decast engineered precast brochure (2019.01.28) engineered precast... · precast wall system decast...

ENGINEERED PRECAST

MANUFACTURED

100% INDOORS WITH CONTROLLED CONDITIONS

FAST AND EASYINSTALLATION

ASSUREDQUALITY

REDUCED RISK

decastltd.com

BOXCULVERTS

APPLICATIONS• Conveyance of storm water from urban developments• Designed for gravity fl ow of fl uids• Can be used as small bridges and for stream crossing where natural stream bed does not have to be maintained

STANDARD(S) REFERENCES

ADDITIONAL INFORMATIONContact us at [email protected] for:

• Box culvert sizes, not listed on next page• 3-sided box culverts• Special loading conditions (increased depth of cover, railway loading, other special loading conditions)• Post tensioned box culverts

DIMENSIONSOPSS Design: standard length of sections is 2.44mDECAST Design: standard length of sections is 2.5m

OPSS DESIGN

SPAN X RISE (mm)

WALL THICKNESS (mm)

APPROX. MASS (kg/m)

1800 x 900 200 3,380

1800 x 1200 200 3,690

2400 x 1200 200 4,560

2400 x1500 200 4,870

2400 x 1800 200 5,170

3000 x 150 250 6,860

3000 x 1800 250 7,250

3000 x 2100 250 7,630

3000 x 2400 250 8,020

DECAST DESIGN

SPAN X RISE (mm)

WALL THICKNESS (mm)

APPROX. MASS (kg/m)

3600 x 2400 300 10,130

3600 x 3000 300 11,010

3600 x 3600 300 11,900

3600 x 4200 300 12,780

4200 x 2400 300 11,010

4200 x 3000 300 11,900

4200 x 3600 300 12,780

4200 x 4200 300 13,660

4800 x 2400 350 14,140

4800 x 3000 350 15,160

4800 x 3600 350 16,190

4800 x 4200 350 17,220

5400 x 2400 350 15,160

5400 x 3000 350 16,190

5400 x 3600 350 17,220

5400 x 4200 350 18,250

• Plant Prequalifi cation Program

• OPSS 1821• CSA S6 – CHDBC

• OPSS 422• ASTM C1433• CSA A23.4

• Bends• Reducers & Increasers• Radius Sections• Beveled Ends• Scribed Holes

• Flush Ends• Maintenance Hole Tees• Plugs and Caps• Dowels and Inserts - 15 M

FEATURES AVAILABLE ON REQUEST

decastltd.com

BOXCULVERTS

APPLICATIONS• Conveyance of storm water from urban developments• Designed for gravity fl ow of fl uids• Can be used as small bridges and for stream crossing where natural stream bed does not have to be maintained

STANDARD(S) REFERENCES

ADDITIONAL INFORMATIONContact us at [email protected] for:

• Box culvert sizes, not listed on next page• 3-sided box culverts• Special loading conditions (increased depth of cover, railway loading, other special loading conditions)• Post tensioned box culverts

DIMENSIONSOPSS Design: standard length of sections is 2.44mDECAST Design: standard length of sections is 2.5m

OPSS DESIGN

SPAN X RISE (mm)

WALL THICKNESS (mm)

APPROX. MASS (kg/m)

1800 x 900 200 3,380

1800 x 1200 200 3,690

2400 x 1200 200 4,560

2400 x1500 200 4,870

2400 x 1800 200 5,170

3000 x 150 250 6,860

3000 x 1800 250 7,250

3000 x 2100 250 7,630

3000 x 2400 250 8,020

DECAST DESIGN

SPAN X RISE (mm)

WALL THICKNESS (mm)

APPROX. MASS (kg/m)

