2010 Construction and Material Specifications - Ohio Department of ...

258.02
Properties Requirements
Flow, ASTM D5893 0.3 inches(7.6 mm) maximum
Extrusion Rate, C1183 method A 75-350 grams/minute
Tack free time @ 77° F ± 3°F (25°C ±2°C) –ASTM 20-90 minutes
C679
Specific Gravity - ASTM D 792, Method A 1.010-1.515
Durometer Hardness - Shore A, cured 7 days @ 10-25 at 0°F (-18°C)
77°F± 3° F (25°C ± 2°C) and 45-55% R.H.;
ASTM D 2240
Tensile Stress -@ 150% elongation, 7 day cure @ 45 psi (310 kPa) maximum
77°F ± 3°F (25°C ±2°C) and 45-55% R.H.;
ASTM D 412, Die C
Elongation - 7 day cure @ 77° F ± 3°F (25°C ± 800% minimum
2°C) and 45-55% R.H.; ASTM D 412, Die C.
Bond to Concrete Mortar Briquettes - Air cured 12 50 psi (345 kPa) minimum
days @ 77° F ± 3°F (25°C ± 2°C);**
Movement Capability and Adhesion *** Extend 100% and compress 50%; No
adhesive or cohesive failure after 10
cycles at 0°F (-18°C)
Shelf Life 9 months from date of shipment from
manufacturer
** Bond to Concrete Mortar Briquettes molded in accordance with AASHTO T 132 sawed in half and
bonded with a thin section of sealant and tested in accordance with AASHTO T 132. Briquettes will be
dried to constant weight in oven at 212° F ± 9°F (100°C ± 5°C).
*** Movement Capability and Adhesion: Prepare 1-inch x 2-inch x 3-inch(25 mm x 50 mm x 75 mm )
concrete blocks in accordance with ASTM C 719. A sawed face will be used for bond surface. Seal 2
inches (50 mm) of block leaving 1/2 inch (13 mm) on each end of specimen unsealed. The depth of
sealant will be 3/8 inch (10 mm) and the width 1/2 inch (13 mm). Subject sealant to movement in
accordance with ASTM C 719. The magnitude of the movement will be as specified, and the rate of
extension or compression will be 1/8 inch (3.2 mm) per hour.
Furnish materials conforming to:
Aggregate ......................................................... 703.02.A.3
Curing material......................................... 705.07, Type 2.
Dowel bars ............................................. 709.13 or 705.01
Dowel bar chairs ............. 709.14 or non-metallic material
Preformed filler ...................................................... 705.03
Patching material. Must meet the performance requirements of ASTM C928,
Table 1, R3 concrete material with the following exceptions and additions:
Final Set Time (ASTM C403) .... 25 minutes minimum
Length Change (ASTM C157)
@ 4 days ......................................... ± 0.13% maximum
Freeze Thaw Durability Factor (ASTM C666) Procedure A @ 300 cycles or
Procedure B @ 350 cycles,
Durability Factor: .................................. 90% minimum
Furnish patching material according to the Departments Qualified Products
List (QPL)
Mix prepackaged materials that contain all aggregates needed to produce the
desired concrete as specified by the manufacturer. For bagged cementitious
materials that need additional aggregates, grade the aggregate according to the
patching material manufacturer’s recommendation except ensure that 100% passes
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