733.10 Furnish two (2) sets of equipment lists, operation and maintenance manuals, and board -level schematic and wiring diagrams of the UPS, and the battery data sheets. Manual shall conform to TEES 1999, Chapter 1 Section 1.2.4.2.
C.Battery System. Supply a minimum of four (4) batteries with the UPS system. Each battery shall be 12VDC and be rated at a minimum of 105 Ahrs, 20 -hour discharge rate to 1.8 volts/cell at 77 degrees Fahrenheit (25 degrees Celsius), to achieve the 2.5 hour run time requirement. Furnish batteries easily replaced and commerci ally available off the shelf. Furnish deep cycle, sealed prismatic lead -calcium based AGM/VRLA (Absorbed Glass Mat/ Valve Regulated Lead Acid) batteries. Furnish batteries certified in writing by the manufacturer to operate over a temperature range of -13 °F to +165 °F ( – 25 C to +74 C). Place all batteries on battery heater mats in the enclosure. The battery heater mats are designed to extend the life of the batteries. An integral system shall prevent the battery from destructive discharge and overcharge . Batteries shall not be recharged when battery temperature exceeds 122 °F + 5 °F(50 °C ± 3 °C).
D.Enclosure . Furnish an enclosure mountable to a standard Model 332, NEMA TS-1 or TS -2 traffic signal cabinet and be constructed of natural unpainted aluminum. Furnish cabinet size adequate to house “all” the UPS equipment including the controller unit, manual bypa ss switch and the (4) batteries. Key the enclosure to the State master #2 lock and include 2 keys. Furnish a base seal for use between the enclosure to the concrete foundation or riser of continuous tape gasket material, minimum 1/8 -inch (3 mm) thickness . Completely seal the interface to the adjacent controller cabinet with silicone caulk. Furnish an enclosure with a vent, fan and thermostat as per TEES Chapter 7, Section 2 -Housings.
E.Warranty. Provide a two (2) year factory -repair warranty for parts and labor on the UPS from date of acceptance by the State. Warrant batteries for full replacement for two (2) years from date of purchase. Furnish materials according to the Department's TAP List .
733.10 Centrally Controlled Arterial Traffic Signal System . Furnish materials
according to the Department’s TAP List. 740 PAVEMENT MARKIN G MATERIAL
740.01 General. Permanent pavement marking materials that meet the
requirements of this specification and that have passed the service test required by Supplement 1047 are included on the Approved List maintained by the Office of Materials Management (OMM). OMM may retest pavement marking materials pre - qualified by a service test to determine formulation compliance to pre -qualified material and compliance with physical properties specified herein. Certified test 740.02 910 data and samples will be furnished by the manufacturer to OMM. Failure of testing or certified test data to show formulation conforming to pre -qualified material or compliance with specified physical properties may be cause for removal of the material from the Approved List. Ensure that the marking material is delivered in containers that are clearly marked to indicate the number of gallons (liters), weight or size of material, material density (weight per unit volume), material color, batch number or other similar manufacturer’s identification, date of produ ction, and the company name and address.
740.02 Traffic Paint . Furnish white and yellow ready -mixed traffic paint
suitable for marking various types of pavement. Furnish paint that is a suitable binder for glass beads, 740.09 Type A, on pavement exposed to traffic. Furnish paint that will not deteriorate in storage, within one year after date of receipt, to the extent that it cannot be r eadily broken up with a paddle to a smooth uniform paint capable of easy application by spray. Furnish paint that does not bleed or discolor when sprayed on asphalt concrete surfaces. Type 1 paint is the fast dry, water -based, 100 percent acrylic type. Type 1A paint is fast dry, water -based, 100 percent acrylic type, used for cold weather applications. Ensure that Type 1 and Type 1A conforms to the following requirements: Property Test Method Requirements (Applies to both White and Yellow, unless noted) Total Solids ASTM D2369 70% minimum by weight 58% minimum by volume Titanium Dioxide, rutile type II ASTM D1394 1 lb/gal (120 g/l) minimum, White 0.2 lb/gal (24 g/l) minimum, Yellow Pigment % by Weight ASTM D3723 +/- 2% of qualifying sample Weight per Gallon ASTM D1475 +/- 0.3 lb/gal (36 g/L) of qualifying sample Color SS 1047 Appendix A Viscosity (krebs units) ASTM D562 70 minimum and 95 maximum @ 77 °F (25 °C) Lab Drying Time ASTM D711 10 minutes max. @ 77 °F (25 °C), 50% RH 12 minutes max. @ 50 °F (10 °C), 50% RH 14 minutes max. @ 35 °F (1.7 °C), 50% RH Prequalify materials according to Supplement 1047. Use materials certified according to Supplement 1089. Furnish materials according to the Department’s Approved List.
740.03 Polyeste r Pavement Marking . Ensure that the polyester pavement
marking material supplied is a two part polyester system capable of being applied at 740.03 911 ambient temperature down to 50 °F (10 °C). Ensure that the material is capable of retaining reflective glass beads , 740.09 Type B, after application. Ensure that the catalytic component of the system is the commercially available type recommended by the manufacturer of the polyester. Ensure that the ratio of the catalyst to resin is specified by the manufacturer. Ensu re that the polyester conforms to the following requirements: 740.03 912 Minimum Maximum
1.Consistency, Krebs units ASTM D562, Procedure A 70 90
2.Field Dry Time (No Track), minutes -- 45 Furnish pavement marking material that will be in “no tracking condition” in 45 minutes. The “no tracking condition” will be determined by applying the markings and beads at the specification requirements to dry pavements at a low temperature of 50 °F (10 °C) and high temperature of 120 °F (49 °C). Run tests at the manufacturer’s highest and lowest recommended application humidity. The marking materials will be applied at the manufacturer’s recommended application temperature. The “no tracking” time will be determined by passing over the line with a passenger car a t a speed of 25 to 35 mph (44 to 55 kmph) in a simulated passing maneuver. A line showing no visual deposition of the material to the pavement surface when viewed at a distance of 50 ft (15 m) will be considered as showing “no tracking” and conforming to this requirement for time to “no track”.
