hanson railroad crossing

8/6/2019 Hanson Railroad Crossing

1/17

PremierModular

Railroad

Crossing

s

Prod

uct

Catalog

HEIDELBERGCEMENT Group


2/17

Topic Section.Page

Premier Railroad Crossing....................................................................................... 10.0

Cover Page .....................................................................................................................10.1

Index ............................................................................................................................... 10.2

General Notes ......................................................................................................10.3 - 10.4

Typical Section and Superelevated Section .................................................................... 10.5

Curved Alingments (Diverged Units) ............................................................................... 10.6

Curved Alingments (Tapered Units)) ............................................................................... 10.7

Boot and Optional Fillers.................................................................................................10.8

4' - 0" Concrete Unit (Isometric View) ............................................................................. 10.9

4' - 0" Concrete Unit (Plan View)...................................................................................10.10

8' - 0" Concrete Unit (Isometric View) ........................................................................... 10.11

8' - 0" Concrete Unit (Plan View)...................................................................................10.12

4' - 0" Premier Plus Unit (Isometric View) .....................................................................10.13

4' - 0" Premier Plus Unit (Plan View).............................................................................10.14

8' - 0" Premier Plus Unit (Isometric View) .....................................................................10.15

8' - 0" Premier Plus Unit (Plan View).............................................................................10.16

10.2Premier Modular Railroad Crossing

Page Index03-04-08

DATESECTION.PAGEPLANTTITLE



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Premier Modular Railroad Crossing

General Notes10.3

Premier Modular Railroad Crossings

Concrete

1. Aggregate conforms to ASTM C33.

2. Portland cement conforms to ASTM C150.

3. Fly ash conforms to ASTM C618.

4. Minimum compressive strength (at 28 days) = 7,000 p.s.i. unless greater strength is required by project specifications.

Reinforcing Steel

1. All bar reinforcing steel conforms to ASTM A706.2. Welded wire fabric conforms to ASTM A497, 65 KSI.

3. Concrete cover of reinforcing steel conforms to AREMA Standard.

Installation

1. Prior to dismantling the track assembly, stake out the alignment for the new crossing with offsets located

every four track feet.

2. Remove existing track assembly including all rail, hardware, ties, and ballast. Remove subgrade below

the ballast to the hardpan.

3. Inspect for proper drainage and deficient subgrade. Remove any deficient subgrade material. The

overall excavation should be at least 10 feet wide to accommodate the new construction.

4. Prepare the new subgrade with clean granular material or a controlled low strength material (CLSM or

flowable fill). The top 6 inches of the subgrade is formed and screeded level. Granular material is

placed in four inch lifts to finished top of subgrade. This material is compacted to 95% proctor density.

Screed top of subgrade to level. The subgrade is compacted again which will typically create a3/4 inch

gap to the top of subgrade. Compact3/8 inch minus crushed stone (screenings) to top of subgrade.

The subgrade is now complete for the granular subgrade option. If using CLSM, place the CLSM to the top

of the leveling form. Screed the CLSM and allow to cure. For this option, the subgrade is complete.

5. Establish the centerline of the existing track. Mark the centerline at the bottom of the premier module, For

a curved alignment, use offsets from centerline at four foot increments. Reference curve data chart for

proper module spacing.

6. When placing modules for tangent track use1/4 inch shims between modules. When placing modules on

a curved alignment, refer to the curved data chart. Gaps are required between modules to prevent spalling

Make note at this time if beveled ends are used in the crossing.

7. Remove both center panels together and stack outside the immediate working area. Clean threaded insert

of fallen debris and protect the inserts to prevent debris from filling the insert during installation. Pull rail int

position by pulling the rail from the middle of the existing track and through the middle of the modules. Thi

ensures that a mishandled rail does not chip the exposed portion of the module.

The following notes shall apply unless noted otherwise on the plans or specifications. In the case of

conflict with the plans or specifications, the more restrictive requirements shall apply.

Reference Specifications:

HIGHWAY LIVE LOADING, AASHTO LRFD Bridge Design Specifications, Section 36 Standard design capacity is HS20.

RAIL LIVE LOAD AND GENERAL DESIGN AREMA MANUAL FOR RAILWAY ENGINEERING.

Standard design capacity is Cooper E80.

