pipe2019-web - lafarge canada · lafarge canada inc is certified by the plant prequalification...
TRANSCRIPT
PIPE
www.lafarge-na.com/pipePIPE2019
TM
Building better cities
tabs and ad pages are in IND file and tabs.cdr - change page size when exporting9 x 11 for tabs / 8.5 x 11 for pages / crop cdr pgs in acrobat .21Web version has no pricing
pg 5-6 Pipepg 15-16 Manhole Materialspg 19-20 Catch Basinspg 21-22 BoxesPg 23-24 StormwaterP 29-30 Miscellaneous
p
Prequalification Program
PIPE | 2019 | 32 | | 2019PIPE
Lafarge Canada Inc is certified by the Plant Prequalification Program and has been since 2002.
Prequalification DescriptionOwners of infrastructure projects, who purchase precast concrete drainage products from prequalified plants, receive products that have been tested for quality through the manufacturing process and inspected upon completion. Concrete drainage products supplied from prequalified plant comply with the requirements of the latest editions of CSA standards for concrete pipe, CAN/CSA A257.1, A257.2, A257.3, A257.4, ASTM C507M, and OPSS 1351. Reinforced concrete box units comply with the latest edition of the Ontario Provincial Standards Specification 1821 and the Canadian Highway Bridge Design Code, CAN/CSA S06.
Prequalification RequirementsA consulting engineer is retained to carry out an independent inspection of the applicant’s plant and product. Samples of products are tested and the engineer submits a detailed report to the OCPA committee. His report to the Chair states a compliance, or non-compliance with the prequalification requirements, together with a recommendation. The Chair issues a Prequalification Certificate.
The Certificate states the product to which the prequalification applies and is normally valid for 12 months after the date of issue.
Each year, plants are inspected by the Engineer who checks and tests to ascertain whether or not quality control and the standard of workmanship are being maintained at a satisfactory level. Every third year, the Engineer undertakes detailed inspection and testing, and submits a report comparable to the original inspection for prequalification.
These prequalification requirements apply to plants supplying, or from which it is proposed to supply Precast Concrete Drainage Products pursuant to a specification requiring that such product be supplied from a plant approved by the Prequalification Committee. All such Precast Concrete Drainage Products supplied to a project shall have been manufactured in a plant which has been prequalified by the Prequalification Committee and for which the Manufacture has a Prequalification Certificate issued by the Prequalification Committee which is valid at the time of manufacture and delivery of the product. Ontario Concrete Pipe Association membership is not a prerequisite for Prequalification.
Contents
PipeBell and Spigot Pipe ......................................................................................4
1.22/1.83m Straight Wall Pipe .......................................................................5
2.44m Straight Wall Pipe ...............................................................................6
Jacking Pipe C/W Metal Bands........................................................................7
Flared Ends...................................................................................................8
Pipe Gaskets ...............................................................................................10
Gasket Installation Instructions .....................................................................11
Concrete Pipe Handling and Installation ........................................................12
Lifting Clutch Inspection and Maintenance ....................................................13
ManholesManhole Bases ............................................................................................14
Manhole Reducers .......................................................................................14
Adjusting Rings/Modulocs ............................................................................14
Manhole Barrels ..........................................................................................15
Prebenched Manholes ..................................................................................16
Large Diameter Reducers and Floors..............................................................16
Connector Boots and Cored Holes..................................................................16
Large Diameter Manholes and Lift Stations – Barrels.......................................17
Catch BasinsCatch Basins and Sumps..............................................................................18
Manhole and Catch Basin Gaskets.................................................................19
BoxesBox Sections ...............................................................................................20
Stormwater Treatment SolutionsStormceptor ................................................................................................22
Jellyfish......................................................................................................24
Stormtrap ...................................................................................................25
Performance Monitoring Plan........................................................................26
@Source Energy Pipe ...................................................................................27
MiscellaneousPlugs..........................................................................................................28
Cement.......................................................................................................28
Frames and Covers.......................................................................................28
Lifting Clutches - Pipe .................................................................................28
Lifting Pins - Manholes ................................................................................28
Estimating Guide.........................................................................................29
Manhole Sizing Chart ...................................................................................30
Terms and Conditions...................................................................................32
I also looked through the book, and here are the pages I think we should put tabs on:1 - Pg 3-4 (right tab and left tab): Concrete Pipe2 - Pg 13-14 Manhole Material3 - Pg 17-18 Catch Basins4 - Pg 19-20 Boxes5 - Pg 21 Stormwater 6 - Pg 27 Miscellaneous
p
Prequalification Program
PIPE | 2019 | 32 | | 2019PIPE
Lafarge Canada Inc is certified by the Plant Prequalification Program and has been since 2002.
Prequalification DescriptionOwners of infrastructure projects, who purchase precast concrete drainage products from prequalified plants, receive products that have been tested for quality through the manufacturing process and inspected upon completion. Concrete drainage products supplied from prequalified plant comply with the requirements of the latest editions of CSA standards for concrete pipe, CAN/CSA A257.1, A257.2, A257.3, A257.4, ASTM C507M, and OPSS 1351. Reinforced concrete box units comply with the latest edition of the Ontario Provincial Standards Specification 1821 and the Canadian Highway Bridge Design Code, CAN/CSA S06.
Prequalification RequirementsA consulting engineer is retained to carry out an independent inspection of the applicant’s plant and product. Samples of products are tested and the engineer submits a detailed report to the OCPA committee. His report to the Chair states a compliance, or non-compliance with the prequalification requirements, together with a recommendation. The Chair issues a Prequalification Certificate.
The Certificate states the product to which the prequalification applies and is normally valid for 12 months after the date of issue.
Each year, plants are inspected by the Engineer who checks and tests to ascertain whether or not quality control and the standard of workmanship are being maintained at a satisfactory level. Every third year, the Engineer undertakes detailed inspection and testing, and submits a report comparable to the original inspection for prequalification.
These prequalification requirements apply to plants supplying, or from which it is proposed to supply Precast Concrete Drainage Products pursuant to a specification requiring that such product be supplied from a plant approved by the Prequalification Committee. All such Precast Concrete Drainage Products supplied to a project shall have been manufactured in a plant which has been prequalified by the Prequalification Committee and for which the Manufacture has a Prequalification Certificate issued by the Prequalification Committee which is valid at the time of manufacture and delivery of the product. Ontario Concrete Pipe Association membership is not a prerequisite for Prequalification.
Contents
PipeBell and Spigot Pipe ......................................................................................4
1.22/1.83m Straight Wall Pipe .......................................................................5
2.44m Straight Wall Pipe ...............................................................................6
Jacking Pipe C/W Metal Bands........................................................................7
Flared Ends...................................................................................................8
Pipe Gaskets ...............................................................................................10
Gasket Installation Instructions .....................................................................11
Concrete Pipe Handling and Installation ........................................................12
Lifting Clutch Inspection and Maintenance ....................................................13
ManholesManhole Bases ............................................................................................14
Manhole Reducers .......................................................................................14
Adjusting Rings/Modulocs ............................................................................14
Manhole Barrels ..........................................................................................15
Prebenched Manholes ..................................................................................16
Large Diameter Reducers and Floors..............................................................16
Connector Boots and Cored Holes..................................................................16
Large Diameter Manholes and Lift Stations – Barrels.......................................17
Catch BasinsCatch Basins and Sumps..............................................................................18
Manhole and Catch Basin Gaskets.................................................................19
BoxesBox Sections ...............................................................................................20
Stormwater Treatment SolutionsStormceptor ................................................................................................22
Jellyfish......................................................................................................24
Stormtrap ...................................................................................................25
Performance Monitoring Plan........................................................................26
@Source Energy Pipe ...................................................................................27
MiscellaneousPlugs..........................................................................................................28
Cement.......................................................................................................28
Frames and Covers.......................................................................................28
Lifting Clutches - Pipe .................................................................................28
Lifting Pins - Manholes ................................................................................28
Estimating Guide.........................................................................................29
Manhole Sizing Chart ...................................................................................30
Terms and Conditions...................................................................................32
I also looked through the book, and here are the pages I think we should put tabs on:1 - Pg 3-4 (right tab and left tab): Concrete Pipe2 - Pg 13-14 Manhole Material3 - Pg 17-18 Catch Basins4 - Pg 19-20 Boxes5 - Pg 21 Stormwater 6 - Pg 27 Miscellaneous
4 | | 2019PIPE PIPE | 2019 | 5
Dia. Length Wall Mass Actual dimensions (mm)(mm) (m) Type (kg/m) A B C D
305 2.44 C 207 445 508 69 92
381 2.44 C 275 533 610 75 92
457 2.44 C 357 623 711 82 92
533 2.44 C 441 711 807 88 98
610 2.44 C 539 800 902 94 98
762 2.44 C 767 978 1099 108 102
914 2.44 C 1031 1156 1302 121 102
Dimensions
Concrete Pipe
Dia. Length Wall Mass Actual dimensions (mm)(mm) (m) Type (kg/m) A B C
305 1.22 C 199 445 70 76
381 1.22 C 263 533 76 76
457 1.22 C 339 623 83 76
533 1.22 C 417 711 89 83
610 1.22 C 506 800 95 89
762 1.22 / 1.83 C 718 978 108 89
914 1.22 / 1.83 C 953 1156 121 89
1067 1.22 C 1239 1333 133 102
1219 1.22 / 1.83 B 1327 1473 127 102
1372 1.22 / 1.83 C 1901 1690 159 127
2134 1.22 / 1.83 C 4078 2578 222 127
2438 1.22 / 1.83 C 4610 2934 248 127
2743 1.22 / 1.83 C 6385 3289 273 149
Dimensions
Concrete Pipe
CSA A257.2 / ASTM C76M Dia. Length Wall Mass 50-D 65-D 100-D 140-D(mm) (m) Type (kg/m) C76-2 C76-3 C76-4 C76-5
Price Per Meter
300 2.44 C 207 x x x x
375 2.44 C 275 x x x x
450 2.44 C 357 x x x x
525 2.44 C 441 x x x x
600 2.44 C 539 x x x x
750 2.44 C 767 x x x x
900 2.44 C 1031 x x x x
Bell & Spigot Pipe CSA A257.2 / ASTM C76MDia. Length Wall Mass 50-D 65-D 100-D 140-D(mm) (m) Type (kg/m) C76-2 C76-3 C76-4 C76-5
Price Per Meter
300 1.22 C 199 x x x x
375 1.22 C 263 x x x x
450 1.22 C 339 x x x x
525 1.22 C 417 x x x x
600 1.22 C 506 x x x x
750 1.22 / 1.83 C 718 x x x x
900 1.22 / 1.83 C 953 x x x x
1050 1.22 C 1239 x x x x
1200 1.22 / 1.83 B 1327 x x x x
1350 1.22 / 1.83 C 1901 x x x x
2100 1.22 / 1.83 C 4078 x x x x
2400 1.22 / 1.83 C 4610 x x x x
2700 1.22 / 1.83 C 6385 x x x x
1.22 / 1.83m Straight Wall Pipe
1. Pricing for bends and tees are available upon request.2. Concrete pipe prices do not include rubber gasket.3. 2100 - 2700mm diameter pipe prices available up to C76-3. Call for pricing on higher strength pipe.4. 900 - 1350mm diameter pipe c/w 4t swift lift (except 900mm x 1.22m pipe).5. 2100 - 2700mm diameter pipe c/w 8t swift lift.
