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[PDF] Road & Bridge Meadow Burke

Bolts nuts washers and spacers are necessary to properly install double BBS-Extenders WARNING: • Bridge Overhang Bracket with BBS-Extender(s) must be 

  • What is a bridge overhang bracket?

    Bridge overhang brackets are a component of concrete formwork used for the creation of bridge deck overhangs. Bridge overhang formwork systems are typically made up of a combination of plywood sheathing, timber joists, and steel or aluminum overhang brackets.
  • The diagonal leg of all versions of the C49 Bridge Overhang Bracket have a SWL of 3,750 lbs based on an approximate factor of safety of 2 to 1.

Road & Bridge

MEADOW BURKE TECHNICAL MANUAL

Leviat is the new name of

CRH"s construction accessories

companies worldwide.

We are one team.

We are Leviat.

Under the Leviat brand, we have united the

expertise, skills and resources of Meadow Burke and its sister companies to create a world leader in fixing, connecting and anchoring technology.

The products you know and trust, including

Meadow Burke, will remain an integral part of

Leviat"s comprehensive brand and product

portfolio. As Leviat, we can offer you an extended range of specialist products and services, greater technical expertise, a larger and more agile supply chain and better, faster innovation.

By bringing together CRH"s construction

accessories family as one global organisation, we are better equipped to meet the needs of our customers, and the demands of construction projects, of any scale, anywhere in the world. This is an exciting change. Join us on our journey.

Read more about Leviat at Leviat.com

Leviat.com

Our product brands include:

Imagine. Model. Make.

locationscountriesemployees

60253,000

continents 4 3

General Form Design Information

Safety & Warranty Information

.........................4

Lumber Properties

...........................................5Joist Spacing - Double .....................................6

Joist Spacing - Single

......................................7Plywood Pressure & Load Chart .......................8

Standard Bridge Forming

BBS-54 Standard Overhang Bracket

................9

BBS-54 Physical Test Data

.............................10

Screed Wheel Load Per Bracket

.....................11

BBS-54 Spacing Tables

.............................12-19

Steel Girder up to 2"-0" Overhang

..................12

Steel Girder 2"-0" to 3"-0" Overhang

..............13

Steel Girder 3"-0" to 4"-0" Overhang

..............14Deep Steel Girder up to 3"-0" Overhang .........15

Deep Steel Girder 3"-0" to 4"-0" Overhang

.....16

Concrete Beams up to 2"-0" Overhang

...........17

Concrete Beams 2"-0" to 3"-0" Overhang

.......18

Deep Concrete Beams 2"-0" to 3"-0"

Overhang

BBS-54 Accessories

.................................20-21BBS-2x4 Guard Rail Receptacle .....................20

BBS-2x6 Guard Rail Receptacle

.....................20

BBS Extender for Bridge Overhang Bracket

....20

BBS Wall Plate Assembly

...............................21

BBS-47 Burke-Style Bracket

..........................22Standard Bridge Hangers HF-15 Steel Hanger Frame.............................23 HF-17 Steel Hanger Frame.............................23 HF-22 Steel Hanger Frame.............................24 HF-23 Steel Hanger Frame.............................24

HF-24 Half Hanger

Heavy Bridge Forming

BBA-96 & BBA-96L Overhang Brackets

....33-34

Adaptability and Adjustability

.........................35

Engineering

...................................................36BBA Clip Assembly .........................................37

BBA Joist Beam

Aluminum Joist Assembly

..............................37Aluminum Bracket Gang Forming ..............38-39

Heavy Bridge Hangers

HF-61 Super Bar Hanger 45

.........................41

HF-62 Super Bar Hanger 90

.........................41

HF-65 Embed Bar Hanger

..............................42HF-67 Bulb Tee Bar Hanger ............................42

