B
HomeLibrariesCopilotSearchProjectsBookmarks
FeedbackHelp Desk
Libraries
Building Codes
Code LibraryIBC — BuildingIRC — ResidentialIFC — FireIPC — PlumbingIMC — MechanicalIFGC — Fuel GasIECC — EnergyNEC — ElectricalModel Codes
Specifications
CSI SpecificationsDOT SpecsTransit SpecsUSACE
Standards
TransportationRailroadFire SafetyAccessibilityStructural
Tools & References
DiagramsAssembliesProductsCalculatorsChecklistsPermits
PricingLog in
Incidental Construction (600-699)

664MODULAR ARCHITECTURAL BLOCK SYSTEM

PA · 2026 Standard SpecificationsBook pages 688691View official source ↗

• For tubular dowels , provide nonmetallic or epoxy coated metallic caps on the ends of the tube that do not exceed the outside diameter of the tube, and prevent intrusion of concrete or other materials.

• Submit structural adequacy testing according to PTM No. 642 showing a maximum Linear Variable Differential Transformers (LVDT) differential deflection for dynamic and static loading, for both the approach and leave sides of the joint of not more than 7.5 mils at 1 million cycles and not greater than a 2.5- mil increase in the LVDT differential deflection at 10 million cycles from the corresponding 1 million cycle LVDT deflection. The differential deflection is the absolute difference in deflection between the loaded and unloaded sides of the joint.

Table A – High Performance Dowel Bar Requirements Dowel Surface Material Configuration Solid Bar or Tube Material Cladding or Coating Material Material Minimum Wall Thickness (in.) Material Minimum Wall/Coating Thickness (in.) Stainless Steel Solid Bar Stainless Steel(1) ― ― ― Clad Bar Steel(2) ― Stainless Steel(1)(4) 0.04 Clad Tube Steel(2) 0.12 Stainless Steel(1)(4) 0.04 Solid Tube Stainless Steel(1) 0.12 ― ― Zinc Clad Clad Bar Steel(2) ― Rolled Zinc Alloy(5) 0.04 Clad Tube Steel(2) 0.12 Rolled Zinc Alloy(5) 0.04 Glass Fiber - Reinforced Polymer Coated

(GFRP)Coated Bar

or Tube Steel(2) ― GRFP(3) 0.125 Multi -Layer Epoxy Coated Coated Bar or Tube Steel(2) ― Minimum 2 Coats of Epoxy(6) 0.02 Notes:

(1)ASTM A955, Grade 60 or higher for solid steel dowels. For tubular dowels, ASTM A312 for solid tubular

dowels, and ASTM A249 for clad tubular dowels meeting one of the following UNS Designations: S31603, S31653, S31803.

(2)ASTM A615, Grade 40 or higher for solid steel dowels, or ASTM A513 with a minimum yield strength

of 60 kips per square inch or higher for tubular dowels.

(3)GFRP coating according to the requirements of Section 3 of AASHTO LRFD Bridge Design Guide Specification for GFRP Reinforced Concrete Bridge Decks and Traffic Railings. Provide clips that

firmly hold the GFRP dowel bars in the Load Transfer Unit. Provide clips to positively secure the GFRP dowels to the Load Transfer Unit. Do not weld GFRP dowel bars to Load Transfer Unit.

(4)Press fit the stainless steel tube using an epoxy adhesive between the tube and the carbon steel core.
(5)Rolled zinc alloy (U.N.S. Z41121) sleeve mechanically bonded to a steel bar or tube.
(6)Provide epoxy coated bars with a minimum of two layers of epoxy coating. Provide epoxy coating according

to ASTM A934 for the first epoxy coating layer and an abrasion resistant second epoxy layer passing NACE TM0215 using 110 pound weight, and the Smooth Cut Carbide Bit gouge tool with a maximum gouge depth of 17.3 mils. Provide a total non -abraded epoxy coating thickness of 20 mils to 60 mils. Zero holidays are allowed.

Source: Pennsylvania Department of Transportation Specifications, 2026 Edition. Pages 688691 of 1,522.