(Notes continued on next page.)

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TITLE DATESECTION.PAGEPLANT

HEIDELBERGCEMENT Gro

Premier Notes


4/17


General Notes10.4

Installation (Continued)

8. After the rail is in position, lift it high enough to install the rubber boot. Unroll the boot and position the boot

under the rail. Unfold the boot. Apply the rail boot continuously from one end of the rail to the other.

Applying the boot from more than one location will create a bubble between the boot and the rail. Make

sure the high side edge of the rubber boot is toward the field side of the rail.

9. Apply lubrication (Module rail slick) to the rail seat of the module.

10. Place the rail snug into the rail seat. Place track jacks end-to-end and jack the rail into the rail seat. Use

two sets of track jacks at 4 to 8 foot intervals and leapfrogging the jacks as you install the center panels.

On extreme degree curves, leapfrog the track jacks in 4 foot intervals.

11. Install the center panels simultaneously and align the holes for the anchor bolts.

12. Install the anchor bolts by hand first, and then tighten them to 125 lbs. per foot maximum. DO NOT

OVER TIGHTEN.

13. At the ends of the crossing, cut the rail boot flush and install two rail anchors per rail at each end of themodule.

14. Inform the contractor placing the asphalt that roller equipment will damage the Premier Modules.

(Continued)


Premier Notes

03-04-08




5/17


Typical Section10.5

CLSM or Flowable Fill

Compacted or

Undisturbed Native Soi

CLSM or

Flowable Fill

Premier Unit

Roadway Subgrade

Roadway Surface


Granular Material

Compacted or

Undisturbed Native Soi

Leveling Gravel or

Stone Dust 3/8" or Less

Premier Unit

Exsisting Hard Pan

Roadway Subgrade

Roadway Surface



New Granular

Material Compacted

Exsisting Hard Pan

New Granular

Material Compacted

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6/17


Curved Alingments (Diverged)10.6

Notes:

(1.) Premier units may be laid referring to the "Curve Data

Chart" for Divergence (Gap).

(2.) Tapered sections may be used to reduce divergence.

(3.) Taper shortens one side of 4' - 0" section by 1 inch.

4' - 0" Symmetrical Units

Center Panel Anchor Bolt

Typical (2) Each Panel

Divergence (Gap)4' - 0" O.D.

4' - 0"

2 Ton Ring Clutch Lifting Anchor


Center Panel x 4' - 0"

Recessed Diamond PatternTypical (4) Places

Base Panel x 4' - 0"


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8' - 0" O.D.


7/17

Divergence (Gap)


Curved Alingments (Tapered)10.7

4' - 0" Tapered Units



2 Ton Ring Clutch Lifting Ancho



Recessed Diamond PatternTypical (4) Places



Notes:

(1.) Premier units may be laid referring to the "Curve Data

Chart" for Divergence (Gap).

(2.) Tapered sections may be used to reduce divergence.

(3.) Taper shortens one side of 4' - 0" section by 1 inch.

03-04-08



4' - 0" O.D.

3' - 11"

8' - 0" O.D.


8/17

03-04-0810.8Premier Modular Railroad CrossingCurve Data Chart



Premier Modular Railroad Crossing - Curve Data Chart

Curve Curve Radius Low Side Gap High Side Gap Low Side Gap High Side Gap

(degrees) (ft.) (in) (in) (in) (in)