1. Pricing for bends and tees are available upon request.2. Concrete pipe prices do not include rubber gasket.3. 750mm and 900mm diameter pipe c/w 4t swift lift.
PIP
E I
D
PIP
E O
D (
A)
PIP
E I
D
PIP
E O
D (
A)
SPIGOT HEIGHT (D)SPIGOT
HEIGHT (C)
2440
BELL LENGTH
BE
LL O
D (
B)
WALL THICKNESS (C)
WALL THICKNESS (B)
LENGTH
4 | | 2019PIPE PIPE | 2019 | 5
Dia. Length Wall Mass Actual dimensions (mm)(mm) (m) Type (kg/m) A B C D
305 2.44 C 207 445 508 69 92
381 2.44 C 275 533 610 75 92
457 2.44 C 357 623 711 82 92
533 2.44 C 441 711 807 88 98
610 2.44 C 539 800 902 94 98
762 2.44 C 767 978 1099 108 102
914 2.44 C 1031 1156 1302 121 102
Dimensions
Concrete Pipe
Dia. Length Wall Mass Actual dimensions (mm)(mm) (m) Type (kg/m) A B C
305 1.22 C 199 445 70 76
381 1.22 C 263 533 76 76
457 1.22 C 339 623 83 76
533 1.22 C 417 711 89 83
610 1.22 C 506 800 95 89
762 1.22 / 1.83 C 718 978 108 89
914 1.22 / 1.83 C 953 1156 121 89
1067 1.22 C 1239 1333 133 102
1219 1.22 / 1.83 B 1327 1473 127 102
1372 1.22 / 1.83 C 1901 1690 159 127
2134 1.22 / 1.83 C 4078 2578 222 127
2438 1.22 / 1.83 C 4610 2934 248 127
2743 1.22 / 1.83 C 6385 3289 273 149
Dimensions
Concrete Pipe
CSA A257.2 / ASTM C76M Dia. Length Wall Mass 50-D 65-D 100-D 140-D(mm) (m) Type (kg/m) C76-2 C76-3 C76-4 C76-5
Price Per Meter
300 2.44 C 207 x x x x
375 2.44 C 275 x x x x
450 2.44 C 357 x x x x
525 2.44 C 441 x x x x
600 2.44 C 539 x x x x
750 2.44 C 767 x x x x
900 2.44 C 1031 x x x x
Bell & Spigot Pipe CSA A257.2 / ASTM C76MDia. Length Wall Mass 50-D 65-D 100-D 140-D(mm) (m) Type (kg/m) C76-2 C76-3 C76-4 C76-5
Price Per Meter
300 1.22 C 199 x x x x
375 1.22 C 263 x x x x
450 1.22 C 339 x x x x
525 1.22 C 417 x x x x
600 1.22 C 506 x x x x
750 1.22 / 1.83 C 718 x x x x
900 1.22 / 1.83 C 953 x x x x
1050 1.22 C 1239 x x x x
1200 1.22 / 1.83 B 1327 x x x x
1350 1.22 / 1.83 C 1901 x x x x
2100 1.22 / 1.83 C 4078 x x x x
2400 1.22 / 1.83 C 4610 x x x x
2700 1.22 / 1.83 C 6385 x x x x
1.22 / 1.83m Straight Wall Pipe
1. Pricing for bends and tees are available upon request.2. Concrete pipe prices do not include rubber gasket.3. 2100 - 2700mm diameter pipe prices available up to C76-3. Call for pricing on higher strength pipe.4. 900 - 1350mm diameter pipe c/w 4t swift lift (except 900mm x 1.22m pipe).5. 2100 - 2700mm diameter pipe c/w 8t swift lift.
1. Pricing for bends and tees are available upon request.2. Concrete pipe prices do not include rubber gasket.3. 750mm and 900mm diameter pipe c/w 4t swift lift.
PIP
E I
D
PIP
E O
D (
A)
PIP
E I
D
PIP
E O
D (
A)
SPIGOT HEIGHT (D)SPIGOT
HEIGHT (C)
2440
BELL LENGTH
BE
LL O
D (
B)
WALL THICKNESS (C)
WALL THICKNESS (B)
LENGTH
6 | | 2019PIPE PIPE | 2019 | 7
1. Pricing for bends and tees are available upon request.2. Concrete pipe prices do not include rubber gasket.3. 2100 - 2700mm diameter pipe avail. up to C76-3. Call for pricing on 3000mm diameter pipe.4. 1050 - 1650mm diameter pipe c/w 4t swift lift.5. 1800 - 3000mm diameter pipe c/w 8t swift lift.
PIP
E I
D
PIP
E O
D (
A)
SPIGOT HEIGHT (C)
WALL THICKNESS (B)
LENGTH
WALL THICKNESS (B)
SPIGOT HEIGHT (C)
PIP
E I
D
PIP
E O
D (
A)
LENGTH200
1/8” GAUGE METAL BAND
Dia. Length Wall Mass Actual dimensions (mm)(mm) (m) Type (kg/m) A B C
1067 2.44 C 1239 1333 133 102
1219 2.44 C 1476 1511 146 102
1372 2.44 C 1901 1690 159 127
1524 2.44 C 2362 1866 171 127
1676 2.44 C 2695 2048 186 127
1829 2.44 C 3153 2223 197 127
2134 2.44 C 4078 2578 222 127
2438 2.44 C 4610 2934 248 127
2743 2.44 C 6385 3289 273 149
3048 2.44 B 7134 3607 279 152
Dimensions
Value of Manning’s “n”
Type of Pipe Lab Values Design Values
Concrete 0.010 Storm – .012/Sanitary – 0.013
Plastic 0.009 Storm – .012/Sanitary – 0.013
Clay 0.010 Storm – .012/Sanitary – 0.013
Ductile Iron 0.010 Minimum of 0.013
Smooth Talk About Concrete Pipe
A Concrete Fact: Concrete pipe is as hydraulically
efficient as any other smooth wall pipe.
Recent studies conducted at the University of Alberta and the Water Research Laboratory of Utah State University prove it. Tests were run to verify Manning’s “n” values for concrete pipe flowing full and partially full.
In addition to its excellent hydraulic efficiency, concrete is also the strongest and most durable smooth wall pipe available.
Specify concrete pipe – it’s the smooth move.
Concrete Pipe Concrete Pipe
CSA A257.2 / ASTM C76M Dia. Length Wall Mass 50-D 65-D 100-D 140-D(mm) (m) Type (kg/m) C76-2 C76-3 C76-4 C76-5
Price Per Meter
1050 2.44 C 1239 x x x x
1200 2.44 C 1476 x x x x
1350 2.44 C 1901 x x x x
1500 2.44 C 2362 x x x x
1650 2.44 C 2695 x x x x
1800 2.44 C 3153 x x x x
2100 2.44 C 4078 x x x x
2400 2.44 C 4610 x x x x
2700 2.44 C 6385 x x x x
3000 2.44 B 7134 x x x x
2.44m Straight Wall Pipe CSA A257.2 / ASTM C76M Dia. Length Wall Mass 50-D 65-D 100-D 140-D(mm) (m) Type (kg/m) C76-2 C76-3 C76-4 C76-5
Price Per Meter
750 1.83 C 718 x x x x
900 1.83 C 953 x x x x
1050 2.44 C 1239 x x x x
1200 2.44 C 1476 x x x x
1350 2.44 C 1901 x x x x
1500 2.44 C 2362 x x x x
1650 2.44 C 2695 x x x x
1800 2.44 C 3153 x x x x
Jacking Pipe C/W Metal Bands
1. Pricing for bends and tees are available upon request.2. Concrete pipe prices do not include rubber gasket.3. Price for metal bands is included.4. 1050 - 1800mm diameter pipe c/w 4t swift lift.
Compare
6 | | 2019PIPE PIPE | 2019 | 7
1. Pricing for bends and tees are available upon request.2. Concrete pipe prices do not include rubber gasket.3. 2100 - 2700mm diameter pipe avail. up to C76-3. Call for pricing on 3000mm diameter pipe.4. 1050 - 1650mm diameter pipe c/w 4t swift lift.5. 1800 - 3000mm diameter pipe c/w 8t swift lift.
PIP
E I
D
PIP
E O
D (
A)
SPIGOT HEIGHT (C)
WALL THICKNESS (B)
LENGTH
WALL THICKNESS (B)
SPIGOT HEIGHT (C)
PIP
E I
D
PIP
E O
D (
A)
LENGTH200
1/8” GAUGE METAL BAND
Dia. Length Wall Mass Actual dimensions (mm)(mm) (m) Type (kg/m) A B C
1067 2.44 C 1239 1333 133 102
1219 2.44 C 1476 1511 146 102
1372 2.44 C 1901 1690 159 127
1524 2.44 C 2362 1866 171 127
1676 2.44 C 2695 2048 186 127
1829 2.44 C 3153 2223 197 127
2134 2.44 C 4078 2578 222 127
2438 2.44 C 4610 2934 248 127
2743 2.44 C 6385 3289 273 149
3048 2.44 B 7134 3607 279 152
Dimensions
Value of Manning’s “n”
Type of Pipe Lab Values Design Values
Concrete 0.010 Storm – .012/Sanitary – 0.013
Plastic 0.009 Storm – .012/Sanitary – 0.013
Clay 0.010 Storm – .012/Sanitary – 0.013
Ductile Iron 0.010 Minimum of 0.013
Smooth Talk About Concrete Pipe
A Concrete Fact: Concrete pipe is as hydraulically
efficient as any other smooth wall pipe.
Recent studies conducted at the University of Alberta and the Water Research Laboratory of Utah State University prove it. Tests were run to verify Manning’s “n” values for concrete pipe flowing full and partially full.
In addition to its excellent hydraulic efficiency, concrete is also the strongest and most durable smooth wall pipe available.
Specify concrete pipe – it’s the smooth move.
