DISTRICT OF NORTH VANCOUVER - gov.bc.ca · box culvert structure ... lap length, etc.) and detailing abbreviations as per the reinforcing steel institute of canada (rsic) manual of

CUSTOMER REF.BRANCH P.O.

REV. PAGE No.

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DWG. CHKDRAWN BYDES. CHKDESIGNED

NUMBERDRAWING

DESCRIPTIONBYDATEREV NO.

Atlantic Industries LimitedCALL TOLL FREE IN NORTH AMERICA 1-877-AIL-PIPE

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www.ail.ca www.atlanticindustries.usTHIS DRAWING IS THE PROPERTY OF ATLANTIC INDUSTRIES LIMITED (AIL) AND MAY CONTAIN PROPRIETARY INFORMATION. WRITTEN APPROVAL MUST BE GIVEN BY AIL PRIOR TO ANY INFORMATION CONTAINED HEREIN BEING USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS ISSUED. THIS DRAWING SHALL BE RETURNED TO AIL UPON REQUEST. © ATLANTIC INDUSTRIES LIMITED (2005)

DISTRICT OF NORTH VANCOUVERKEITH CREEKSTRUCTURE GEOMETRY, NOTES, BASE ANGLE DETAIL 06-DBO-005-01

06-DB-010AR 11 JUL 06KBW 10 AUG 06LM 31 JUL 06KBW 10 AUG 06 1 OF 41

NEUTRAL AXIS

TYPE 4 CROWN RIBS@ 229mm c/c

TYPE 2 SIDE/HAUNCHRIBS @ 1372mm c/c

A.I.L. DS-14B DUR-A-SPANBOX CULVERT STRUCTUREEND AREA = 7.04m²

ROAD GRADE

SIDE ANGLE= 13.65°

1-

DETAIL

CONCRETEFOOTING

3795INSIDE BOTTOM SPAN

3859c/c ANCHOR BOLTS

19x50mm BOLTS & NUTSSPACED EVERY 457 c/c

DUR-A-SPAN 80°BASE ANGLE

INSIDE OFBOX CULVERT

DUR-A-SPAN BOXSIDE/HAUNCH PLATE

1-

DETAIL - BASE ANGLE DETAILSCALE 1:10

SCALE 1:30BOX CULVERT GEOMETRY

19x102x225mm GALV. ANCHORBOLT c/w DBL. NUTS SPACEDEVERY 457 c/c (TYP)

GENERAL NOTES1N = 244mmALL DIMENSIONS ARE TO THE INSIDE CREST OF ALUMINUM UNLESS NOTED OTHERWISE.REQUIRED TORQUE ON BOLTS: MINIMUM 155 N.m (115 ft.lbs)

AVERAGE 170 N.m (125 ft.lbs)MAXIMUM 185 N.m (135 ft.lbs)

1. DESIGN STANDARDS, SPECIFICATIONS, AND GUIDELINES1.1. AASHTO 16th EDITION (1996) SECTION 12.8, STRUCTURAL PLATE BOX CULVERTS1.2. CANADIAN STANDARDS ASSOCIATION (CSA).1.3. ASTM STANDARDS (B864/B864M, B746/B746M)

2. DESIGN PARAMETERS2.1. LIVE LOAD CL-625 TRUCK, TANDEM AXLE = 250 kN, CAN/CSA-S6-00.2.2. DESIGN UNIT WEIGHT OF SOIL = 22 kN/m³.2.3. DESIGN HEIGHT OF COVER = 450mm FROM NEUTRAL AXIS OF BARREL CROWN.

