2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
725.21 except at the weld bead. Ensure that the cross section of the pole is circular, or multi-sided with no less than eight sides and that the difference between the major and minor diameters of poles of circular cross section or the difference between the maximum and minimum distances across corners for poles of multi-sided cross section, measured at any point along the longitudinal axis, does not exceed 3/16 inch (5 mm). Ensure that steel poles are tapered tubes with a true continuous taper not less than 0.06 inches per foot(1.5 mm per 300 mm)nor more than 0.16 inches per foot(4.0 mm per 300 mm). Ensure that aluminum poles, either spun or cold rolled, are a true continuous taper except for the top and bottom sections which may be straight, that no more than 40 percent of the total shaft length is straight, and that the average rate of shaft taper including straight portions of the shaft is not less than 0.06 inches per foot(1.5 mm per 300 mm)nor more than 0.16 inches per foot(4.0 mm per 300 mm). Ensure that the full design strength of the pole shaft section in bending can be transmitted through the base plate into the transformer base or the anchor bolts without permanent bending of the base plate or failure of the pole shaft to base plate connection. Ensure that there is a J hook inside the pole just below the top on which to hang the pole and bracket cable support assembly. Ensure that nonstructural castings for aluminum poles, including the pole cap are of ASTM B 26/B 26M or B 108, Alloy S 5 A, Condition F. Ensure that steel poles and bracket arms are hot dipped galvanized after fabrication in accordance with the requirements of 711.02. Furnish aluminum poles and bracket arms in natural aluminum with a satin brushed surface. Ensure that each light pole is identified by a raised or engraved marking applied to the edge of the base plate which identifies the manufacturer and the year that the pole was manufactured and that such marking remains legible after the pole has been galvanized. Ensure that bolts, nuts, washers and other fasteners used to assemble the light pole are of galvanized steel conforming to 711.02, stainless steel conforming to ASTM A 320/A 320M (AISI-300 series) or silicon bronze conforming to ASTM B 98M (B 98). Ensure that each non-frangible steel transformer base is capable of transmitting the design dead, live, ice and wind loads of the light pole to be mounted on it to the foundation without failure or permanent deformation, has a flush door permanently attached by means of a top-mounted continuous stainless steel hinge, and is made from steel conforming to ASTM A36/A 36M hot dip galvanized after fabrication. Ensure that each frangible aluminum transformer base is capable of transmitting the design dead, live, ice and wind loads of the light pole to be mounted on it to the foundation without failure or permanent deformation, has a flush aluminum door permanently attached by means of a top-mounted continuous stainless steel hinge, 786
787 725.21 and bears easily found and read durable labeling as to which AASHTO frangibility criteria the base meets. Ensure that the base has been tested and accepted by the FHWA as complying with the 1985 AASHTO frangibility requirements Ensure that the bolts and nuts used to fasten the base plate of the pole to the transformer base are heavy hex conforming to ASTM A 307 and galvanized in accordance with 711.02. When either the top or the bottom of an aluminum transformer bases is to be fastened against non-galvanized steel, ensure that both the steel and the aluminum mating surfaces have been coated with a heavy film of zinc rich paint. Ensure that the anchor bolts are steel with 55,000 psi (380 Mpa) minimum yield strength, that the threaded ends of the bolts and nuts are galvanized in accordance with 711.02 for at least 2 inches (50 mm) beyond the threads and that the nuts are capable of developing the full strength of the anchor bolt and are galvanized in accordance with 711.02. B. Light Towers. Ensure that the structural design of the light tower is based on a load of six luminaires or the actual number of luminaires to be installed whichever is greater. Ensure that the structural design of the light tower is based on each luminaire weighing 75 pounds (34 kg) and having an effective projected area of 3.5 square feet (0.3 m 2 ) or the actual weight and effective projected area of each luminaire whichever is greater. Ensure that the structural design of the light tower is based on the head frame assembly with lowering device weighing 340 pounds (154 kg) and having a projected area of 5.3 square feet (0.5 m 2 ) or the actual weight and effective projected area of the head frame and lowering device whichever is greater. Ensure that the luminaire lowering device (consisting of the luminaire ring, the head frame, the winch, the power cables and all miscellaneous mechanical and electrical equipment mounted in or on the pole) and the pole are compatible with each other. 1. Luminaire Ring. Ensure that the luminaire ring assembly is fabricated from steel which conforms to ASTM A 36/A 36M and that the ring is fitted with a separate 2 inch (50 mm) nominal steel pipe mounting arm directly attached to the ring for each luminaire. Ensure that the luminaire ring is supported by three wire ropes equally spaced around the ring. Ensure that the three wire ropes are of the same material and construction. Ensure that the wire rope for this purposed is 3/16 inch (5 mm) minimum diameter and either galvanized steel hoisting cable or aircraft grade stainless steel control cable composed of 7 strands of 19 wires each. Ensure that each wire rope support cable is connected to the ring by a corrosion resistant device that will allow the connection to develop the full breaking strength of the wire rope while permitting ready adjustment of the length of the wire rope to level the ring. Ensure that the ring is equipped with a minimum of three spring loaded roller tipped centering arms equally spaced around the ring that are in continuous contact with the pole shaft and that the guide arm rollers are of a nonabrasive, water resistant material.