Concrete Pipe Concrete Pipe
CSA A257.2 / ASTM C76M Dia. Length Wall Mass 50-D 65-D 100-D 140-D(mm) (m) Type (kg/m) C76-2 C76-3 C76-4 C76-5
Price Per Meter
1050 2.44 C 1239 x x x x
1200 2.44 C 1476 x x x x
1350 2.44 C 1901 x x x x
1500 2.44 C 2362 x x x x
1650 2.44 C 2695 x x x x
1800 2.44 C 3153 x x x x
2100 2.44 C 4078 x x x x
2400 2.44 C 4610 x x x x
2700 2.44 C 6385 x x x x
3000 2.44 B 7134 x x x x
2.44m Straight Wall Pipe CSA A257.2 / ASTM C76M Dia. Length Wall Mass 50-D 65-D 100-D 140-D(mm) (m) Type (kg/m) C76-2 C76-3 C76-4 C76-5
Price Per Meter
750 1.83 C 718 x x x x
900 1.83 C 953 x x x x
1050 2.44 C 1239 x x x x
1200 2.44 C 1476 x x x x
1350 2.44 C 1901 x x x x
1500 2.44 C 2362 x x x x
1650 2.44 C 2695 x x x x
1800 2.44 C 3153 x x x x
Jacking Pipe C/W Metal Bands
1. Pricing for bends and tees are available upon request.2. Concrete pipe prices do not include rubber gasket.3. Price for metal bands is included.4. 1050 - 1800mm diameter pipe c/w 4t swift lift.
Compare
Flared Ends
8 | | 2019PIPE
Flared End Sloped End
Dia. Length Mass Each Actual Dimensions (mm)(mm) (m) (kg) ($) A B C D
300 1.85 633 842.48 1241 600 600 150
450 1.25 424 1160.62 572 724 914 229
600 1.85 629 1740.92 749 1168 1207 254
750 1.85 1182 2321.21 508 1435 1524 305
900 2.45 2810 3772.03 864 1600 1829 381
1050 2.45 3014 4439.60 889 1650 1981 533
1200 2.45 3125 5031.35 610 1829 2134 610
1350 2.45 3906 6198.42 895 1651 2546 685
1500 2.45 5179 6736.62 819 1525 2740 762
Flared End Sections
1. Concrete products manufactured to ASTM C76M.2. Flared end prices do not include rubber gasket.3. Sloped ends available, call Lafarge for prices.
INLET/SPIGOT
OUTLET/BELL
DIAM
C
LEN
GTH
AB
D
Flared Ends
8 | | 2019PIPE
Flared End Sloped End
Dia. Length Mass Each Actual Dimensions (mm)(mm) (m) (kg) ($) A B C D
300 1.85 633 842.48 1241 600 600 150
450 1.25 424 1160.62 572 724 914 229
600 1.85 629 1740.92 749 1168 1207 254
750 1.85 1182 2321.21 508 1435 1524 305
900 2.45 2810 3772.03 864 1600 1829 381
1050 2.45 3014 4439.60 889 1650 1981 533
1200 2.45 3125 5031.35 610 1829 2134 610
1350 2.45 3906 6198.42 895 1651 2546 685
1500 2.45 5179 6736.62 819 1525 2740 762
Flared End Sections
1. Concrete products manufactured to ASTM C76M.2. Flared end prices do not include rubber gasket.3. Sloped ends available, call Lafarge for prices.
INLET/SPIGOT
OUTLET/BELL
DIAM
C
LEN
GTH
AB
D
Pipe Gaskets
10 | | 2019PIPE PIPE | 2019 | 11
Wedge GasketPrelube Gasket
Gasket Installation Instructions
Optional -Lubricate gasket (face only)
5. Remove all dirt and other foreign matter from the inside surface of the bell. Lubricate the entire bell area of the joint. Be sure to coat the entrance slope of the bell thoroughly with lubricant. It is important that the gasket grips the spigot during installation, so that it is not displaced from the step.
6. Carefully align pipe sections squarely and bring home slowly, so that the gasket makes contact with the bell entrance slope evenly around the entire pipe joint.
7. Complete installation by following pipe manufacturer’s recommended bedding and backfilling practices.
1. Check for and remove any loose dirt, debris or foreign material from the inside surface of the bell, spigot and gasket
2. Stretch the gasket over the spigot end of the pipe and move it back until it is seated against the step of the spigot. Always place squared area of gasket against pipe and step.
3. The gasket should be equalized by inserting a clean round metal object between the gasket and pipe and making at least 1 -1/2 revolutions around the pipe. The gasket can also be equalized by slightly tugging/pinching the gasket at different points around the pipe.
4. After equalization, ensure the rear of the gasket is seated firmly against the spigot step around the full circumference of the spigot.
Pricing
Dia. (mm) Each ($)
300 x
375 x
450 x
525 x
600 x
750 x
900 x
1050 x
1200 x
1350 x
1500 x
1650 x
1800 x
2100 x
2400 x
2700 x
3000 x
1. All gaskets designed to meet ASTM C443, C361, C1919 and CSA A257
Size (kg) Price ($/Pail)
3.6 x
9.0 x
1. For use with wedge gaskets
Pipe Gaskets Prelube Gaskets
Wedge Gaskets
Gasket Lubricant
No Lubricant NeededThe prelubricated gasket has all the lubricant it needs inside the sealed mantle. Joints slide together quickly and easily.
1. Stretch prelubricated gasket onto spigot of pipe, making sure that the mantle is laying smoothly towards the end and that the gasket body is firmly against shoulder of spigot.
2. Center pipe spigot and bell, and then evenly and smoothly press the spigot into bell. The gasket mantle will help center the pipe joint as the mantle moves into the clearance space. No equalization is required.
3. Complete assembly until the pipe joint is home. The mantle will move into the recess behind the gasket, cushioning the joint while allowing the joint to deflect. Complete installation by following pipe manufacturer’s recommended bedding and backfilling practices.
Pipe Gaskets
10 | | 2019PIPE PIPE | 2019 | 11
Wedge GasketPrelube Gasket
Gasket Installation Instructions
Optional -Lubricate gasket (face only)
5. Remove all dirt and other foreign matter from the inside surface of the bell. Lubricate the entire bell area of the joint. Be sure to coat the entrance slope of the bell thoroughly with lubricant. It is important that the gasket grips the spigot during installation, so that it is not displaced from the step.
6. Carefully align pipe sections squarely and bring home slowly, so that the gasket makes contact with the bell entrance slope evenly around the entire pipe joint.
7. Complete installation by following pipe manufacturer’s recommended bedding and backfilling practices.
1. Check for and remove any loose dirt, debris or foreign material from the inside surface of the bell, spigot and gasket
2. Stretch the gasket over the spigot end of the pipe and move it back until it is seated against the step of the spigot. Always place squared area of gasket against pipe and step.
3. The gasket should be equalized by inserting a clean round metal object between the gasket and pipe and making at least 1 -1/2 revolutions around the pipe. The gasket can also be equalized by slightly tugging/pinching the gasket at different points around the pipe.
4. After equalization, ensure the rear of the gasket is seated firmly against the spigot step around the full circumference of the spigot.
Pricing
Dia. (mm) Each ($)
300 x
375 x
450 x
525 x
600 x
750 x
900 x
1050 x
1200 x
1350 x
1500 x
1650 x
1800 x
2100 x
2400 x
2700 x
3000 x
1. All gaskets designed to meet ASTM C443, C361, C1919 and CSA A257
Size (kg) Price ($/Pail)
3.6 x
9.0 x
1. For use with wedge gaskets
Pipe Gaskets Prelube Gaskets
Wedge Gaskets
Gasket Lubricant
No Lubricant NeededThe prelubricated gasket has all the lubricant it needs inside the sealed mantle. Joints slide together quickly and easily.
1. Stretch prelubricated gasket onto spigot of pipe, making sure that the mantle is laying smoothly towards the end and that the gasket body is firmly against shoulder of spigot.
2. Center pipe spigot and bell, and then evenly and smoothly press the spigot into bell. The gasket mantle will help center the pipe joint as the mantle moves into the clearance space. No equalization is required.
3. Complete assembly until the pipe joint is home. The mantle will move into the recess behind the gasket, cushioning the joint while allowing the joint to deflect. Complete installation by following pipe manufacturer’s recommended bedding and backfilling practices.
prevent foreign material from entering the joint or pipe. Before the pipe is installed a bell hole must be dug in the bedding to accommodate the bell. Failure to do this can cause beam breaks or cracks in the barrel of the pipe.
Proper alignment is imperative during the homing process. Joint separation must NOT be used as an alignment guide as the allowable variation in pipe length from one side to the other side is 1/8” per foot of diameter to a maximum of 5/8”. For example, a 36” pipe has an allowable tolerance of 3/8”. If joint spacing were used as an alignment guide, the alignment of line or grade could be out by 1” per length of pipe. In any case, the joint opening should be kept to a maximum of 1-1/2”.
During insertion of the spigot into the bell, before the pipe is homed, the pipe should be partially supported by a sling to minimize lateral pressure on the gasket and to maintain concentricity until the gasket is properly positioned. Once the bell and spigot have been carefully aligned, the pipe must be homed with a direct thrust and not moved from side to side as it enters the bell. Proper homing can be achieved with blocks and lever bars or mechanical “come alongs” suitably braced to ensure even entry into the bell. Back hoes and tractors are NOT recommended for this purpose. If the bell and spigot are not carefully aligned, the gasket will be displaced causing a leak or splitting of the bell.
Although each shipment or pipe is blocked and tied down by the hauler, inspect each pipe shipment upon arrival before unloading. Set aside damaged pipe and notify the pipe plant so that repair or replacement can be arranged. Damaged ends, chips or cracks that do not pass through the wall can usually be repaired.
Provide padding between the pipe and lifting device to avoid damage during off loading. Stockpile pipe with all the bells arranged at the same end. If stacking pipe, each row should be arranged in the oppo-site direction with the spigot end protruding to keep the bells from resting on them. Ensure that the bottom row of stockpiled pipe is securely blocked at each end.
All flexible gasket materials, including joint lubricating compounds, should be stored in a cool dry place. Rubber gaskets and preformed bulk mastics should be kept clean, away from oil, grease, excessive heat and out of the sun. Gaskets are made so that a precise volume of rubber is used for each joint, to provide a long lasting, tight and flexible joint. O-ring gaskets for ASTM C76 & C361 pipe require a lubricant for proper installation. See “Preparation of Pipeline Joints” on the following page for gasket and lubrication procedures.
Keep the trench clean and dewatered with a firm bottom, free of mud, taking care to
The lifting clutches may be subjected to wear, misuse, overloading and many other factors which may affect the clutch’s rated load. Therefore, the clutches must be inspected by the user at least once a month to determine its general condition and degree of wear.
During the monthly inspection, check for evidence of heat application. If evidence of heat application is found, the unit must be scrapped. Check for bent or twisted bails. Discard all units with bent or twisted bails. Also, check to make certain that the bail can rotate freely in all directions.
At least once every three months, dimension “H” and “M” on each unit should be checked. The upper limits are shown in the chart. If either of these limits is exceeded, the lifting clutches must be removed from service and destroyed.
The proper method to use in scraping a lifting eye is to cut through the bail with a cutting torch.
No repairs or welding to the clutches are permitted.
Lifting Clutch Inspection & Maintenance
Inspection & Maintenance
PIPE | 2019 | 13
Concrete Pipe Handling and Installation
12 | | 2019PIPE
How to Lift Pipe
How to “Home” Pipe
Direction of extended lip should be in the direction of lift.