3. ALUMINUM CULVERT3.1. ALUMINUM PLATE TO CONFORM TO ASTM B209, FABRICATED FROM ALLOY 5052-H141.3.2. RIBS FABRICATED FROM 6061-T6 ALUMINUM ALLOY, CONFORMING TO ASTM B221.3.3. GALVANIZED STEEL BOLTS AND NUTS - 19mm ∅ , ASTM B746-B746M, TABLE 2 (HOT-DIP GALVANIZED IN

ACCORDANCE WITH ASTM A123/A123M).3.4. ANCHOR BOLTS - 19mm ∅ ASTM A307, GRADE C (HOT-DIP GALVANIZED - IN ACCORDANCE WITH ASTM

A123/A123M).4. EXCAVATING AND BACKFILLING

4.1. THE ENGINEERED BACKFILL ENVELOPE SHALL EXTEND A TOTAL WIDTH OF 5923mm AND A HEIGHT OF 450mmABOVE THE NEUTRAL AXIS OF THE CROWN OF THE STRUCTURE, AS SHOWN ON THE BACKFILL ENVELOPE DETAIL.

4.2. THE GRANULAR MATERIAL IN THE ENGINEERED BACKFILL ZONE SHALL MEET THE REQUIREMENTS SPECIFIED BYATLANTIC INDUSTRIES LIMITED AS SPECIFIED IN THE ENGINEERED BACKFILL MATERIAL NOTES.

4.3. PLACEMENT OF GRANULAR MATERIAL IN THE ENGINEERED BACKFILL ZONE AS SPECIFIED BY ATLANTIC INDUSTRIESIN THE BACKFILL PROCEDURE NOTES.

4.4. WHEN REQUIRED, AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER, A GEOTEXTILE OR GRADED SOILFILTER SHALL BE USED BETWEEN THE ENGINEERED BACKFILL AND THE SOIL BEYOND TO PREVENT MIGRATION OFFINES AND POSSIBLE INTERNAL EROSION OF THE SOIL.

4.5. FOOTING ELEVATION MUST PROVIDE ADEQUATE FROST AND SCOUR PROTECTION AS DETERMINED BY OWNER'SGEOTECHNICAL ENGINEER.

4.6. FOOTING DESIGN BASED ON SOIL WITH A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 150 kPa. BEARINGCAPACITY TO BE CONFIRMED BY THE OWNER'S GEOTECHNICAL ENGINEER IN THE FIELD.

4.7. ANY UNSUITABLE FOUNDATION MATERIAL BELOW THE FOOTINGS OR ENGINEERED BACKFILL OF THE DUR-A-SPANSTRUCTURE, AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER, SHALL BE EXCAVATED AND REPLACEDWITH SUITABLE MATERIAL AND COMPACTED AS DIRECTED BY SAME.

5. CONCRETE FOOTINGS5.1. CONCRETE MATERIALS AND METHODS OF CONSTRUCTION FOR CAST-IN-PLACE CONCRETE TO CONFORM TO CSA

STANDARDS A23.1-00 AND A23.2-00.5.2. ALL CONCRETE SHALL BE STANDARD WEIGHT WITH 5% MINIMUM AIR ENTRAINMENT.5.3. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE FOR FOOTINGS = 30 MPa.5.4. MAXIMUM AGGREGATE SIZE = 20mm.5.5. WATER CEMENT RATIO = 0.40 TO 0.505.6. ALL REINFORCING STEEL SHALL CONFORM TO CSA G30.18M, GRADE 400 (GRADE 400W IF CAGES TO BE TACK

WELDED).5.7. ALL REINFORCING STEEL TO HAVE 70mm MIN. CLEAR COVER UNLESS NOTED OTHERWISE.5.8. A307 ANCHOR BOLTS FOR CAST-IN-PLACE FOOTING PROVIDED BY ATLANTIC INDUSTRIES LIMITED.5.9. REINFORCING STEEL DETAILS (HOOKS, BENDS, LAP LENGTH, ETC.) AND DETAILING ABBREVIATIONS AS PER THE

REINFORCING STEEL INSTITUTE OF CANADA (RSIC) MANUAL OF STANDARD PRACTICE.6. HYDRAULICS/SCOUR 6.1. STRUCTURE MUST MEET HYDRAULIC REQUIREMENTS OF THE SITE AS DETERMINED BY THE

OWNER'S HYDROTECHNICAL ENGINEER. 6.2. PLACE RIP-RAP PROTECTION AS DESIGNED AND SUPPLIED BY THE OWNER'S

HYDROTECHNICAL ENGINEER. EXTENT AND SIZE SHALL BE DETERMINED BY THE OWNER'S HYDROTECHNICAL ENGINEER.

