decastltd.com

FAST & EASYINSTALLATION

MODULARBRIDGES &CULVERTS

MODULARBRIDGES &CULVERTS

MODULARBRIDGES &CULVERTS

MODULARMODULARMODULARMODULARMODULARMODULARMODULARBRIDGES &BRIDGES &BRIDGES &BRIDGES &BRIDGES &BRIDGES &BRIDGES &CULVERTSCULVERTSCULVERTSCULVERTSCULVERTSCULVERTSCULVERTS

WEB www.decastltd.com4

CONTACT Rob Micieli 416.605.7374 Vice President, Sales

Jenny Ogden 705.734.2892ext 2240Manager, Shipping

David Archer, P.Eng. 705.715.1269Manager, 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

Sales

Sales

Sales

SALES sales@decastltd.com

ENGINEERING

engineering@decastltd.com

INFO & INQUIRIES

info@decastltd.com

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

! %

0

MODULAR BRIDGES &FOOTINGS

ENGINEERED FORHEAVY LOADS

TRANSPARENTTIMELINES

$

2020.03.19

• •

•

FEATURES AND BENEFITS• Fully engineered, modular system

• Rapid installation

• 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

With a history of innovation and experience, DECAST has taken precast bridges & culverts to the next level with the O-SeriesTM precast bridge system (a licensed product of Contech Engineered Solutions LLC). Requiring less concrete per open area than any other precast bridge & culvert structure, the O-SeriesTM precast bridge & culvert system is the ideal blend of hydraulic efficiency and structural capacity.

O-SERIESTM

O-SeriesTM 4 - 20

20 - 27

1.0 - 4.2

3.2 - 6.4

3.1-63.7

51.1 - 134.0

Hydraulics, clear spans, grade separations

Longer span hydraulics,clear spans, grade

separations

O-SeriesTM

Twin Leaf

PREC

AST

RISE

CLEA

R RI

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

FLOWC STRUCTURE

ROADWAY WIDTH

LENGTH

DEG. 1WIN

GWALL

1

DEG. 2WINGW

ALL 2

DEG. 3

WINGW

ALL 3

DEG. 4

WIN

GWALL

4XX

ROADWAY SKEW ANGLE

L

•

•

•

PREC

AST

CLEA

R RI

SE

FOUNDATION WITHONE-SIDED KEYWAY

APPLICATIONS SPAN(m)

RISE(m)

WATERWAYAREA (m2)PRECAST BRIDGE UNIT

2 3

• •

•

FEATURES AND BENEFITS• Fully engineered, modular system

• Rapid installation

• 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

With a history of innovation and experience, DECAST has taken precast bridges & culverts to the next level with the O-SeriesTM precast bridge system (a licensed product of Contech Engineered Solutions LLC). Requiring less concrete per open area than any other precast bridge & culvert structure, the O-SeriesTM precast bridge & culvert system is the ideal blend of hydraulic efficiency and structural capacity.

O-SERIESTM

O-SeriesTM 4 - 20

20 - 27

1.0 - 4.2

3.2 - 6.4

3.1-63.7

51.1 - 134.0

Hydraulics, clear spans, grade separations

Longer span hydraulics,clear spans, grade

separations

O-SeriesTM

Twin Leaf

PREC

AST

RISE

CLEA

R RI

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

FLOWC STRUCTURE

ROADWAY WIDTH

LENGTH

DEG. 1WIN

GWALL

1

DEG. 2WINGW

ALL 2

DEG. 3

WINGW

ALL 3

DEG. 4

WIN

GWALL

4XX

ROADWAY SKEW ANGLE

L

•

•

•

PREC

AST

CLEA

R RI

SE

FOUNDATION WITHONE-SIDED KEYWAY

APPLICATIONS SPAN(m)

RISE(m)

WATERWAYAREA (m2)PRECAST BRIDGE UNIT

2 3

O-SERIESTM O-SERIESTM

SPAN

0-10

0 SE

RIES

0-20

0 SE

RIES0-

300

SERI

ES

0-40

0 SE

RIES

0-50

0 SE

RIES

0-60

0 SE

RIES

0-70

0 SE

RIES

0737

0744

0633

0641

0529

0537

0425

0321

0215

0226

0331

0434

0124

0113

2 4 6 8 10 12 14 16 18 20 ft

2 3 4 5 6 m

RISE

SHAPE ID SPAN (mm) RISE (mm) WATERWAYAREA (m2)

MASS (kg/m)

113114115116117118119120121122123124

396042704570488051805490579061006400671070107320

99012501520177020402300257028303100336036203890

3.07 4.18 5.30 6.60 7.90 9.29 10.78 12.36 14.03 15.80 17.56 19.42

2560 2857 3155 3482 3810 4167 4524 4851 5238 5595 5982 6369

0-100 SERIES

215216217218219220221222223224225226

457048805180549057906100640067107010732076207920

98012501510178020402310257028303100336036303890

3.72 4.92 6.22 7.71 9.20 10.68 12.36 14.12 15.89 17.84 19.79 21.83

2857 3155 3453 3780 4107 4464 4822 5149 5536 5893 6280 6667

0-200 SERIES

321322323324325326327328329330331– –

64006710701073207620792082308530884091409450

12801540181020702340260028603130339036503920

6.418.189.94

11.8913.8415.8918.0220.2522.5824.9027.31

– –

4703 5060 5447 5863 6280 6727 7173 7619 8096 8602 9108

– –

0-300 SERIES

SHAPE ID SPAN (mm) RISE (mm) WATERWAYAREA (m2)

MASS (kg/m)