Detail
Length of Chain
A 1440
B 400
C 1040
D 1940
Notes:
1. Apply load simultaneously to all anchors.
2. Contact Lafarge for full procedures.
How to Use the Clutches
1
2
Limiting Dimensions onLifting Clutches
1-1.3
1.5-2.5
0.512" 13mm
0.709" 18mm
0.217" 5.5mm
0.236" 6.0mm
RatedLoadTons
LoadRangeTons
HMaximum
Width
MMinimumThickness
4
8
3-5
6-10
0.984" 25mm
1.260" 32mm
0.315" 8.0mm
0.472" 12.0mm
20 12-20 1.811" 46mm 0.709" 18.0mm
How to Use Clutches on Manhole Material
Note:
Directionof Lift
Extended Lip
prevent foreign material from entering the joint or pipe. Before the pipe is installed a bell hole must be dug in the bedding to accommodate the bell. Failure to do this can cause beam breaks or cracks in the barrel of the pipe.
Proper alignment is imperative during the homing process. Joint separation must NOT be used as an alignment guide as the allowable variation in pipe length from one side to the other side is 1/8” per foot of diameter to a maximum of 5/8”. For example, a 36” pipe has an allowable tolerance of 3/8”. If joint spacing were used as an alignment guide, the alignment of line or grade could be out by 1” per length of pipe. In any case, the joint opening should be kept to a maximum of 1-1/2”.
During insertion of the spigot into the bell, before the pipe is homed, the pipe should be partially supported by a sling to minimize lateral pressure on the gasket and to maintain concentricity until the gasket is properly positioned. Once the bell and spigot have been carefully aligned, the pipe must be homed with a direct thrust and not moved from side to side as it enters the bell. Proper homing can be achieved with blocks and lever bars or mechanical “come alongs” suitably braced to ensure even entry into the bell. Back hoes and tractors are NOT recommended for this purpose. If the bell and spigot are not carefully aligned, the gasket will be displaced causing a leak or splitting of the bell.
Although each shipment or pipe is blocked and tied down by the hauler, inspect each pipe shipment upon arrival before unloading. Set aside damaged pipe and notify the pipe plant so that repair or replacement can be arranged. Damaged ends, chips or cracks that do not pass through the wall can usually be repaired.
Provide padding between the pipe and lifting device to avoid damage during off loading. Stockpile pipe with all the bells arranged at the same end. If stacking pipe, each row should be arranged in the oppo-site direction with the spigot end protruding to keep the bells from resting on them. Ensure that the bottom row of stockpiled pipe is securely blocked at each end.
All flexible gasket materials, including joint lubricating compounds, should be stored in a cool dry place. Rubber gaskets and preformed bulk mastics should be kept clean, away from oil, grease, excessive heat and out of the sun. Gaskets are made so that a precise volume of rubber is used for each joint, to provide a long lasting, tight and flexible joint. O-ring gaskets for ASTM C76 & C361 pipe require a lubricant for proper installation. See “Preparation of Pipeline Joints” on the following page for gasket and lubrication procedures.
Keep the trench clean and dewatered with a firm bottom, free of mud, taking care to
The lifting clutches may be subjected to wear, misuse, overloading and many other factors which may affect the clutch’s rated load. Therefore, the clutches must be inspected by the user at least once a month to determine its general condition and degree of wear.
During the monthly inspection, check for evidence of heat application. If evidence of heat application is found, the unit must be scrapped. Check for bent or twisted bails. Discard all units with bent or twisted bails. Also, check to make certain that the bail can rotate freely in all directions.
At least once every three months, dimension “H” and “M” on each unit should be checked. The upper limits are shown in the chart. If either of these limits is exceeded, the lifting clutches must be removed from service and destroyed.
The proper method to use in scraping a lifting eye is to cut through the bail with a cutting torch.
No repairs or welding to the clutches are permitted.
Lifting Clutch Inspection & Maintenance
Inspection & Maintenance
PIPE | 2019 | 13
Concrete Pipe Handling and Installation
12 | | 2019PIPE
How to Lift Pipe
How to “Home” Pipe
Direction of extended lip should be in the direction of lift.
Detail
Length of Chain
A 1440
B 400
C 1040
D 1940
Notes:
1. Apply load simultaneously to all anchors.
2. Contact Lafarge for full procedures.
How to Use the Clutches
1
2
Limiting Dimensions onLifting Clutches
1-1.3
1.5-2.5
0.512" 13mm
0.709" 18mm
0.217" 5.5mm
0.236" 6.0mm
RatedLoadTons
LoadRangeTons
HMaximum
Width
MMinimumThickness
4
8
3-5
6-10
0.984" 25mm
1.260" 32mm
0.315" 8.0mm
0.472" 12.0mm
20 12-20 1.811" 46mm 0.709" 18.0mm
How to Use Clutches on Manhole Material
Note:
Directionof Lift
Extended Lip
Manholes
14 | | 2019PIPE
Manholes
PIPE | 2019 | 15
1. Manhole base prices do not include gaskets.2. For 1200mm prebenched manholes and connector boots see page 16 for pricing. 3. 1200mm diameter manholes c/w 4t swift lift.
1. Manhole reducer prices do not include gaskets.2. 1200mm diameter reducers c/w three, 4t clutches.3. 750-900mm diameter reducers c/w two 4t swift lift.
1. Manhole barrels c/w 4t swift lift.
1200 1.83 C-478 Barrel W/Mono Base 2784 x
1200 1.22 C-478 Barrel W/Mono Base 1996 x
1200 0.91 C-478 Barrel W/Mono Base 1594 x
1200 0.61 C-478 Barrel W/Mono Base 1207 x
1200 2.44 C76-4 Tee Riser 4320 x
1200 2.44 C76-4 Tee Riser & 1 Mono End 4760 x
1200 2.44 C76-4 Tee Riser & 2 Mono Ends 5200 x
1500 2.44 C76-4 Tee Riser 6174 x
1500 2.44 C76-4 Tee Riser & 1 Mono End 6614 x
1500 2.44 C76-4 Tee Riser & 2 Mono Ends 7054 x
1200-900 0.23 C-478 Flat Reducer 805 x
1200-750 0.23 C-478 Flat Reducer 805 x
900-750 0.30 C-478 Flat Reducer 487 x
900-750 0.15 C-478 Flat Reducer 274 x
900-600 0.15 C-478 Round to Square Reducer 317 x
750-600 0.23 C-478 Round to Square Reducer 289 x
Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Manhole Bases
Manhole Reducers
1200 1.83 C-478 Manhole Barrel 2367 x
1200 1.22 C-478 Manhole Barrel 1578 x
1200 0.91 C-478 Manhole Barrel 1177 x
1200 0.61 C-478 Manhole Barrel 789 x
1200 0.46 C-478 Manhole Barrel 595 x
1200 0.30 C-478 Manhole Barrel 387 x
900 1.83 C-478 Manhole Barrel 1740 x
900 1.22 C-478 Manhole Barrel 1160 x
900 0.91 C-478 Manhole Barrel 886 x
900 0.61 C-478 Manhole Barrel 580 x
900 0.46 C-478 Manhole Barrel 437 x
900 0.30 C-478 Manhole Barrel 285 x
900 0.15 C-478 Manhole Barrel 143 x
750 1.83 C-478 Manhole Barrel 1312 x
750 1.22 C-478 Manhole Barrel 874 x
750 0.91 C-478 Manhole Barrel 652 x
750 0.61 C-478 Manhole Barrel 437 x
750 0.46 C-478 Manhole Barrel 330 x
750 0.30 C-478 Manhole Barrel 215 x
750 0.15 C-478 Manhole Barrel 107 x
750 0.15 C-478 Adjusting Ring 104 x
750 0.10 C-478 Adjusting Ring 70 x
750 0.08 C-478 Adjusting Ring 56 x
600 0.08 - Square Moduloc 61 x
600 0.05 - Square Moduloc 40 x
Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Manhole Barrels
Adjusting Rings / Modulocs
150
RECESS
TF-101 F&C
BELL HEIGHT
FLOORHEIGHT
SLA
BTH
ICK
NE
SS
RE
DU
CE
RH
EIG
HT
BA
RR
EL
HE
IGH
TVA
RIE
SB
AR
RE
L H
EIG
HT
VAR
IES
30
0TY
P
Manholes
14 | | 2019PIPE
Manholes
PIPE | 2019 | 15
1. Manhole base prices do not include gaskets.2. For 1200mm prebenched manholes and connector boots see page 16 for pricing. 3. 1200mm diameter manholes c/w 4t swift lift.
1. Manhole reducer prices do not include gaskets.2. 1200mm diameter reducers c/w three, 4t clutches.3. 750-900mm diameter reducers c/w two 4t swift lift.
1. Manhole barrels c/w 4t swift lift.
1200 1.83 C-478 Barrel W/Mono Base 2784 x
1200 1.22 C-478 Barrel W/Mono Base 1996 x
1200 0.91 C-478 Barrel W/Mono Base 1594 x
1200 0.61 C-478 Barrel W/Mono Base 1207 x
1200 2.44 C76-4 Tee Riser 4320 x
1200 2.44 C76-4 Tee Riser & 1 Mono End 4760 x
1200 2.44 C76-4 Tee Riser & 2 Mono Ends 5200 x
1500 2.44 C76-4 Tee Riser 6174 x
1500 2.44 C76-4 Tee Riser & 1 Mono End 6614 x
1500 2.44 C76-4 Tee Riser & 2 Mono Ends 7054 x
1200-900 0.23 C-478 Flat Reducer 805 x
1200-750 0.23 C-478 Flat Reducer 805 x
900-750 0.30 C-478 Flat Reducer 487 x
900-750 0.15 C-478 Flat Reducer 274 x
900-600 0.15 C-478 Round to Square Reducer 317 x
750-600 0.23 C-478 Round to Square Reducer 289 x
Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Manhole Bases
Manhole Reducers
1200 1.83 C-478 Manhole Barrel 2367 x
1200 1.22 C-478 Manhole Barrel 1578 x
1200 0.91 C-478 Manhole Barrel 1177 x
1200 0.61 C-478 Manhole Barrel 789 x
1200 0.46 C-478 Manhole Barrel 595 x
1200 0.30 C-478 Manhole Barrel 387 x
900 1.83 C-478 Manhole Barrel 1740 x
900 1.22 C-478 Manhole Barrel 1160 x
900 0.91 C-478 Manhole Barrel 886 x
900 0.61 C-478 Manhole Barrel 580 x
900 0.46 C-478 Manhole Barrel 437 x
900 0.30 C-478 Manhole Barrel 285 x
900 0.15 C-478 Manhole Barrel 143 x
750 1.83 C-478 Manhole Barrel 1312 x
750 1.22 C-478 Manhole Barrel 874 x
750 0.91 C-478 Manhole Barrel 652 x
750 0.61 C-478 Manhole Barrel 437 x
750 0.46 C-478 Manhole Barrel 330 x
750 0.30 C-478 Manhole Barrel 215 x
750 0.15 C-478 Manhole Barrel 107 x
750 0.15 C-478 Adjusting Ring 104 x
750 0.10 C-478 Adjusting Ring 70 x
750 0.08 C-478 Adjusting Ring 56 x
600 0.08 - Square Moduloc 61 x
600 0.05 - Square Moduloc 40 x
Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Manhole Barrels
Adjusting Rings / Modulocs
150
RECESS
TF-101 F&C
BELL HEIGHT
FLOORHEIGHT
SLA
BTH
ICK
NE
SS
RE
DU
CE
RH
EIG
HT
BA
RR
EL
HE
IGH
TVA
RIE
SB
AR
RE
L H
EIG
HT
VAR
IES
30
0TY
P
Manholes
16 | | 2019PIPE
Large Diameter Manholes / Lift Stations
PIPE | 2019 | 17
1. Reducers and floor prices do not include gaskets.2. 1350 - 1650mm diameter reducers c/w three 4t clutches.2. 1800 - 3000mm diameter reducers c/w three 8t clutches.