R755

7 INSIDE

R768 IN

SIDE

32

450

COVE

R22

29INSIDE

RISE

3795 INSIDE BOTTOM SPAN

12.90°

69.90°

1646

FLAT

LEG

3859 c/c ANCHOR BOLTS

TYPE 4 RIB SPLICE

0 10 AUG 06 LM ISSUED FOR REVIEW

13.65°

59

CONCRETEFOOTING)

SIDE ANGLE= 13.65°

32

1 17 AUG 06 LM ISSUED FOR CONSTRUCTION, SEALED

DETAIL - CAST-IN-PLACE FOOTINGSCALE 1:10

INSIDE OFSTRUCTURE

4-10M BARS

10M @ 175 c/c

100

CLR.

2-

2-

DETAIL

CONCRETEFOOTING

220 76 304

600

300

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DISTRICT OF NORTH VANCOUVERKEITH CREEKPLATE LAYOUT, DETAILS, BILL OF MATERIALS 06-DBO-005-02



14N

SIDE

/HAU

NCH/

CROW

N PL

ATE

28N

PERIPH

ERY

7N T

YPE

4 C

CROW

N RIB

@22

9 c/

c

T.C.L.

TYPE 'A' ANGLE

3-

DETAIL 5-

DETAIL 5VARIES68614N SIDE/HAUNCH/CROWN PLATE

QTY ITEM LENGTH MARKRADIUSTHICKNESS5.72

13722

5 TYPE 2 11N SIDE/HAUNCH RIB VARIES

19x50 BOLT & NUT 19 ∅ 50

5 TYPE 2 8N SIDE/HAUNCH RIB VARIES

5 TYPE 4 RIB SPLICE 762126 TYPE 4 7N CROWN RIB 7621

TYPE 'A' 80° BASE ANGLE4 3187TYPE 'B' 80° BASE ANGLE2 534

19x102 BOLT & NUT 19 ∅ 10220

BILL OF MATERIALS

985

38 7 PAIRS OF HOLES @ 457 c/c 406

267 7 ANCHOR BOLT HOLES @ 457.2 c/c 177

PLAN VIEW - STRUCTURE LAYOUTSCALE 1:50

3-

DETAIL - TYPE 'A' 80° BASE ANGLE

5-

DETAIL - ANGLE SPACINGSCALE 1:25

A GAP OF APPROX. 13 MAY OCCURTO MAINTAIN THE 457mm c/c SPACINGOF HOLES IN ADJACENT BASE ANGLES

457457 457

457 c/cTYP.

3187

TYPE 'A' ANGLE TYPE 'B'

TYPE 'B' TYPE 'A' ANGLE TYPE 'A' ANGLE

14N14N 14N 14N 14N

14N 14N 14N 14N 14N14N

6.5N

FLAT

4NCU

RVE

@ R

768

7NCU

RVE

@ 7

557

6.5N

FLAT

4NCU

RVE

@ R

768

8N T

YPE

2 A

SIDE

/HAU

NCH

RIB

@ 137

2 c/

c

11N

TYPE

2 B

SIDE

/HAU

NCH

RIB

@ 137

2 c/

c

4-

DETAIL

BASE ANGLE LAYOUT = 2 pcs @ TYPE 'A', 1 pc @ TYPE 'B'

14N

SIDE

/HAU

NCH/

CROW

N PL

ATE

5 RINGS @ 1371.6 = 6858

1 RING @ 685.8, 4 RINGS @ 1371.6, 1 RING @ 685.8 = 6858686 686

BASE ANGLE LAYOUT = 1 pc @ TYPE 'B', 2 pcs @ TYPE 'A'

