P.P.C.C. BRIDGE OVER

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1 PLANS OF PROPOSED P.P.C.C. BRIDGE OVER ON LENGTH OUT TO OUT OF ABUTMENT PRECAST BACKWALL PANELS SUPERSTRUCTURE THREE SIMPLY SUPPORTED SPAN OF PRECAST PRESTRESSED CONCRETE CHANNEL GIRDERS WITH ASPHALT OVERLAY DESIGN DATA SPECIFICATIONS SUBSTRUCTURE TWO PRECAST CONCRETE ABUTMENTS AND TWO INTERMEDIATE BENTS WITH STEEL H-PILES SHEET LEGEND 1. COVER SHEET 2. GENERAL ELEVATION AASHTO LRFD Bridge Design Specifications, First Edition, 1994 plus 1996/97 Interims 3. BORING LOGS VEHICULAR LIVE LOADING ROADWAY WIDTH OUT TO OUT OF GIRDERS SITE AND EROSION CONTROL DETAILS EXAMPLE EROSION CONTROL DETAILS 1. Modified AASHTO HSS-25 Truck 2. AASHTO LRFD "HL-93" Loading STRUCTURAL CONCRETE CSA A23.1, Exposure Class C-1 Air content category 1 LOCATION IN R.M. OF ASSEMBLY DETAILS ASSEMBLY DETAILS STEEL PILE CAP DETAILS STEEL PILE CAP DETAILS BEARING AND ERECTION DETAILS RAILING LAYOUT AND DETAILS PRECAST PRESTRESSED CONCRETE CHANNEL GIRDERS - PRECAST PANELS - f'c = 35 MPa f'c = 45 MPa at 28 days f'ci = 35 MPa at time de-stressing P1. RAILING DETAILS RAILPOST DETAILS PRECAST PANEL DETAILS REINFORCING STEEL P2. PRECAST PANEL DETAILS PRECAST PRESTRESSED CONCRETE CHANNEL GIRDERS - CAN/CSA-G30.18-M92 Grade 400W black (i.e no epoxy coating) PRECAST PANELS - CAN/CSA-G30.18-M92 Grade 400W black (i.e no epoxy coating) G1. G2. PRECAST PRESTRESSED CHANNEL GIRDER DETAILS PRECAST PRESTRESSED CHANNEL GIRDER DETAILS STRUCTURAL STEEL G3. G4. PRECAST PRESTRESSED CHANNEL GIRDER DETAILS PRECAST PRESTRESSED CHANNEL GIRDER DETAILS All Structural Steel shall conform to CAN/CSA G40.21-M92 Grade 300W HSS Tubing for Bridge Rail shall confrom to CAN/CSA- G40.21-M92 Grade 350W N G5. PRECAST PRESTRESSED CHANNEL GIRDER DETAILS PRESTRESSING STRAND 20-13! low relaxation strands, fpu = MPa PILE LOADING MAXIMUM FACTORED LOAD FACTORED BEARING RESISTANCE END PILE BENTS 628 kn INTERMEDIATE PILE BENTS 610 kn HYDRAULIC DESIGN DATA TP. - PLACE LOCATION DESIGN DISCHARGE Q = Ë/sec MAP HERE ENVIRONMENTAL APPROVALS SURVEY CONTROL HORIZONTAL DATUM: NAD83CSRS VERTICAL DATUM: CGVD28 ELLIPSOID: GRS 1980 GEOID: RGE. - LOCATION MAP Not to Scale MANITOBA ENVIRONMENT ACT LICENCE DATE : FILE # : FISHERIES AND OCEANS CANADA - AUTHORIZATION OR REVIEW DATE : FILE # : UTM: SCALE FACTOR: ZONE. TRANSPORT CANADA - NAVIGATION ACT DATE : SITE CONTROL POINT DATA FILE # : MANITOBA INFRASTRUCTURE ENVIRONMENTAL APPROVAL CONTROL POINT # CONTROL POINT # NORTHING: EASTING: ELEVATION: DATE: NORTHING: EASTING: ELEVATION: DATE: MANITOBA INFRASTRUCTURE WATER MANAGEMENT AND STRUCTURES DATE : FILE # : ENVIRONMENTAL REVIEW COMPLETED DATE : COMPLETED BY : CONTROL POINT # NORTHING: EASTING: ELEVATION: DATE:... ALL DIMENSIONS ARE IN MILLIMETRES (mm) AND ALL ELEVATIONS RELEASED FOR CONSTRUCTION BY : AND STATIONS ARE IN METRES (m) UNLESS SHOWN OTHERWISE. ISSUED FOR EXECUTIVE DIRECTOR OF STRUCTURES CONSTRUCTION DRAWN DATE: SHEET No. 1 DATE CHECKED DATE: SITE No.