425426427428429430431432433434– –– –

76207920823085308840914094509750

10,06010,360

– –– –

1520179020502310258028403110337036403900

– –– –

8.8310.8713.0115.2417.5619.8822.3924.9027.5030.19

– –– –

5536592363106727714375608036248389599465

– –– –

0-400 SERIES

529530531532533534535536537– –– –– –

8840914094509750

10,06010,36010,67010,97011,280

– –– –– –

170019702230249027603020328035503810

– –– –– –

11.8914.3116.7219.2321.8324.5327.3130.1933.17

– –– –– –

711376198155869192869881

10,53611,19111,905

– –– –– –

0-500 SERIES

633634635636637638639640641– –– –– –

10,06010,36010,67010,97011,28011,58011,89012,19012,500

– –– –– –

193022002460273029903250352037804040

– –– –– –

15.1417.8420.6223.5026.4829.4532.5235.7739.02

– –– –– –

90789584

10,09010,65511,25111,87612,53013,18513,899

– –– –– –

0-600 SERIES

737738739740741742743744– –– –– –– –

11,28011,58011,89012,19012,50012,80013,12013,140

– –– –– –– –

21902450272029803250351037804040

– –– –– –– –

18.9521.9325.0828.2431.4934.8438.2841.71

– –– –– –– –

10,38710,95311,54812,17312,82813,51314,22714,971

– –– –– –– –

0-700 SERIES

4 5

O-SERIESTM O-SERIESTM

SPAN

0-10

0 SE

RIES

0-20

0 SE

RIES0-

300

SERI

ES

0-40

0 SE

RIES

0-50

0 SE

RIES

0-60

0 SE

RIES

0-70

0 SE

RIES

0737

0744

0633

0641

0529

0537

0425

0321

0215

0226

0331

0434

0124

0113

2 4 6 8 10 12 14 16 18 20 ft

2 3 4 5 6 m

RISE

SHAPE ID SPAN (mm) RISE (mm) WATERWAYAREA (m2)

MASS (kg/m)

113114115116117118119120121122123124

396042704570488051805490579061006400671070107320

99012501520177020402300257028303100336036203890

3.07 4.18 5.30 6.60 7.90 9.29 10.78 12.36 14.03 15.80 17.56 19.42

2560 2857 3155 3482 3810 4167 4524 4851 5238 5595 5982 6369

0-100 SERIES

215216217218219220221222223224225226

457048805180549057906100640067107010732076207920

98012501510178020402310257028303100336036303890

3.72 4.92 6.22 7.71 9.20 10.68 12.36 14.12 15.89 17.84 19.79 21.83

2857 3155 3453 3780 4107 4464 4822 5149 5536 5893 6280 6667

0-200 SERIES

321322323324325326327328329330331– –

64006710701073207620792082308530884091409450

12801540181020702340260028603130339036503920

6.418.189.94

11.8913.8415.8918.0220.2522.5824.9027.31

– –

4703 5060 5447 5863 6280 6727 7173 7619 8096 8602 9108

– –

0-300 SERIES

SHAPE ID SPAN (mm) RISE (mm) WATERWAYAREA (m2)

MASS (kg/m)

425426427428429430431432433434– –– –

76207920823085308840914094509750

10,06010,360

– –– –

1520179020502310258028403110337036403900

– –– –

8.8310.8713.0115.2417.5619.8822.3924.9027.5030.19

– –– –

5536592363106727714375608036248389599465

– –– –

0-400 SERIES

529530531532533534535536537– –– –– –

8840914094509750

10,06010,36010,67010,97011,280

– –– –– –

170019702230249027603020328035503810

– –– –– –

11.8914.3116.7219.2321.8324.5327.3130.1933.17

– –– –– –

711376198155869192869881

10,53611,19111,905

– –– –– –

0-500 SERIES

633634635636637638639640641– –– –– –

10,06010,36010,67010,97011,28011,58011,89012,19012,500

– –– –– –

193022002460273029903250352037804040

– –– –– –

15.1417.8420.6223.5026.4829.4532.5235.7739.02

– –– –– –

90789584

10,09010,65511,25111,87612,53013,18513,899

– –– –– –

0-600 SERIES

737738739740741742743744– –– –– –– –

11,28011,58011,89012,19012,50012,80013,12013,140

– –– –– –– –

21902450272029803250351037804040

– –– –– –– –

18.9521.9325.0828.2431.4934.8438.2841.71

– –– –– –– –

10,38710,95311,54812,17312,82813,51314,22714,971

– –– –– –– –

0-700 SERIES

4 5

0-900 SERIES

O-SERIESTM O-SERIESTM

843844845846847848– –– –– –– –– –– –

13,12013,41013,72014,02014,33014,630

– –– –– –– –– –– –

268029403200347037304000

– –– –– –– –– –– –

26.2929.8233.3537.0740.7844.59

– –– –– –– –– –– –

12,20312,76813,39314,04814,70315,417

– –– –– –– –– –– –

949950951952953954955– –– –– –– –– –

14,94015,24015,54015,84016,16016,46016,760

– –– –– –– –– –

2620288031403410367039304200

– –– –– –– –– –

29.7333.7237.7241.9046.0850.4554.81

– –– –– –– –– –

13,57214,19714,88215,56616,22117,02517,798

– –– –– –– –– –

105510561057105810591060

– –– –– –– –– –– –

16,76017,07017,37017,68017,98018,290

– –– –– –– –– –– –

272029803250351037804040

– –– –– –– –– –– –

35.3039.7644.3148.9653.6158.44

– –– –– –– –– –– –

16,93517,59018,27518,98919,73320,507

– –– –– –– –– –– –

0-1000 SERIES

SPAN (mm) RISE (mm) WATERWAYAREA (m2)

MASS(kg/m)

11611162116311641165

– –– –– –– –– –– –– –

18,59018,90019,20019,51019,810

– –– –– –– –– –– –– –

30703300360038604130

– –– –– –– –– –– –– –

43.2048.2253.2358.3463.55

– –– –– –– –– –– –– –

18,92919,64420,35821,13221,936

– –– –– –– –– –– –– –

SPAN (mm) RISE (mm) WATERWAYAREA (m2)

MASS(kg/m)