38

2 PAIRS OFHOLES @ 457 c/c

267

4-

DETAIL - TYPE 'B' 80° BASE ANGLE

39

267

534

"A""A" "A" "A" "A"

"B" "B" "B" "B"

2 pcs REQUIREDSCALE 1:25


14N SIDE/HAUNCH/CROWN PLATE14N SIDE/HAUNCH/CROWN PLATE4

5.725.72 1372

VARIESVARIES

"A""B"ABC

19x100x225 ANCHOR BOLTc/w DOUBLE NUTS30 19 ∅

550

TYPE 4RIB SPLICE

202027611729


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DISTRICT OF NORTH VANCOUVERKEITH CREEKBACKFILL INFORMATION, RIB DETAILS 06-DBO-005-03



1.0 THE GRANULAR BACKFILL MATERIAL IN THE ENGINEERED BACKFILL ZONE SHALL BE PLACED UNIFORMLY ONBOTH SIDES OF THE STRUCTURE SIMULTANEOUSLY, IN LAYERS OF 200mm IN DEPTH (BEFORE COMPACTION)AND COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DRY DENSITY (ASTM D698). THE DIFFERENCE INLEVELS OF THE BACKFILL ON THE TWO SIDES AT ANY TRANSVERSE SECTION SHALL NOT EXCEED 400mm.

2.0 HEAVY VIBRATORY COMPACTION EQUIPMENT SHALL NOT BE ALLOWED WITHIN 1000mm OF THE STRUCTUREWALL OR CLOSE ENOUGH TO CAUSE DISTORTION. AREAS CLOSEST TO THE STRUCTURE SHALL BECOMPACTED USING VIBRATORY OR TAMPING EQUIPMENT RUNNING PARALLEL WITH THE LENGTH OF THESTRUCTURE AT ALL TIMES. SEE NOTE 5.0 BELOW FOR COMPACTING OVER THE TOP OF THE STRUCTURE.

3.0 AT NO TIME SHALL THE BACKFILL MATERIAL BE DUMPED NEXT TO THE STRUCTURE WALL SO AS TO CHANGETHE SHAPE OR ALIGNMENT. MATERIAL IS NOT TO BE DUMPED ON TOP OF THE STRUCTURE AT ANY TIME.TRUCKS CAN UNLOAD IN ROUGH LAYERS STARTING NO CLOSER THAN 1500mm FROM THE SIDE WALLS.HEAVY EQUIPMENT SHALL ALSO VEER AWAY FROM THE ENDS OF THE STRUCTURE BARREL.

4.0 THE STRUCTURE SHALL BE CHECKED PERIODICALLY DURING THE BACKFILLING PROCEDURE TO ENSURE THESHAPE IS CONSISTENT WITH THE MANUFACTURER'S TOLERANCES.

5.0 PLACE AND COMPACT THE BACKFILL OVER THE TOP OF THE STRUCTURE (ABOVE 3/4 OF THE RISE) USINGLIGHT EQUIPMENT PERPENDICULAR TO THE LONGITUDINAL AXIS OF THE STRUCTURE. THE MINIMUM REQUIREDCOVER OVER THE STRUCTURE WILL BE DETERMINED BY THE ENGINEER FOR EACH PIECE OF EQUIPMENT. NOEQUIPMENT SHALL BE ALLOWED OVER THE STRUCTURE THAT WOULD EXCEED THE DESIGN LIVE LOAD AT THEFINAL MINIMUM DESIGN HEIGHT OF COVER.

6.0 THE OWNER OR OWNER'S DELEGATE WILL BE RESPONSIBLE FOR CONDUCTING COMPACTION TESTING TOENSURE COMPLIANCE WITH THE DESIGN AND SPECIFICATIONS.

BACKFILL PROCEDURE

ENGINEERED BACKFILL MATERIAL1.0 GENERAL REQUIREMENTS

1.1 THE SOIL SHALL SATISFY STRENGTH AND COMPRESSIBILITY CRITERIA USED IN THE DESIGN OF THESOIL-METAL STRUCTURE AND SHALL NOT BE ADVERSELY AFFECTED AFTER PLACEMENT BY WETTING,DRYING, SATURATION, FREEZING, THAWING, VIBRATIONS OR BY FLOWING WATER.

