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

705.26
13. Also calculate and report the percent loss due to curing [G] as follows:
G = [(D - C) / (C - B)] x 100
14. Examine the sand / resin matrix for signs of insufficient curing and bond, or
excessive shrinkage.
Material Approval. The manufacturer will provide certified test data verifying
compliance with the above requirements; technical data sheet; current MSDS for
the material; 1 gallon sample; and a letter certifying that the product formulation
will not be altered without notification to the Department and OMM.
OMM will determine materials acceptance and include in the Department’s
qualified Products list (QPL).
Furnish materials according to the Department’s Qualified Products List
(QPL).
705.26 Epoxy injection Resin. Provide epoxy injection resin capable of
application, positive adherence and strength development when applied to moist
or wet surfaces at temperatures of 33 °F (1 °C) and above.
Use products that contain 100% solids material and no non-reactive diluents,
solvents or other fillers. Provide materials that meet the following requirements:
A. The injection material will meet the requirements of ASTM C 881 Type IV,
Grade 1 and Class B or C and have a maximum viscosity of 600 cps at the lowest
ambient material and substrate temperature to be used.
B. The paste materials will meet the requirements of ASTM C 881 Type I,
Grade 3 and Class B or C.
Material Approval. The manufacturer of the materials is responsible for
prequalifying the material and submitting the following to the OMM:
A. An Independent certified test data indicating that the materials, when mixed
according to the manufacturer’s recommendations, meet the requirements listed
above.
B. Manufacturer’s technical data sheet for the paste and injection materials.
C. MSDS for paste and injection materials.
D. 1 Gallon Sample or 2 kits of the injection materials
Furnish materials according to the Department’s Qualified Products List (QPL).
706 CONCRETE AND CLAY PIPE
706.01 Non-Reinforced Concrete Pipe. Provide non-reinforced concrete pipe
conforming to ASTM C 14 (ASTM C 14M), with the following modifications:
5.3 Does not apply.
6.2 Provide cementitious materials conforming to 701, except 701.07.
700