3600 x 2400 300 10,130

3600 x 3000 300 11,010

3600 x 3600 300 11,900

3600 x 4200 300 12,780

4200 x 2400 300 11,010

4200 x 3000 300 11,900

4200 x 3600 300 12,780

4200 x 4200 300 13,660

4800 x 2400 350 14,140

4800 x 3000 350 15,160

4800 x 3600 350 16,190

4800 x 4200 350 17,220

5400 x 2400 350 15,160

5400 x 3000 350 16,190

5400 x 3600 350 17,220

5400 x 4200 350 18,250

• Plant Prequalifi cation Program

• OPSS 1821• CSA S6 – CHDBC

• OPSS 422• ASTM C1433• CSA A23.4

• Bends• Reducers & Increasers• Radius Sections• Beveled Ends• Scribed Holes

• Flush Ends• Maintenance Hole Tees• Plugs and Caps• Dowels and Inserts - 15 M

FEATURES AVAILABLE ON REQUEST

decastltd.com

O-SeriesTM 4 - 20

20 - 27

1.0 - 4.2

3.2 - 6.4

3.1-63.7(13 - 65) (3.2 - 13.8) (33 - 685)

51.1 - 134.0(66 - 87) (10.5 - 21) (550 - 1442)

Hydraulics, clear spans, grade separations

Longer span hydraulics, clear spans, gradeseparations

O-SeriesTM

Twin Leaf

SE O-SERIESTM PRECAST BRIDGE UNIT

INVERT ELEVATION

BOTTOM OF ARCH

TOP OF ARCH

PRECAST SPANFOUNDATION WITHONE-SIDED KEYWAY

BOTTOM OF LEG

BOTTOM OF FOOTING

APPLICATIONS SPANm (ft)

RISEm (ft)

WATERWAYAREA m2 (ft2)PRECAST BRIDGE UNIT

FOUNDATION WITHONE-SIDED KEYWAY

DE-SPAN ®MODULAR PRECAST BRIDGES & CULVERTS

O-SERIESTMMODULAR PRECAST BRIDGES & CULVERTS

ADDITIONAL FEATURES & INFORMATION

snoitces dewekS •sgniliar dna sbals hcaorppa ,sliardraug rof stresni tsaC •

• Wingwalls, headwalls and footings dna gnippihs ,ngised no tnedneped snoisnemid noitceS •

context of installation

DIMENSIONS

SERVICESNAPS-ED rof sgniward larutcurts laniF •

® are sealed (stamped) by a Professional Engineer. DECAST holds a Certifi cate of Authorization licence #11600360, issued by Professional Engineers Ontario

• Installation assistance and consultation can be provided

APPLICATIONS • Small bridge construction and replacement

FEATURES AND BENEFITS• Fully engineered, modular system• Rapid installation• Precast Footings & Express Foundations• Outward horizontal reactions – one-sided keyway, reduced forming and grouting• Maximized clear span and clear distance between footings• Lower installation and maintenance costs• Three-sided structure provides a natural bottom for environmental applications

• Underpasses / overpasses for roads, stream crossings(to preserve natural streambed), pedestrian walkways

Precast Footings & Express Foundations

Span 4 m to 16 m

Rise 0.9 m to 3.6 m

Laying Length 1.2 m to 2.5 m

Leg Thickness 250 mm minimum

Deck Thickness 300 mm minimum

Haunch Length 1371 mm, 2032 mm, 4270 mm

decastltd.com

O-SeriesTM 4 - 20

20 - 27

1.0 - 4.2

3.2 - 6.4

3.1-63.7(13 - 65) (3.2 - 13.8) (33 - 685)

51.1 - 134.0(66 - 87) (10.5 - 21) (550 - 1442)

Hydraulics, clear spans, grade separations

Longer span hydraulics, clear spans, gradeseparations

O-SeriesTM

Twin Leaf

SE O-SERIESTM PRECAST BRIDGE UNIT

INVERT ELEVATION

BOTTOM OF ARCH

TOP OF ARCH

PRECAST SPANFOUNDATION WITHONE-SIDED KEYWAY

BOTTOM OF LEG

BOTTOM OF FOOTING

APPLICATIONS SPANm (ft)