0-1100 SERIES

1478147914801481148214831484148514861487

– –– –

23,77024,08024,38024,69024,99025,30025,60025,91026,21026,520

– –– –

4010427045404800506053305590585061206390

– –– –

74.2780.5987.0093.46

100.02106.65113.37120.17127.05134.01

– –– –

34,22835,24036,25237,29338,30539,31740,32941,37142,38343,395

– –– –

0-1400 SERIES

1266126712681269127012711272127312741275

– –– –

20,20020,42020,73021,03021,34021,64021,94022,25022,55022,860

– –– –

3200346037303990426045204780505053105580

– –– –

51.0756.4261.8567.3672.9578.6284.3790.2196.12

102.11– –– –

22,70923,48324,28725,12025,98326,87627,82928,78130,06130,835

– –– –

0-1200 SERIES

1372137313741375137613771378137913801381

– –– –

21,95022,25022,55022,86023,16023,47023,77024,08024,38024,690

– –– –

3350362038804150441046704940520054705730

– –– –

57.0862.9268.8374.8280.9087.0593.2999.60

106.00112.48

– –– –

28,18628,96029,76330,59731,46032,35333,72534,22835,21036,222

– –– –

0-1300 SERIES

0-800 SERIES

SHAPE ID SHAPE ID

MULTI-CELL STRUCTURES

0-80

0 SE

RIES

0-10

00 S

ERIE

S

0-11

00 S

ERIE

S

0-90

0 SE

RIES

01161

01165

01055

01060

0949

0955

0843

0848

0-12

00T

SERI

ES

0-14

00T

SERI

ES0-

1300

T SE

RIES

01275T

01266T

01372T

01381T

01487T

01478T

SPAN

RISE

2 4 6 8 10 12 14 16 18 20 ft2 3 4 5 6 m

6 7

0-900 SERIES

O-SERIESTM O-SERIESTM

843844845846847848– –– –– –– –– –– –

13,12013,41013,72014,02014,33014,630

– –– –– –– –– –– –

268029403200347037304000

– –– –– –– –– –– –

26.2929.8233.3537.0740.7844.59

– –– –– –– –– –– –

12,20312,76813,39314,04814,70315,417

– –– –– –– –– –– –

949950951952953954955– –– –– –– –– –

14,94015,24015,54015,84016,16016,46016,760

– –– –– –– –– –

2620288031403410367039304200

– –– –– –– –– –

29.7333.7237.7241.9046.0850.4554.81

– –– –– –– –– –

13,57214,19714,88215,56616,22117,02517,798

– –– –– –– –– –

105510561057105810591060

– –– –– –– –– –– –

16,76017,07017,37017,68017,98018,290

– –– –– –– –– –– –

272029803250351037804040

– –– –– –– –– –– –

35.3039.7644.3148.9653.6158.44

– –– –– –– –– –– –

16,93517,59018,27518,98919,73320,507

– –– –– –– –– –– –

0-1000 SERIES

SPAN (mm) RISE (mm) WATERWAYAREA (m2)

MASS(kg/m)

11611162116311641165

– –– –– –– –– –– –– –

18,59018,90019,20019,51019,810

– –– –– –– –– –– –– –

30703300360038604130

– –– –– –– –– –– –– –

43.2048.2253.2358.3463.55

– –– –– –– –– –– –– –

18,92919,64420,35821,13221,936

– –– –– –– –– –– –– –

SPAN (mm) RISE (mm) WATERWAYAREA (m2)

MASS(kg/m)

0-1100 SERIES

1478147914801481148214831484148514861487

– –– –

23,77024,08024,38024,69024,99025,30025,60025,91026,21026,520

– –– –

4010427045404800506053305590585061206390

– –– –

74.2780.5987.0093.46

100.02106.65113.37120.17127.05134.01

– –– –

34,22835,24036,25237,29338,30539,31740,32941,37142,38343,395

– –– –

0-1400 SERIES

1266126712681269127012711272127312741275

– –– –

20,20020,42020,73021,03021,34021,64021,94022,25022,55022,860

– –– –

3200346037303990426045204780505053105580

– –– –

51.0756.4261.8567.3672.9578.6284.3790.2196.12

102.11– –– –

22,70923,48324,28725,12025,98326,87627,82928,78130,06130,835

– –– –

0-1200 SERIES

1372137313741375137613771378137913801381

– –– –

21,95022,25022,55022,86023,16023,47023,77024,08024,38024,690

– –– –

3350362038804150441046704940520054705730

– –– –

57.0862.9268.8374.8280.9087.0593.2999.60

106.00112.48

– –– –

28,18628,96029,76330,59731,46032,35333,72534,22835,21036,222

– –– –

0-1300 SERIES

0-800 SERIES

SHAPE ID SHAPE ID

MULTI-CELL STRUCTURES

0-80

0 SE

RIES

0-10

00 S

ERIE

S

0-11

00 S

ERIE

S

0-90

0 SE

RIES

01161

01165

01055

01060

0949

0955

0843

0848

0-12

00T

SERI

ES

0-14

00T

SERI

ES0-

1300

T SE

RIES

01275T

01266T

01372T

01381T

01487T

01478T

SPAN

RISE

2 4 6 8 10 12 14 16 18 20 ft2 3 4 5 6 m

6 7

decastltd.com

LEG THICKNESS

HAUNCHTHICKNESS

DECK THICKNESS

LAYING LENGTH

SPAN

RISE

HAUNCHTHICKNESS

DE-SPAN ®MODULAR PRECAST BRIDGE & CULVERT SYSTEM

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

DE-SPAN® AT A GLANCE• DE-SPAN® is designed by DECAST structural engineers• High quality, test-fi tted modules

ruo ta rotartsinimda tcartnoc a yb detcepsni eb naC •manufacturing facility prior to shipment

sgnitoof yawyek tsacerp ni tis sgel egdirB • nihtiw dellatsni dna ecnavda ni llew derutcafunam eb naC •

tatibah efildliw dna hs fi fo noitavreserp rof swodniw latnemnorivne• Variying skews available • Fast installation to minimize traffi c interruptions

SPAN rehto eht no gel eht edisni ot edis eno no gel eht edisni morf emarf eht fo htdiW •

side, 4m to 16m

RISE ta kced eht fo edisrednu eht ot gel lacitrev eht fo mottob eht morf ecnatsiD •

midpoint, 0.9m to 3.6m

LAYING LENGTH• Individual length of modular section, 1.2m to 2.5m

LEG THICKNESS• 250mm minimum

DECK THICKNESS• 250mm minimum

APPLICATIONS• Small bridge & culvert construction or replacement, underpasses/overpasses for roads, stream crossings (to preserve natural streambed), pedestrian walkways