3.Prime Pigment Content, percent by weight of paint White ASTM D1394 13.9 -- Yellow ASTM D126 or Department approved lab method 13.8 --
4.Pigment Content, percent by weight of paint ASTM D2698 White -- 40 Yellow -- 41
5.Nonvolatile Vehicle Solids Content, percent by weight of paint FED STD 141C, Method 4053.1 White 31 -- Yellow 29 --
6.Fineness of Dispersion, ASTM D1210 micrometers 50 --
7.Bleeding Ratio, Fed. Std. TT -P-115F, Section 4.3.2 White 0.93 -- Yellow 0.92 --
8.Color:
a.White, Daylight Directional Reflectance, ASTM E1347 85 --
b.Yellow
1.Refer to Highway Yellow Color Tolerance Chart PR Color No. 1, June, 1965 U.S. Dept. of Transportation, FHWA: Yellow, Color Difference 595-33538, ASTM D 2244 50 --
i.Measure E, L, a, b as Cielab, Source “C” L +0.75 +1.0 a +0.9 +1.7 b +4.4 +5.1
9.Dry Opacity, ASTM D 2805 at 0.005 wet Fed Std 141 No 4121 Process B, Method A, white and yellow 0.97 --
10.Condition in container, Fed Std 141 No 3011.2, hand stirring by spatula, minutes 5 740.04 913 Prequalify materials according to Supplement 1047. Use materials certified according to Supplement 1089. Furnish materials according to the Department’s Approved List.
740.04 Thermoplastic Pavement Marking. Furnish thermoplastic pavement
marking material formulated expressly for use as retroreflective pavement markings on asphalt concrete or Portland cement concrete pavement. Furnish material that includes a mix ture of Alkyd resins -19% minimum by weight at least one of which is solid at room temperature, and contains premixed glass beads 740.09 Type C, 30% minimum by weight, with a 1.50 minimum index of refraction. Ensure that the ingredients are well mixed so t hat all parts are evenly dispersed throughout. Ensure that there are no foreign objects, skins, dirt, or such ingredients that would cause staining, discoloration, or bleeding. Furnish suitable materials for application in molten form by extrusion method . Ensure that the material is capable of retaining reflective glass beads, 740.09 Type C, after application.
A.Specific Gravity. Ensure that the thermoplastic compound has a specific gravity of 1.6 to 2.3 at 77 °F (25 °C) ASTM D 792.
B.Flowability . Me et percent residue requirements according to
1.AASHTO M 249, Section 4.3.6 and
2.AASHTO M 249, Section 4.3.8
C.Drying Time. AASHTO M249, section 4.3.2.
D.Field Placement Stability. After proper application and drying time, ensure that the material i s not tacky and does not have an appreciable deformation or discoloration when subjected to typical vehicular traffic, and in air or road temperatures between -30 and 140 °F ( -34 and 60 °C). Ensure that when the material is properly applied that it forms markings of a constant cross -section with a uniform density and character. Ensure that the markings maintain their original shape and pavement position.
E.Ring and ball Softening Point. Furnish a material that has a softening point of not less than 190 °F (88 °C) when tested according to ASTM E 28.
F.Impact Resistance. AASHTO M 249, section 4.3.4
G.Pigment Content. Furnish yellow material containing a minimum of 5 percent by weight of primary yellow (lead chromate) pigment (or a lead free pigment) (measured according to ASTM D 126 or Department approved lab method). Furnish white material containing a minimum of 10 percent Titanium Dioxide -Rutile Type -2 by weight of white pigment. 740.05 914 H. Color. Minimum Maximum
a.White, Daylight Directional Reflectance, ASTM E 1347 75 --
b.Yellow
1.Refer to Highway Yellow Color Tolerance Chart PR Color No. 1, June, 1965 U.S. Dept. of Transportation, FHWA: Yellow, Color Difference 595-13538, ASTM D 2244 50 -- Measure E, L, a, b as Cielab, Source “C” L +0.75 +1.0 a +0.9 +1.7 b +4.4 +5.1
I.Yellowness Index , AASHTO M 249, section 4.3.7 Prequalify materials according to Supplement 1047. Use materials certified according to Supplement 1089. Furnish materials according to the Department’s Approved List.
740.05 Preformed Pavement Marking. Furnish the preformed material
suitable for retroreflective pavement markings on asphalt concrete or portland cement concrete pavement. Furnish material that is free of cracks and that has edges that are straight, true, and unbroken. Ensure that the material is flexible, formable, and suitable for application with an adhesive without heating. Furnish material containing glass beads uniformly distributed throughout with a 1.50 minimum index of refraction. Ensure that the material has a uniform surface layer of firmly bonded glass beads to provide the initial minimum specific luminance values specified for the various types of material. Furnish material that resists deterioration by contact with highway de icing chemicals or because of the oil content of asphalt concrete pavement, or from oil droppings and other effects of traffic.
A.Type A1 Material. Furnish Type A1 material conforming to ASTM D 4505, Level 1, Classes 2 or 3, and that have a thickness of not less than 0.090 inch (2.28 mm), including any pre -coated adhesive layer.
B.Type A2 Material. Furnish Type A2 material conforming to ASTM D 4505, Level 1, Classes 2 or 3, , and that have a thickness of not less than 0.060 inch (1.52 mm), including an y pre -coated adhesive layer.
C.Type A3 Material. Furnish Type A3 material conforming to ASTM D 4505, Level 1, Classes 2 or 3, skid resistance level A, and that have a minimum thickness at the thinnest portion of the cross -section of not less than 0.020 i nch (0.50 mm), including any pre -coated adhesive layer. Prequalify materials according to Supplement 1047. Furnish materials according to the Department’s Approved List. 740.06 915 740.06 Work Zone Pavement Marking. Furnish work zone pavement marking material conforming to ASTM D 4592, Type I (removable) or Type II (non - removable) with the following modifications:
A.Type I (removable): 0.030 -inch (0.76 mm) minimum thickness.
B.Type II (non -removable): 0.015 -inch (0.38 mm) minimum thickness. Furnish materials according to the Department’s Approved List.