NORTH OR WEST Final pavement Elev. m @ roadway 36 384 out to out precast backwall panels Final pavement Elev. m @ roadway SOUTH OR EAST Pile cut-f Elev. m Pile cut-f Elev.

existing groundline along roadway Steel piles HP 250 x 85, m long Steel piles HP 310 x 110, m long Steel piles HP 310 x 110, m long Elev.

4 ELEVATION Steel H- 250 x 85 2 500 1 560 775 CSP to meet side slopes see "ABUTMENT DRAINAGE END TREATMENT" () 1: 8 Batter Dimensions along steel cap channel Bridge Sta. +.

= 5 400 775 Steel H- 310 x 110 4 Spaces @ 1350 4 Spaces @ 1350 = 5 400 = 5 400 Steel H- 310 x 110 Steel H- 310 x 110 2 Spaces @ 2 300 2 Spaces @ 2 300 = 4 600 = 4 600 NOTES:

The minimum root pass shall be 6 mm. 3. Preparation for welding requires 13 mm bevel for HP 250 piles and 14 mm bevel for HP 310 piles. 4. Weld both flanges and web as shown.

*E48018 equivalent metric electrode HP Steel pile 10 10 2 500 1 560 11 880 6 008 6 008 11 880 1 560 2 500 45 45 Steel H- 250 x 85 Steel H- 250 x 85 HP Steel pile tip DETAIL

Low hydrogen *E70 series electrodes shall be used. 3. The minimum root pass shall be 6 mm.

5% 650 deep precast prestressed concrete channel girders 9 girders @ 1 200 = 10 800 CROSS SECTION Scale 1:50 1.5% 38 Steel pile 600 SECTION A-A Typical at Su.