1. Connector boots are only for SDR-35 PVC Pipe.
1200 1.22 C-478 Prebench 2439 x
1200 0.91 C-478 Prebench 2168 x
1200 0.61 C-478 Prebench 1679 x
Prebenched Manholes Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Dia. Length Mass C76-II / C-478(mm) (m) Description (kg) Each ($)
1350 0.20 Flat Reducer 1002 x
1350 0.20 Precast Floor 712 x
1500 0.20 Flat Reducer 1275 x
1500 0.20 Precast Floor 880 x
1650 0.20 Flat Reducer 1524 x
1650 0.20 Precast Floor 1064 x
1800 0.20 Flat Reducer 1859 x
1800 0.23 Precast Floor 1268 x
2100 0.23 Flat Reducer 2903 x
2100 0.23 Precast Floor 2154 x
2400 0.23 Flat Reducer 3794 x
2400 0.25 Precast Floor 2810 x
2700 0.25 Flat Reducer 5231 x
2700 0.25 Precast Floor 3560 x
3000 0.25 Flat Reducer 6409 x
3000 0.25 Precast Floor 5269 x
Flat Reducers / Precast Floors
100mm x
150mm x
200mm x
250mm x
300mm x
375mm x
16" / 406mm x
18" / 457mm x
20" / 508mm x
22" / 559mm x
24" / 610mm x
26" / 660mm x
28" / 711mm x
30" / 762mm x
32" / 813mm x
38" / 965mm x
40" / 1016mm x
Boots EachSize ($)
Cored Hole Each Size ($)
Connector Boots Cored Holes
BarrelsDia. Barrel Height (Meters)(mm) 2.44 1.83 1.22 0.91 0.61 0.46 0.30
1350 3308.51 2481.35 1654.84 1233.90 827.12 713.02 523.15
Mass (kg) 4490 3367 2244 1675 1123 847 552
1500 4024.23 3060.63 2012.10 1500.83 1131.29 869.06 656.29
Mass (kg) 5581 4185 2790 2081 1395 1052 686
1650 5073.06 x x x x x x
Mass (kg) 6262 x x x x x x
1800 6175.55 4631.66 3087.82 2303.17 1695.23 1365.04 x
Mass (kg) 7379 5534 3690 2753 1845 1391 x
2100 8489.77 6367.33 4244.90 3166.27 2122.44 1843.24 x
Mass (kg) 9727 7295 4864 3627 2432 1834 x
2400 14003.11 10502.34 7001.54 5222.47 3500.78 x x
Mass (kg) 12412 9308 6206 4629 3103 x x
2700 15713.19 11784.96 7856.64 5860.28 3928.32 x x
Mass (kg) 15616 11712 7697 5741 3849 x x
3000 20073.23 15054.90 10036.61 7486.32 x x x
Mass (kg) 17407 13875 8727 6509 x x x
1. Manhole barrel prices do not include gaskets.2. 1350 - 1650mm diameter manholes c/w 4t swift lift.3. 1800 - 3000mm diameter manholes c/w 8t swift lift.
1. Connector boots are only for SDR-35 PVC pipe.2. Prices are for supply and installation of connector boots.
Manholes
16 | | 2019PIPE
Large Diameter Manholes / Lift Stations
PIPE | 2019 | 17
1. Reducers and floor prices do not include gaskets.2. 1350 - 1650mm diameter reducers c/w three 4t clutches.2. 1800 - 3000mm diameter reducers c/w three 8t clutches.
1. Connector boots are only for SDR-35 PVC Pipe.
1200 1.22 C-478 Prebench 2439 x
1200 0.91 C-478 Prebench 2168 x
1200 0.61 C-478 Prebench 1679 x
Prebenched Manholes Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Dia. Length Mass C76-II / C-478(mm) (m) Description (kg) Each ($)
1350 0.20 Flat Reducer 1002 x
1350 0.20 Precast Floor 712 x
1500 0.20 Flat Reducer 1275 x
1500 0.20 Precast Floor 880 x
1650 0.20 Flat Reducer 1524 x
1650 0.20 Precast Floor 1064 x
1800 0.20 Flat Reducer 1859 x
1800 0.23 Precast Floor 1268 x
2100 0.23 Flat Reducer 2903 x
2100 0.23 Precast Floor 2154 x
2400 0.23 Flat Reducer 3794 x
2400 0.25 Precast Floor 2810 x
2700 0.25 Flat Reducer 5231 x
2700 0.25 Precast Floor 3560 x
3000 0.25 Flat Reducer 6409 x
3000 0.25 Precast Floor 5269 x
Flat Reducers / Precast Floors
100mm x
150mm x
200mm x
250mm x
300mm x
375mm x
16" / 406mm x
18" / 457mm x
20" / 508mm x
22" / 559mm x
24" / 610mm x
26" / 660mm x
28" / 711mm x
30" / 762mm x
32" / 813mm x
38" / 965mm x
40" / 1016mm x
Boots EachSize ($)
Cored Hole Each Size ($)
Connector Boots Cored Holes
BarrelsDia. Barrel Height (Meters)(mm) 2.44 1.83 1.22 0.91 0.61 0.46 0.30
1350 3308.51 2481.35 1654.84 1233.90 827.12 713.02 523.15
Mass (kg) 4490 3367 2244 1675 1123 847 552
1500 4024.23 3060.63 2012.10 1500.83 1131.29 869.06 656.29
Mass (kg) 5581 4185 2790 2081 1395 1052 686
1650 5073.06 x x x x x x
Mass (kg) 6262 x x x x x x
1800 6175.55 4631.66 3087.82 2303.17 1695.23 1365.04 x
Mass (kg) 7379 5534 3690 2753 1845 1391 x
2100 8489.77 6367.33 4244.90 3166.27 2122.44 1843.24 x
Mass (kg) 9727 7295 4864 3627 2432 1834 x
2400 14003.11 10502.34 7001.54 5222.47 3500.78 x x
Mass (kg) 12412 9308 6206 4629 3103 x x
2700 15713.19 11784.96 7856.64 5860.28 3928.32 x x
Mass (kg) 15616 11712 7697 5741 3849 x x
3000 20073.23 15054.90 10036.61 7486.32 x x x
Mass (kg) 17407 13875 8727 6509 x x x
1. Manhole barrel prices do not include gaskets.2. 1350 - 1650mm diameter manholes c/w 4t swift lift.3. 1800 - 3000mm diameter manholes c/w 8t swift lift.
1. Connector boots are only for SDR-35 PVC pipe.2. Prices are for supply and installation of connector boots.
Catch Basins
18 | | 2019PIPE
20 | | 2019PIPE
PIPE | 2019 | 19
auto adjusted most images / brightness/contrast/intensity - -24 / 24/11 for others
1. Catch basin and sump prices do not include gaskets.2. Catch basin and sumps c/w 4t swift lift.
900 1.83 C-478 Catch Basin / Sump W/Base 1975 x
900 1.22 C-478 Catch Basin / Sump W/Base 1395 x
900 0.91 C-478 Catch Basin / Sump W/Base 1100 x
900 0.61 C-478 Sump W/Mono Base 814 x
900 0.46 C-478 Sump W/Mono Base 672 x
900 0.30 C-478 Sump W/Mono Base 520 x
750 1.83 C-478 Catch Basin / Sump W/Base 1475 x
750 1.22 C-478 Catch Basin / Sump W/Base 1038 x
750 0.91 C-478 Catch Basin / Sump W/Base 815 x
750 0.61 C-478 Sump W/Mono Base 600 x
750 0.46 C-478 Sump W/Mono Base 493 x
750 0.30 C-478 Sump W/Mono Base 378 x
Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Catch Basins and Sumps
1. All manhole gaskets designed to meet ASTM C990
Dia.(mm) Description Size x Length Gasket Pcs./Joint
750 ConSeal 25mm x 4.42M 0.70
900 ConSeal 25mm x 4.42M 0.85
1050 ConSeal 25mm x 4.42M 0.95
1200 ConSeal 25mm x 4.42M 1.00
1350 ConSeal 38mm x 3.81M 1.50
1500 ConSeal 38mm x 3.81M 1.60
1650 ConSeal 38mm x 3.81M 1.70
1800 ConSeal 38mm x 3.81M 1.90
2100 ConSeal 44mm x 3.66M 2.00
2400 ConSeal 44mm x 3.66M 2.30
2700 ConSeal 44mm x 3.66M 2.80
3000 ConSeal 44mm x 3.66M 3.10
Manhole Gasket Estimating Chart
Description Each ($)
ConSeal (25mm x 4.42m) 8 pieces/carton x
ConSeal (38mm x 3.81m) 4 pieces/carton x
ConSeal (44mm x 3.66m) 3 pieces/carton x
Manhole Gaskets
SUMP OD
SUMP ID
CB OD
CB ID
750 ROUNDOPENING 600 SQUARE
OPENING
BA
RR
EL
HE
IGH
T
VAR
IES
BA
RR
EL
HE
IGH
T
VAR
IES
30
0TY
P
30
0TY
P
350R/O 350
R/O
150 150
60
0
Catch Basins
18 | | 2019PIPE
20 | | 2019PIPE
PIPE | 2019 | 19
auto adjusted most images / brightness/contrast/intensity - -24 / 24/11 for others