740.07 Epoxy Pavement Marking Material . Ensure that the material
supplied is a 100 percent solids two -part epoxy system capable of being applied at ambient temp erature down to 50 °F (10 °C). Furnish a slow cure material capable of retaining reflective glass beads 740.09 type D, after application. Furnish epoxy conforming to the following requirements:
A.Formulation. Furnish epoxy formulated as a Long Life Pav ement Marking System, capable of providing a minimum of 4 years of performance, free of any peroxides and any Tri -methyolpropane Tri -acrylate) TMPTA and other multi - functional monomers. Ensure that the epoxy is designed to provide simple volumetric mixing ratio of its components (such as 2:1).
B.Epoxide Number. Ensure that the epoxide number of the epoxy resin is the manufacturer’s target value 0.05 as determined by ASTM D 1652 for both white and yellow Part A on a pigment free basis.
C.Amine Number. Ensure that the amine number of the curing agent (Part B) is the manufacturer’s target value 50 according to ASTM D 2074 on a pigment free basis.
D.Laboratory Drying Time. Ensure that the pavement marking material, when mixed in the proper ratio and app lied at the properly prescribed wet film thickness at 75 2 °F (24 0.5 °C) and with the proper saturation of glass beads, exhibit a no tracking time of no greater than 40 to 45 minutes when tested according to ASTM D 711.
E.Field Time to No -Track. Furnish pavement marking material that will be in “no tracking condition” between 15 to 45 minutes. The “no tracking condition” will be determined by applying the markings and beads at the specification requirements to dry pavements at a low temperature of 45 °F(7 °C) and high temperature of 120 °F (49 °C). Run tests at the manufacturer’s highest and lowest recommended application humidity. The marking materials will be applied at the manufacturer’s recommended application temperature. The “no tracking” t ime will be determined by passing over the line with a passenger car at a speed of 25 to 35 mph (44 to 55 kmph) in a simulated passing maneuver. A line showing no visual deposition of the material to the pavement surface when viewed at a distance of 50 f t (15 m) will be considered as showing “no tracking” and conforming to this requirement for time to “no track”. Protect the line from tracking during the setting period by coning off or as shown on the plans.
F.Field Curing. Furnish epoxy pavement mark ing material capable of fully curing at a constant surface temperature of 45 °F (7 °C) or above. 740.08 916 G. Hardness. Furnish epoxy pavement marking materials, when tested according to ASTM D 2240, that have a Shore D Hardness of between 70 and 90. Allow samples to cure at room temperature 75 2 °F (24 0.5 °C) for a minimum of 24 hours and a maximum of 72 hours before performing the indicated test.
H.Certified test data. Provide a material manufacturer’s certified test data showing the material complies with the provisions of this specification. The provisions of a certification of compliance do not waive a state inspection, sampling, or testing.
I.Infrared Spectra. Supply a copy of the infrared spectra of each component on each lot number
J.Material Per formance Qualifications. Ensure that the manufacturer has expertise and performance history including: completed and passed service tests according to Supplement 1047. ; verifiable installations; ample production capacity; proper facility; compliance wit h EPA regulations; verifiable quality control program; and has passed a minimum of 4 years of performance (durability and retroreflectivity) on concrete or asphalt surface in the State.
K.Condition in Container. Fed Std 141 No. 3011.2 Hand stirring by spa tula. 5 minutes maximum Prequalify materials according to Supplement 1047. Use materials certified according to Supplement 1089. Furnish materials according to the Department’s Approved List.
740.08 Heat -Fused Preformed Plastic Pavement Marking Material . Furnish
heat-fused preformed plastic pavement marking materials conforming to the following Type A, Pre -heated tape and Type B, Post -heated tape: Type A90 and B90 - 90 mil thickness (2.29 mm) Type A125 - 125 mil thickness (3.18 mm) Type B125 - 125 mil thickness (3.18 mm) Glass beads ................................ ............................. 740.09 Prequalify materials according to Supplement 1047. Furnish materials according to the Department’s Approved List.
740.09 Glass Beads . Furnish certified test data for the arsenic and lead content
of all glass bead samples sent to the Department for testing to ensure that all glass beads furnished to the Department contain no more than 200 parts per million of arsenic or lead as determined in accordance with Environmental Protection Agency testing m ethods 3052, 6010B, or 6010C, according to SEC 1504 STANDARDS. Section 109 of title 23, United States Code, (r) Pavement Markings.
A.Type A . Furnish Type A glass beads for traffic paint conforming to Supplement 1008 and to AASHTO M 247, Type 1 without f lotation properties but dual coated (for moisture resistance and adhesion), with the following exception: 4.6 Flotation Test. Ensure that the glass beads for traffic paint are packaged in bags designated “740.02”. Use materials certified according to S upplement 1089. 740.09 917 B. Type B . Furnish Type B glass beads for polyester marking material conforming to Supplement 1008 and AASHTO M 247, Type 1 with 50 5 percent flotation coating and ensure that a 50 5 percent moisture resistant coating is retained on ea ch sieve, with the following exception: 4.6 Flotation Test. Ensure that the minimum percent floating equals 90 of flotation coated beads or 40.5 percent of total mixture. Ensure that the glass beads for polyester marking material are packaged in bags d esignated “POLY”. Use materials certified according to Supplement 1089.
C.Type C . Furnish Type C glass beads for thermoplastic material conforming to Supplement 1008 and meeting the following specification. Sieve Size Percent Retained No. 16 (1.18 mm) 3 maximum Refractive Index 1.50 to 1.60 No. 20 (850 µm) 5 to 20 Roundness 80 minimum No. 40 (425 µm) 65 to 95 Coating Moisture resistant (for drop -on beads only) No. 50 (300 µm) 0 to 5 Ensure the glass bead packaging is clearly marked “THERMO” Use materials certified according to Supplement 1089.