2 NORTH OR WEST Final pavement Elev. roadway out to out precast backwall panels Final pavement Elev. roadway SOUTH OR EAST Pile cut-f Elev. m Pile cut-f Elev. m Pile cut-f Elev. m Pile cut-f Elev. m 3:1 3:1 Approx. existing groundline along roadway Steel piles HP 250 x 85, m long Steel piles HP 310 x 110, m long Steel piles HP 310 x 110, m long Elev. m Steel piles HP 310 x 110, m long Steel piles HP 310 x 110, m long Steel piles HP 250 x 85, m long SU.1 SU.2 SU.3 SU.4 ELEVATION Steel H- 250 x CSP to meet side slopes see "ABUTMENT DRAINAGE END TREATMENT" () 1: 8 Batter Dimensions along steel cap channel Bridge Sta. +. 1: 8 Batter Dimensions along steel cap channel Steel H- 250 x See Note 3 Roadway P.R. No. 1% 1% CSP CSP 1: Batter = = Steel H- 310 x 110 A 1: 8 Batter A = = Steel H- 310 x = = Steel H- 310 x 110 Steel H- 310 x = = NOTES: See Note 3 See Note 3 GTSM GTSM DETAIL OF STEEL HP PILE SPLICE Not To Scale re: Welding 1. Low hydrogen *E70 series electrodes shall be used. 2. The minimum root pass shall be 6 mm. 3. Preparation for welding requires 13 mm bevel for HP 250 piles and 14 mm bevel for HP 310 piles. 4. Weld both flanges and web as shown. The inside bevelling and welds to be completed first. 5. Before undertaking the back welds, the weld preparation shall be carried out with a carbon Arc-Air gouger. *E48018 equivalent metric electrode HP Steel pile Steel H- 250 x 85 Steel H- 250 x 85 HP Steel pile tip DETAIL OF STEEL HP PILE TIP PLAN NOTES : Not to Scale Asphalt overlay 1. Edges HP Steel pile tip to be ground on 45 bevel for 10 mm. 2. Low hydrogen *E70 series electrodes shall be used. 3. The minimum root pass shall be 6 mm. Roadway : 1 REVISIONS *E48018 equivalent metric electrode GENERAL ELEVATION Granular backfill 120 Final pavement Elev. Asphalt overlay 1.5% 650 deep precast prestressed concrete channel girders = CROSS SECTION Scale 1:50 1.5% 38 Steel pile 600 SECTION A-A Typical at Su.1 Scale 1: max. NOTES : re: Backfill Behind Abutment Ballast Walls 1. Backfill behind ballast wall and wingwall panels shall be Type 1 - Granular backfill supplied and placed in accordance with Bridge Specification 1001 (I). The granular backfill shall be placed and compacted in lifts not exceeding 150 mm. 2. Compaction equipment used within 2 m ballast walls and wingwalls shall be limited to light vibratory equipment with a mass not exceeding 120 kg unless otherwise approved. 3. Steel pile tip to be PRUYN "Hard-Bite" or equivalent. DATE BY DESCRIPTION DESIGN SEAL RECORD SEAL PLACE ENGINEERS ELECTRONIC SEAL HERE DESIGN DETAILS Infrastructure Water Management and Structures CHECKED: CHECKED: B.A.N. K.P. RELEASED FOR CONSTRUCTION EXECUTIVE DIRECTOR OF STRUCTURES DATE SCALE: 1 : 100 or as shown SHEET No. SITE No. 2

4 Sta. +. m Elev.. m 3:1 Average annual summer high water level =. m Roadway P.R. No. Bridge NORTH or WEST Bridge Sta. +. NORTH or WEST SOUTH or EAST Proposed bottom channel Elev.. m Rip rap PLAN Approx. limits rip rap SOUTH or EAST Sta Geotextile shall be placed under all rip rap, overlapping 600mm in direction flow. EXAMPLE LAYOUT ONLY GENERATE SHEET FROM YOUR SITE PLAN ADD SITE SPECIFIC DIMENSIONS Sta. +. m Elev.. m NOTE: Existing pile bents to be removed by Bridge Contractor. REVISIONS thick Class rip rap Geotextile 500 EDGE TREATMENT Geotextile FLOW 600 OVERLAPPING DETAILS RIP RAP DETAILS Not To Scale NOTES: 1. All geotextile shall be Non-Woven Geotextile, Class I (Heavy Duty) from the Manitoba Infrastructure's Approved Product List. 45 SITE AND EROSION CONTROL DETAILS 300 PLACE ENGINEERS EXECUTIVE DIRECTOR OF STRUCTURES LOCATIONS OF UTILITIES AS SHOWN ARE BASED ON READILY AVAILABLE INFORMATION. NO GUARANTEE IS GIVEN THAT ALL UTILITIES ARE SHOWN ELECTRONIC SEAL DESIGN SCALE: OR THAT THE GIVEN LOCATIONS ARE EXACT. CONTRACTOR SHALL CONFIRM CHECKED: ELEVATION HERE 4 SU.1 SU.2 SU.3 SU.4 Scale 1:100 UTILITY DISCLAIMER: THE EXISTENCE AND LOCATION OF UTILITIES BY OBTAINING FROM THE INDIVIDUAL UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION. DATE BY DESIGN SEAL DESCRIPTION RECORD SEAL DETAILS Water Management and Structures Infrastructure CHECKED: K.P. RELEASED FOR CONSTRUCTION 1 : 200 or as shown SHEET No. SITE No. DATE