2.0 SOIL GRADATION REQUIREMENTS2.1 MAXIMUM PARTICLE SIZE

THE LARGEST PARTICLE SIZE OF THE SOIL USED WITHIN THE ENGINEERED BACKFILL ZONE SHALL NOT BEGREATER THAN 76mm.

2.2 FINES CONTENTTHE FINES CONTENT SHALL NOT EXCEED 10% FOR THE SOIL PLACED WITHIN THE ENGINEERED BACKFILLZONE.

2.3 GRADATION CHARACTERISTICSTHE GRADATION OF THE SOIL WITHIN THE ENGINEERED BACKFILL ZONE SHALL SATISFY:

Cu > 10, OR Cmu > 7 AND 1 < Cc < 3WHERE Cu = D60/D10

Cmu = D70/D20Cc = (D30)2 /(D10 x D60)

2.4 PLASTICITYTHE PLASTICITY OF THE SOIL USED WITHIN THE ENGINEERED BACKFILL ZONE SHALL SATISFY LL < 20 ANDPI < 5%.

2.5 PARTICLE ANGULARITYPARTICLE ANGULARITY SHALL BE DETERMINED ON MATERIAL LARGER THAN 25mm BY VISUALEXAMINATION. THE SOIL FRACTION LARGER THAN 25mm IN SIZE THAT IS PLACED WITHIN THE ENGINEEREDBACKFILL ZONE SHALL CONTAIN A MINIMUM 35% BY WEIGHT OF ANGULAR OR SUB ANGULAR PARTICLES.

2.6 PARTICLE ELONGATION AND FLATNESSPARTICLE ELONGATION AND FLATNESS SHALL BE DETERMINED ON MATERIAL LARGER THAN 5mm BYVISUAL EXAMINATION. FLAT OR ELONGATED PARTICLES LARGER THAN 5mm IN LEAST DIMENSION SHALLNOT EXCEED 25% BY WEIGHT OF THE SOIL USED IN THE ENGINEERED BACKFILL ZONE.

2.7 PARTICLE DURABILITYNOT MORE THAN 10% OF THE 25mm OR LARGER FRACTION OF THE SOIL TO BE USED WITHIN THEENGINEERED BACKFILL ZONE SHALL HAVE A SLAKE DURABILITY INDEX, Id, LESS THAN 95% AFTER ONECYCLE OR 90% AFTER TWO CYCLES.

3.0 DELETERIOUS MATERIALS3.1 HUMIC ORGANIC MATTER IN EXCESS OF 0.5% (DRY WEIGHT BASIS) AND SHALES AND CLAYSTONES ARE

CONSIDERED DELETERIOUS MATERIALS AND SHALL NOT BE ALLOWED FOR USE IN THE ENGINEEREDBACKFILL ZONE.

3.2 FROZEN MATERIAL SHALL NOT BE ALLOWED FOR USE IN THE ENGINEERED BACKFILL ZONE.4.0 QUALITY ASSURANCE

4.1 QUALITY CONTROL STATISTICAL PROCEDURES AND OR GUIDELINES PROVIDED BY THE PROJECT OWNER ORAUTHORIZED REPRESENTATIVE SHALL BE ADOPTED IN RESPECT OF SOIL SAMPLING, LABORATORY AND INSITU TESTING, AND CRITERIA FOR ACCEPTANCE OF THE SOIL COMPONENT OF THE SOIL-METAL STRUCTURE.