Precast Footings & Express Foundations

4m to 16m

Rise

Span

0.9m to 3.6m

Laying Length 1.2m to 2.5m

Leg Thickness 250mm minimum

Deck Thickness 300mm minimum

Haunch Length 1371mm, 2032mm, 4270mm

8 9

decastltd.com

LEG THICKNESS

HAUNCHTHICKNESS

DECK THICKNESS

LAYING LENGTH

SPAN

RISE

HAUNCHTHICKNESS

DE-SPAN ®MODULAR PRECAST BRIDGE & CULVERT SYSTEM

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

DE-SPAN® AT A GLANCE• DE-SPAN® is designed by DECAST structural engineers• High quality, test-fi tted modules

ruo ta rotartsinimda tcartnoc a yb detcepsni eb naC •manufacturing facility prior to shipment

sgnitoof yawyek tsacerp ni tis sgel egdirB • nihtiw dellatsni dna ecnavda ni llew derutcafunam eb naC •

tatibah efildliw dna hs fi fo noitavreserp rof swodniw latnemnorivne• Variying skews available • Fast installation to minimize traffi c interruptions

SPAN rehto eht no gel eht edisni ot edis eno no gel eht edisni morf emarf eht fo htdiW •

side, 4m to 16m

RISE ta kced eht fo edisrednu eht ot gel lacitrev eht fo mottob eht morf ecnatsiD •

midpoint, 0.9m to 3.6m

LAYING LENGTH• Individual length of modular section, 1.2m to 2.5m

LEG THICKNESS• 250mm minimum

DECK THICKNESS• 250mm minimum

APPLICATIONS• Small bridge & culvert construction or replacement, underpasses/overpasses for roads, stream crossings (to preserve natural streambed), pedestrian walkways

Precast Footings & Express Foundations

4m to 16m

Rise

Span

0.9m to 3.6m

Laying Length 1.2m to 2.5m

Leg Thickness 250mm minimum

Deck Thickness 300mm minimum

Haunch Length 1371mm, 2032mm, 4270mm

8 9

DE-SPAN®

DE-SPAN® DIMENSIONS (mm)

DECAST supplies all materials for site installation including any joint materials and life connection devices. All DE-SPAN® sections are designed and manufactured with swift lift connection devices to ensure safe and efficient lifting. A DECAST field services representative is available to provide technical assistance during installation.

This table is provided as a general guideline for lifting equipment. Actual section masses will vary. Actual mass will be marked on the finished product.

LEG THICKNESS

HAUNCHTHICKNESS

DECK THICKNESS

LAYING LENGTH

SPAN

RISE

HAUNCHTHICKNESS

DECKTHICKNESSSPAN LEG

THICKNESSHAUNCHLENGTH

HAUNCHHEIGHT

LAYINGLENGTH

305 305 305 305 305 305 305 356 356 356 356 356 458 458 458 508 508 559 559

4267487754866096670673157925853491449754

10,36310,97311,58212,19213,11014,02414,94015,85416,159

254 254 305 305 305 356 356 356 406 406 458 458 508 559 559 559 559 610 610

1371 1371 1371 2032 2032 2032 2032 2032 2032 2032 2032 4270 4270 4270 4270 4270 4270 4270 4270

203 203 203 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305

2500 2500 2500 2275 2275 2275 2275 2275 2000 2000 1800 1700 1600 1500 1200 1200 1200 1200 1200

DE-SPAN® MASS (kg/m)RISE (mm)

915SPAN(mm) 1220 1525 1830 2440 3050 3660

5389584566057897835391139569

11,17912,02212,55413,40915,61419,60520,63221,66224,54325,68329,30929,727

4267487754866096670673157925853491449754

10,36310,97311,58212,19213,11014,02414,94015,85416,159

576862247060835388099645

10,10111,71112,62913,16114,09416,29820,36421,46822,49825,37826,51830,22130,639

61486604751688099264

10,17710,63312,24313,23613,76814,77816,98321,12322,30323,33326,21427,35431,13331,550

65286983797292649720

10,70911,16512,77513,84314,37515,46317,66721,88223,13824,16927,04928,18932,04432,462

728777438884

10,17610,63211,77312,22913,83915,05615,58816,83219,03623,40124,80925,83928,72029,86033,86834,285

804685029795

11,08811,54412,83713,29314,90316,27016,80218,20120,40524,91926,48027,51030,39131,53135,69136,109

88059261

10,70711,99912,45513,90114,35715,96717,48318,01519,57021,77426,43728,15129,18132,06233,20237,51437,932

DE-SPANCLR

LENGTH

ROADW

AY

CL

SKEW

SKEWEDPIECE

DE-SPANCLR

LENGTH

ROAD WIDTH

ROADW

AY

CL

SKEW

TYPICAL DE-SPAN SITE LAYOUTR

10 11

DE-SPAN®

DE-SPAN® DIMENSIONS (mm)

DECAST supplies all materials for site installation including any joint materials and life connection devices. All DE-SPAN® sections are designed and manufactured with swift lift connection devices to ensure safe and efficient lifting. A DECAST field services representative is available to provide technical assistance during installation.

This table is provided as a general guideline for lifting equipment. Actual section masses will vary. Actual mass will be marked on the finished product.