7 Structural flat washer Bracket Mk. "S2" Threaded rod 10 between 150 Mk. "TR3" () Plate Mk."S3" () Mk. "N4" or "N4a" Mk. "N1" or "N1a" PP.C.C. girder, long Asphalt overlay Shims Mk. "SH1" or "SH2" as required A325 bolt assembly Mk. "R1" (two bolts for each connection) Washer Mk. "A2" Bolt Mk. "R34" precast panels Anchor for elastomeric sheet 300± Mk. "N1" 3 thick x 300 wide Elastomeric sheet Plate Mk. "S3" 1125 Mk. "N2" or "N3" PPCC girder, long PPCC girder, long 3 thick x 300 wide elastomeric sheet Anchors for elastomeric sheet 300± Mk. "N4" Torque from this side Grout after erection and bolting complete Washers Mk. "A2" NOTE: A minimum 1-3 thick x 300 wide elastomeric sheet to be installed on all wingwall and ballast wall piles (field cut length sheet required for ballast wall piles). Sheets to be bonded to pile or panel with approved adhesive. Additional sheets to be placed as required. Field cut additional sheets to fit if required. 3 thick x 300 wide Elastomeric sheet () Angle Mk. "S1" A325 bolt assembly Mk. "R36" PART SIDE ELEVATION Structural flat One pair Nord-Lock washer Mk. "W1" lock washers DETAIL OF LATERAL CONNECTION ANGLE Scale 1:2 DETAIL "B" Scale 1:10 Steel plate Bolts Mk. "R36" field drill 18! holes in channel Bolts Mk. "R34" Bracket Mk. "S2" 3 thick x 300 wide Elastomeric sheet Bridge railing not shown for clarity Mk. "N2" Anchors for elastomeric sheet 300± Asphalt overlay P.P.C.C girders DETAIL "C" Dowel holes to be filled with grout after erection long Asphalt overlay DETAIL "C" 26 x 60 Impregnated expanding joint sealant (structural) Dowel holes to be filled with grout after erection 26 thick flexcell Mk. "N1" or "N1a" Washer Mk. "A1" Threaded rod Mk. "TR2" 13 mastic Threaded rod Mk. "TR1" Grout Elastomeric bearing Unused dowel holes to be filled with grout after erection 16 x 60 Impregnated expanding joint sealant (structural) 16 flexcell 13 mastic Threaded rod Mk. "TR1" Grout SECTION B-B Scale 1:10 Elastomeric bearing 25 () NOTES: 3 x 150 wide elastomeric masonry pad continuous under precast panels Mk. "N1" & "N1a" 25 Steel plate Mk. "P1" or "P1a" Steel plate Mk. "P2" RE: BOLTING a) GIRDER LATERAL CONNECTION - Bolts Mk. "R1" - c/w one F436 hardened washer, one structural plate washer Mk."W1", one pair Nord-Lock washers and one Grade DH heavy hex. nut. A325 bolt assembly Mk. "R32" () 13 x 40 Impregnated expanding joint sealant (non-structural) 13 A325 bolt assembly Mk. "R30" () A325 bolt assembly Mk. "R35" () Steel channel Mk. "P3" A325 bolt assembly Mk. "R30" () A325 bolt assembly Mk. "R35" () Steel channel b) STEEL CAP - Bolts Mk. "R30" - One F436 hardened washer, one hardened bevel washer and one Grade DH heavy hex. nut. - Bolts Mk. "R32" - One hardened bevel washer and one Grade DH heavy - Bolts Mk. "R35" - Two F436 hardened washers and one Grade DH heavy hex. nut. c) PRECAST PANELS - Bolts Mk. "R36" - Two F436 hardened washers and one Grade DH heavy hex. nut. - Bolts Mk. "R34" - One F436 hardened washer and one structural plate washer Mk. "A2", no nuts. - Threaded rod Mk. "TR2" - One standard flat washer, one structural lock washer, structural plate washer Mk. "A1" and one stainless steel hex. nut. - Threaded rod Mk. "TR3" - two Filler plates Mk. "S4", one structural lock washer, two standard flat washers and two hex. nuts, Filler plate Mk. "S5" if required. d) GIRDER TO STEEL CAP - Threaded rod Mk. "TR1" - one standard flat washer and structural lock washer and two hex. nuts. e) High strength bolts shall be tightened by the turn--nut method as per Bridge Specifications. Ensure nuts are lubricated prior to bolting. Threaded rods f) Fill counter bored holes with mastic filler after tightening bolts. Mk. "TR3" 2. When grouting dowel holes in girders, ensure that there is no grout between bottom girder and bearing plate. 3. Apply galvalloy to all field welds & areas where galvanizing has been damaged. Mk. "N2" or "N3" CROSS SECTION ELEVATION 4. Impregnated expanding joint sealant shall be installed as per manufacturer's recommendations. DETAILS AT INTERMEDIATE BENT 10 x 100 Plain elastomeric pad Joint Scale 1:10 REVISIONS ASSEMBLY DETAILS Rout and seal with approved hot poured joint sealant () 25 Top ashpalt Angle Mk. "S1" A325 bolt assembly Mk. "R36" DATE BY DESIGN SEAL DESCRIPTION RECORD SEAL RELEASED FOR CONSTRUCTION SECTION AT ABUTMENT Scale 1:10 DETAIL "C" Scale 1 : 1 3 wide saw cut NOTE: For location SECTIONS "B-B" & "DETAIL B" see Sheet No. 6. PLACE ENGINEERS ELECTRONIC SEAL HERE DESIGN DETAILS Infrastructure Water Management and Structures CHECKED: CHECKED: B.A.N. K.P. EXECUTIVE DIRECTOR OF STRUCTURES SCALE: 1 : 30 or as shown SHEET No. SITE No. 7 DATE