1 5729.7 0.250 1/4 0.3275/16 - - - -

2 2864.9 0.250 1/4 0.3953/8 - - - -

3 1910.1 0.250 1/4 0.4627/16 - - - -

4 1432.7 0.250 1/4 0.530 1/2 - - - -

5 1146.3 0.250 1/4 0.5649/16 - - - -

6 955.4 0.250 1/4 0.5979/16 - - - -

6 881.9 0.250 1/4 0.6315/8 0.859

7/8 0.2501/4

7 819.0 0.250 1/4 0.66511/16 0.792

13/16 0.2501/4

7 764.5 0.250 1/4 0.69911/16 0.724

3/4 0.2501/4

8 716.8 0.250 1/4 0.7333/4 0.690

11/16 0.2501/4

8 674.7 0.250 1/4 0.7673/4 0.657

5/8 0.2501/4

9 637.3 0.250 1/4 0.80113/16 0.624

5/8 0.2501/4

9 603.8 0.250 1/4 0.83513/16 0.591

9/16 0.2501/4

10 537.7 0.250 1/4 0.8697/8 0.568

9/16 0.2501/4

10 546.4 0.2501

/4 0.9037

/8 0.5251

/2 0.2501

/411 521.7 0.250 1/4 0.937

15/16 0.4921/2 0.250

1/4

11 499.1 0.250 1/4 0.971 1 0.4597/16 0.250

1/412 478.3 0.250 1/4 1.005 1 0.426

7/16 0.2501/4

12 459.3 - - - - 0.393 3/8 0.2501/4

13 441.7 - - - - 0.360 3/8 0.2501/4

13 425.4 - - - - 0.327 3/8 0.2501/4

14 410.3 - - - - 0.294 5/16 0.2501/4

14 396.2 - - - - 0.261 5/16 0.2501/4

15 383.1 - - - - 0.250 1/4 0.2501/4

16 359.3 - - - - 0.250 1/4 0.3275/16

17 338.3 - - - - 0.250 1/4 0.3865/8

18 319.6 - - - - 0.250 1/4 0.453 7/1619 302.9 - - - - 0.250 1/4 0.519

1/2

20 287.9 - - - - 0.250 1/4 0.5869/16

21 274.4 - - - - 0.250 1/4 0.6535/8

22 262.0 - - - - 0.250 1/4 0.71911/16

23 250.8 - - - - 0.250 1/4 0.7863/4

24 240.5 - - - - 0.250 1/4 0.8527/8

25 231.0 - - - - 0.250 1/4 0.91915/16

26 222.3 - - - - 0.250 1/4 0.985 1

27 214.2 - - - - 0.250 1/4 1.051 11/16

28 206.7 - - - - 0.250 1/4 1.118 11/8

29 199.7 - - - - 0.2501

/4 1.184 13

/1630 193.2 - - - - 0.250 1/4 1.250 1

1/431 187.1 - - - - 0.250 1/4 1.317 1

5/16

32 181.4 - - - - 0.250 1/4 1.382 13/8

33 176.0 - - - - 0.250 1/4 1.448 11/2

34 171.0 - - - - 0.250 1/4 1.514 15/8

35 166.3 - - - - 0.250 1/4 1.580 13/4

Symmetrical Module 48" Tapered to 47" Module


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Boot & Optional Fillers

10.9


Rail with Boot & Walkway Filler

Rail Boot

Rail

Rail Boot

Rail

Rail Boot

Rail

Standard Flangeway Filler

(Optional for Transit Applications)

Walkway Flangeway Filler

(Optional for Transit Applications in Walkway

Area, Provides an ADA Approved Crossing)

Rail with Boot & Flangeway Filler

Rail with Standard Boot



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10/17



4' - 0" Premier Unit (Isometric View)10.10


Optional Beveled Edge Detail

4' - 0" O.D.

6"

Ref.


Typical (2) Places


Typical (1) Place


Recessed Diamond Pattern

Typical (4) Places


Rail and Rail Boot

Not Shown for Clarity2 Ton Ring Clutch Lifting Anchor

Typical (2) Places

3' - 6"


6" Ref.

Varies


Typical (2) Places


03-04-08

1 1/2" Lifting Hole

Typical (2) Places

8' - 0" O.D.

4' - 0" O.D.

4' - 0" O.D.

45


11/17



4' - 0" Premier Unit (Plan View)10.11


2 Ton Ring Clutch Lifting

Anchor Typical (1) Each

Center Panel x 4' - 0"Base Panel x 4' - 0"


Rail (Boot Not

Shown for Clarity)


Rail (Boot Not

Shown for Clarity)

Section A-A

Plan View


3/4" Anchor Bolt


3/4" Anchor Bolt


4' - 0" O.D.

4' - 0" O.D.

8' - 0" O.D.

AA

A

6"

1/2"

1' - 7 3/4" 1' - 7 3/

4"

B B

56 1/2" (4' - 8 1/

2") Track Gauge

03-04-08

Panel Geometry: A B Base Wt. Center Wt. (ea.)

(in.) (in.) (Lbs.) (Lbs.)