HF-73 Adjustable Tandem Bar Hanger

............43

HF-75 Half Haunch Bar Hanger 90°

................43HF-76 Haunch Bar Hanger 90 /90 ................44

HF-77 Haunch Bar Hanger/Lock Plate 45

/90 ...44

Miscellaneous Bridge Hardware

CN-29 Coil Wing Nut

......................................45

CW-4 Flat Washer

CN-5 Coil Nut-Standard

.................................46

CN-25 Coil Nut-Heavy

...................................46

CB-2 Coil Bolt

CB-4 Adjustable Coil Bolt

...............................47

CX-32 Screed Chair-Adjustable

.....................48

CH-37 Pipe Holder

CX-34 Screed Chair-Fill Type

.........................49

CX-38 Screed Chair-Drive Type

.....................49

CH-40 Screed Chair-Heavy Duty

...................49

CH-41 Pipe Holder-Heavy Duty

......................49CH-42 Pipe Holder-Heavy Duty w/Set Screws ...49

CS-11 Screed Hook

CS-12 Screed Hook

.......................................49METAL REINFORCING BAR SUPPORTS

SB Slab Bolster

SBR Slab Bolster-Upper.................................50

BB Beam Bolster

UBB Beam Bolster-Upper

..............................51

CHC Continuous High Chair

............................51

UCHC Continuous High Chair-Upper

..............51

CHCM Continuous High Chair-Metal Deck

.....51

HCMD High Chair-Metal Deck

.......................51

FC-12 Foundation Chair

.................................52

FC-16 Foundation Chair

.................................52

FC-20 Foundation Chair (12", 16", 20)

...........52

HC High Chair

BC Bar Chair

JC Joist Chair

................................................52UJC Joist Chair—Upper .................................53

CS Continuous Support (Zig-Zag)

...................53

Wire Girder—Double

.....................................53

SBB Slab Beam Bolster

..................................53

X Tuff Slab Bolster

MB Tuff Chair

MCB Mesh Chair with Base

............................54

PC-2 Snap-On Mesh Chair

.............................54

PC-3 Snap-On Mesh Chair with Base

.............54

PC-4 Snap-On Paving Chair with Base

...........54

PC-5 Snap-On Bar Chair

................................54Submittal Forms and Engineering Details

Welding Procedures

Bridge Hanger Repair Procedures

..................56Engineering Submittal Form ......................57-61

Typical Detail Drawings

.............................62-64Index .............................................................65

4 - 8

9 - 22

23 - 32

33 - 40

41 - 44

45 - 54

55 - 66

www.MeadowBurke.com

Design InformationTable of Contents

4

SAFETY & WARRANTY INFORMATION

Meadow Burke guarantees its products, as shipped from the factory and when the above factors are taken into account. These products are intended for use

by qualied and experienced workmen. Even slight misuse, misapplication or lack of supervision and inspection can contribute to serious accidents. Unusual

applications beyond the scope of Meadow Burke bulletins, brochures, catalogs or drawings should be carefully eld-tested before general product use.

CHANGES IN PRODUCT DESIGN

Meadow Burke reserves the right to change product designs, safe load ratings and product dimensions at any time without prior notice to users. Such changes

will be made only for product improvement or additional safety.

WORN WORKING PARTS

It is the user"s responsibility to continually inspect working hardware for wear, and to discard the parts when wear is noted. Do not straighten bent bolts, rather

discard and replace. Discard any bolts known to have been used at loads of 70% ultimate strength or more. Such bolts may have been stretched sufciently to

become brittle-hard.

DYNAMIC

All rated safe working loads and safety factors shown in this catalog are for “static" loading conditions. If shock, dynamic, or impact forces are anticipated,

additional safety factors must be applied.

SHOP OR JOB SITE ARC WELDING

DO NOT WELD TO ANY WIRE PRODUCTS, unless in the opinion of a qualied engineer, such welding is in a non-critical area. Welding to wire products causes

embrittlement at the load point and greatly reduces the load carrying capacity. Tack welding of wire products can have the same effect. Since Meadow Burke is

not able to control eld conditions or eld workmanship, Meadow Burke DOES NOT GUARANTEE any of its products which have been altered in any way (including

eld welding or bending) after leaving the factory.

SAFE WORKING LOAD DIRECTION

All SWL"s for the hangers shown in this catalog are axial loads for which the hangers are rated. The hanger SWL is in the direction of the hanger coil rod.

Depending on the angle of the rod in a particular bracket conguration, the vertical load which can be supported by the bracket (bracket SWL)

may be less than the hanger SWL.