D.Type D . Furnish Type D glass beads for Epoxy Pavement Marking conforming to Supplement 1008. Ensure that the glass bead packaging clearly indicates EPOXY - SIZE I or EPOXY SIZE II. Ensure that the glass beads have the following gradation when tested according to Supplement 1008 . SIZE I SIZE II Sieve Size Percent Retained Sieve Size Percent Retained No. 10 (2.00 mm) 0 No. 20 (850 µm) 0 to 5 No. 12 (1.70 mm) 0 to 5 No. 30 (600 µm) 5 to 20 No. 14 (1.40 mm) 5 to 20 No. 50 (300 µm) 30 to 75 No. 16 (1.18 mm) 40 to 80 No. 80 (180 µm) 9 to 32 No. 18 (1.00 mm) 10 to 40 No. 100 (150 µm) 0 to 5 No. 20 (850 µm) 0 to 5 Pan 0 to 2 Pan 0 to 2 Reflective Media : Ensure that the glass beads are smooth, clear, free from any air inclusions, and scratches that might affect their functions as a retro -reflective media, and that have the characteristics listed below. 740.10 918 Roundness (Percent by Weight): Ensure that not more than 20 percent of the glass beads are irregular or fused spheroids and that at least 80 percent of the beads are true beads. Index of Refraction : Ensure that the refractive index of the beads is a minimum of 1.50 as determined by the liquid immersion method at 77 °F (25 °C). Ensure that the silica content of glass beads is not less than 60 percent. Coating: Furnish Size I glass beads that are coated with a silane -type adherence coating to enhance its embedment in, and adherence to the applied binder film. Ensure that the co ated beads emit a yellow -green fluorescence when tested by the Dansyl Chloride test procedure. Furnish Size II glass beads that are treated with a moisture -proof coating. Ensure that both types of glass beads show no tendency to absorb moisture in storag e and remain free of clusters and lumps. Ensure that they flow freely from the dispensing equipment at any time when surface and atmosphere conditions are satisfactory for marking operations. Determine the moisture -resistance of the glass beads on the bas is of AASHTO T 346 section 9. Use materials certified according to Supplement 1089.
740.10 Spray Thermoplastic Pavement Marking.
Furnish spray thermoplastic pavement marking material specially formulated to be used as retroreflective pavement markings on asphalt concrete or Portland cement concrete pavement. Furnish material that includes a mixture of resins, at least one of which is solid at room temperature, and contains uncoated premixed glass beads,
740.09 Type C. Ensure that the ingredients are well m ixed so that all parts are evenly
dispersed throughout. Ensure that there are no foreign objects, skins, dirt, or such ingredients that would cause staining, discoloration, or bleeding. Furnish suitable materials for spray application in molten form. Ensur e that the material is capable of retaining drop on reflective glass beads, 740.09 Type C, after application.
A.Composition. White Yellow Binder 25% Min. 25% Min. TiO2 Pigment (Type II Rutile) 10% Min. Lead -Free Pigment (Yellow 83) N/A * or Leaded Pigment (Yellow 83) N/A ** Inter mixed Glass Beads 30% Min. (by weight) 30% Min. (by weight) Filler 35% Max. 42% Max. *amount of lead -free pigment is at the discretion of the manufacturer, as long as all other compositional requirements are met *"Furnish yellow material containing a minimum of 5 percent by weight of primary yellow (lead chromate) pigment (measured as per ASTM D 126 or Department approved lab method)"
B.Binder . Furnish alkyd -based binder consisting of a mixture of synthetic resi ns, at least one of which is solid at room temperature, and high boiling plasticizers. Ensure at least onethird of the binder composition is maleic modified glycerol ester of rosin and is no less than 8 percent by weight of the entire material formulation. 748.00 919 C. Pigment . Furnish titanium dioxide pigment that is a Rutile type with a minimum purity of 92%. Use lead -free or leaded Pigment Yellow 83 produced to meet the requirements of FED 595 Color No. 13538.
D.Filler . Ensure filler to be incorporated with the resins is a white calcium carbonate, silica, or any approved substitute. Ensure that any filler, which is insoluble in 6N hydrochloric acid, passes a 150 μm (No. 100) sieve.
E.Color . Furnish white spray thermoplastic that is pure white and free from any tint and has a minimum daylight reflectance (Y) of 75. When tested according to ASTM D4960 and E313 the yellowness index is not to exceed 0.15. Visually match yellow spray thermoplastic with FED 595 Color No. 13538. Ensure daytime reflectance (Y) is greater than 45. Ensure white and yellow colors fall within the chromaticity coordinates of the color box in Appendix A of Supplement Specification 1047.
G.Specific Gravity . Furnish spray thermoplastic material that has a specific gravity of 1.85 -2.15.
H.Softening Point . After heating the marking compound for 4 hours ± 5 min. at 375ºF ± 3ºF (190ºC ± 2ºC) and testing in accordance with ASTM E28, ensure material has a minimum softening point of 180ºF (82°C) as measured by the ring and ball method.
I.Bond Strength . After heating the marking compound for 4 hours ± 5 min. at 375ºF ± 3ºF (190ºC ± 2ºC) ensure tensile bond strength exceeds 180 psi (1.24 MPa) when tested in accordance with ASTM D4796.
J.Impact Resistance . After heating the marking compo und for 4 hours ± 5 min. at 375ºF ± 3ºF (190ºC ± 2ºC) ensure impact resistance is a minimum of 50 inch pounds (0.576 kilogram meters) when tested in accordance with ASTM D2794. Ensure no cracks or bond loss occurs when a 0.0625 inch (1.587 mm) thick film drawdown is made at 375ºF ± 3ºF (190ºC ± 2ºC) on an unprimed sandblasted Portland cement concrete block. Test sample with a male indentor 5/8 -inch (15.875 - mm) and no female Die, at room temperature.