1. Catch basin and sump prices do not include gaskets.2. Catch basin and sumps c/w 4t swift lift.
900 1.83 C-478 Catch Basin / Sump W/Base 1975 x
900 1.22 C-478 Catch Basin / Sump W/Base 1395 x
900 0.91 C-478 Catch Basin / Sump W/Base 1100 x
900 0.61 C-478 Sump W/Mono Base 814 x
900 0.46 C-478 Sump W/Mono Base 672 x
900 0.30 C-478 Sump W/Mono Base 520 x
750 1.83 C-478 Catch Basin / Sump W/Base 1475 x
750 1.22 C-478 Catch Basin / Sump W/Base 1038 x
750 0.91 C-478 Catch Basin / Sump W/Base 815 x
750 0.61 C-478 Sump W/Mono Base 600 x
750 0.46 C-478 Sump W/Mono Base 493 x
750 0.30 C-478 Sump W/Mono Base 378 x
Dia. Length ASTM Mass Each(mm) (m) Desig. Description (kg) ($)
Catch Basins and Sumps
1. All manhole gaskets designed to meet ASTM C990
Dia.(mm) Description Size x Length Gasket Pcs./Joint
750 ConSeal 25mm x 4.42M 0.70
900 ConSeal 25mm x 4.42M 0.85
1050 ConSeal 25mm x 4.42M 0.95
1200 ConSeal 25mm x 4.42M 1.00
1350 ConSeal 38mm x 3.81M 1.50
1500 ConSeal 38mm x 3.81M 1.60
1650 ConSeal 38mm x 3.81M 1.70
1800 ConSeal 38mm x 3.81M 1.90
2100 ConSeal 44mm x 3.66M 2.00
2400 ConSeal 44mm x 3.66M 2.30
2700 ConSeal 44mm x 3.66M 2.80
3000 ConSeal 44mm x 3.66M 3.10
Manhole Gasket Estimating Chart
Description Each ($)
ConSeal (25mm x 4.42m) 8 pieces/carton x
ConSeal (38mm x 3.81m) 4 pieces/carton x
ConSeal (44mm x 3.66m) 3 pieces/carton x
Manhole Gaskets
SUMP OD
SUMP ID
CB OD
CB ID
750 ROUNDOPENING 600 SQUARE
OPENING
BA
RR
EL
HE
IGH
T
VAR
IES
BA
RR
EL
HE
IGH
T
VAR
IES
30
0TY
P
30
0TY
P
350R/O 350
R/O
150 150
60
0
Box Sections
PIPE | 2019 | 2120 | | 2019PIPE
LIFT ANCHORSTYP. 4 PER BOX
TOP WALL
HAUNCH
BOTTOM WALL
SPAN
RIS
E
LENGTH
SIDE WALL
Size Mass (kg)
1200mm x 600mm x 2.0m 1714/m
Base 517 ea
Slab Top 1100 ea
1200mm x 900mm x 2.0m 1856/m
Base 771 ea
Slab Top 1500 ea
1800mm x 1200mm x 2.0m 3240/m
Base 1547 ea
Slab Top 2700 ea
2400mm x 1200mm x 2.0m 4554/m
Base 2020 ea
Slab Top 3600 ea
2400mm x 1800mm x 2.0m 5238/m
Base 3089 ea
Slab Top 4800 ea
2400mm x 2400mm X 2.44m 5568/m
Base 4265 ea
Slab Top 6200 ea
3000mm x 2400mm X 2.0m 7733/m
Base 5134 ea
Slab Top 7900 ea
1200 x 600 2.00 0.74 190 150 125 125
1200 x 900 2.00 1.11 190 150 125 125
1800 x 1200 2.00 2.22 200 175 175 175
2400 x 1200 2.00 2.97 213 213 223 203
2400 x 1800 2.00 4.45 217 217 223 203
2440 x 2440 2.44 5.94 203 203 203 203
3000 x 2400 2.00 7.43 250 250 250 250
Size (mm) Actual Dimensions (mm)3Span x Rise Length (m) Volume (m /m) Top Bottom Side Wall Haunch
Box Sections Dimensions
1. Please call for pricing on box material.2. Boxes c/w swift lift
1. All boxes are designed to meet ASTM C1433.2. Boxes c/w four swift lift.
Box Sections
PIPE | 2019 | 2120 | | 2019PIPE
LIFT ANCHORSTYP. 4 PER BOX
TOP WALL
HAUNCH
BOTTOM WALL
SPAN
RIS
E
LENGTH
SIDE WALL
Size Mass (kg)
1200mm x 600mm x 2.0m 1714/m
Base 517 ea
Slab Top 1100 ea
1200mm x 900mm x 2.0m 1856/m
Base 771 ea
Slab Top 1500 ea
1800mm x 1200mm x 2.0m 3240/m
Base 1547 ea
Slab Top 2700 ea
2400mm x 1200mm x 2.0m 4554/m
Base 2020 ea
Slab Top 3600 ea
2400mm x 1800mm x 2.0m 5238/m
Base 3089 ea
Slab Top 4800 ea
2400mm x 2400mm X 2.44m 5568/m
Base 4265 ea
Slab Top 6200 ea
3000mm x 2400mm X 2.0m 7733/m
Base 5134 ea
Slab Top 7900 ea
1200 x 600 2.00 0.74 190 150 125 125
1200 x 900 2.00 1.11 190 150 125 125
1800 x 1200 2.00 2.22 200 175 175 175
2400 x 1200 2.00 2.97 213 213 223 203
2400 x 1800 2.00 4.45 217 217 223 203
2440 x 2440 2.44 5.94 203 203 203 203
3000 x 2400 2.00 7.43 250 250 250 250
Size (mm) Actual Dimensions (mm)3Span x Rise Length (m) Volume (m /m) Top Bottom Side Wall Haunch
Box Sections Dimensions
1. Please call for pricing on box material.2. Boxes c/w swift lift
1. All boxes are designed to meet ASTM C1433.2. Boxes c/w four swift lift.
Numerous Stormceptor models available designed to meet local regulations
Stormceptor is an oil/grit separator designed to capture oil, sediment and pollutants which are washed off of paved or impervious surfaces when it rains. These contaminants are captured through gravity based principles. The Stormceptor system is located in-line, and is sized to meet specific site requirements for any project. For industrial, commercial, residential and government sites - virtually anywhere there is pavement, a Stormceptor model is available to meet a variety of complex site conditions.
Multi-Inlet Inline Grated Inlet Submerged
− Removes particles 20microns in size and larger
− Captures and retains 95% to97%of free hydrocarbons(oils)
− Removes particles 50microns in size and larger
− Use for sites with high flows− Has a smaller footprint than
the traditional StormceptorSTC
− Use for gas stations oranywhere a spill may occur
ons or
− Use for larger sites (> 10 ha)
Multiple configurations available to meet each project's specific needs
- Multiple inlets- Allows 180 degreesbetween inlets
- 3 inch drop across unit
- Grated inlet- Multiple inlet pipes- Allows 90 degreesbetween inlet pipes
- 3 inch drop across unit
- Handles submergedconditions up to 3meters
- Single or multiple inlets- 1 inch drop across unit
For more information on the Stormceptor system, including pricing, site design, or sizing, or to arrange a lunch and learn session at your office, please contact your local Lafarge Pipe representative.
Small footprint saves time and money with limited disruption to your site.
Easy to installMinimal drop between inlet and outlet pipes makes
SeamlessMultiple inlets can connect to a single unit.
Can be used as a bend structure.
Flexible
The enhanced flow Stormceptor EF is a high performing oil grit separator that effectively removes and retains pollutants such assediment (TSS), free oils, gross pollutants, nutrients and metals from stormwater and snowmelt runoff at higher flow rates than other oil grit separators
The Newest Oil Grit Separator (OGS) Stormwater Treatment Technology
Minimal drop between inlet and outlet pipes makes Stormceptor ideal for retrofits and new development projects.
Multiple configurations available to meet each project's specific needs
Single Inlet Inline Multi-Inlet Inline Grated Inlet Submerged
- Single inlet- Allows 90 to 270
degrees between inletand outlet
- Multiple inlets- Allows 180 degrees
between inlets
- Grated inlet- Multiple inlet pipes- Allows 90 degreesbetween inlet pipes
- Handles submergedconditions up to 1.2meters
- Single or multiple inlets
For more information on Stormceptor, including pricing, site design, or sizing, or to arrange a lunch and learn, please contact your local Lafarge Pipe representative.
Easy to installSmall footprint saves time and money with limited disruption to your site.
FlexibleMultiple inlets can connect to a single unit.
Can be used as a bend structure.
Seamless
− Improved TSS capture at higher flow rates
− Tested and verified through the ISO14034 ETV program
− Captures and retains 99% of free hydrocarbons (oils)
− Ideal for gas stations, garages, and other oil hotspots
Features1. High surface area, high flow rate membrane filtration.
2. Highest treatment flow rate per cartridge (up to 80 gpm (5 L/s)).
3. Low head loss (typically 18 inches or less (457mm)).
4. Removes particles as small as 2 microns.
5. Light weight, self-cleaning cartridges.
Benefits1. Long lasting and effective stormwater treatment.
2. Fewer cartridges required than other filtration systems, leading to a lower cost & easier maintenance.
3. Design is compatible with all piping systems.
4. Superior pollutant capture.
5. Easy maintenance & low life-cycle cost.
Pollutant Removal• TSS 85%
• Total Phosphorus 60%
• Total Nitrogen 50%
• Total Metals >50%
• Turbidity <15 NTU
• Trash 100%
Pretreatment • Traps oil, trash and debris outside the filtration
zone.
• Coarse particles settle to the sump.
• Separator skirt protects thecartridge from floatablescontamination.
Filtration• Membrane filtration tentacles capture fine
particles, as small as 2 microns.
• Removes a high percentage of particulatebound pollutants including nutrients, metals, hydrocarbons and bacteria.
• High surface area membranesensure long lasting treatment.
Self-Cleaning Filters• During filtration, vibrational pulses dislodge
sediment from the membrane surfaces.
• After every storm peak, filtered waterbackwashes membrane filtration tentacles.
• Sediment is continuously removed fromthe tentacles by gravity.
The Jellyfish filtration system takes total suspended solid capture to the next level - far beyond that of an oil/grit separator. The Jellyfish Filter (patent pending) is an engineered stormwater quality treatment technology featuring unique membrane filtration in a compact stand- alone treatment system. The unit consists of a fiberglass disc that holds a series of sediment filters and is housed by concrete manhole components, similar to the Stormceptor system. Each lightweight Jellyfish Filter cartridge consists of multiple membrane-encased filter elements attached to a cartridge head plate.
For more information on the Jellyfish filtration system, including pricing, site design, or sizing, or to arrange a lunch and learn session at your office, please contact your local Lafarge Pipe representative.
LEED Credits• Jellyfish filters can be used to achieve LEED credits
• NJDEP Certified for LEED credits
Jellyfish filter installation in St. Albert, AB. A JF8-6-2 was installed to obtain LEED credits and treat up to 32.5 L/s
Introducing StormTrap®
The StormTrap® system is a purpose built stormwater detention and retention solution. Its fl exible design and simple installation makes it a cost competitive solution for residential, commercial or industrial projects. The StormTrap system helps to address the requirements of sustainability, fl ood mitigation, LEED, public safety and ecological protection without sacrifi cing valuable land and compromising the bottom line of the project.