100 RB Pound Rail 5 3/4

2' - 4 5/8

3,450 525

100 RE/105 Dudly Rail 6 2' - 4 5/8

3,500 550

112/115 Pound Rail 6 13/16

2' - 4 3/4

3,600 600

132/136 Pound Rail 7 5/16

2' - 5 3,700 650


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03-04-08Premier Modular Railroad Crossing

8' - 0" Premier Unit (Isometric View)10.12


6"

Ref.


Typical (2) Places


Typical (2) Places


Recessed Diamond Thread

Pattern Typ. (4) Places


Rail and Rail Boot


Typical (4) Places


6" Ref.

Varies


Typical (4) Places



8' - 0" O.D.

7' - 6"

8' - 0" O.D.

8' - 0" O.D.

45

1 1/2" Lifting Hole

Typical (2) Places


13/17



8' - 0" Premier Unit (Plan View)10.13


2 Ton Ring Clutch Lifting

Anchor Typical (2) Each


Rail (Boot Not

Shown for Clarity)


Rail (Boot Not

Shown for Clarity)

Section A-A

Plan View

3/4" Anchor Bolt


8' - 0" O.D.

AA

1/2"

1' - 7 3/4" 1' - 7 3/

4"

B B

56 1/2" (4' - 8 1/

2") Track Gauge

3/4" Anchor Bolt



8' - 0" O.D.

A

6"

Panel Geometry: A B Base Wt. Center Wt. (ea.)

(in.) (in.) (Lbs.) (Lbs.)

100 RB Pound Rail 5 3/4

2' - 4 5/8

6,900 1,050

100 RE/105 Dudly Rail 6 2' - 4 5/8

7,000 1,100

112/115 Pound Rail 6 13/16

2' - 4 3/4

7,200 1,200

132/136 Pound Rail 7 5/16

2' - 5 7,400 1,300


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4' - 0" Premier Plus Unit (Isometric View)10.14


4' - 0" O.D.

6"

Ref.

Plastic Filler Panel

Typical (2) Places


Typical (4) Places


Rail and Rail Boot


Typical (2) Places

7' - 6"


6" Ref.


Typical (4) Places

4' - 0" O.D.

4' - 0" O.D.

8' - 0" O.D.

45

3/4" Anchor Bolt




1 1/2" Lifting Hole

Typical (2) Places


15/17



4' - 0" Premier Plus Unit (Plan View)10.15


Plan View

AA

Plastic Filler PanelTypical (2) Places

3/4" Anchor Bolt


Rail (Boot Not

Shown for Clarity)

Rail (Boot Not

Shown for Clarity)

Rail Clip Typical (2) Each Rail

Rail Clip Pocket


Section A-A


3/4" Anchor Bolt



4' - 0" O.D.

4' - 0" O.D.

8' - 0" O.D.

13"A

1' - 7 3/4" 1' - 7 3/

4"56 1/

2" (4' - 8 1/

2") Track Gauge

Center Panel Geometry: A Weight

112/115 Pound Rail 6 13/16

" 4,900 lbs.

132/136 Pound Rail 7 5/16

" 4,900 lbs.

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8' - 0" Premier Plus Unit (Iso. View)10.16


6"

Ref.


Typical (2) Places


Typical (3) Places


Rail and Rail Boot

Not Shown for Clarity2 Ton Ring Clutch Lifting

Anchor Typical (4) Places

7' - 6"


6" Ref.


Typical (4) Places

45

3/4" Anchor Bolt




8' - 0" O.D.

8' - 0" O.D. 8' - 0" O.D. 1 1/2" Lifting Hole

Typical (2) Places


17/17

10.17



Plan View

AA


Typical (2) Places

3/4" Anchor Bolt


Rail (Boot Not

Shown for Clarity)

Rail (Boot Not

Shown for Clarity)

Rail Clip Typical (4) Each Ra

Rail Clip Pocket

Typical 4) Each Panel

Section A-A


8' - 0" O.D.

8' - 0" O.D.

A13"

1' - 7 3/4" 1' - 7 3/

4"56 1/

2" (4' - 8 1/

2") Track Gauge

Center Panel Geometry: A B

112/115 Pound Rail 6 13/16

" 9,800 lbs.

132/136 Pound Rail 7 5/16

" 9,800 lbs.

3/4" Anchor Bolt



03-04-08

hanson railroad crossing

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