LEG THICKNESS

HAUNCHTHICKNESS

DECK THICKNESS

LAYING LENGTH

SPAN

RISE

HAUNCHTHICKNESS

DECKTHICKNESSSPAN LEG

THICKNESSHAUNCHLENGTH

HAUNCHHEIGHT

LAYINGLENGTH

305 305 305 305 305 305 305 356 356 356 356 356 458 458 458 508 508 559 559

4267487754866096670673157925853491449754

10,36310,97311,58212,19213,11014,02414,94015,85416,159

254 254 305 305 305 356 356 356 406 406 458 458 508 559 559 559 559 610 610

1371 1371 1371 2032 2032 2032 2032 2032 2032 2032 2032 4270 4270 4270 4270 4270 4270 4270 4270

203 203 203 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305

2500 2500 2500 2275 2275 2275 2275 2275 2000 2000 1800 1700 1600 1500 1200 1200 1200 1200 1200

DE-SPAN® MASS (kg/m)RISE (mm)

915SPAN(mm) 1220 1525 1830 2440 3050 3660

5389584566057897835391139569

11,17912,02212,55413,40915,61419,60520,63221,66224,54325,68329,30929,727

4267487754866096670673157925853491449754

10,36310,97311,58212,19213,11014,02414,94015,85416,159

576862247060835388099645

10,10111,71112,62913,16114,09416,29820,36421,46822,49825,37826,51830,22130,639

61486604751688099264

10,17710,63312,24313,23613,76814,77816,98321,12322,30323,33326,21427,35431,13331,550

65286983797292649720

10,70911,16512,77513,84314,37515,46317,66721,88223,13824,16927,04928,18932,04432,462

728777438884

10,17610,63211,77312,22913,83915,05615,58816,83219,03623,40124,80925,83928,72029,86033,86834,285

804685029795

11,08811,54412,83713,29314,90316,27016,80218,20120,40524,91926,48027,51030,39131,53135,69136,109

88059261

10,70711,99912,45513,90114,35715,96717,48318,01519,57021,77426,43728,15129,18132,06233,20237,51437,932

DE-SPANCLR

LENGTH

ROADW

AY

CL

SKEW

SKEWEDPIECE

DE-SPANCLR

LENGTH

ROAD WIDTH

ROADW

AY

CL

SKEW

TYPICAL DE-SPAN SITE LAYOUTR

10 11

WATERWAY AREAS (m2)

MAXIMUM EARTH COVER (m)

RISE (mm)

915SPAN(mm) 1220 1525 1830 2440 3050 3660

3.624.184.744.956.076.627.187.748.308.858.739.289.84

10.6811.5212.3513.1913.47

4267 4877 5486 6096 7315 7925 8534 9144 9754 10,363 10,973 11,582 12,192 13,110 14,024 14,940 15,854 16,159

4.925.676.416.818.309.049.78

10.5311.2712.0112.0712.8213.5614.6815.7916.9118.0218.40

6.227.158.088.67

10.5311.4612.3913.3214.2515.1715.4216.3517.2818.6820.0721.4722.8623.32

7.538.649.76

10.5312.7613.8814.9916.1017.2218.3318.7719.8821.0

22.6824.3526.0227.6928.25

10.1211.6113.1

14.2417.2118.7020.1921.6723.1624.6525.4526.9328.4230.6632.8935.1237.3538.09

12.7314.5916.4417.9621.6823.5425.3927.2529.1130.9732.1434.0

35.86(-)(-)(-)(-)(-)

15.3317.5619.7921.6826.1428.3730.6032.8335.0637.2938.8441.0643.30

(-)(-)(-)(-)(-)

SPAN (m)

Max EarthCover (m)

RISESPAN

DE-SPANCL

R

T/ ROAD

EARTH COVER

WATER LEVEL VARIESWALL DRAIN

REINFORCED CONCRETE FOOTING(PRECAST OR CAST-IN-PLACE)

LIMIT OF EXCAVATION

KEYWAY

NATURAL STREAMBED

TYPICAL DE-SPAN SECTIONR

PRECAST CONCRETE BRIDGEDE-SPAN BRIDGE SYSTEM(DESIGN BY DECAST)

R

PRECAST VSCAST-IN-PLACE (CIP)

VS

SITE PREPExcavate as needed, removal of old bridge would be the same

FABRICATIONFootings and Bridge Spans are manufactured indoors with 100% controlled conditions at a precast facility, often all components are manufactured before the project starts

SCHEDULINGComponents arrive when the contractor is ready, footings and spans can be installed immediately upon arrival, even directly off of the truck. Significantly less on-site work reduces possible impact of weather on project schedules

QUALITYPrecast facilities provide ideal conditions for curing which produces the highest quality concrete productspossible

ENVIRONMENTAL & SOCIAL IMPACTMuch less on-site construction time results in less traffic disruptions, less accidents/injuries, less emissions

TIMELINE1 week to 1 month

COSTEquivalent to much cheaper

SITE PREPExcavation and extensive on-site formwork,significant skilled labour required

FABRICATIONOn-Site: Footings must be installed first. Afterthey cure, the pedestals formwork can be made,followed by another concrete pour. After that,more curing time is required to form and placethe concrete riding surface. This process can takeweeks to months

SCHEDULINGOn-site construction is unpredictable, logistics ofmaterial and manpower often causes problems.Unexpected weather conditions will delay progress, cold temperatures will slow curing times. Many more variables involved in the process results in much higher risk of delay

QUALITYCast-In-Place quality will never be equal, variableoutdoor conditions make it very challenging tocreate high quality products

ENVIRONMENTAL & SOCIAL IMPACTMuch greater on-site construction time results inmore traffic disruptions, more accidents/injuries,more emissions

TIMELINE2 months to 2 years

COSTEquivalent to much more expensive

PRECAST CAST-IN-PLACE

4.3 4.9 5.5 6.1 6.7 7.3 7.9 8.5 9.1 9.8 10.4 10.9 11.6 12.2 13.1 14.0 14.9 15.8 16.2

5.6 4.3 4.5 3.8 3.0 3.0 2.5 2.3 2.3 1.9 2.0 1.7 1.9 1.9 1.7 1.3 1.0 1.0 0.8

12 13

WATERWAY AREAS (m2)

MAXIMUM EARTH COVER (m)

RISE (mm)

915SPAN(mm) 1220 1525 1830 2440 3050 3660

3.624.184.744.956.076.627.187.748.308.858.739.289.84

10.6811.5212.3513.1913.47

4267 4877 5486 6096 7315 7925 8534 9144 9754 10,363 10,973 11,582 12,192 13,110 14,024 14,940 15,854 16,159

4.925.676.416.818.309.049.78

10.5311.2712.0112.0712.8213.5614.6815.7916.9118.0218.40

6.227.158.088.67

10.5311.4612.3913.3214.2515.1715.4216.3517.2818.6820.0721.4722.8623.32

7.538.649.76

10.5312.7613.8814.9916.1017.2218.3318.7719.8821.0

22.6824.3526.0227.6928.25

10.1211.6113.1

14.2417.2118.7020.1921.6723.1624.6525.4526.9328.4230.6632.8935.1237.3538.09

12.7314.5916.4417.9621.6823.5425.3927.2529.1130.9732.1434.0

35.86(-)(-)(-)(-)(-)

