2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
709.00 4. Make a minimum of 4 trials to failure, and report the 4 trials. Ensure that each trial is greater than 400 pounds per square inch (2.8 MPa). Reject trial if fracture at the primer-blast interface occurs. Prequalification. Before approval, submit copies of the manufacturer’s certified test data showing that the coating system complies with the performance requirements of this specification to the Laboratory Ensure that the certified test data also states the following physical properties for each coating: Density, pounds per gallon (g/mL); Solids, percent by weight; Solids, percent by volume; Viscosity; Drying time; and VOC content, pounds per gallon (g/mL). Use an independent testing laboratory, approved by the Laboratory, to develop the test data. Include with the test data the brand name of the paint, name of manufacturer, number of lots tested, and date of manufacture. Once the Director approves the coating, the Department will not require further performance testing by the manufacturer unless the formulation or manufacturing process has been changed, in which case the Department will require new certified test results. Sampling. The Laboratory will establish acceptance variances. Furnish materials certified according to S 1084 and listed on the Department’s Qualified Products List (QPL). 709 REINFORCING STEEL 709.00 Epoxy Coated Reinforcing Steel. Provide epoxy coated reinforcing steel according to ASTM A 775/A 775M, with the following modifications: 5.1 Ensure that steel reinforcing bars to be coated conform to 709.01, 709.03, or 709.05, and are free of oil, grease, or paint. 5.2 Ensure that the coating material meets the requirements listed in Annex A1 and is a color that facilitates inspection of the installed bar. The color is subject to approval of the Director. 5.3 Sample required. 8.3.1 Evaluate the adhesion of the coating by bending production coated bars around a mandrel of specified size according to the bending tables in ASTM A 615 (ASTM A 615M) or ASTM A 996 (ASTM A 996M) as applicable. Perform the bend test for adhesion of the coating at a uniform rate, and ensure that it takes up to 90 seconds to complete. Place the two longitudinal deformations in a plane perpendicular to the mandrel radius, and ensure that the test specimens are at thermal equilibrium between 68 and 86 °F (20 and 30 °C). 12.1 Perform tests, inspection, and sampling at a site specified by the Director. Sampling for testing requires three 30-inch (1 m) samples for each bar size, for each coating lot, and for each heat of steel reinforcing bars. 14.1 Report of test results required. Where reinforcing bar cages for prestressed concrete beams are fabricated by tack welding, patch the areas damaged by the tack welding according to ASTM A 746
747 709.01 775, Section 11, permissible Amount of Damaged Coating and Repair of Damaged Coating. 709.01 Deformed and Plain Billet Steel Bars for Concrete Reinforcement. Provide deformed and plain billet steel bars for concrete reinforcement according to ASTM A 615 (ASTM A 615M), with the following modification: 13.1 Where positive identification of a heat can be made, perform one tension test and one bend test from each bar designation number of each heat in the Lot. Where identification of the heat is not practical, perform one tension test and one bend test for each bar designation number in each lot of 10 tons (10 metric tons) or fraction thereof. Furnish certified material according to Supplement 1068. 709.03 Rail Steel Deformed and Plain Bars for Concrete Reinforcement. Provide rail steel deformed and plain bars for concrete reinforcement according to ASTM A 996/A 996M. Furnish certified material according to Supplement 1068. 709.05 Axle Steel Deformed and Plain Bars for Concrete Reinforcement. Provide axle steel deformed and plain bars for concrete reinforcement according to ASTM A 996/A 996M. Furnish certified material according to Supplement 1068. 709.08 Cold-Drawn Steel Wire for Concrete Reinforcement. Provide cold drawn steel wire for concrete reinforcement according to ASTM A 82, with the following modification: 7.2 Completely cover galvanized wire with a coating of pure zinc of uniform thickness, so applied that it will adhere firmly to the surface of the wire. Ensure that the minimum weight of zinc coating is 0.8 ounces per square foot (244 g/m 2 ) of surface as determined by ASTM A 90. Furnish certified material according to Supplement 1068. 709.09 Fabricated Steel Bar or Rod Mats for Concrete Reinforcement. Provide fabricated steel bar or rod mats for concrete reinforcement according to ASTM A 184/A 184M, with the following modifications: 4 Use deformed bars. 4.1 Provide longitudinal bars conforming to Grade 60 of 709.01, 709.03, or 709.05. 4.2 Provide longitudinal bars according to 709.01, Grade 60. Provide transverse bars according to 709.01. Furnish certified material according to Supplement 1068. 709.10 Welded Steel Wire Fabric For Concrete Reinforcement. Provide welded steel wire fabric for concrete reinforcement according to ASTM A 185. Furnish certified material according to Supplement 1068.