9 BILL OF MISCELLANEOUS METAL MARK No. No. DESCRIPTION CORROSION PROTECTION ROADWAY WIDTH - 3 SPAN SIZE LENGTH REMARKS COMPONENT MASS Site No. P1 2 Steel plate Hot dip galvanized Steel plate PL 32x See detail for Abutment Nelson Type NBL, no thread studs 10 dia. 19 Part No MASS PER UNIT TOTAL MASS P1a 2 Steel plate Hot dip galvanized Steel plate PL 32x See detail for Abutment Nelson Type NBL, no thread studs 10 dia. 19 Part No P2 4 Steel plate Hot dip galvanized Steel plate PL 32x See detail for Intermediate Bent Nelson Type NBL, no thread studs 10 dia. 19 Part No P3 4 Steel channel Hot dip galvanized C310x See detail for Abutment P4 4 Steel channel Hot dip galvanized C310x See detail for Intermediate Bent R A325 bolt assembly Hot dip galvanized 16 dia. 89 Steel plate to channels R32 48 A325 bolt assembly Hot dip galvanized 16 dia. 76 Steel plate to channels C'bore holes R A325 bolt assembly Hot dip galvanized 22 dia. 64 Channels to piles R36 48 A325 bolt assembly Hot dip galvanized 16 dia. 64 Angles Mk. "S1" to piles & bracket Mk. "S2" to cap S1 20 Angle Hot dip galvanized L 152x152x As detailed S2 4 Bracket Hot dip galvanized As detailed S3 16 Plate Hot dip galvanized PL 6x300 As detailed S4 32 Filler plate Hot dip galvanized PL 6x As detailed S5 16 Filler plate Hot dip galvanized PL 3x As detailed A1 16 Structural plate w asher Hot dip galvanized PL 10x As detailed - One to threaded rod Mk. "TR2" A2 8 Structural plate w asher Hot dip galvanized PL 10x90 90 As detailed - One to bolt Mk. "R34" TR1 54 Threaded rods c/w tw o hex. nuts Hot dip galvanized 19 dia. 400 Girder to steel cap plate TR3 32 Threaded rods c/w tw o hex. nuts Hot dip galvanized 19 dia. 300 Steel plates Mk. "S3" to precast panels Hardened bevel w asher Hot dip galvanized for 16 dia. bolts One to bolts Mk. "R30" & "R32" Standard flat w asher Hot dip galvanized for 13 dia. rod One to threaded rod Mk. "TR2" Standard flat w asher Hot dip galvanized for 19 dia. rod One to "TR1", tw o to "TR3" Structural lock w asher Hot dip galvanized for 12 dia. rod One to threaded rod Mk. "TR2" Structural lock w asher Hot dip galvanized for 19 dia. rod One to "TR1" & "TR3" F436 Hardened w asher Hot dip galvanized for 22 dia. bolts One to bolt Mk. "R35" F436 Hardened w asher Hot dip galvanized for 16 dia. bolts One to bolt Mk. "R36" R1 192 A325 bolt assembly Hot dip galvanized 22 dia. 76 R.C. girder connection W1 192 Structural flat w asher Hot dip galvanized for 22 dia. bolts One to bolt Mk. "R1" Pair Nord-Lock lock w ashers for 22 dia. bolts One pair to bolt Mk. "R1" SH1 96 Shim plate Hot dip galvanized PL 2.5x As detailed - use as required SH2 96 Shim plate Hot dip galvanized PL 5x As detailed - use as required TOTAL MASS (kg) = NOTES: 1. All material noted in the above Bill shall be hot dip galvanized after fabrication in accordance w ith CSA G164 for a minimum net retention 610 g/m2 unless otherw ise stated in the specified material ASTM standards. The fabricator and galvanizer shall safeguard against embrittlement using recommended practices from applicable standards. 2. Seal all w elds prior to galvanizing. 3. Apply Galvaloy to all field w elds and areas w here galvanizing has been damaged. 4. All bolts and threaded rod in the above Bill shall be Imperial thread.

