (Typ)

Galvanized Bent

Plate Girder

(Typ)

Anchor Bolts as Required

(See Railing Standrards)

9"(If Required)

Post-Tensioning

System (If Required)

Grout keyway between

diaphragms (If Required)

TotalWeight

Tons

19

21

25

28

32

36

25�"

25�"

25�"

35

11"

13�"

13�"

13�"

4" 28�"

Duct for Post-Tensioning

System (If Required)

32

BACKWALL SECTION

Designed according to AASHTO LRFD Specifications,

HL-93 live load.

Concrete strength ~ f’c = 6,000 psi.

All reinforcing shall be Grade 60.

Bar laps, where required, shall be as follows:

Uncoated ~ #4 = 1’-5"

~ #5 = 1’-9"

Epoxy coated ~ #4 = 2’-1"

~ #5 = 2’-7"

See railing details and standards for rail anchorage.

See bearing standards for bearing details and dimensions.

Multi-span units, with the slab continuous over

Interior Bents, may be formed with the details on this

standard.

Payment for packaged non-metallic, non-shrink

cementitious grout, for worked performed, materials

furnished and curing time, is considered subsidiary

to other bid items.

Lifting the prefabricated bridge units shall be by equal

loads to each pair of lifting devices. The lifting device

recess shall be grouted with non-shrink cementitious

grout after units are erected.

If post-tensioing is required:

Post-Tensioning System shall include post-tensioning

duct, high-strengh steel strand, anchorage, anchorage zone

reinforcement and steel bearing plates.

Post-Tensioning strand shall be 0.6" diameter, 270 ksi steel

that meets the requirements of ASTM A722.

Payment for furnishing the Post-Tensioning System is included

with the Con-Struct Prefabricated Superstructure System.

After tensioning, the post-tensioning duct shall be pressure

grouted with cementitious grout.

STUD DETAIL

�"

1�"

�"

3"

1�"

R

1

4

103^

BENT PLATE ELEVATION

BENT PLATE SECTION

CAMBER ELEVATION

BENT PLATE PLAN3"

Top

Flange

1’ -0" 1’ -0"

2"

2"

"Z"

"Z"

Ca

mber

"A"

Out ot

Out

Top

Flanges

Width

Botto

m

Flange

at

Center Span

"A"

"W"

Ca

mber

TABLE OF VARIALBLE VALUES

SPAN

LENGTH

SECTION DEPTHS

"A" "W"

FT In In

35

40

50

60

"W"

Precast Concrete

Deck Haunch

Top Flange

"X"

In

10"

"Z"

In

15"

Location Deflection

C BrgL 0.0

0.1 Span 0.31 x "Z"

0.2 Span 0.59 x "Z"

0.3 Span 0.81 x "Z"

0.4 Span 0.95 x "Z"

C SpanL "Z"

TABLE OF

DEFLECTIONS 3

DEAD LOAD DEFLECTION DIAGRAM

See Table forIntermediate Deflections

3�"

A

13.50

13.50

22.50

In 2

10"

�" Diamter Holes for

Reinforcement

(Typ Both Ends and Center)1’-3"

2"

1’-3"

2"

9"

�"X

"

9"

�"X

"

10" 9�"

9�"

14�"

"H"+

2"

"Span" - 1’

"X"

1" Diameter Weep Holes

(Typ Both Ends )1’ -9"

3"

(Typ)

FABRICATION NOTES:

�" x (H+2") Long Shear Connectors Spaced at 12"

1�"

R

(Typ.)

(Typ.)

45 10" 13.50

55 10" 18.00

28"

28"

25�"

25�"

25�"

35

14�"

16�"

9�"

CHECKED BY:

APPROVED BY:

of

DRAWN BY:

CHECKED BY:

APPROVED BY:

DRAWN BY:

TPL

TRICON PRECAST, LTD.

08-21-08

N O T I C E:

THE DESIGN CONTAINED IN THESE DRAWINGS IS BASED ON THE TRICON PRECAST, LTD. SPECIFICATIONS

AND THE INFORMATION PROVIDED BY THE OWNER.

THESE DRAWINGS ARE FURNISHED ONLY FOR THE USE OF THIS PROJECT. THE PROPRIETARY INFORMATION

SHOWN HEREIN IS NOT TO BE TRANSMITTED TO ANY OTHER ORGANIZATION

WITHOUT AUTHORIZATION FROM TRICON PRECAST, LTD.

SHEETTRICON JOB NO.: DATE:

CONTRACT NO.:

DATE MARK

REVISIONS

DESCRIPTION

PROJECT NO.:

TRICON PRECAST LTD.

1009 44th STREET, SUITE A-2

WYOMING, MI 49509

PH. (616) 261-8630

TEG A Tricon Precast Company

TRICONENGINEERINGGROUP, LTD

15055 HENRY ROADHOUSTON, TEXAS, 77060

(281) 931-9832

CON-STRUCT PREFABRICATED BRIDGE SYSTEM

3

GALVANIZED STEEL GIRDER DETAILS

3

TM

18.00

STEEL SECTION

PROPERTIES

Wt./ft

#/ft

46

46

46

62

62

77

2�"

2�"

3"

2�"

3�"

"Span" - 1’-0"

2�" Diameter

Hole for Post-

Tensioning Duct

(If Required)

Use galvanized ASTM A709, Grades 36, 50 or 50W, for all

steel. Steel shall be hot-dipped galvanized according to

ASTM A123.

Shear developers shall be �" diameter studs and meet the

tolerances specified in AWS D1.5, Section 7.4.5.

Shear delveloper spacing is based on an ADT of 10,000 vehicles

per lane with 2% Truck Traffic. Spacing will be varied based on

site specific traffic data.

All dimensions in Beam Elevation are measured horizontally.

"Z" is an approximate value, based on theoretical camber,

dead load deflection and constant grade (i.e. no vertical curve).

Beam bottom flanges and webs are classified as tension

components and are subject to impact testing requirements.

One optional shop splice is permissible for beam lengths

in excess of 50’. Do not locate the optional splice within

0.20L of either side of the centerline of span where L is

the span length between centers of bearing. Optional shop

splices must be made by full penetration groove welds.

Beams are cambered for total dead load deflection plus

long term creep effects.

Produce camber using pressure, or a combination

of heat and pressure.

Beams shall be supported at 10’ minimum intervals during

the casting of the concrete deck.