- Page 701 and 702: 1. Ensure that the material meets t
- Page 703 and 704: 697 705.24 Furnish the test data, a
- Page 705 and 706: 3. 1 Pint non-absorbent container 4
- Page 707 and 708: 6.3 Provide aggregate conforming to
- Page 709 and 710: Illustrative Example of S-Stirrup S
- Page 711 and 712: 705 706.02 2. When it has been esta
- Page 713 and 714: 0.3 mm Crack D-Load 65.0 Ultimate S
- Page 715 and 716: 0.01-inch Crack D-Load 3000 Ultimat
- Page 717 and 718: 711 706.03 with elliptical reinforc
- Page 719 and 720: 706.05 class. Ensure that the marki
- Page 721 and 722: 706.05 1. All structural design acc
- Page 723 and 724: 717 706.05 handling strengths, then
- Page 725 and 726: 719 706.05 The manufacturer may be
- Page 727 and 728: 721 706.05 The spacing center-to-ce
- Page 729 and 730: 723 706.06 12.0 Make repairs accord
- Page 731 and 732: 725 706.12 Furnish materials accord
- Page 733 and 734: 727 707.01 8.1.2. Ensure that the m
- Page 735 and 736: 729 707.02 annular corrugation that
- Page 737 and 738: 731 707.10 707.10 Square and Rectan
- Page 739 and 740: 733 707.13 9.3 A bell and spigot jo
- Page 741 and 742: 197M. Pipe Pipe-Arch Diameter Wall
- Page 743 and 744: 737 707.25 7.5.1 Reroll the ends of
- Page 745 and 746: 739 707.41 7.4 When tested in accor
- Page 747 and 748: 9.1 Perform inspection at the proje
- Page 749 and 750: 743 708.02 g. Pot life. SSPC-Paint
- Page 751: 745 708.02 36M hot rolled steel. Bl
- Page 755 and 756: 749 710.01 in round column and dril
- Page 757 and 758: 751 710.03 TABLE 710.03-1 STEEL POS
- Page 759 and 760: 753 710.03 plunger bar of the latch
- Page 761 and 762: 710.12 Furnish steel line posts acc
- Page 763 and 764: 757 711.04 ASTM A 328/A 328M. Furni
- Page 765 and 766: 759 711.13 17 Ship test bars with t
- Page 767 and 768: 761 711.23 18.7.4.5, and 18.10.3. I
- Page 769 and 770: 763 711.27 Air-dry or kiln-dry timb
- Page 771 and 772: Total calcium and magnesium oxides
- Page 773 and 774: Type A: Underdrains and Slope Drain
- Page 775 and 776: 769 712.11 5. A netting weight of a
- Page 777 and 778: 771 712.11 2. Excelsior cut from wo
- Page 779 and 780: 773 721.02 Furnish materials accord
- Page 781 and 782: 775 725.07 725.07 Plastic Pull Boxe
- Page 783 and 784: TABLE 725. 11-3 ANSI WATTS Horizont
- Page 785 and 786: 779 725.11 Ensure that the luminair
- Page 787 and 788: 781 725.15 Ensure that the box and
- Page 789 and 790: 783 725.19 E. Photoelectric Cell. E
- Page 791 and 792: 785 725.21 Luminaires and Traffic S
- Page 793 and 794: 787 725.21 and bears easily found a
- Page 795 and 796: 789 725.21 designed to develop a co
- Page 797 and 798: 730.01 which has been drilled and t
- Page 799 and 800: 793 730.05 730.05 Handhole Covers.