K.Indentation Resistance . When tested according to ASTM D 2240 using a Shore Durometer, Type A2, with a 2.2 pound (1 kg) load, ensure hardness is between 5 and 30 after 15 seconds of contact with the sample. Ensure durometer and sample is at 113ºF ± 3ºF (45ºC ± 2ºC). Prequalify materials according to Suppleme nt 1047. Use materials that follow the requirements of Supplement 1089. 748 WATER MAIN AND SERVICE BRANCH MATER IAL
748.00 Acceptance . Follow the requirements listed in each 748 section.
748.01 Ductile Iron Pipe, Joints, and Fittings . Furnish ductile iron pipe
conforming to ANSI/AWWA C151/A21.51 and to ANSI/AWWA C150/A21.50 for 748.02 920 thickness design. Furnish pipe with a cement mortar lining conforming to ANSI/AWWA C104/A21.4. Furnish gaskets conforming to ANSI/AWWA for each length of p ipe and suitable for the type of joint of the pipe. Ship gaskets in a separate container. Furnish push -on joints, mechanical joints, and boltless restrained joints conforming to ANSI/AWWA C111/A21.11. For restrained joints, ensure that the restraint is a design approved by the owner of the utility and provides a positive lock designed to prevent joint separation. Steel locking segments molded into a gasket to grip the pipe do not meet the requirements for this joint. Ball and socket joints are suited for u nderwater installations. The Contractor may use ball and socket joints for other types of installations where an appreciable amount of joint deflection and a positive lock against joint separation are required. Manufacture fittings for ductile iron pipe a ccording to ANSI/AWWA C110/A21.10 or ANSI/AWWA C153/A21.53, and ANSI/AWWA C111/A21.11. For fittings 16 inches (406 mm) or larger, use ductile iron only. Ensure that fittings are cement mortar lined according to ANSI/AWWA C104/A21.4. Furnish materials acc ording to the Department’s QPL .
748.02 Polyvinyl Chloride (PVC) Pipe, Joints, and Fittings. Furnish PVC
pipe conforming to AWWA C 900, AWWA C 905, AWWA C909, or ASTM D 2241. Furnish push -on type pipe joints conforming to ASTM D 3139 with a thickened be ll and with a rubber gasket conforming to ASTM F 477. Use PVC, PE, or PB pipe and couplings, and solvent cements made from compounds that are tested and certified as suitable for potable water distribution products by the National Sanitation Foundation (NS F) Testing Laboratory or the Canadian Standards Association Testing Laboratory, or any other similarly accredited testing agency acceptable to the Laboratory. Do not use PVC, PE, or PB pipe and couplings, or solvent cements containing any ingredient in an amount that has been demonstrated to migrate into water in quantities considered to be toxic, as tested according to Sections 3 and 4 of NSF Standard Number 14. Furnish materials according to the Department’s QPL .
748.03 Polyethylene (PE) Service Branche s and Fittings. Furnish PE service
branches and fittings conforming to AWWA C901.Furnish material with plain ends conforming to the potable waterline requirements specified in 748.02. Furnish materials according to the Department’s QPL .
748.04 Glass -Fiber -Reinforced Polymer Mortar Pipe (RPMP), Joints, and
Fittings. Furnish RPMP conforming to ASTM D 3517 or AWWA C 950. Design of underground and above ground glass -fiber -reinforced polymer mortar pipe and fittings shall meet design requirements of AWWA M 45: Fiberglass Pipe Design Manual. Furnish double -bell push -on type fiberglass joints conforming to ASTM D 4161 and with a rubber gasket conforming to ASTM F 477. Furnish restrained joints and fittings conforming to ASTM D 3517 or AWWA C 950. Provide a minim um pipe stiffness of 18 psi. 748.05 921 Furnish certified test data as defined in 101.03 to the Engineer.
748.05 Copper Service Branches and Fittings. Furnish copper service
branches conforming to ASTM B 88 (ASTM B 88M), Type K. Assemble branches using flare -type compression fittings conforming to AWWA C800. Ensure a minimum working pressure for the branches of 150 pounds per square inch (1.0 MPa). Use either coil type (temper 060 annealed) or drawn type (temper H) material. Furnish high -quality copper brass fit tings with AWWA C800 dimensions. Furnish materials according to the Department’s QPL .
748.06 Steel Pipe Encasement. Furnish steel casing pipe conforming to ASTM
A 139/A 139M, Grade B or ASTM A 53, Grade B, that is galvanized on exterior and interior surf aces as specified in Section 711.02. Furnish the manufacturer’s certification. Steel casing pipe shall have a minimum wall thickness as shown below: Pipe Diameter Wall Thickness Wall Thickness (in) (mm) Designation (in) (mm) 4 to 10 100 to 260 Standard 0.237 to 0.365 6.02 to 9.27 12 to 22 300 to 560 Standard 0.375 9.53 24 and larger 600 and larger Extra -strong 0.500 12.7 For steel casing pipe specified to be bored or jacked, provide ungalvanized pipe with 0.500 -inch minimum wall thickness.
748.07 Polyethylene Encasement. Furnish 8 -mil (200 m) thick polyethylene
encasement material conforming to ANSI/AWWA C105/A21.5.
748.08 Gate Valve and Valve Box. Furnish ductile iron gate valves conforming
to AWWA C509 resilient seated. Gate valves shall open counter -clockwise. Use valves suitable for push -on and mechanical joints for ductile iron pipe and for push -on joints for PVC pipe. Furnish cast iron valve boxes consisting of adjustable two or three -piece with cover and with a base corresponding to the size of the valve. Use heavy -duty type valve boxes for locations within existing or proposed pavement, driveway, or other traveled areas. Ensure that valve boxes are coated with an asphaltic coating by the manufacturer. The cover shall have the word “WA TER” cast in it. Furnish materials according to the Department’s QPL .
748.09 Inserting Valve and Valve Box. Furnish inserting valves that operated
like ordinary gate valves, with the same gate and seating assembly as AWWA C509 gate valves. Furnish mat erial that consist of a two -piece sleeve for assembly around the main the valve, and a valve box conforming to 748.08. Furnish the equipment necessary to drill the main wall and insert the valve according to the manufacturer’s recommendations. Furnish mat erials according to the Department’s QPL .
748.10 Cutting -in Sleeve, Valve, and Valve Box. Furnish cutting -in valves
with the same gate and seating assembly as AWWA C509 gate valves. Furnish 748.11 922 material that consists of a cutting -in sleeve and valve suitabl e for assembling over the ends of a cutout length of existing pipe, according to the manufacturer’s recommendations, and a valve box conforming to 748.08. Furnish sleeves and valve joints of the mechanical joint type. Furnish materials according to the De partment’s QPL .