RISEm (ft)

WATERWAYAREA m2 (ft2)PRECAST BRIDGE UNIT

FOUNDATION WITHONE-SIDED KEYWAY

DE-SPAN ®MODULAR PRECAST BRIDGES & CULVERTS

O-SERIESTMMODULAR PRECAST BRIDGES & CULVERTS

ADDITIONAL FEATURES & INFORMATION

snoitces dewekS •sgniliar dna sbals hcaorppa ,sliardraug rof stresni tsaC •

• Wingwalls, headwalls and footings dna gnippihs ,ngised no tnedneped snoisnemid noitceS •

context of installation

DIMENSIONS

SERVICESNAPS-ED rof sgniward larutcurts laniF •

® are sealed (stamped) by a Professional Engineer. DECAST holds a Certifi cate of Authorization licence #11600360, issued by Professional Engineers Ontario

• Installation assistance and consultation can be provided

APPLICATIONS • Small bridge construction and replacement

FEATURES AND BENEFITS• Fully engineered, modular system• Rapid installation• Precast Footings & Express Foundations• Outward horizontal reactions – one-sided keyway, reduced forming and grouting• Maximized clear span and clear distance between footings• Lower installation and maintenance costs• Three-sided structure provides a natural bottom for environmental applications

• Underpasses / overpasses for roads, stream crossings(to preserve natural streambed), pedestrian walkways

Precast Footings & Express Foundations

Span 4 m to 16 m

Rise 0.9 m to 3.6 m

Laying Length 1.2 m to 2.5 m

Leg Thickness 250 mm minimum

Deck Thickness 300 mm minimum

Haunch Length 1371 mm, 2032 mm, 4270 mm

decastltd.com

A PRECAST CONCRETE RETAINING WALL SYSTEM DESIGNED TO MEET DEMAND FOR MINIMALEXCAVATION REQUIREMENTS

• Wall Face 1.22m x 2.44m (4′ x 8′)

• Wall Height 1.22m to 12.20m (4′ to 40′)

• Stem Length 1.83m to 6.10m (6′ to 20′)

• Traffic Barrier 0.91m or 1.07m (3′ or 3.5’)

decastltd.com

GRAVIX®

PRECAST WALL SYSTEM

DECAST is now offering a new precast retaining wall system that reduces excavation requirements (typically 30% less than conventional RSS walls), uses native backfill instead of expensive granular, temporary shoring is not needed and steel straps or geogrid are not required. Additionally, there is a crash-tested, traffic barrier option that provides a finished retaining wall with the barrier in place.

TYPICAL CUT CROSS SECTION

TYPICAL FILL CROSS SECTION

GRAVIX TRAFFIC BARRIER UNIT

GRAVIX LEVELING UNIT

GRAVIX STANDARD UNIT

EMBEDMENT VARIES(SEE ELEVATION VIEW)

STRUCTURAL FILL MUST BEREPLACED AND COMPACTED TO

95% STANDARD PROCTOR INFRONT OF THE WALL PRIOR TO

BACKFILLING ABOVE 2438mmOF WALL HEIGHT

LEVELLING PAD

FOUNDATION SOIL

150mm MIN.

1219mm TYPICAL ALLSTANDARD UNITS

HEIGHT VARIES ON LEVELING

ROADWAY SECTION WITH BASE

PROPOSED ROADWAY

TOP OF WALL / GUTTER LINEELEVATION

STRUCTURAL FILL (SEEPROJECT SPECIFICATIONS)

SIZE AND DEPTH OF UNIT(TYP.)

FILTER FABRIC

102mm SCHEDULE 40 SLOTTEDPVC PIPE. OUTLET TO GRAVITYFED STORM DRAIN. 100%SLOPE MINIMUM.

