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2000702-722impl

ROCK BASE (REV 2-8-22) (FA 2-14-22) (7-22) SUBARTICLE 200-7.2.2 is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Table 200-1 Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, characteristics of the pavement and; 2. the Contractor agrees to use asphalt to fill in areas where

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9910000-722FHWA2

the pavement surface shall be 36 inches. 991-1.3 Color: Tubular Marker color must be uniform and integral, on tubular markers measuring 36 inches above the pavement surface. Products listed on the IPL, a minimum diameter of 2 inches. The minimum height of the tubular marker above the pavement surface, . Impact tests shall be performed only on tubular markers measuring 36 inches above the pavement surface, the pavement surface shall be 36 inches. 991-1.3 Color: Tubular Marker color must be uniform

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9910000-722FHWA

of the tubular marker above the pavement surface shall be 36 inches. 991-1.3 Color: Tubular Marker color, measuring 36 inches above the pavement surface. Products listed on the IPL for Managed Lane, inches. The minimum height of the tubular marker above the pavement surface shall be 36 inches, be performed only on tubular markers measuring 36 inches above the pavement surface. Acceptable, a maximum diameter, width, or length of 8 inches. The height of the tubular marker above the pavement

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5460302.comm

” requirement. Response: 5. The material generated would technically be Reclaimed Asphalt Pavement, don’t use it as RAP. Our Specs refer to it as “Reclaimed Asphalt Pavement” or the acronym, RAP

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/5460302.comm.pdf?sfvrsn=ac9ceb93_0

3531002.origind

, State Specifications Engineer SUBJECT: Proposed Specification: 3531002 Concrete Pavement Slab, All Jobs CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 10-27-16) SUBARTICLE 353-10.2 is deleted

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3390700.origind

MISCELLANEOUS ASPHALT PAVEMENT. (REV 3-23-16) ARTICLE 339-7 is deleted and the following substituted, , for the certified miscellaneous asphalt pavement pay item. Submit this certification to the Engineer

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D9250000.do

, the blanket may be furnished in three strips; one strip being the neat width of the pavement, with two, by at least twice the thickness dimension of the pavement edge, and the sheets shall overlap

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9250000.do.pdf?sfvrsn=9d5d8837_0

3300904.origind

by the laser profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps, Profiler, acceptance for pavement smoothness of the friction course will be based on verified QC

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7010500.origind

e d T h e r m o p l a s t i c Pavement Markings. Inaccordance with Specification Development, not be considered. Your input is encouraged. DS/dt Attachment 7010500 All Jobs PROFILED THERMOPLASTIC PAVEMENT

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3530302.origind

not be considered. Your input is encouraged. DS/dt Attachment 3530302 All Jobs CONCRETE PAVEMENT SLAB, or a printed maturity meter monitoring record. Protect the pavement from all traffic, including

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6110202.impl

as the Contract Plans, and formatted on 11 inch by 17 inch sheets. Signing and pavement marking plan, systems that are not embedded in or under pavement. 611-2.3.2.3 Pull Boxes: Label unused and out

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9320103.origind

Accessory Materials for Concrete Pavement and Concrete Structures. Inaccordance with Specification, Jobs NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 2-45-15

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2000704.FHWA

Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems, for Resolution testing. Test Name Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots

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1200702.resp

relevant to RCA base due to the fact that pavement resides above. Moreover, the proximity, ) Consider excluding the use of reclaimed asphalt pavement (RAP) and recycled concrete aggregate (RCA

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4250000.FHWA

and slope of the pavement surface opened to traffic. 425-6.4 Reinforcing Steel: Follow the construction, of the proposed pavement, or if outside of the proposed pavement area, to the finished grade, . When adjusting structures in flexible pavement, restore final road surface in accordance, of the pavement surface opened to traffic. 425-6.4 Reinforcing Steel: Follow the construction methods, pavement, or if outside of the proposed pavement area, to the finished grade designated in the Plans

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/4250000.fhwa.pdf?sfvrsn=7ef65e08_0

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