BACKFILL ENVELOPESCALE 1:40

A.I.L. DS-14B DUR-A-SPANBOX CULVERT STRUCTURE

ROAD GRADEENGINEEREDBACKFILL ZONE

NEUTRAL AXIS

TYPE 2HAUNCH RIBS

TYPE 4 RIB SPLICE

32

450

COVE

R22

29INSIDE

RISE

64

1000 3795 INSIDE BOTTOM SPAN

64

1000

5923 ENGINEERED BACKFILL ENVELOPE WIDTH

SECTION - HAUNCH RIB

SECTION - CROWN RIB & RIB SPLICEA-

B-

DETAIL - RIB SPLICESCALE 1:8

A-

-BTYPE 4 RIB SPLICE

TYPE 2 HAUNCH RIB ATYPE 2 HAUNCH RIB B

38 247 318 102 140 102 38

985

22 x 38mmSLOTTED HOLES

13

TYPE 2 RIB A

TYPE 2 RIB B

BOLTS & NUTSSTRUCTURAL PLATE

TYPE 4 RIB SPLICE

5-

CONCRETEFOOTING


6-

DETAIL

http://www.ail.ca

3868

638


TYPE 4 RIB SPLICE ELEVATION VIEW

64 102

19

76

64

364076

DETAIL - HAUNCH RIB A @ SPLICE

22x38 SLOTTED HOLES (TYP.) 22x38 SLOTTED HOLES (TYP.)

DETAIL - HAUNCH RIB B @ SPLICE

764036

76

19

6464102318244

SHOP NOTES:CORNERS OF PLATES AT RECEIVING ANGLE ENDAND BOTTOM ENDS (FLAT LEG) OF SIDE/HAUNCH RIBS TO BE PAINTED BLUE.

NOTE:COMPONENTS ON THIS DRAWING ARE SHOWN IN MILLIMETRES.

RIBS & PLATES ARE SHOWN IN OUTSIDE PLANVIEW UNLESS NOTED OTHERWISE.

8-

7-

9139 63

SCALE 1:10 SCALE 1:10 ELEVATION VIEWELEVATION VIEW

38 102 140 102 318 247 38

985CURVE @ 7621R

22x38 SLOTTED HOLES (TYP.)

38 140

280

382

700

947


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DISTRICT OF NORTH VANCOUVERKEITH CREEKPLATE AND RIB PUNCHING AND FORMING DETAILS 06-DBO-005-04



3536

381372

38

CHANNELEND OFPLATE

14N SIDE/HAUNCH/CROWN PLATE "A"5.72mm THICK5 pcs REQUIREDSCALE 1:40

1646FLAT

976CURVE @ 768R

914CURVE @ 7557R

4438222244

3536

381372

38

CHANNELEND OFPLATE

14N SIDE/HAUNCH/CROWN PLATE "B"5.72mm THICK4 pcs REQUIREDSCALE 1:40

1646FLAT

976CURVE @ 768R

914CURVE @ 7557R

4438222244

14N SIDE/HAUNCH/CROWN PLATE5.72mm THICK2 pcs REQUIREDSCALE 1:40

CHANNELEND OFPLATE

1044CURVE @ 832R

488CURVE @ 7621R

2020

261261261123247118

1401


8N TYPE 2 SIDE/HAUNCH RIB A

-7DETAIL


130

1140

879

618

488

364

118

PLAN VIEW

131

1532

1654

1898

2020

122244122

488FLAT

131 261 261 261 131 123 247 247 22544

225 118

27611044

CURVE @ 832R1229

CURVE @ 7621R

11N TYPE 2 SIDE/HAUNCH RIB B5 pcs REQUIREDSCALE 1:20

DETAIL8-


PLAN VIEW

122 244 122

488FLAT

124 247 247 22544

225 247 247 123

1729CURVE @ 7621R


7N TYPE 4 CROWN RIB C

124

371

618

843

887

1112

1359

1606

PLAN VIEW


1729

35361646FLAT

976CURVE @ 768R

914CURVE @ 7557R

4438222244

122

366

488

618

879

1141

1401

1532

1655 1902

2149

2374

2419

2644

2761


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DISTRICT OF NORTH VANCOUVER - gov.bc.ca · box culvert structure ... lap length, etc.) and detailing abbreviations as per the reinforcing steel institute of canada (rsic) manual of

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