BLANKET DRAIN ( #57 CLEAR STONE)

610mm COMPACTED STRUCTURAL FILLABOVE TOP OF CHIMNEY DRAIN

DRAINAGE COMPOSITE DC 402CHIMNEY DRAIN

RETAINED SOIL

TEMPORARY BACK CUT TO BEAPPROVED BY ON - SITEGEOTECHNICAL ENGINEERPRIOR TO CONSTRUCTION

FILTER FABRIC

102mm SCHEDULE 40SLOTTED PVC PIPE. OUTLET TOGRAVITY FED STORM DRAIN.1.00% SLOPE MINIMUM.

LEVELLING PAD

FOUNDATION SOIL

150mm MIN.BLANKET DRAIN ( #57 CLEAR STONE)

EMBEDMENT VARIES

ROADWAY

GRAVIX STANDARD UNITBARRIER FACE OPTION

GRAVIX TOP UNIT

TOP OF WALL ELEVATION

PERMANENT FENCEDRAINAGE SWALE

SIZE ANDDEPTH OF UNIT(TYP.)

MAX 2H:1V

STRUCTURAL FILL

decastltd.com

A PRECAST CONCRETE RETAINING WALL SYSTEM DESIGNED TO MEET DEMAND FOR MINIMALEXCAVATION REQUIREMENTS

• Wall Face 1.22m x 2.44m (4′ x 8′)

• Wall Height 1.22m to 12.20m (4′ to 40′)

• Stem Length 1.83m to 6.10m (6′ to 20′)

• Traffic Barrier 0.91m or 1.07m (3′ or 3.5’)

decastltd.com

GRAVIX®

PRECAST WALL SYSTEM

DECAST is now offering a new precast retaining wall system that reduces excavation requirements (typically 30% less than conventional RSS walls), uses native backfill instead of expensive granular, temporary shoring is not needed and steel straps or geogrid are not required. Additionally, there is a crash-tested, traffic barrier option that provides a finished retaining wall with the barrier in place.

TYPICAL CUT CROSS SECTION

TYPICAL FILL CROSS SECTION

GRAVIX TRAFFIC BARRIER UNIT

GRAVIX LEVELING UNIT

EMBEDMENT VARIES(SEE ELEVATION VIEW)

STRUCTURAL FILL MUST BEREPLACED AND COMPACTED TO

95% STANDARD PROCTOR INFRONT OF THE WALL PRIOR TO

BACKFILLING ABOVE 2438mmOF WALL HEIGHT

LEVELLING PAD

FOUNDATION SOIL

150mm MIN.

1219mm TYPICAL ALLSTANDARD UNITS

HEIGHT VARIES ON LEVELING

ROADWAY SECTION WITH BASE

PROPOSED ROADWAY

TOP OF WALL / GUTTER LINEELEVATION

STRUCTURAL FILL (SEEPROJECT SPECIFICATIONS)

SIZE AND DEPTH OF UNIT(TYP.)

FILTER FABRIC

102mm SCHEDULE 40 SLOTTEDPVC PIPE. OUTLET TO GRAVITYFED STORM DRAIN. 100%SLOPE MINIMUM.

BLANKET DRAIN ( #57 CLEAR STONE)

610mm COMPACTED STRUCTURAL FILLABOVE TOP OF CHIMNEY DRAIN

DRAINAGE COMPOSITE DC 402CHIMNEY DRAIN

RETAINED SOIL

TEMPORARY BACK CUT TO BEAPPROVED BY ON - SITEGEOTECHNICAL ENGINEERPRIOR TO CONSTRUCTION

FILTER FABRIC

102mm SCHEDULE 40SLOTTED PVC PIPE. OUTLET TOGRAVITY FED STORM DRAIN.1.00% SLOPE MINIMUM.

LEVELLING PAD

FOUNDATION SOIL

150mm MIN.BLANKET DRAIN ( #57 CLEAR STONE)

EMBEDMENT VARIES

ROADWAY

GRAVIX STANDARD UNITBARRIER FACE OPTION

GRAVIX TOP UNIT

TOP OF WALL ELEVATION

PERMANENT FENCEDRAINAGE SWALE

SIZE ANDDEPTH OF UNIT(TYP.)

