02611Corrugated Steel Pipe and Structures by B7BONZL

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									Section Cover Sheet
                                                                                 Section 02611
2006-10-31                                                Corrugated Steel Pipe and Structures

Use this section to specify requirements for pipe and structures (i.e. such as manholes,
gatewells, pumpwells, etc.) fabricated from galvanized corrugated steel pipe.

For other items typically required with such structures, such as ladders, access hatches, etc.,
use Section 05505 – Metal Fabrications to specify requirements, particularly where these items
are required elsewhere. Carefully co-ordinate measurement and payment between the
sections.

Edit this section to suit the Contract requirements.

Heading of Specification Text                 Specification Note

Part 1      General

1.1         [Detail Drawings]                 Provide detail drawings showing typical installations
                                              or details where appropriate.        Include detail
                                              drawings, TRANS CB6-5.15 M1 and CB6-5.15 M2,
                                              showing requirements for sloped end sections
                                              where required.

1.2         References

1.3         Submittals

            .2                                Edit as required.

1.4         Delivery, Storage, and Handling

Part 2      Products

2.1         Materials

            .2.1                              Edit corrugation profile as required.

            .2.2                              Review wall thickness and diameter required in
                                              conjunction with corrugation profile in clause
                                              2.1.2.1.

            [.2.3]                            Include where sloped end sections are required.

            .3.1                              Confirm and modify wall thickness for couplers.
                                              Typically manufactured in 1.6 and 2.0 mm
                                              thickness. Use greatest thickness available.


CWMS Civil Works Master Specification
Alberta Transportation                                                                       Page 1
Master Specification System
Section Cover Sheet
                                                                               Section 02611
2006-10-31                                              Corrugated Steel Pipe and Structures

Heading of Specification Text               Specification Note

            [.5]                            Include if fiberglass lids are required. For fabricated
                                            steel lids, provide details on the Drawings and co-
                                            ordinate with Section 05505 – Metal Fabrications, if
                                            used.

            [.6]                            Confirm ladder requirements. Co-ordinate with
                                            Section 05505 – Metal Fabrications, if used.



2.2         Shop Fabrication                Use this clause to specify          shop   fabrication
                                            requirements such as welding.

Part 3      Execution

3.1         Excavation and Preparation of
            the Foundation

            .3                              For excavation required by the Minister beyond the
                                            specified lines, grades, slopes, and elevations, the
                                            preference is that this excavation be classified by
                                            the Minister and measured and paid for under the
                                            applicable Unit Price.      The use of the term,
                                            Authorized Over-Excavation, should be avoided so
                                            that the conditions in the Contract authorizing
                                            Changes in the Work are not compromised.
                                            However, for canal rehabilitation contracts,
                                            Structure Excavation is typically included in the
                                            Lump Sum price of the structure. In this case the
                                            inclusion of Authorized Structure Over-Excavation
                                            paid for under an unforeseen work allowance may
                                            be required. Edit as required.

            .5                              Clearly show the bedding requirements (backfill
                                            materials, thickness, and dimensions) on the
                                            Drawings.

            [.6]                            Include if preshaping of the pipe bed is required.

3.2         Installation



CWMS Civil Works Master Specification
Alberta Transportation                                                                       Page 2
Master Specification System
Section Cover Sheet
                                                                             Section 02611
2006-10-31                                            Corrugated Steel Pipe and Structures

Heading of Specification Text              Specification Note

3.3         Fill and Backfill

3.4         Repair of Damaged Galvanized
            Coating



END OF COVER SHEET




CWMS Civil Works Master Specification
Alberta Transportation                                                              Page 3
Master Specification System
                                                                            Section 02611
                                                     Corrugated Steel Pipe and Structures
Tender No.: [     ]                                                                Page 1

PART 1      GENERAL

1.1         [DETAIL DRAWINGS]

      .1    The following detail drawings are appended hereto and form part of this section:

            Number                     Title
            [            ]             [           ]
            [            ]             [Sloped End Section]

1.2         REFERENCES

      .1    Provide corrugated steel pipe and structures in accordance with the following
            standards (latest revision) except where specified otherwise.

      .2   American Society for Testing and Materials (ASTM)

           .1     ASTM D1056                         Specification   for Flexible Cellular
                                                     Materials –     Sponge or Expanded
                                                     Rubber.

      .3    Canadian General Standards Board (CGSB)

            .1    CAN/CGSB-1.181                    Ready-Mixed        Organic      Zinc-Rich
                                                    Coating.

      .4    Canadian Standards Association (CSA)

            .1    CSA-G401                          Corrugated Steel Pipe Products.

1.3         SUBMITTALS

      .1    Provide the following submittals.

      .2    Shop drawings of pipes and structures including [manholes, gatewells, and
            pumpwells] at least 20 days prior to fabrication.

1.4         DELIVERY, STORAGE, AND HANDLING

      .1    Inspect each shipment of material and timely replace any damaged materials.

      .2    Unload, handle, and store pipe according to the manufacturer’s written
            instructions to prevent damage to the galvanized coating and the pipe.
                                                                               Section 02611
                                                        Corrugated Steel Pipe and Structures
Tender No.: [       ]                                                                 Page 2

PART 2       PRODUCTS

2.1          MATERIALS

      .1     Provide materials in accordance with the following.

      .2     Corrugated Steel Pipes and Structures:

             .1     Corrugated steel pipe and structures including [manholes, gatewells, and
                    pumpwells] consisting of galvanized helical corrugated lock seam pipe in
                    accordance with CSA-G401, with a corrugation profile of [68 mm by 13
                    mm] [125 mm by 25 mm]. Re-corrugate end to provide annular
                    corrugations for couplers.