Vertical Load < Axial Load

Direction of Vertical Load

Direction of Axial Load

AVAILABLE FINISHES AND COATINGS

PLAIN -

Unprotected steel sometimes referred to as black, basic or raw steel. It will corrode or rust when exposed to the elements.

HOT-DIPPED GALVANIZED -

Available upon request.

ELECTRO-PLATED -

Available upon request.

WARRANTY

Meadow Burke will refund the price of, or replace at its election, any product which it nds to be defective, provided the product has not been misused. Except

as stated above, Meadow Burke assumes no liability for delay caused by defects, for loss of use, for any charges or expenses of any nature incurred without its

written consent. The foregoing statement covers the full extent of responsibility of Meadow Burke even though they may have been negligent.

The user of Meadow Burke Products must evaluate the product application, determine the appropriate safe working load and control and eld conditions to

prevent application of loads in excess of the safe load. www.MeadowBurke.com

Design Information

5

LUMBER PROPERTIES

hh b bb xx xxxx

PROPERTIES OF STRUCTURAL LUMBER

Nominal

Size (in.)

bxhAmerican Standard

Size (in.)

bxh S4S*

19% Maximum MoistureArea of Section

A = bh, (sq in.)

Moment of Intertia (in.)

I = bh

3 12

Section Modulus (in.)

S = bh

2 6

Board Feet

(per lineal ft of piece)Approx.

Weight

(lbs per lineal ft)

RoughS4SRoughS4SRoughS4S

4 x 23-½ x 1-½5.895.251.300.981.601.311.5

6 x 25-½ x 1-½9.148.252.011.552.482.0612.3

8 x 27-¼ x 1-½11.9810.872.642.043.252.721-3.0

10 x 29-¼ x 1-½15.2313.873.352.604.133.471-3.9

12 x 211-¼ x 1-½18.4816.874.073.165.014.2124.7

2 x 41-½ x 3-½5.895.256.455.363.563.061.5

2 x 61-½ x 5-½9.148.2524.1020.808.577.5612.3

2 x 81-½ x 7-¼11.9810.8754.3247.6314.7313.141-3.0

2 x 101-½ x 9-¼15.2313.87111.5898.9323.8021.391-3.9

2 x 121-½ x 11-¼18.4816.87199.31177.9735.0431.6424.7

3 x 42-½ x 3-½9.528.7510.428.935.755.1012.4

3 x 62-½ x 5-½14.7713.7538.9334.6613.8412.601-½3.8

3 x 82-½ x 7-¼19.3618.1287.7479.3923.8021.9025.0

3 x 102-½ x 9-¼24.6123.12180.24164.8938.4535.652-½6.4

3 x 122-½ x 11-¼29.8628.12321.96296.6356.6152.7337.8

4 x 43-½ x 3-½13.1412.2514.3912.507.947.151-3.4

4 x 63-½ x 5-½20.3919.2553.7648.5319.1217.6525.3

4 x 83-½ x 7-¼26.7325.38121.17111.1532.8630.662-7.0

4 x 103-½ x 9-¼33.9832.38248.91230.8453.1049.913-9.0

* Rough dry sizes are " larger, both dimensions.

† Based on a unit weight value of 40 lb. per cu. ft. Actual weights vary depending on species and moisture content.

Data supplied by the National Forest Products Association 4 - 8 www.MeadowBurke.com

Design Information

6

Spacing

JOIST SPACING - DOUBLE

Safe Spacing (

) in Inches of Supports for Double Ledger Continuous Over

Three or More Spans

max = /360, but not to exceed ¼"

SIMPLE SPAN DOUBLE-PLY LEDGER

1007310813316018512395165

200589111213515610477139

30051801011221419467125

4004669891131318661117

5004362801031218057110

600395673941117354105

700

365267871026751101

800

3449638296634996

9003246597790594791

10003043567386564586

12002740516778514279

14002537476272473973

16002434445868443668

18002232425464423464

20002131405160403361

22002029384958383158

24001928364755363055

26001827354553352853

28001826334351332751

30001725324249322650

Spacing

Spacing

Spacing

1. All values based on 2005 NDS for lumber species with the above propertie squotesdbs_dbs5.pdfusesText_9
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