MAX 2H:1V

STRUCTURAL FILL

decastltd.com

BOX MAINTENANCE HOLES

INSIDEDIMENSIONS

MAX. STRAIGHT PIPE SIZE

- LONG WALL(mm)

- SHORT WALL(mm)

MAX. RIGHT ANGLE PIPE SIZE

- LONG WALL (mm)

MAX. RIGHT ANGLE PIPE SIZE - SHORT WALL

MAX. STRAIGHT OPSS BOX CULVERT

- LONG WALL(mm)

- SHORT WALL (mm)

1200x1200 825 DIA. 825 DIA. 375 DIA. 375 DIA. N/A N/A

1800x2400 1800 DIA. 1350 DIA. 1050 DIA. 750 DIA. 1800x1200 N/A

2400x2400 1800 DIA. 1800 DIA. 1050 DIA. 1050 DIA. 1800x1200 1800x1200

INSIDE DIMENSIONS

WALL THICKNESS

SLAB THICKNESS

1200x1200 225 225

900x1800 225 225

1500x1800 225 225

1800x2400 225 / 250 225 / 300

2400x2400 225 / 250 300

1800x3000 225 / 250 300

2400x3000 225 / 250 300

3000x3000 225 / 250 300

2400x3800 250 300

3000x3800 250 300

3000x4400 250 300

3000x5000 250 300

APPLICATIONS

• Used when pipe diameters to be inserted are too large for a round maintenance hole

• Can be used as pumping stations, control structures and wet wells

DIMENSIONS

• 900mm x 1800mm to 3000mm x 5000mm• Walls are 225mm minimum• Base and top are 225mm minimum

ADDITIONAL INFORMATION

• Joints are sealed with butyl mastic sealant• For other sizes and/or depths greater than

7m, contact [email protected]

decastltd.com

BOX MAINTENANCE HOLES

INSIDEDIMENSIONS

- LONG WALL(mm)

- SHORT WALL(mm)

MAX. RIGHT ANGLE PIPE SIZE

- LONG WALL (mm)

MAX. RIGHT ANGLE PIPE SIZE - SHORT WALL

- LONG WALL(mm)

- SHORT WALL (mm)

INSIDE DIMENSIONS

WALL THICKNESS

SLAB THICKNESS

1200x1200 225 225

900x1800 225 225

1500x1800 225 225

1800x2400 225 / 250 225 / 300

2400x2400 225 / 250 300

1800x3000 225 / 250 300

2400x3000 225 / 250 300

3000x3000 225 / 250 300

2400x3800 250 300

3000x3800 250 300

3000x4400 250 300

3000x5000 250 300

APPLICATIONS

• Used when pipe diameters to be inserted are too large for a round maintenance hole

• Can be used as pumping stations, control structures and wet wells

DIMENSIONS

• 900mm x 1800mm to 3000mm x 5000mm• Walls are 225mm minimum• Base and top are 225mm minimum

ADDITIONAL INFORMATION

• Joints are sealed with butyl mastic sealant• For other sizes and/or depths greater than

7m, contact [email protected]

decastltd.com

UTILITY CHAMBERS

ENGINEEREDPRECAST SOLUTIONSOur engineering team can work with you to design the exact precast concrete products you need to achieve your project objectives.

With DECAST you get higher quality, long asset life and leading engineered precast solutions.