748.11 Tapping Sleeve, Valve, and Valve Box. Furnish tapping valves with
the same gate and seating assembly as AWWA C509 gate valves. Furnish material that consists of a two -piece sleeve for assembly around the main, the valve, and a valve box conforming to 748.08. Furnish cast iron, epoxy -coated steel, or stainless steel tapping sleeves. Furnish the equipment necessary to drill the main wall through the valve according to the manufacturer’s recommendations. Furnish materials according to the Department’s QPL
748.12 Tapping Saddle and Corporation Stop. Furnish iron, bronze, brass, or,
AWWA C223, stainless steel tapping saddles. Furnish band type or double -strap type tapping saddles, with International Pipe Standard (IPS) tapping or AW WA tapered thread inlet. For use with saddles, provide bronze alloy corporation stops with IPS inlet thread of AWWA tapered thread and with outlet thread compatible with connecting pipe, without special adapters. For direct tapping, provide bronze alloy c orporation stops with AWWA tapered inlet thread and with outlet thread compatible with connecting pipe, without special adapters. Furnish materials according to the Department’s QPL .
748.13 Service Stop and Service Box. Furnish bronze service stops with
coupling threads conforming to AWWA C800. Use service stops designed so that water pressure from the inlet side of the body provides additional sealing action. Furnish service stops that open counter -clockwise. Use Buf falo type service boxes. Furnish covers that have the word “WATER” cast in raised letters. Securely fasten covers with a bronze or brass bolt. Furnish materials according to the Department’s QPL .
748.14 Meter, Setting, Stop, and Chamber. Furnish meter setting yokes that
allow the meter to be readily installed without disturbing piping. Furnish angle pattern meter stops with lock wings for the street side of the meter piping. Furnish check valves for the customer side of the meter piping. Furnish cham bers composed of concrete, vitrified clay, PVC, or PE. Furnish double walled, tightly fitting lids.
748.15 Fire Hydrant. Furnish cast iron, dry -barrel post type fire hydrants
conforming to AWWA C502, with the following modifications: Furnish hydrants in corporating an approved groundline breakable flange and valve stem coupling. Furnish compression type hydrants with the valve opening against the pressure. Ensure that the valve end of the valve stem is designed to eliminate contact of dissimilar metals. Ensure that the valve stem is at least 1 -inch (25 mm) diameter or 1-inch (25 mm) square steel between the hydrant operating nut and the valve, except 748.15 923 for the valve stem coupling located at the point corresponding to the breakable flange. Furnish a main va lve port that is at least 4 1/4 -inch (108 mm) diameter. Furnish a rubber faced valve. Ensure that the hydrant is designed so the nozzles may be oriented to point in any direction. Ensure that the hydrant connection to the pipe has at least a 6 inches (15 0 mm) inside diameter. Furnish push -on or mechanical type joints conforming to ANSI/AWWA C111/A21.11. Ensure that the hydrant has one center -front pumper nozzle of 4 -inch (100 mm) internal diameter with male threads to match the fire apparatus of the main taining agency. Furnish two hose or streamer nozzles of 2 1/2 -inch (63 mm) internal diameter with male threads to match apparatus of the maintaining agency. Ensure that nozzle sections are designed to lock into the hydrant body using locking lugs or threads. Furnish nozzles with threaded cast iron caps having an integral nut of the same design as the hydrant operating nut. Contact the maintaining agency to determine the desired color and number of coats of enamel for the hydrants. Furnish materials accor ding to the Department’s QPL . Special Thanks to the 2018 Construction Administration Team: Gary Angles, Clint Bishop, Dave Flood, Merka Flynn, Dan Groh, Hans Gucker, Bob Jessberger, Julia Miller , Steve Slomski, as well as the multitude of support staff, and offices that helped create this document! 924 SUBJECT INDEX ABS sewer, drain waste and vent pipe, 497, 498, 499 Acceptance, 11, 16, 23, 28, 35, 66 Aggregate, 7, 114, 687, 725 Coarse, 690, 725 Fine, 690, 729 Mineral filler, 173, 691 Portland cement concrete, 167, 267 Screenings, 734 Slag, 302, 307, 689, 737 Aggregate Base Compaction, 164, 172, 469, 726 Finished Surface, 164, 166 Spreading, 101, 113, 207, 237 Aggregate for Asphalt concrete, 485 Air-entraining, 152, 300 , 424, 443 Admixtures, 300, 306 , 692, 748 Portland cement, 102, 691, 913, Aluminum, 437, 497, 608, 795, 858, Fence, 94, 482, 700, 811, Railing, 437 Anchor bolts, 563, 574, 580 Light poles, 563 Sign supports, 583 Structures, 94, 289, 317, 501, 746, Approval of structure Fabricator, 13, 310, 377, 701 Foundation, 452, 573, 614, 920 Shop drawings, 312, 391 Asphalt Antistrip additive, 239, 242, 243 Emulsified, 363, 690, 719, 722, 723 Waterproofing, 363, 495, 690, 822 