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- 82-2.03B Laminated Panels
- 82-3.01C Submittals Reserved 82-3.01D Quality Assurance
- 82-3.02D Laminated Wood Box Posts
82-2.03 CONSTRUCTION82-2.03A GeneralDeliver sign panels to the job site with the background and legend permanently affixed to the panels. Do not chip or bend sign panels. Immediately replace sign panels exhibiting damage or flaws, including a significant color difference between daytime and nighttime. Obtain authorization before repairing sign panels at the job site. Use the following hardware to mount the type of sign panel shown: 1. Lag screws, nuts, bolts, and washers for roadside signs 2. Braces and wood block spacers for roadside signs 3. Type A-1 and Type A-2 mounting hardware for overhead laminated-panel signs 4. Type A-3 mounting hardware for overhead formed-panel signs
82-2.04 PAYMENTThe payment quantity for furnishing any type of sign panel is the area determined from the dimensions shown. 82-3 ROADSIDE SIGNS 82-3.01 GENERAL82-3.01A SummarySection 82-3 includes specifications for constructing roadside signs. Roadside signs include Type N (CA), Type P (CA), and Type R (CA) marker panels. 82-3.01B Definitionsroadside sign: Traffic sign with 1 or more sign panels attached to a supporting structure consisting of 1 or 2 posts, a signal standard, or a lighting standard. 82-3.01C SubmittalsReserved 82-3.01D Quality AssuranceWhen delivered to the job site, treated posts must comply with the specified grading requirements and have a moisture content of not more than 25 percent when tested under ASTM D4444 with an authorized moisture meter. 82-3.02 MATERIALS82-3.02A GeneralA roadside sign includes sign panels, fastening hardware, back braces, straps and saddle brackets, and frame assemblies for multiple sign panels. 82-3.02B Metal PostsA mounting for a roadside sign to be installed on a barrier or railing must be fabricated from (1) welded or seamless steel pipe complying with ASTM A53/A53M, Grade B, and (2) structural steel complying with ASTM A36/A36M. Bolted connections must comply with section 56-2.02D. Concrete anchorage devices must comply with section 75-3. After fabrication, all metal parts for mounting a roadside sign must be galvanized under section 75-1.02B.
82-3.02C Wood PostsA wood post must be the allowable grade and species for the sizes shown in the following table:
The posts must be graded under section 57-2.01B(2). The sweep must not exceed 0.08 foot in 10 feet. When tested under ASTM D4444 with an authorized moisture meter, the moisture content of Douglas fir, Hem-Fir, and Southern yellow pine posts must be not more than 25 percent in the outer 1 inch at the post's midpoint before preservative treatment. Douglas fir and Hem-Fir posts must be treated under section 57-2.01B(3) and under AWPA U1, Use Category UC4A, Commodity Specification A. Posts must be incised, and the minimum retention of preservative must comply with AWPA requirements.
82-3.02E Sign Panel Fastening and Mounting HardwareFrame assemblies for multiple sign installations must be fabricated from an aluminum alloy or structural steel complying with ASTM A36/A36M. Frames fabricated from structural steel must be hot-dip galvanized after fabrication. Back braces for a sign must be made of commercial-quality, mild steel and hot-dip galvanized after fabrication. Straps and saddle brackets for mounting sign panels on lighting standards, sign structure posts, and traffic signal standards must be stainless steel complying with ASTM A167, Type 302B. Theft-proof bolts must be stainless steel with a chromium content of at least 17 percent and a nickel content of at least 8 percent. Bolts, except theft-proof bolts, lag screws, metal washers, and nuts must be made of commercial-quality steel and hot-dip galvanized after fabrication. Fiber washers must be commercial quality. Galvanizing must comply with section 75-1.02B.
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