2000 SERIES

LENGTH (mm)

PIPE DIAMETER

MASS PER MONO

SECTION (kg)

2000 x 3400 75 and 100 14,400

2000 x 3700 150 15,320

2000 x 4100 200 16,540

2000 x 4600 250 18,070

MAXIMUM PIPE SIZE

2400 x 1800

3000 x 2400

2400 x 1800 (mm)

HEIGHT (m)

APPROX. MASS (kg)

Flat Cap 0.354 3,175

Riser Section 0.610 - 2.438 4,762

Transition Slab 0.305 3,175

Base Slab 0.203 2,871

3000 x 2400 (mm)

HEIGHT (m)

APPROX. MASS (kg)

Flat Cap 0.381 6,555

Riser Section 0.610 - 2.438 7,633

Base Slab 0.203 6,010

Chamber Chimney(mm)

HEIGHT (m)

APPROX. MASS (kg)

750 x 1200 0.305 - 1.219 1,680

• For depths greater than 7 m total contact us at [email protected]

1950 1950

APPLICATIONS• Precast housing for pumps, meters, valves and

other utilities

DIMENSIONS• Dimensions in charts are internal dimensions• Height is measured from top of base to bottom of joint• Contact us at [email protected] for

dimensions not listed in the charts

ADDITIONAL INFORMATION• Self-lubricating gaskets included• Contact us at [email protected] to go

through your project specifi cs

STANDARD(S) REFERENCE• CSA A23.4• CSA 257.4• OPSD 1101• OPSD 1108• City of Toronto (T-1108 Series)• Region of Peel (1-1-5)• Region of Peel (1-1-6)

decastltd.com

UTILITY CHAMBERS

ENGINEEREDPRECAST SOLUTIONSOur engineering team can work with you to design the exact precast concrete products you need to achieve your project objectives.

With DECAST you get higher quality, long asset life and leading engineered precast solutions.

2000 SERIES

LENGTH (mm)

PIPE DIAMETER

MASS PER MONO

SECTION (kg)

2000 x 3400 75 and 100 14,400

2000 x 3700 150 15,320

2000 x 4100 200 16,540

2000 x 4600 250 18,070

MAXIMUM PIPE SIZE

2400 x 1800

3000 x 2400

2400 x 1800 (mm)

HEIGHT (m)

APPROX. MASS (kg)

Flat Cap 0.354 3,175

Riser Section 0.610 - 2.438 4,762

Base Slab 0.203 2,871

3000 x 2400 (mm)

HEIGHT (m)

APPROX. MASS (kg)

Flat Cap 0.381 6,555

Riser Section 0.610 - 2.438 7,633

Base Slab 0.203 6,010

Chamber Chimney(mm)

HEIGHT (m)

APPROX. MASS (kg)

750 x 1200 0.305 - 1.219 1,680

• For depths greater than 7 m total contact us at [email protected]

1950 1950

APPLICATIONS• Precast housing for pumps, meters, valves and

other utilities

DIMENSIONS• Dimensions in charts are internal dimensions• Height is measured from top of base to bottom of joint• Contact us at [email protected] for

dimensions not listed in the charts

ADDITIONAL INFORMATION• Self-lubricating gaskets included• Contact us at [email protected] to go

through your project specifi cs

STANDARD(S) REFERENCE• CSA A23.4• CSA 257.4• OPSD 1101• OPSD 1108• City of Toronto (T-1108 Series)• Region of Peel (1-1-5)• Region of Peel (1-1-6)

decastltd.comdecastltd.com

WEB www.decastltd.com4

CONTACT Rob Micieli 416.605.7374 Vice President, Sales

David Archer, P.Eng. 705.715.1269 Manager, Engineering &Business Development

Mauro DeFranco, P.Eng.

647.500.3789 Technical Sales Engineer

Frank Mazza, C.E.T.

416.520.2779

John Pozzobon, C.E.T.

905.302.1062

Martin Fischer 705.796.8868

Jenny Ogden 705.734.2892ext 2240Manager, Shipping

SALES [email protected]

ENGINEERING

[email protected]

INFO & INQUIRIES

[email protected]

DECAST Ltd.8807 County Road 56Utopia, ON L0M 1T01.800.461.5632705.734.2892

decast engineered precast brochure (2019.01.28) engineered precast... · precast wall system decast...

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