Asphalt Binder Compatibility, 172 Asphalt Binder Price Adjustment, 172 Asphalt concrete, 485 Authority of, 27 Engineer, 13, 27 Inspector, 30, 312, 647 Award, 3, 11, 23, 470 Cancellation of, 23 Backfill, 95, 320, 691, 734 Structures, 289, 317, 442, 687, 746 Barrier, 482, 526, 706, 854 Base, 68, 132, 298, 476, 580, 687, Bearing bolts, 433 Bidder, 11, 17 Disqualification, 21 Prequalification, 17, 191, 611, 808 Bidding, 3, 18, 19, 35 Bituminous Weather Limitations, 172, 210, Bituminous lined corrugated steel pipe, 497, 498 Bituminous mate rial Asphalt for waterproofing, 363 Polymer modified, 715 Bituminous pipe joint filler, 500 Blast furnace slag cement, 102, 546, 645, 714 Blocks, 700, 747, 817, 827, 886 Bolts, 377, 576, 701, 820, 854 Bearing, 377, 393, 433, 687 Bonded Patching of Portland Cement Concrete Pavement, 154, 284 Brick, 463, 475, 499, 511, 692, 746 Concrete, 746 Bridge, 11, 1 6, 40, 95, 319, 342, 362 Bronze, 433, 701, 821 Cable, 563, 572, 592, 704, 837 Connections, 844 Lighting, 403, 539, 573, 846 Traffic signal, 862 Camber, 345, 382, 430, 431 Falsework, 333, 351, 394, 437 Castings, 580, 701, 818 Aluminum, 437, 550, 696, 875 Iron, 437, 624, 701, 820, 821, 919 Raised pavement marker, 65 Steel, 324, 480, 687, 688, 691, 838, Cellular retaining walls Concrete, 492 Cement, 119, 149, 267, 300, 689, 714 Masonry, 714 Chemical admixture for concrete, 689, Clay drain tile, 476 Cleaning, 355, 377, 395, 643 Structural steel, 433, 580 Cleanup Roadside, 5, 15, 657, 665 Coarse aggregate, 152, 300, 307, 485, 488, 500, 555 Coated dowel bars, 488 Commercial fertilizer, 663 925 Compaction, 101, 10 9, 164, 18 2, 209 Embankment, 100, 495, 659, 739 Pipe, 94, 332, 437, 616, 856, 919 Subgrade, 16, 113, 139, 207, 267 Compensation, 22, 44, 64, 71, 74, 79 Failure to meet, 54 Completion date, 680 Concrete, 67, 101, 142, 207, 458, 575 Admixtures, 300, 306, 692, 748 Asphalt, 67, 101, 161, 485, 715, Barrier, 482, 540, 706, 854, 855 Beams, 377, 384, 427, 707, 856 Brick, 463, 499, 511, 692, 746 Compressive strength, 297, 443 Construction joints, 354 Curb, 100, 485, 631, 637, 647 Curing, 123, 267, 340, 485 , 805 Entrained air, 520 Masonry, 475, 511, 689, 714, 747 Pavement, 94, 142, 522, 704, 911, Prestressed, 4, 422, 430, 688, 702 Slope protection, 472 Slump, 292, 342, 344 Steps, 12, 58, 94, 485, 499, 517, Walks, 94, 96, 485, 486 Concrete incidentals Chemical admixtures, 424 Nonshrink mortar, 468, 500 Preformed fillers, 434, 437 Quick setting concrete mortar, 152 Type 3 membrane primer, 363 Concrete, General Admixtures, 300, 306, 692, 748 Cylinders, 343, 427 Equipm ent, 44, 76, 146, 202, 515 Fly ash, 102, 300, 443, 520, 714 Proportioning, 210, 212, 519, 520 Slump, 292, 302, 303, 342, 344 Conduit, 495, 563, 575, 592, 704, 838, Conformity, 14, 28 Contract Award, 23, 470 Cancellation of, 23 Execution of, 23 Subletting of, 51 Termination of, 66, 71, 844 Contractor Control Charts, 239, 247 Definition, 13 Cooperation, 29, 30 Copper, 436, 617, 713, 821, 875, 921 Corrugated aluminum box culverts, 497 aluminum spiral rib, 497, 498 polyethylene drainage pipe, 499 polyethylene drainage tubing, 476 polyethylene smooth lined pipe, 497, 498, 499 steel box culverts, 496 steel underdrains, 476 Culvert, 13, 473, 519, 694, 769 Curb, 4, 688 Deep beam rail, 480 Delineators, 5, 550 Disputes and Claims, 12, 53 Dowel bars, 148, 157, 267, 5 55 Dowel holes, 341 Down guy, 597 Drains, 475, 478, 479, 657, 658, 830 Drilled shafts Friction type, 455 Drums, 524, 539 Ductile iron pipe, joints, and fittings, Duties, 30, 399 Earthwork, 101, 109, 540, 657, 658 Edge lines, 533 Embankment, 100, 495, 6 59, 739, 740 Compaction, 101, 108, 163, 249 Emulsions, 68, 690, 715, 718 Equipment, 13, 44, 61, 76, 146, 300, Excavation, 13, 33, 42, 60, 101, 314, Expansion shield anchors, 148, 483 Explosives, 40, 125, 126 Fabricator, 10, 310, 318, 377, 701 Fence, 94, 482, 700, 811, 815, 817 Barbed wire, 483 Fabric, 117, 374, 440, 699, 810, Woven steel wire, 483 Fertilizer, 656, 663, 671, 683, 689 Final, 90 Fine aggregate, 152, 300, 443, 500 Fire hydrant, 617 Flasher controller, 610 Forms, 267, 333, 425, 485, 504, 555 Foundation, 452, 573, 590, 607, 920 Friction type drilled shafts, 455 Galvanized steel, 329, 811 Galvanizing, 480, 700, 811 Gate valve and valve box, 617 Geotextile fabric, 439 Glass beads, 638, 643, 650, 916 926 Granulated slag, 167, 209 Gravel, 187, 208, 230 , 744 Grid, 576 Ground rod, 563, 592, 597 Grounding, 562, 569, 571, 576, 887 Grout, 152, 153, 355, 434, 511, 730 Guardrail, 94, 404, 479, 541, 700, 816, Deep beam rail, 480 post, 480 Pressure treated, 480 Highway lighting Cable splicing kit, 563 Duct -cable, 575 Ground grid, 574 Ground rod, 563, 592, 597 Junction box, 563, 574 Lamp, 576, 595, 860 Light pole, 563, 574 Light towers, 563 Lum inaire, 562, 573, 590, 607, 705 Unit type duct -cable systems, 563 Identification, 134, 224, 473, 565, 872 Incid entals, 4, 5, 6, 562, 563 Inlets, 518, 519 Inspection, 31, 36, 40, 389, 617, 828 Inspector, 30, 47, 67, 89, 312, 