12 slotted hole () Rail slotted hole () x 80 slotted hole () Mk. "T1" Mk. "B1" Mk. "ST1" End plate see detail slotted hole () Rail slotted hole () slotted hole () G R=18 () Plate 8 thick Each side () G Mk. "T2" Mk. "B3" Mk. "ST2" TYPICAL CROSS SECTION Scale 1: slotted hole () End plate see detail Rail slotted hole () Rail x 170 slotted hole () Each side () x 80 slotted hole () Mk. "T3" Mk. "B4" Mk. "SB1" slotted hole () 300 slotted hole () 6 45 G slotted hole () HSS 203 x 102 x Tapped hole to receive 19! bolt Rail Rail R=18 () Plate 8 thick Mk. "B5" Mk. "SB2" TYPICAL CROSS SECTION G Plate, 12 thick 18 DETAILS OF SLEEVES Scale 1:5 TYPICAL CROSS SECTION END PLATE Typical for rail Mk. "T1", "T2" & "T3" For rail Mk. "T2" Scale 1:5 Scale 1:5 NOTES: DETAILS OF TOP RAILS It is imperative that all rail and sleeve holes in each pair holes be opposite to each other. HSS 102 x 102 x Tapped hole to receive 19! bolt 2. The length slotted holes shall not be less than shown. 3. The width and height the sleeves shall not exceed the dimensions shown. Rail slotted hole () All dimensions are in millimeters (mm). Plate, 12 thick 18 REVISIONS RAILING DETAILS TYPICAL CROSS SECTION Typical for rails Mk. "B1", "B4" & "B5" Scale 1:5 END PLATE For rail Mk. "B4" Scale 1:5 DETAILS OF BOTTOM RAILS DATE BY DESIGN SEAL DESCRIPTION RECORD SEAL RELEASED FOR CONSTRUCTION Infrastructure Water Management and Structures PLACE ENGINEERS ELECTRONIC SEAL HERE DESIGN CHECKED: EXECUTIVE DIRECTOR OF STRUCTURES SCALE: 1 : 7.5 SHEET No. DATE DETAILS CHECKED: or as shown SITE No.