15.3317.5619.7921.6826.1428.3730.6032.8335.0637.2938.8441.0643.30

(-)(-)(-)(-)(-)

SPAN (m)

Max EarthCover (m)

RISESPAN

DE-SPANCL

R

T/ ROAD

EARTH COVER

WATER LEVEL VARIESWALL DRAIN

REINFORCED CONCRETE FOOTING(PRECAST OR CAST-IN-PLACE)

LIMIT OF EXCAVATION

KEYWAY

NATURAL STREAMBED

TYPICAL DE-SPAN SECTIONR

PRECAST CONCRETE BRIDGEDE-SPAN BRIDGE SYSTEM(DESIGN BY DECAST)

R

PRECAST VSCAST-IN-PLACE (CIP)

VS

SITE PREPExcavate as needed, removal of old bridge would be the same

FABRICATIONFootings and Bridge Spans are manufactured indoors with 100% controlled conditions at a precast facility, often all components are manufactured before the project starts

SCHEDULINGComponents arrive when the contractor is ready, footings and spans can be installed immediately upon arrival, even directly off of the truck. Significantly less on-site work reduces possible impact of weather on project schedules

QUALITYPrecast facilities provide ideal conditions for curing which produces the highest quality concrete productspossible

ENVIRONMENTAL & SOCIAL IMPACTMuch less on-site construction time results in less traffic disruptions, less accidents/injuries, less emissions

TIMELINE1 week to 1 month

COSTEquivalent to much cheaper

SITE PREPExcavation and extensive on-site formwork,significant skilled labour required

FABRICATIONOn-Site: Footings must be installed first. Afterthey cure, the pedestals formwork can be made,followed by another concrete pour. After that,more curing time is required to form and placethe concrete riding surface. This process can takeweeks to months

SCHEDULINGOn-site construction is unpredictable, logistics ofmaterial and manpower often causes problems.Unexpected weather conditions will delay progress, cold temperatures will slow curing times. Many more variables involved in the process results in much higher risk of delay

QUALITYCast-In-Place quality will never be equal, variableoutdoor conditions make it very challenging tocreate high quality products

ENVIRONMENTAL & SOCIAL IMPACTMuch greater on-site construction time results inmore traffic disruptions, more accidents/injuries,more emissions

TIMELINE2 months to 2 years

COSTEquivalent to much more expensive

PRECAST CAST-IN-PLACE

4.3 4.9 5.5 6.1 6.7 7.3 7.9 8.5 9.1 9.8 10.4 10.9 11.6 12.2 13.1 14.0 14.9 15.8 16.2

5.6 4.3 4.5 3.8 3.0 3.0 2.5 2.3 2.3 1.9 2.0 1.7 1.9 1.9 1.7 1.3 1.0 1.0 0.8

12 13

BENEFITS• Provides ease and speed of installation

• Alleviates hazardous working conditions

• Trapezoidal foundation reduces wingwall concrete quantities

• Minimal reinforcement to be placed on site

CONSTRUCTION PROCESS1. Excavate and prepare foundation subgrade2. Unload and place precast foundation sections3. Place minimal reinforcing at joints to provide foundation continuity4. Set precast bridge units, headwalls and wingwalls if necessary5. Fill cells with cast-in-place concrete6. Seal joints, grout wingwalls (if necessary) and backfill

A precast foundation system that blends the speed of precast with the economy of cast-in-place. This system is a licensed product of Contech Engineered Solutions LLC

EXPRESSTM FOUNDATIONSA precast foundation system that blends the speed of precast with the economy of cast-in-place. This system is a

FOUNDATIONSPrecast wall counterfort

Precast wall anchor

Wingwall connection plate

Precast Bridge Unit

Precast headwall

Precast wingwall

Cross section of wingwall foundation

(20% material savings versus rectangular foundation)

300mm (12”) wide precast cross-member

Blockout for shop-installed longitudinal reinforcing bars

Blockout in precast cross-member

Keyway to be grouted

for CIP concrete passage between cells

Example: 1.8m x 0.61m (6’x2’) foundation

• 27% Precast• 73% CIP Concrete Fill

Example: 1.8m x 0.61m (6’x2’) foundation

Field-placed longitudinal reinforcing bars at joints only

Shop-installed longitudinal reinforcement along entire length of foundation

Shop-installed transverse primary reinforcement along entire length of foundation

Joint in EXPRESS foundation

Cells between precast cross-members filled with

cast-in-place concrete

12” wide precast cross-member

reinforcing bars at joints only

entire length of entire length of foundation

Shop-installed transverse primary reinforcement along entire along entire length of length of foundation

Joint in EXPRESS foundation

Cells between precast -members filled with

-in-place concrete

12” wide precast

14 15

BENEFITS• Provides ease and speed of installation

• Alleviates hazardous working conditions

• Trapezoidal foundation reduces wingwall concrete quantities

• Minimal reinforcement to be placed on site

CONSTRUCTION PROCESS1. Excavate and prepare foundation subgrade2. Unload and place precast foundation sections3. Place minimal reinforcing at joints to provide foundation continuity4. Set precast bridge units, headwalls and wingwalls if necessary5. Fill cells with cast-in-place concrete6. Seal joints, grout wingwalls (if necessary) and backfill

A precast foundation system that blends the speed of precast with the economy of cast-in-place. This system is a licensed product of Contech Engineered Solutions LLC

EXPRESSTM FOUNDATIONSA precast foundation system that blends the speed of precast with the economy of cast-in-place. This system is a

FOUNDATIONSPrecast wall counterfort

Precast wall anchor

Wingwall connection plate

Precast Bridge Unit

Precast headwall

Precast wingwall

Cross section of wingwall foundation

(20% material savings versus rectangular foundation)