The StormTrap system connects individual precast concrete modules into a configuration that can be customized to meet project specific requirements. It is an ideal solution for needing a safe, low risk structural system for below parking lots, sports fields and roadways. StormTrap modules can be placed on a concrete foundation (SingleTrap) or can be stacked on top of each other (DoubleTrap).
A Complete SolutionThe StormTrap® system’s benefi ts can deliver signifi cant results for your project:
• Cost savings
• Quick installation
• Full access and maintainability• Ultimate stormwater treatment
through incorporation ofStormceptor and Jellyfi sh
• Flexible footprint and design• Reduced design time• Maximum detention volume for
the smallest footprint• High infi ltration/exfi ltration
capacity
• Watertight options available• Full traffi cability and reduced
risk
For more information on the Stormceptor system, including pricing, site design, or sizing, or to arrange a lunch and learn session at your office, please contact your local Lafarge Pipe representative.
BENEFITS FOR OWNERS:• Annual inspections performed on a set schedule• Effortless record management conforming to local regulations• No cost for having the inspection performed• Hassle-free service with no added coordination required• No need to keep up with changing local regulations - Lafarge will
address and inform owner of changes, as required
BENEFITS FOR MUNICIPALITIES:• Inspection and cleaning reports are automatically fi led - no need
to remind owners to submit them• No added inspection efforts or staffi ng requirements•
All StormceptorTM, Jellyfi shTM, and StormTrap® systems offered by Lafarge now include a 5-year performance monitoring plan, including:
• Annual inspection for 5 years after installation• Inspection reports, delivered to the owner and directly to the local
municipality (if requested)• Cleaning service, if required, at additional cost
Lafarge offers a wide variety of stormwater solutions designed to meet your project needs, from StormTrap® detention and retention systems to our patented StormceptorTM and Jellyfi shTM technology. As part of our ongoing commitment to sustainability, Lafarge is now providing support services for ongoing operations and maintenance of our stormwater products.
Lafarge’s performance monitoring plan takes the worry and effort out of maintaining your devices and helps to ensure compliance with local regulations. Our stormwater solutions team maintains the highest level of safety when performing services.
FROM SALE TO SERVICE
PERFORMANCE MONITORING PLAN
Lafarge has the expertise to ensure all units are installed correctly and are functioning properly
PIPE | 2019 | 27
Industry Leading Innovation!
Lafarge Pipe and Renewable Resource Recovery Corporation (R3Corp) offer @Source-Energy Pipe in Western Canada. The @Source-Energy pipe system represents a major innovation in the concrete pipe industry that is focused around the concept of geothermal energy capture.
The @Source-Energy Pipe System
The @Source-Energy pipe system functions as standard concrete pipe, with the added service of extracting heat energy from the effluent in the pipes and from the adjacent ground. Manufacture of @Source-Energy Pipe is similar to standard concrete pipe, except that a small diameter HDPE conduit, similar to a natural gas line, is wound throughout the core along with the steel reinforcement. This HDPE conduit is filled with a 30% ethanol/water blend that acts as a heat transfer fluid throughout the pipe system once installed.
The schematic to the left outlines a typical @Source-Energy installation. Here, a series of concrete pipe located along the sewer main service a home that controls the energy system using a heat pump.The advantage of using @Source-Energy pipe is that as the storm and sanitary pipe needs to be installed as part of development, the incremental cost of the @Source-Energy component is relatively minimal.
R3Corp
R3Corp is a Canadian owned and operated company based in Sudbury, Ontario. The @Source-Energy technology was pioneered by R3Corp, with the initial installation taking place in a 19 home Ontario sub-division in 2009.
We want to hear from you!
Please contact your local Lafarge Pipe representative for more information, product brochures, or if interested in receiving a lunch and learn presentation on @Source-Energy. We are also available to discuss your sustainable projects needs.
@SOURCE-ENERGY PIPEGeothermal Energy Capture Reinforced Concrete Pipe
Miscellaneous Materials
Description Each ($)
4 Tonne Clutch - each (for pipe sizes 1050mm - 1650mm) x
4 Tonne Clutch Set including chains for use in homing procedure x
8 Tonne Clutch - each (for pipe sizes 1800mm - 3000mm) x 8 tonne set does not include chains set.
Lifting Clutches – Pipe and Manholes
Pipe Dia. Mass Each(mm) (kg) ($)
300 46 x
375 65 x
450 88 x
525 113 x
600 142 x
750 210 x
900 291 x
1050 394 x
1200 469 x
1350 653 x
1500 799 x
PlugsDescription Mass (kg) Each ($)
Hydrant Pads (450mm x 450mm x 200mm) 75 x
Kalcrete Cement (bagged) 20 x
Portland Cement (bagged) 20 x
Description Mass (kg) Each ($)
TF101M Machined Frame 99 x
TF101M Machined Cover 77 x
Catch Basin Hood (plastic) with Pin x
Aluminum Safety Step (MSU) x
Cement
Frames and Covers
28 | | 2019PIPE
Estimating
PIPE | 2019 | 29
1200mm Base with 1200mm Risers
1.22m 1.83m 1.22m 0.91m 0.61m 0.46m 0.30m 0.23m 0.15m 0.10m 0.08m 0.23m
1.73 x x x x
1.81 x x x x x
2.03 x x x x x
2.13 x x x x x x
2.19 x x x x x
2.27 x x x x x x
2.34 x x x x x
2.44 x x x x x x
2.64 x x x x x
2.72 x x x x x x
2.95 x x x x x
3.05 x x x x x x
3.25 x x x x x x
3.33 x x x x x x x
3.56 x x x x x
3.66 x x x x x x
3.86 x x x x x x
3.94 x x x x x x x
4.02 x x x x x x
4.12 x x x x x x x
4.17 x x x x x x
4.25 x x x x x x x
4.47 x x x x x x
4.57 x x x x x x x
4.78 x x x x x x
4.86 x x x x x x x
5.08 x x x x x x x
5.18 x x x x x x x x
5.39 x 2x x x x
5.47 x 2x x x x x
5.69 x 2x x x x x
5.79 x 2x x x x x
Reducers Elev. 1200 mm 1200-750mm Adjusting Frame (m) Base Manhole Sections Flat Ring & Cover
Miscellaneous Materials
Description Each ($)
4 Tonne Clutch - each (for pipe sizes 1050mm - 1650mm) x
4 Tonne Clutch Set including chains for use in homing procedure x
8 Tonne Clutch - each (for pipe sizes 1800mm - 3000mm) x 8 tonne set does not include chains set.
Lifting Clutches – Pipe and Manholes
Pipe Dia. Mass Each(mm) (kg) ($)
300 46 x
375 65 x
450 88 x
525 113 x
600 142 x
750 210 x
900 291 x
1050 394 x
1200 469 x
1350 653 x
1500 799 x
PlugsDescription Mass (kg) Each ($)
Hydrant Pads (450mm x 450mm x 200mm) 75 x
Kalcrete Cement (bagged) 20 x
Portland Cement (bagged) 20 x
Description Mass (kg) Each ($)
TF101M Machined Frame 99 x
TF101M Machined Cover 77 x
Catch Basin Hood (plastic) with Pin x
Aluminum Safety Step (MSU) x
Cement
Frames and Covers
28 | | 2019PIPE
Estimating
PIPE | 2019 | 29
1200mm Base with 1200mm Risers
1.22m 1.83m 1.22m 0.91m 0.61m 0.46m 0.30m 0.23m 0.15m 0.10m 0.08m 0.23m
1.73 x x x x
1.81 x x x x x
2.03 x x x x x
2.13 x x x x x x
2.19 x x x x x
2.27 x x x x x x
2.34 x x x x x
2.44 x x x x x x
2.64 x x x x x
2.72 x x x x x x
2.95 x x x x x
3.05 x x x x x x
3.25 x x x x x x
3.33 x x x x x x x
3.56 x x x x x
3.66 x x x x x x
3.86 x x x x x x
3.94 x x x x x x x
4.02 x x x x x x
4.12 x x x x x x x
4.17 x x x x x x
4.25 x x x x x x x
4.47 x x x x x x
4.57 x x x x x x x
4.78 x x x x x x
4.86 x x x x x x x
5.08 x x x x x x x
5.18 x x x x x x x x
5.39 x 2x x x x
5.47 x 2x x x x x
5.69 x 2x x x x x
5.79 x 2x x x x x
Reducers Elev. 1200 mm 1200-750mm Adjusting Frame (m) Base Manhole Sections Flat Ring & Cover
Manhole Sizing Chart Manhole Sizing Chart
30 | | 2019PIPE
No Lubricant NeededThe prelubricated gasket has all the lubricant it needs inside the sealed mantle. Joints slide together quickly and easily.
1. Stretch prelubrication gasket onto spigot of pipe, making sure that mantle is laying smoothly toward end and that gasket body is firmly against should of spigot.
2. Center pipe spigot and bell, and evenly and smoothly press spigot into bell. Gasket mantle will help center the pipe joint as the mantle moves into clearance space.
3. Complete assembly until pipe joint is home. Mantle moves into recess behind gasket, cushioning the joint while allowing joint to deflect. Complete installation by following pipe manufacturer’s recommended bedding and backfilling practices.
When examining the structural integrity of a manhole section, there are two important considerations regarding pipe connections: the pipe diameter and the distance between openings.
When multiple pipe penetrations are located nearby, the walls of the manhole structure are weakened. A concrete pipe placed within the manhole will act to reinforce the opening, while a plastic pipe, conversely, will be limited in its ability to increase the structure’s strength, and as a result, additional reinforcement and engineering consideration may be required. The following section provides Lafarge’s recommendations for maximum allowable openings in large diameter manholes.
525
525
525
450
450
600
600
600
750
750
750
1800
1500
1350 1350
1500
1800
1350
1350
1200
1200
1050
1050
900
900
900
1200
525
600
750
900
1200
1200ø 1200ø
1350ø 1350ø
1500ø 1500ø
1800ø 1800ø
3000ø 3000ø
2700ø
2400ø
2700ø
2400ø
2100ø 2100ø
PIPE | 2019 | 31
Manhole Sizing Chart Manhole Sizing Chart
30 | | 2019PIPE
No Lubricant NeededThe prelubricated gasket has all the lubricant it needs inside the sealed mantle. Joints slide together quickly and easily.
1. Stretch prelubrication gasket onto spigot of pipe, making sure that mantle is laying smoothly toward end and that gasket body is firmly against should of spigot.
2. Center pipe spigot and bell, and evenly and smoothly press spigot into bell. Gasket mantle will help center the pipe joint as the mantle moves into clearance space.
3. Complete assembly until pipe joint is home. Mantle moves into recess behind gasket, cushioning the joint while allowing joint to deflect. Complete installation by following pipe manufacturer’s recommended bedding and backfilling practices.
When examining the structural integrity of a manhole section, there are two important considerations regarding pipe connections: the pipe diameter and the distance between openings.