13 BILL OF MISCELLANEOUS METAL MARK No. No. DESCRIPTION CORROSION PROTECTION for BRIDGE RAIL - 3 SPAN SIZE LENGTH REMARKS COMPONENT MASS Site No. GP1 38 Railpost Hot dip galvanized Post W150 x As detailed Plates PL8 x As detailed GP2 4 Railpost Hot dip galvanized Post W150 x As detailed Plates PL8 x As detailed T1 8 Top rail Hot dip galvanized Hollow structural section HSS203x102x As detailed T2 4 Top rail Hot dip galvanized Hollow structural section HSS203x102x As detailed Plate PL12 x As detailed T3 4 Top rail Hot dip galvanized Hollow structural section HSS203x102x As detailed B1 6 Bottom rail Hot dip galvanized Hollow structural section HSS102x102x As detailed B3 2 Bottom rail Hot dip galvanized Hollow structural section HSS102x102x As detailed B4 4 Bottom rail Hot dip galvanized Hollow structural section HSS102x102x As detailed Plate PL12 x As detailed B5 4 Bottom rail Hot dip galvanized Hollow structural section HSS102x102x As detailed ST1 4 Sleeve Hot dip galvanized Plates As detailed ST2 6 Sleeve Hot dip galvanized Plates 600 As detailed SB1 4 Sleeve Hot dip galvanized Plates As detailed SB2 6 Sleeve Hot dip galvanized Plates 600 As detailed CP1 2 Connection plate Hot dip galvanized As detailed CP2 2 Connection plate Hot dip galvanized As detailed CA1 2 Connection angle Hot dip galvanized L102x102x As detailed CA2 2 Connection angle Hot dip galvanized L102x102x As detailed A 84 Washer Hot dip galvanized PL8x60 60 As detailed BB1 42 Washer Hot dip galvanized PL16x As detailed C1 192 Bolts c/w hex. nuts Hot dip galvanized 19 dia. 150 Round head, square neck bolt c/w 1 hex. nut C2 24 Bolts c/w hex. nuts Hot dip galvanized 19 dia. 165 Hex. bolt c/w 1 hex. nut C3 8 Bolts c/w hex. nuts Hot dip galvanized 19 dia. 65 Hex. bolt c/w 1 hex. nut C4 8 Bolts c/w hex. nuts Hot dip galvanized 22 dia. 50 Hex. bolt c/w 1 hex. nut C5 8 Bolts - no nuts Hot dip galvanized 19 dia. 38 Hex. bolt - no nuts C6 42 Bolts c/w hex. nuts Hot dip galvanized 13 dia. 38 Hex. bolt c/w 1 hex. nut C7 12 Bolts c/w hex. nuts Hot dip galvanized 22 dia. 65 Hex. bolt c/w 1 hex. nut MASS PER UNIT TOTAL MASS 12 Edge screed angle Hot dip galvanized L38x38x As detailed Edge screed retainers Hot dip galvanized Plate PL5x As detailed Plate PL5x As detailed Standard flat w asher Hot dip galvanized for 22 dia. bolts 1 per bolt Mk. "C4" & "C7" Standard flat w asher Hot dip galvanized for 19 dia. bolts 1 per bolt Mk. "C1", "C2", "C3" & "C5" Standard flat w asher Hot dip galvanized for 13 dia. bolts 1 per bolt Mk. "C6" Standard lock w asher Hot dip galvanized for 19 dia. bolts 1 per bolt Mk. "C1", "C2", "C3" & "C5" Standard lock w asher Hot dip galvanized for 13 dia. bolts 1 per bolt Mk. "C6" Standard lock w asher Hot dip galvanized for 22 dia. bolts 1 per bolt Mk. "C4" & "C7" RS1 84 Shims Hot dip galvanized PL3x As detailed RS2 84 Shims Hot dip galvanized PL5x As detailed RS3 252 Shims Hot dip galvanized PL3x As detailed RS4 84 Shims Hot dip galvanized PL5x As detailed RS5 168 Shims Hot dip galvanized PL3x As detailed TOTAL MASS (kg) = NOTES: 1. HSS rail shall conform to CAN/CSA-G40.21-M92 Grade 350W. 2. All steel plates shall conform to the requirements CAN/CSA-G40.21-M92 Grade 300W. 3. W150 x 30 railpost shall confrom to CAN/CSA-G40.21-M92 Grade 350W. 4. Welding shall meet the current requirements the American Welding Society, Structural Welding Code ANSI/AASHTO/AWS D All bolts hall conform to the requirements ASTM A307 or approved equal, unless noted otherw ise. 6. All material noted in the above Bill shall be hot dip galvanized after fabrication in accordance w ith CSA G164 for a minimum net retention 610 g/m2 unless otherw ise stated in the specified material ASTM standards. The fabricator and galvanizer shall safeguard against embrittlement using recommended practices from applicable standards. 7. Seal all w elds prior to galvanizing. 8. Apply Galvaloy to all field w elds and areas w here galvanizing has been damaged. 9. All bolts and threaded rod in the above Bill shall be Imperial thread.

