7443 search results for Pavement
3520100.origind
is encouraged. DH/ot Attachment 3520100 All Jobs GRINDING CONCRETE PAVEMENT. (REV
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designasspecifiedin334-2.4.Meetthecriteriaspecifiedforadepthoftopofpavement layer from surface of greater than 4 inches [100 mm]. 234-3.3 Reclaimed Asphalt Pavement (RAP
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332 TYPEIIASPHALTICCONCRETE. (REV9-26-01)(FA1-3-02)(7-02) SECTION332(Pages279-281)isdeletedandthefollowingsubstituted: SECTION332 TYPEIIASPHALTICCONCRETE 332-1Description. ConstructaType II Asphaltic Concrete pavement. Meettheplantandequipment requirements as specified in Section 320. Meet the general construction requirements, as specified in Section 330. TheEngineerwillacceptworkonaLOTtoLOTbasisinaccordancewiththeapplicable requirements of Section 331. The Engineer will determine
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not be considered. Your input is encouraged. DS/dt Attachment 7110500 All Jobs THERMOPLASTIC PAVEMENT MARKINGS
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input is encouraged. DS/dt Attachment 7100600 All Jobs PAINTED PAVEMENT MARKINGS. (REV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7100600.origind.pdf?sfvrsn=711c48b9_05750000SS
] below adjoining pavement with an even surface and edge. Place rolled sod parallel
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, or a roadway centerline profile. Also show the ground or pavement surface and the crown elevation
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pavement is shown in the Plans, the work of constructing, maintaining, and subsequently removing, devices, barriers, signing, and pavement markings for special detours, and restoration to final, Retroreflective Pavement Markers - each. Item No. 102- 81- CrashCushion(Gating)(Temporary) - per location, Pavement Markings
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material to split and hold a sample for Resolution testing. Test Name Mainline Pavement Lanes, Turn
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square inches is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement, Traffic Separator, or curb and gutter having any intersecting cracks visible, and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement, Traffic Separator
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to the stabilization operation. 160-2.2.1 Reclaimed Asphalt Pavement (RAP) (Same Project): The Engineer may, the source. 160-2.2.2 Reclaimed Asphalt Pavement (RAP) (Different Project) or RAP Blended Material: When, approximately parallel to the plane of the proposed finished surface. Constructmainline pavement lanes, the required density until the subsequent base or pavement is in place including any repairs, replacement
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120 EXCAVATION A N D E M B A N KMENT. (REV7-20-15)(FA8-10-15)(1-16) SUBARTICLE120-7.2isdeletedandthefollowingsubstituted: 120-7.2General Requirements for Embankment Materials: Construct embankments of acceptable material including reclaimed asphalt pavement (RAP), recycled concrete aggregate (RCA) and portland cement concrete rubble, but containing no muck, stumps, roots, brush, vegetable matter, rubbish, reinforcement bar or other material that does not compact into a suitable
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), with the following additions and exceptions: 1.Thesmooth pavement formed by the asphalt cement shall
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: 102-11.3 Special Detours: When a diversion or lane shift that requires temporary pavement, , barriers, signing, pavement markings, and restoration to final configuration will be paid for under, No. 102- 76- ArrowBoard-pereachperday. Item No. 102- 78- Temporary Retroreflective Pavement Markers, foot. Item No. 710- PaintedPavement Markings. Item No. 711- Thermoplastic Pavement Markings
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equal to or greater than the adjacent soil. When backfilling trenches in existing pavement, use
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conditions; to provide a safe and functional connection to an existing pavement; to settle documented
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Ditch Pavement (Rubble Riprap) 281 Joint Cover for Mechanically Stabilized Retaining Wall Supporting, Fabric Jacket (Culvert) 280 Concrete Pavement Subdrainage 287 D-4/6 Slope Pavement Ditch Pavement
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the pavement surface and have a minimum dimension of 2 inches. 993-2.6.2 Post Base: The base shall
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Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement
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: (a) The smooth pavement formed by the asphalt cement shall extend over the entire interior of the pipe. (b
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