- Page 801 and 802: 795 730.19 730.192 Reflective Sheet
709.00<br />
4. Make a minimum <strong>of</strong> 4 trials to failure, <strong>and</strong> report the 4 trials. Ensure<br />
that each trial is greater than 400 pounds per square inch (2.8 MPa). Reject trial if<br />
fracture at the primer-blast interface occurs.<br />
Prequalification. Before approval, submit copies <strong>of</strong> the manufacturer’s certified<br />
test data showing that the coating system complies with the performance<br />
requirements <strong>of</strong> this specification to the Laboratory Ensure that the certified test<br />
data also states the following physical properties for each coating: Density,<br />
pounds per gallon (g/mL); Solids, percent by weight; Solids, percent by volume;<br />
Viscosity; Drying time; <strong>and</strong> VOC content, pounds per gallon (g/mL).<br />
Use an independent testing laboratory, approved by the Laboratory, to develop<br />
the test data. Include with the test data the br<strong>and</strong> name <strong>of</strong> the paint, name <strong>of</strong><br />
manufacturer, number <strong>of</strong> lots tested, <strong>and</strong> date <strong>of</strong> manufacture.<br />
Once the Director approves the coating, the <strong>Department</strong> will not require further<br />
performance testing by the manufacturer unless the formulation or manufacturing<br />
process has been changed, in which case the <strong>Department</strong> will require new certified<br />
test results.<br />
Sampling. The Laboratory will establish acceptance variances.<br />
Furnish materials certified according to S 1084 <strong>and</strong> listed on the <strong>Department</strong>’s<br />
Qualified Products List (QPL).<br />
709 REINFORCING STEEL<br />
709.00 Epoxy Coated Reinforcing Steel. Provide epoxy coated reinforcing<br />
steel according to ASTM A 775/A 775M, with the following modifications:<br />
5.1 Ensure that steel reinforcing bars to be coated conform to 709.01,<br />
709.03, or 709.05, <strong>and</strong> are free <strong>of</strong> oil, grease, or paint.<br />
5.2 Ensure that the coating material meets the requirements listed in Annex<br />
A1 <strong>and</strong> is a color that facilitates inspection <strong>of</strong> the installed bar. The color is<br />
subject to approval <strong>of</strong> the Director.<br />
5.3 Sample required.<br />
8.3.1 Evaluate the adhesion <strong>of</strong> the coating by bending production coated<br />
bars around a m<strong>and</strong>rel <strong>of</strong> specified size according to the bending tables in ASTM<br />
A 615 (ASTM A 615M) or ASTM A 996 (ASTM A 996M) as applicable.<br />
Perform the bend test for adhesion <strong>of</strong> the coating at a uniform rate, <strong>and</strong> ensure that<br />
it takes up to 90 seconds to complete. Place the two longitudinal deformations in a<br />
plane perpendicular to the m<strong>and</strong>rel radius, <strong>and</strong> ensure that the test specimens are at<br />
thermal equilibrium between 68 <strong>and</strong> 86 °F (20 <strong>and</strong> 30 °C).<br />
12.1 Perform tests, inspection, <strong>and</strong> sampling at a site specified by the<br />
Director. Sampling for testing requires three 30-inch (1 m) samples for each bar<br />
size, for each coating lot, <strong>and</strong> for each heat <strong>of</strong> steel reinforcing bars.<br />
14.1 Report <strong>of</strong> test results required.<br />
Where reinforcing bar cages for prestressed concrete beams are fabricated by<br />
tack welding, patch the areas damaged by the tack welding according to ASTM A<br />
746