18 BILL OF MISCELLANEOUS METAL for 12 m LONG GIRDERS ROADWAY WIDTH - 3 SPAN Site No. MARK CORROSION No. DESCRIPTION No. PROTECTION SIZE LENGTH U1 42 Railpost anchor unit Hot dip galvanized Each unit is fabricated from: 1 - Angle L152x152x Heavy hex. nuts for 22 dia. bolt 2 - Studs 19 dia Bars for 19 dia. bolt Tubes REMARKS As detailed Grade DH or 2H Headed stud anchors, ASTM A108 Nelson deformed bar anchors, Type D2L Metal or plastic capped - As detailed U2 42 Railpost anchor unit Hot dip galvanized Each unit is fabricated from: 1 - Plate PL 13x Heavy hex. nuts for 19 dia. bolt 3 - Studs 10 dia Tubes As detailed Grade DH or 2H Headed stud anchors, ASTM A108 Metal or plastic capped - As detailed LC1 192 Lateral connection angle Hot dip galvanized Each unit is fabricated from: 1 - Angle L89x64x Studs 19 dia Studs 19 dia. 125 As detailed Headed stud anchors, ASTM A108 Headed stud anchors, ASTM A108 S7 54 Girder end angle Hot dip galvanized Each unit is fabricated from: 1 - Angle L76x76x Plates PL 3x Studs 10 dia Ferrule loop insert Stainless steel for 13 dia. bolt As detailed As detailed Headed stud anchors, ASTM A108 Richmond anchor, Type LF-W w ith mounting w asher TR2 18 Threaded rod Stainless steel 13 dia. 250 R27 84 A325 bolt c/w F436 hardened w asher Hot dip galvanized 22 dia. 229 R28 84 A325 bolt c/w F436 hardened w asher Hot dip galvanized 19 dia. 64 c/w hex. nut Heavy hex. no nut, ASTM F3125 Heavy hex. no nut, ASTM F3125 NOTES: 1. All material in the above Bill shall be supplied by the GIRDER CONTRACTOR. 2. All structural steel shall conform to CAN/CSA G40.21-M92 Grade 300W. 3. All material noted in the above Bill shall be hot dip galvanized after fabrication in accordance w ith CSA G164 for a minimum net retention 610 g/m2 unless otherw ise stated in the specified material ASTM standards. The fabricator and galvanizer shall safeguard against embrittlement using recommended practices from applicable standards. 4. Seal all w elds prior to galvanizing. 5. Grade DH or 2H galvanized nuts for A325 bolts shall be overtapped to a minimum amount required for the fastener assembly in accordance w ith ASTM F3125. The nuts shall be lubricated w ith a lubricant containing a visible dye. The lubricant shall be clean and dry to the touch. 6. All bolts and inserts in the above Bill shall be Imperial thread. 7. Stainless steel shall conform to the requirements ASTM A320, Class B8.