             .2     Pipe Wall Thickness         Pipe Diameter

                    [2.0 mm                     D ≤ 600 mm
                    2.8 mm                      600 mm < D ≤ 900 mm
                    3.5 mm                      D > 900 mm]

             [.3]   Shop fabricated sloped end sections of 3H:1V [4H:1V] as specified.
                    Smooth the cut edges by grinding. For pipes 1000 mm or greater in
                    diameter, weld the lock seams terminating at the cut edges of the sloped
                    end sections with a 75 mm long fillet weld along the lock seam.

             .4     Shop fabricated structures and fittings.

      .3     Couplers:

             .1     Galvanized couplers with annular corrugations and a minimum wall
                    thickness of [2 mm].

             .2     For CSP greater than 300 mm in diameter, couplers of sufficient width to
                    cover a minimum of 2 outside crest corrugations on each re-corrugated
                    end.

             .3     For CSP greater than 800 mm in diameter, couplers that have a minimum
                    of 3 bolts.

             .4     Gaskets: Rubber gaskets in accordance with ASTM D1056.

      .4     Galvanizing: Minimum zinc coating of 610 g/m 2 in accordance with CSA-G401
             for all components.

      [.5]   Fibreglass Lids: [ Armtec Type [     ]].
                                                                              Section 02611
                                                       Corrugated Steel Pipe and Structures
Tender No.: [      ]                                                                 Page 3

      [.6]   Ladders: [Aluminum MSU Model 1105 access ladders complete with Model
             3104 double rail access handles as manufactured by MSU Mississauga Ltd.]

2.2          SHOP FABRICATION

      .1     Perform welding in the shop in accordance with CSA-W59.

      .2     For fabricated structures and fittings, employ a proven square groove or vee-
             groove welding procedure that provides 100% effective throat thickness at the
             joint. Provide a welded joint that has the same strength as the adjacent
             corrugated steel material.

      .3     Repair zinc coating damaged by welding as specified.

PART 3       EXECUTION

3.1          EXCAVATION AND PREPARATION OF THE FOUNDATION

      .1     Excavate the pipe and structure foundation to the lines, grades, slopes, and
             elevations specified in the Contract Documents.

      .2     Provide care of water to permit the work to be carried out in the dry.

      .3     The Minister will identify unsuitable bearing soils when encountered at the earth
             foundation level. Perform [excavation, as classified by the Minister,] [Authorized
             Structure Over-Excavation] to remove unsuitable bearing soils and replace with
             [fill materials] [Authorized Fill Placement] as directed by the Minister.

      .4     Compact the base of the excavation to provide a firm foundation of uniform
             density beneath the entire length of the pipes and structures.

      .5     Place and compact the bedding material as specified in the Contract Documents.

      [.6]   Shape the bed to conform to the curvature of the pipe.

3.2          INSTALLATION

      .1     Install the pipes and structures at the locations, of the sizes, and to the lines,
             grades, slopes, and elevations specified in the Contract Documents. The
             tolerance from the specified lines, grades, slopes, and elevations is +/-15 mm.
             For structures, the maximum variation from plumb is 1H:300V.

      .2     Where departures from the specified tolerance occur along the pipes, that are
             within the specified tolerance, return to the specified lines, grades, slopes, and
             elevations gradually at a rate of not more than 5 mm per metre length of the pipe.
             For greater departures, remove and reinstall the pipe.
                                                                              Section 02611
                                                       Corrugated Steel Pipe and Structures
Tender No.: [     ]                                                                  Page 4

      .3    Securely join separate sections using couplers installed in accordance with the
            manufacturer’s written instructions. Provide a completed installation that is
            watertight, and install the pipes so that they are free of depressions and are free
            draining.

      .4    When a laser beam is used to maintain grade, use manual survey methods to
            check the pipe invert at several intermediate locations and at the termination
            points.

3.3         FILL AND BACKFILL

      .1    Do not commence fill placement until the installed pipes and structures have
            been inspected by the Minister. Rectify defects, including any identified by the
            Minister.

      .2    Provide the fill material specified in the Contract Documents, and fill all
            corrugations so that direct and continuous contact between the pipe wall and the
            fill material is attained.

      .3    Compact each lift of fill at the moisture content and to the density specified in
            Section 02331 – Fill Placement.

      .4    Within 600 mm of pipes and 1000 mm of structures, remove rocks larger than 80
            mm in diameter, and place fill material in lifts not exceeding 100 mm in thickness.
            Compact each lift using pneumatic or mechanical hand tamping equipment.

      .5    Prevent damage to pipes and structures including the galvanized coating during
            fill placement. Do not permit compaction equipment to come into direct contact
            with the pipe and structure.

      .6    Bring fill and compaction layers up simultaneously and evenly on both sides of
            the pipes and structures. Do not allow construction equipment to pass over the
            pipe until a minimum cover of 600 mm, or greater if necessary to prevent
            damage to the pipe, of compacted fill has been placed.

      .7    Operate compacting equipment parallel to the longitudinal axis of the pipe, until
            sufficient fill has been placed to allow construction of the embankment in the
            normal manner.

      .8    Prevent displacement of the pipe and structure during fill placement operations or
            through floatation.

      .9    Maintain the interior of the pipes and structures free of foreign material.
                                                                           Section 02611
                                                    Corrugated Steel Pipe and Structures
Tender No.: [    ]                                                                Page 5

3.4         REPAIR OF DAMAGED GALVANIZED COATING

      .1    Repair damaged galvanized surfaces with a zinc-rich paint that is in accordance
            with CAN/CGSB-1.181.

      .2    Power tool clean the surfaces to be repaired to a bright metal surface. Apply
            multiple coats of zinc-rich paint in accordance with the manufacturer’s written
            instructions to obtain a minimum dry film thickness of 50 microns or greater
            where required by the paint manufacturer.



            END OF SECTION

								
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