300mm (12”) wide precast cross-member

Blockout for shop-installed longitudinal reinforcing bars

Blockout in precast cross-member

Keyway to be grouted

for CIP concrete passage between cells

Example: 1.8m x 0.61m (6’x2’) foundation

• 27% Precast• 73% CIP Concrete Fill

Example: 1.8m x 0.61m (6’x2’) foundation

Field-placed longitudinal reinforcing bars at joints only

Shop-installed longitudinal reinforcement along entire length of foundation

Shop-installed transverse primary reinforcement along entire length of foundation

Joint in EXPRESS foundation

Cells between precast cross-members filled with

cast-in-place concrete

12” wide precast cross-member

reinforcing bars at joints only

entire length of entire length of foundation

Shop-installed transverse primary reinforcement along entire along entire length of length of foundation

Joint in EXPRESS foundation

Cells between precast -members filled with

-in-place concrete

12” wide precast

14 15

DE-SPAN® & O-SERIESTM

INSTALLATIONSHIPPING & STORAGEOpen bottom culvert sections are designed to be lifted and stored on their side until installation on site. Sections are shipped with the centre of gravity in line with the vehicle’s centre of gravity. Sections are supplied with lift anchors and lift eyes to allow connection of the cables to the section. Only the lift eyes supplied for installation should be used for lifting the sections. FOUNDATION PREPARATIONThe horizontal alignment and dimensions of the keyway and top surface are critical when setting sections in place. Subgrade preparation shall be in accordance with the project specifications and the geotechnical information.

SITE PREPARATIONS & CRANE SELECTIONThe size of crane required is dictated by the section mass and the location of the crane relative to the furthest installed section. DECAST recommends that a field services member make a site visit prior to the planned installation to confirm crane selection and installation plans.

The staging area for the crane should be located as close to the finished span as possible and the crane must be stabilized. There must be access for trucks to unload sections next to the crane. Space is required to permit laying down of the sections and then tipping upright for installation. A turn area to allow the trucks to back in towards the crane should be identified and prepared prior to delivery.

Footing keyways must be swept free of debris and dewatered below the bottom of the keyway elevation if necessary.

CRANE RIGGINGDE-SPAN® & O-SERIES™ installation requires the use of a crane with an auxiliary hoist to allow rotation of the sections from the shipping position on their side to the upright position. Snatch blocks are recommended to allow equal distribution of force to the four top mounted lift points.

GROUTING & SHIMMINGShim under the legs to ensure sections are flush. Shim behind the legs in the keyway to avoid any kicking out. Grout should be 35MPa non-shrink with a minimum aggregate diameter of 0.6mm. Superplastisizer may be used to provide a higher slump if necessary. Mound grout on either side of the section leg and vibrate the grout until it passes through to the opposite side. It is necessary to ensure that the section legs are grouted on all sides and up to the tops of both sides of the keyway.

BACKFILLINGBackfilling must not proceed until the grout has reached the specified strength. The backfill process should be reviewed with the project engineer and the DECAST representative prior to proceeding. Backfill against the finished structure in layers no greater than 300mm and on alternating sides. At no time should the height on the opposing sides vary by more than 600mm. Compact to a minimum of 95% proctor density.

FIELD SERVICESDECAST offers the assistance of trained and experienced Field Services Technicians who can advise the installation crew on handling and installation procedures. Contact DECAST to prepare for your installation.

CRANE RIGGING

LATERAL SUPPORT BLOCKING

ADJUSTMENT SHIMS UNDER LEGS

ADJUSTMENT SHIMS UNDER LEGS

16 17

DE-SPAN® & O-SERIESTM

INSTALLATIONSHIPPING & STORAGEOpen bottom culvert sections are designed to be lifted and stored on their side until installation on site. Sections are shipped with the centre of gravity in line with the vehicle’s centre of gravity. Sections are supplied with lift anchors and lift eyes to allow connection of the cables to the section. Only the lift eyes supplied for installation should be used for lifting the sections. FOUNDATION PREPARATIONThe horizontal alignment and dimensions of the keyway and top surface are critical when setting sections in place. Subgrade preparation shall be in accordance with the project specifications and the geotechnical information.

SITE PREPARATIONS & CRANE SELECTIONThe size of crane required is dictated by the section mass and the location of the crane relative to the furthest installed section. DECAST recommends that a field services member make a site visit prior to the planned installation to confirm crane selection and installation plans.

The staging area for the crane should be located as close to the finished span as possible and the crane must be stabilized. There must be access for trucks to unload sections next to the crane. Space is required to permit laying down of the sections and then tipping upright for installation. A turn area to allow the trucks to back in towards the crane should be identified and prepared prior to delivery.

Footing keyways must be swept free of debris and dewatered below the bottom of the keyway elevation if necessary.

CRANE RIGGINGDE-SPAN® & O-SERIES™ installation requires the use of a crane with an auxiliary hoist to allow rotation of the sections from the shipping position on their side to the upright position. Snatch blocks are recommended to allow equal distribution of force to the four top mounted lift points.

GROUTING & SHIMMINGShim under the legs to ensure sections are flush. Shim behind the legs in the keyway to avoid any kicking out. Grout should be 35MPa non-shrink with a minimum aggregate diameter of 0.6mm. Superplastisizer may be used to provide a higher slump if necessary. Mound grout on either side of the section leg and vibrate the grout until it passes through to the opposite side. It is necessary to ensure that the section legs are grouted on all sides and up to the tops of both sides of the keyway.

BACKFILLINGBackfilling must not proceed until the grout has reached the specified strength. The backfill process should be reviewed with the project engineer and the DECAST representative prior to proceeding. Backfill against the finished structure in layers no greater than 300mm and on alternating sides. At no time should the height on the opposing sides vary by more than 600mm. Compact to a minimum of 95% proctor density.

FIELD SERVICESDECAST offers the assistance of trained and experienced Field Services Technicians who can advise the installation crew on handling and installation procedures. Contact DECAST to prepare for your installation.