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787<br />
725.21<br />
<strong>and</strong> bears easily found <strong>and</strong> read durable labeling as to which AASHTO frangibility<br />
criteria the base meets. Ensure that the base has been tested <strong>and</strong> accepted by the<br />
FHWA as complying with the 1985 AASHTO frangibility requirements<br />
Ensure that the bolts <strong>and</strong> nuts used to fasten the base plate <strong>of</strong> the pole to the<br />
transformer base are heavy hex conforming to ASTM A 307 <strong>and</strong> galvanized in<br />
accordance with 711.02. When either the top or the bottom <strong>of</strong> an aluminum<br />
transformer bases is to be fastened against non-galvanized steel, ensure that both<br />
the steel <strong>and</strong> the aluminum mating surfaces have been coated with a heavy film <strong>of</strong><br />
zinc rich paint.<br />
Ensure that the anchor bolts are steel with 55,000 psi (380 Mpa) minimum yield<br />
strength, that the threaded ends <strong>of</strong> the bolts <strong>and</strong> nuts are galvanized in accordance<br />
with 711.02 for at least 2 inches (50 mm) beyond the threads <strong>and</strong> that the nuts are<br />
capable <strong>of</strong> developing the full strength <strong>of</strong> the anchor bolt <strong>and</strong> are galvanized in<br />
accordance with 711.02.<br />
B. Light Towers. Ensure that the structural design <strong>of</strong> the light tower is based on<br />
a load <strong>of</strong> six luminaires or the actual number <strong>of</strong> luminaires to be installed<br />
whichever is greater. Ensure that the structural design <strong>of</strong> the light tower is based<br />
on each luminaire weighing 75 pounds (34 kg) <strong>and</strong> having an effective projected<br />
area <strong>of</strong> 3.5 square feet (0.3 m 2 ) or the actual weight <strong>and</strong> effective projected area <strong>of</strong><br />
each luminaire whichever is greater. Ensure that the structural design <strong>of</strong> the light<br />
tower is based on the head frame assembly with lowering device weighing 340<br />
pounds (154 kg) <strong>and</strong> having a projected area <strong>of</strong> 5.3 square feet (0.5 m 2 ) or the<br />
actual weight <strong>and</strong> effective projected area <strong>of</strong> the head frame <strong>and</strong> lowering device<br />
whichever is greater.<br />
Ensure that the luminaire lowering device (consisting <strong>of</strong> the luminaire ring, the<br />
head frame, the winch, the power cables <strong>and</strong> all miscellaneous mechanical <strong>and</strong><br />
electrical equipment mounted in or on the pole) <strong>and</strong> the pole are compatible with<br />
each other.<br />
1. Luminaire Ring. Ensure that the luminaire ring assembly is fabricated from<br />
steel which conforms to ASTM A 36/A 36M <strong>and</strong> that the ring is fitted with a<br />
separate 2 inch (50 mm) nominal steel pipe mounting arm directly attached to the<br />
ring for each luminaire.<br />
Ensure that the luminaire ring is supported by three wire ropes equally spaced<br />
around the ring. Ensure that the three wire ropes are <strong>of</strong> the same material <strong>and</strong><br />
construction. Ensure that the wire rope for this purposed is 3/16 inch (5 mm)<br />
minimum diameter <strong>and</strong> either galvanized steel hoisting cable or aircraft grade<br />
stainless steel control cable composed <strong>of</strong> 7 str<strong>and</strong>s <strong>of</strong> 19 wires each. Ensure that<br />
each wire rope support cable is connected to the ring by a corrosion resistant<br />
device that will allow the connection to develop the full breaking strength <strong>of</strong> the<br />
wire rope while permitting ready adjustment <strong>of</strong> the length <strong>of</strong> the wire rope to level<br />
the ring. Ensure that the ring is equipped with a minimum <strong>of</strong> three spring loaded<br />
roller tipped centering arms equally spaced around the ring that are in continuous<br />
contact with the pole shaft <strong>and</strong> that the guide arm rollers are <strong>of</strong> a nonabrasive,<br />
water resistant material.