Section 2517. �Railroad Approach Sections

 

2517.01���� description.

Construct pavement sections at junctures of railroad according to the contract documents.

 

2517.02���� materials.

For construction of railroad approach sections, meet the requirements of Divisions 23 and 41 for the respective material.

 

A.��� PCC Paving Projects.

Use either Class C PCC or the same class PCC as specified for the pavement.

 

B.��� HMA Paving Projects.

Use an HMA mixture that is one mix level above the approaching surface course.  Use PG 64-22 asphalt binder.

 

2517.03���� construction.

 

A.��� PCC Paving Projects.

 

1.���� Form, place, finish, and cure the PCC according to Section 2301.

 

2.���� The Engineer may require the railroad approach section to be placed one lane at a time for the convenience of the traveling public. When the header slab is constructed in two sections, construct a centerline joint as shown in the contract documents. When the joint is not provided for, place 1/2 inch (No. 15) tie bars no more than 4 feet (1.2 m) apart and extend them no less than 18 inches (450 mm) into each section.

 

B.��� HMA Paving Projects.

Place the HMA according to Article 2303.03, C, 4, with maximum 2 inch (50 mm) lifts.  Compact according to Article 2303.03, C, 5, Class II.

 

2517.04���� method of measurement.

Measurement will be as follows:

 

A.��� Railroad Approach Section, PCC.

Square yards (square meters) shown in the contract documents.

 

B.��� Railroad Approach Section, HMA.

Square yards (square meters) shown in the contract documents.

 

2517.05���� basis of payment.

Payment will be the contract unit price as follows:

 

A.��� Railroad Approach Section, PCC.

 

1.���� Per square yard (square meter). 

 

2.���� Payment is full compensation for:

�         Excavation for modified subbase and subdrain,

�         Furnishing and installing subdrain,

�         Furnishing and installing subdrain outlet,

�         Furnishing and placing porous backfill material,

�         Furnishing and placing modified subbase backfill material, and

�         Furnishing and installing reinforcing steel, tie bars, and dowel assemblies.

 

B.��� Railroad Approach Section, HMA.

 

1.���� Per square yard (square meter). 

 

2.���� Payment is full compensation for:

�         Asphalt binder and tack coat,

�         Excavation, modified subbase, and subdrain,

�         Furnishing and installing subdrain,

�         Furnishing and installing subdrain outlet,

�         Furnishing and placing porous backfill material,

�         Furnishing and placing modified subbase backfill material,

�         Furnishing and installing fiber board barrier, and

�         Furnishing, placing, and compacting HMA.