CRANE RIGGING

LATERAL SUPPORT BLOCKING

ADJUSTMENT SHIMS UNDER LEGS

ADJUSTMENT SHIMS UNDER LEGS

16 17

CASE STUDIES

GOALAlleviate traffic congestion while also improving fish passage, a new bridge structure was needed

CHALLENGESOnly 10 days allowed for removal of the original structure and installation of the new bridge, cast-in-place could never achieve this timeline RESULTSAll 14 O-SeriesTM arches (12m span x 2.7m rise) were set in just one day via crane, project was completed on time and on budget

APIARY ROAD STREAM CROSSING & FISH PASSAGE (O-SeriesTM)

GOALHydraulic improvements to reduce flooding risks throughout Mississauga. For the Rena Road Mimico Creek Crossing, the old corrugated steel pipe did not have enough capacity, was not well maintained and in a state of disrepair. Replace efficiently with longer lasting 3-sided precast culverts and precast footings

CHALLENGESMinimal traffic and environmental disruption, complete half of the bridge at a time to keep the road open

RESULTS19 DE-SPAN® structures (12m span x 3m rise) were manufactured indoors, under 100% controlled conditions and stored for rapid delivery/installation. For the first half, the precast footings and modular bridge spans took 2 days to install. The road was never closed and the creek was not disturbed. The new half is paved and open while the second half is being removed and prepared for 2 days of precast installation

RENA ROAD CULVERT REPLACMENT (DE-SPAN®)

COLONIAL ROAD DESIGN / BUILD (O-SeriesTM)

GOAL Create a naturalized area that will not only add beauty, but habitat for aquatic life and plants as the creek makes its final journey into Kempenfelt Bay, realignment of a major city road, increase storm water capacity, use precast structures that will last 75+ years

CHALLENGES The relatively new steel culvert prematurely failed forcing action much quicker than anticipated, iteven collapsed when trying to remove it. This project was directly downtown and long construction times wouldnot be accepted

RESULTS 96 DE-SPAN® (10m span x 1.8m rise, with multiples curves) were installed in 3 phases, this projectremoved contaminated soil from the site, improved the culvert flow capacity to reduce potential flooding,renewed storm infrastructure that had reached the end of its life cycle, improved the waterfront for residents,improved traffic flow into the city core and improved fish spawning

GOAL A focal point of this project was to replace the 120 year old 37m long steel truss bridge with a 99m long precast concrete bridge, 84 O-SeriesTM arches (16m span x 3.4m rise set on pedestal walls)

CHALLENGES All work to be performed around the train schedule with only limited outages permitted, additionally the confined jobsite was located in a suburban neighborhood causing logistical problems for storing equipment and material

RESULTS The project was completed within budget and ahead of schedule using only two of the three weekendclosures permitted. 42 flatbeds were delivered to the site on two consecutive Friday nights. Installation wentsmoothly with an arch set in place every 20 minutes. Utilizing the O-SeriesTM allowed for the use of 16m arches,instead of 19m, providing considerable cost savings

KIDD’S CREEK CULVERT IMPROVEMENTS (DE-SPAN®)

18 19

CASE STUDIES

GOALAlleviate traffic congestion while also improving fish passage, a new bridge structure was needed

CHALLENGESOnly 10 days allowed for removal of the original structure and installation of the new bridge, cast-in-place could never achieve this timeline RESULTSAll 14 O-SeriesTM arches (12m span x 2.7m rise) were set in just one day via crane, project was completed on time and on budget

APIARY ROAD STREAM CROSSING & FISH PASSAGE (O-SeriesTM)

GOALHydraulic improvements to reduce flooding risks throughout Mississauga. For the Rena Road Mimico Creek Crossing, the old corrugated steel pipe did not have enough capacity, was not well maintained and in a state of disrepair. Replace efficiently with longer lasting 3-sided precast culverts and precast footings

CHALLENGESMinimal traffic and environmental disruption, complete half of the bridge at a time to keep the road open

RESULTS19 DE-SPAN® structures (12m span x 3m rise) were manufactured indoors, under 100% controlled conditions and stored for rapid delivery/installation. For the first half, the precast footings and modular bridge spans took 2 days to install. The road was never closed and the creek was not disturbed. The new half is paved and open while the second half is being removed and prepared for 2 days of precast installation

RENA ROAD CULVERT REPLACMENT (DE-SPAN®)

COLONIAL ROAD DESIGN / BUILD (O-SeriesTM)

GOAL Create a naturalized area that will not only add beauty, but habitat for aquatic life and plants as the creek makes its final journey into Kempenfelt Bay, realignment of a major city road, increase storm water capacity, use precast structures that will last 75+ years

CHALLENGES The relatively new steel culvert prematurely failed forcing action much quicker than anticipated, iteven collapsed when trying to remove it. This project was directly downtown and long construction times wouldnot be accepted

RESULTS 96 DE-SPAN® (10m span x 1.8m rise, with multiples curves) were installed in 3 phases, this projectremoved contaminated soil from the site, improved the culvert flow capacity to reduce potential flooding,renewed storm infrastructure that had reached the end of its life cycle, improved the waterfront for residents,improved traffic flow into the city core and improved fish spawning

GOAL A focal point of this project was to replace the 120 year old 37m long steel truss bridge with a 99m long precast concrete bridge, 84 O-SeriesTM arches (16m span x 3.4m rise set on pedestal walls)

CHALLENGES All work to be performed around the train schedule with only limited outages permitted, additionally the confined jobsite was located in a suburban neighborhood causing logistical problems for storing equipment and material

RESULTS The project was completed within budget and ahead of schedule using only two of the three weekendclosures permitted. 42 flatbeds were delivered to the site on two consecutive Friday nights. Installation wentsmoothly with an arch set in place every 20 minutes. Utilizing the O-SeriesTM allowed for the use of 16m arches,instead of 19m, providing considerable cost savings

KIDD’S CREEK CULVERT IMPROVEMENTS (DE-SPAN®)

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decastltd.com

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WEB www.decastltd.com4

CONTACT Rob Micieli 416.605.7374 Vice President, Sales

Jenny Ogden 705.734.2892ext 2240Manager, Shipping

David Archer, P.Eng. 705.715.1269Manager, 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

Sales

Sales

Sales

SALES sales@decastltd.com

ENGINEERING

engineering@decastltd.com

INFO & INQUIRIES

info@decastltd.com

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

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2020.03.19