When multiple pipe penetrations are located nearby, the walls of the manhole structure are weakened. A concrete pipe placed within the manhole will act to reinforce the opening, while a plastic pipe, conversely, will be limited in its ability to increase the structure’s strength, and as a result, additional reinforcement and engineering consideration may be required. The following section provides Lafarge’s recommendations for maximum allowable openings in large diameter manholes.
525
525
525
450
450
600
600
600
750
750
750
1800
1500
1350 1350
1500
1800
1350
1350
1200
1200
1050
1050
900
900
900
1200
525
600
750
900
1200
1200ø 1200ø
1350ø 1350ø
1500ø 1500ø
1800ø 1800ø
3000ø 3000ø
2700ø
2400ø
2700ø
2400ø
2100ø 2100ø
PIPE | 2019 | 31
Terms And Conditions
32 | | 2019PIPE
1. Quotations of Lafarge (the Seller) are subject to revision if not accepted by the purchaser in writing within 30 days from the date hereof, and is conditional upon arrangements satisfactory to the Seller being made with respect to payment.
2. Acceptance of any quotation shall not obligate the Seller until the Purchaser’s credit is approved by our Credit Department.
3. The prices on any quotation are predicated on the receipt of the total concrete products order for the particular project. The Seller reserves the right to requote prices for partial order.
4. The price or prices in our quotation are subject to modification to the extent of any change (either before or after acceptance) in freight rates, import duties, sales taxes, excise taxes, or feign exchange rates.
5. Unless otherwise specified having regard to the work contemplated in this quotation in the event of failure of the Purchaser to take deliveries within a reasonable time the Seller reserves the right to increase prices in accordance with increased costs.
6. If at any time the financial responsibility of the Purchaser becomes impaired or unsatisfactory to the Seller, the Seller reserves the right to insist on payment in advance, or other security: otherwise any sales agreement may be declared null and void, at the option of, and without liability to the Seller. Time is of the essence of any sales agreement and if the Purchaser defaults there under or violates any of the terms or goes into bankruptcy, or if the supplied materials are sized or confiscated, or if any attempts be made to transfer the materials from the Purchaser without the Seller’s written consent, the balance of the contract shall immediately become due and payable, in addition to any expenses the Seller may incur there under.
7. The Seller shall not be responsible for any direct or indirect damages whatsoever caused to the Purchaser or otherwise by delays in deliveries whether arising from fires, strikes, labour difficulties, material procurement difficulties, material procurement difficulties, damage to plant or equipment, governmental regulations, accidents, transportation delays, or from any other cause whatsoever.
8. The Purchaser must provide suitable roadways and entrances to points of delivery for other than on paved streets. If, in the opinion of the Seller, suitable roadways or approaches are not provided the Seller reserves the right to stop deliveries until conditions are remedied. In the event the Purchaser orders delivery beyond a curb line the Purchaser assumes liability for damage to sidewalks, driveways, or other property and the Purchaser shall indemnify and hold the Seller harmless against all liability, loss and expense incurred as a result of such damage.
9. Prices quoted herein are based on prompt unloading of the Seller’s trucks. Trucks held at the job more than 30 minutes will be billed at the going hourly rate.
10. Specialty items covered by any quotation will be manufactured to the purchaser’s order and no returns will be accepted. Changes can be made only if Purchasers request for changes is submitted to the Seller in writing prior to manufacture of the materials, subject to price adjustment. Shop drawings, where appropriate, will be forwarded to the Purchaser as quickly as possible after receipt of architect’s or engineer’s drawings. Shop drawings must be approved by the Purchaser and returned to the Seller prior to material fabrication or manufacture. Cancellation of orders cannot be accepted after materials for the job have been ordered or work started, without our consent.
11. This quotation is based on deliveries being made during normal working hours.
12. The Seller required not less than 24 hours notice of the Purchasers requirements to ensure adequate service and to enable the Seller to schedule his trucks and deliveries.
13. The Purchaser shall assume responsibility for any dirt left on the street by the Seller’s trucks as a result of conditions at place of delivery.
14. The quantity shown on the signed delivery tickets shall be considered conclusive evidence of the quantity delivered unless otherwise reported at the time of delivery.
15. The Purchaser will inspect the concrete products and other goods purchased at the time of delivery and any claims in respect thereto must be made at that time. If any such concrete products or other goods are found to be defective, Lafarge will deliver new concrete products or there goods to the Purchaser at the site of the work in lieu thereof, but it is a condition of sale that this will be the limit of Lafarge’s liability and it will not be liable for any labour costs or there consequential damages.
16. No warranties, representations, conditions, or agreements exist which are not set out in any quotation.
17. Waiver of any one or more of the terms and conditions hereby the Seller shall not constitute a general waiver of terms and conditions and the Seller reserves the right to enforce any and all conditions not so waived. Any such waiver must be in writing.
18. Pallets left at job site will be charged to the Purchaser, but full credit will be given when they are returned, in good condition, freight prepaid, to the Seller at 185 Dawson Road North, Winnipeg MB, R2J 0S6.
19. Unless other arrangements are made, terms are net 30 days from date of shipment and on accounts with amounts outstanding over 30 days from end of month in which the purchases were made, a service charge of 2% per month will be made.
20. Price quotations are FOB, 185 Dawson Road, Winnipeg, MB.
21. Quoted prices do not include taxes.
22. Restocking charges will be 15% for undamaged stock items. Stock items with minor repairable damage that are returned are subject to a 30% restocking charge. No credit will be issued for not repairable products.
PIPE | 2019 | 33
Terms And Conditions
32 | | 2019PIPE
1. Quotations of Lafarge (the Seller) are subject to revision if not accepted by the purchaser in writing within 30 days from the date hereof, and is conditional upon arrangements satisfactory to the Seller being made with respect to payment.
2. Acceptance of any quotation shall not obligate the Seller until the Purchaser’s credit is approved by our Credit Department.
3. The prices on any quotation are predicated on the receipt of the total concrete products order for the particular project. The Seller reserves the right to requote prices for partial order.
4. The price or prices in our quotation are subject to modification to the extent of any change (either before or after acceptance) in freight rates, import duties, sales taxes, excise taxes, or feign exchange rates.
5. Unless otherwise specified having regard to the work contemplated in this quotation in the event of failure of the Purchaser to take deliveries within a reasonable time the Seller reserves the right to increase prices in accordance with increased costs.
6. If at any time the financial responsibility of the Purchaser becomes impaired or unsatisfactory to the Seller, the Seller reserves the right to insist on payment in advance, or other security: otherwise any sales agreement may be declared null and void, at the option of, and without liability to the Seller. Time is of the essence of any sales agreement and if the Purchaser defaults there under or violates any of the terms or goes into bankruptcy, or if the supplied materials are sized or confiscated, or if any attempts be made to transfer the materials from the Purchaser without the Seller’s written consent, the balance of the contract shall immediately become due and payable, in addition to any expenses the Seller may incur there under.
7. The Seller shall not be responsible for any direct or indirect damages whatsoever caused to the Purchaser or otherwise by delays in deliveries whether arising from fires, strikes, labour difficulties, material procurement difficulties, material procurement difficulties, damage to plant or equipment, governmental regulations, accidents, transportation delays, or from any other cause whatsoever.
8. The Purchaser must provide suitable roadways and entrances to points of delivery for other than on paved streets. If, in the opinion of the Seller, suitable roadways or approaches are not provided the Seller reserves the right to stop deliveries until conditions are remedied. In the event the Purchaser orders delivery beyond a curb line the Purchaser assumes liability for damage to sidewalks, driveways, or other property and the Purchaser shall indemnify and hold the Seller harmless against all liability, loss and expense incurred as a result of such damage.
9. Prices quoted herein are based on prompt unloading of the Seller’s trucks. Trucks held at the job more than 30 minutes will be billed at the going hourly rate.
10. Specialty items covered by any quotation will be manufactured to the purchaser’s order and no returns will be accepted. Changes can be made only if Purchasers request for changes is submitted to the Seller in writing prior to manufacture of the materials, subject to price adjustment. Shop drawings, where appropriate, will be forwarded to the Purchaser as quickly as possible after receipt of architect’s or engineer’s drawings. Shop drawings must be approved by the Purchaser and returned to the Seller prior to material fabrication or manufacture. Cancellation of orders cannot be accepted after materials for the job have been ordered or work started, without our consent.
11. This quotation is based on deliveries being made during normal working hours.
12. The Seller required not less than 24 hours notice of the Purchasers requirements to ensure adequate service and to enable the Seller to schedule his trucks and deliveries.
13. The Purchaser shall assume responsibility for any dirt left on the street by the Seller’s trucks as a result of conditions at place of delivery.
14. The quantity shown on the signed delivery tickets shall be considered conclusive evidence of the quantity delivered unless otherwise reported at the time of delivery.
15. The Purchaser will inspect the concrete products and other goods purchased at the time of delivery and any claims in respect thereto must be made at that time. If any such concrete products or other goods are found to be defective, Lafarge will deliver new concrete products or there goods to the Purchaser at the site of the work in lieu thereof, but it is a condition of sale that this will be the limit of Lafarge’s liability and it will not be liable for any labour costs or there consequential damages.
16. No warranties, representations, conditions, or agreements exist which are not set out in any quotation.
17. Waiver of any one or more of the terms and conditions hereby the Seller shall not constitute a general waiver of terms and conditions and the Seller reserves the right to enforce any and all conditions not so waived. Any such waiver must be in writing.
18. Pallets left at job site will be charged to the Purchaser, but full credit will be given when they are returned, in good condition, freight prepaid, to the Seller at 185 Dawson Road North, Winnipeg MB, R2J 0S6.
19. Unless other arrangements are made, terms are net 30 days from date of shipment and on accounts with amounts outstanding over 30 days from end of month in which the purchases were made, a service charge of 2% per month will be made.
20. Price quotations are FOB, 185 Dawson Road, Winnipeg, MB.
21. Quoted prices do not include taxes.
22. Restocking charges will be 15% for undamaged stock items. Stock items with minor repairable damage that are returned are subject to a 30% restocking charge. No credit will be issued for not repairable products.
PIPE | 2019 | 33
Joel Malkoske, P.EngGeneral [email protected]
Erin Anseeuw, C.E.T.Sales Manager204-958-6345 [email protected]
Michelle Jaramilla, C.E.T.Sales [email protected]
Matthew Koroluk, E.I.T.Stormwater [email protected]
Jade SobczakPipe Shipping Coordinator 204-958-4886 [email protected]
Joe VieiraOperations [email protected]
Teneil Allen, [email protected]
Kulwinder S Layal, P. Eng.Quality Control [email protected]
Param Bakhshisit S Dhillon Quality Control [email protected]
LAFARGE CANADA INC.185 Dawson Road NWinnipeg, MB R2J 0S6204-958-6333 tel204-233-5644 fax
lafargenorthamerica.com