Asphalt sidewalk design
[DOC File]Item 102 - Grubbing
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ITEM 419 – CONCRETE SIDEWALK - v01.2019 . Use the following if there are no plans. Add. 419.4.1.1 Concrete sidewalk shall be installed from Station _____ to _____, left side / right side / both sides. December 1, 2010. ITEM 420 – ASPHALT SIDEWALK - v01.2019. CONTACT CONSTRUCTION BRANCH BEFORE USING THIS ITEM. December 12, 2018
[DOCX File]DISTRICT 4 CADD STANDARDS BY SECTION & STANDARD …
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424101-d4 combination concrete curb-sidewalk 4” (100mm) 424106-d4 combination concrete curb-sidewalk 4” (100mm), (special) 440001-d4 hot mix asphalt surface removal (cold milling) 440101-d4 hot mix asphalt surface removal over patches. 440201-d4 …
[DOC File]We follow the 1993 version of the AASHTO Pavement Design ...
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This is automatically calculated in the ESALCALC spreadsheet, you simply have to enter the growth rate (in %, as in 2 for 2%) and the design life in years. ESAL factors should not be modified from defaults. B. Getting the required SN for design (SNf) (future SN) 1. There is an excellent, free pavement design utility available on the Web.
[DOC File]Checklist for FFPR plans - Georgia
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Typical Sections should indicate rate and direction of cross slopes for paving, shoulders, and sidewalk. Give stations for each section. Identify asphalt and concrete paving and thickness. Add Superpave Mix Design Level. Use metric Superpave nomenclature for all asphalt …
[DOC File]CHAPTER 9
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roofing design, a comparative cost analysis shall be. used to determine the best type of roof design for the. structure. (3) Performance Criteria for Low-Sloped Roof Systems. (a) Wind. The new roof system (or re-roof system) shall withstand the wind up-lift requirements of. the HUD/MPS, i.e., ANSI A …
[DOC File]WSDOT Design Manual Chapter Revision
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Liquid-asphalt sealing, chip seal, or crack sealing. ... Sidewalk design elements are found in Exhibits 1510-23 and 1510-27, and details for raised sidewalks are shown in the Standard Plans. Wherever appropriate, make sidewalks continuous and provide access to side streets. The most desirable installation for the pedestrian is a sidewalk ...
SECTION 160 - Florida Department of Transportation
The Contractor is responsible for maintaining the required density until the subsequent base or pavement is in place including any repairs, replacement, etc., of curb and gutter, sidewalk, etc., which might become necessary in order to recompact the subgrade in the event of underwash or other damage occurring to the previously compacted subgrade.
[DOC File](11/05) - Louisiana
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508.01 DESCRIPTION. This work consists of furnishing and constructing Stone Matrix Asphalt (SMA) which is a plant mixed asphalt concrete wearing course for high traffic applications. This mixture is a rut resistant hot mix design with stone on stone contact.
[DOC File]Design Guidelines for Traffic Calming Measures
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In both cases there must be adequate transition area from the regular sidewalk down to the extended sidewalk. Design Dimensions In the case where the sidewalk is joined to the curb, the transition area approaching the intersection crossing must not exceed a grade of 6% decreasing in elevation to a recommended height of 15mm across the intersection.
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