398 Joint, 182, 260, 367, 433, 500, 747 Sealer, 267, 433, 461, 463 Junction boxes, 563, 574 Lamp, 576, 595, 860 Lamps Signal, 596, 613, 709, 862 Lane lines, 536 Layout, 531, 550, 577, 627, 676, 677 Light pole, 563, 574 Light tower, 563 Lighting, 403, 539, 562, 573, 846 Load switch, 880 Loop detector unit NEMA TS -1, 861, 870, 903, 907, NEMA TS -2, 870, 877, 886 Lot acceptance, 200 Lumber, 700, 702, 824, 827, 828 Luminaire, 562, 588, 607, 705, 848, Maintaining traffic Flaggers, 522, 528 Masonry, 475, 511, 689, 714, 747 Messenger wire, 580, 597 Mineral filler, 173, 691 Mobilization, 325, 559, 561, 562 Monuments, 557, 558, 560 Mortar, 157, 254, 33 9, 519, 730, 920 Quick setting, 152 Mulching, 483, 660, 669 NEMA TS -2, 870, 875 Nondestructive testing, 391 Non-reinforced concrete pipe, 496 Ohio Manual of Uniform Traffic Control Devices, 9, 223, 233 Paint, 92, 153, 411, 437, 602, 756, 910 Aluminum, 437, 496, 550, 696, Pavement, 94, 142, 203, 522, 836 Preformed fillers, 434, 437 Pavement Markings, 522, 627, 916 Glass Beads, 530, 633, 712, 916, Lane lines, 536 Polyester, 5, 635, 712, 911 Thermoplastic, 638, 650, 712, 913 Pavement repair, 142 Pavement, flexible, 485 Pedestrian pushbutton, 880 Pile, 325, 328, 452, 618, 687 Pipe, 94, 332, 437, 475, 707, 758, 856 (see also water mains), 616, 620 Aluminum alloy, 497, 498 Arches, 695, 791 Bituminous coated, 496 Bituminous lined, 497, 498 Corrugated aluminum b ox, 497 Precoated, galvanized steel, 496 Underdrains, 475, 695, 788, 830 Vitrified clay, 496 Plans, 11, 28, 312, 470, 512, 869, 908 Plant materials, 676 Poles, 580, 607, 706, 848, 872 Power service, 563, 592, 604 Tower, 576, 853 Polyethylene encasement, 6 17 Portland cement, 165, 265, 691, 714 Posts, 479, 550, 700, 812, 827, 856 Fence, 94, 482, 700, 811, 815, 817 Guardrail, 94, 139, 480, 541, 855 U-Channel, 707, 856 Wood, 563, 660, 706, 828, 847, 872 Power service, 563, 574, 592, 604 Precast concrete, 555 Precast reinforced concrete box sections, 496, 497, 498 Preformed Bearing Pads, 436, 822 Preformed expansion joint filler, 499 Preservative, 703, 827 Prestressing steel, 424 927 Primer, 204, 374, 396, 409, 690, 804 Progress, 3, 53, 59, 60, 66 Proportioning, 21 0, 519, 520 Proposal, 11, 17, 29, 35, 43, 51, 172, Consideration of, 22 Withdrawal of, 20 Pull box, 563, 574, 596, 597 Quick setting concrete mortar, 152 Radio Interference Filter, 884 Railings, 4, 437, 701, 821 Raised pavement markers, 65 Reinforced conc rete pipe, 496, 498 Reinforced concrete pipe, epoxy coated, 496 Reinforcing steel, 336, 437, 500, 580 Epoxy coated, 336, 453, 461, 499 Prestressing steel, 424 Riprap, 463, 464, 657, 658, 659 Road Haul, 32 Roadside, 5, 15, 657, 665 Roadway, 1 1, 32 , 101, 342, 473, 562 Sanitary Provisions, 40 Scalping, 92, 93 School speed limit sign assembly, 592 Screenings, 732, 734 Sealer, 304, 363, 436, 692, 747 Preformed elastomeric compression, 433 Seeding, 482, 660, 668, Fertilizer, 656, 671, 683, 689 Watering, 660, 6 70, 673, 679, 680 Service stop and service box, 617 Shale, 102, 113, 323, 692, 730, 741 Sheet copper, 433 Sheet lead, 433 Sheeting, 433, 625, 708, 749, 859, 860 Shoulders, 5, 104 Sign, 23, 56, 401, 538, 579, 709, 828, Sign flasher assembly, 592 Sign serv ice, 592 Sign supports, 583 Slip form, 349 Slump, 292, 302, 342, 344 Sod, 5, 673, 674, 675, 682, 683, 689 Soft subgrade, 541 Soil, 102, 617, 656, 671, 725, 830 Soundness of aggregate, 726 Specifications, 7, 11, 15, 22, 36 Stainless, 437, 550, 597, 707, 857, 858 Steps, 58, 94, 485, 517, 702, 703, 825 Structural, 310 steel, 433, 437, 580 Tube and pipe, 580 Subgrade, 113, 124, 139, 207, 830 Suitable material, 102 Superpave asphalt concrete, 249 Supports, 336, 562, 601, 700, 811, 848, 871 Switches, 882, 885 Tack coat Cover Aggregate, 204, 205 Tanks Removed, 94 Tapping saddle, 617 Thermoplastic pavement marking, 638 Tie bar, 337, 488 Timber, 328, 437, 702, 824 Time extension, 26 Timer with enclosure, 592 Topsoil, 654, 660, 688 Traffic, 20 5, 520, 577, 630 Arm c aps, 580 Load switch, 880 Messenger wire, 580, 597 NEMA TS -1, 870, 878, 903 NEMA TS -2, 870, 875, 877, 878, 880, 886, 888, 889 Pavement marking, 630 Pedestrian pushbutton, 880 Power service, 563, 574, 592, 597, Reflective sheeting, 550, 580, 874 Rigid overhead supports, 585 Silk screen inks, 580 Square posts, 580 Stainless steel hardware, 550, 580, Transformer base, 574 U-channel posts, 580, 856 Tree, 94, 659, 679 Unacceptable materials, 37 Underdrain, 475, 477, 478, 479, 697, 703, 801, 831 Use of expl osives, 126 Utilities, 10, 29, 873 Vibratory roller, 256 Vines, 5, 678, 679, 680, 689 Vitrified clay pipe, 496, 497, 498, 499, Walks, 4, 94, 96, 485, 486 Washers, 377, 385, 436, 701, 820, 859 Water main Fire hydrant, 617 928 Watering, 660, 679 Waterproofin g, 363, 495, 690, 715, Weep holes, 473 Welding, 337, 377, 580, 693, 819, Structural steel, 433, 437, 580 Wire, 447, 482, 585, 809, 873, 874, Wood pole, 597
Source: Ohio Construction and Material Specifications, 2019 Edition. Pages 0–0 of 928.