7243 search results for Pavement
SS4270000
the surface, or open-cutting the pavement is not allowed. 427-6.1.1 Pipe Culverts and Storm Drains, pipes from the surface, or open-cutting the pavement is not allowed. Install joint sealing materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/maintenance/finalized/ss4270000.pdf?sfvrsn=24a6b9df_1SS4270000
the surface, or open-cutting the pavement is not allowed. 427-6.1.1 Pipe Culverts and Storm Drains, pipes from the surface, or open-cutting the pavement is not allowed. Install joint sealing materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/finalized/ss4270000.pdf?sfvrsn=99595664_1SP1020301
12 hours after notification. 102-13.20 Work Zone Pavement Markings: Price and payment will be full, to supplement line markings will be paid for under temporary retroreflective pavement markers. Install
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/maintenance/finalized/sp1020301.pdf?sfvrsn=3a5a881f_22026FDM127CAF
of pavement or surface art on travel lanes, paved shoulders, bridges, intersections, crosswalks, or sidewalks. Pavement or surface art is defined as surface markings that are not in direct support
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm127caf.pdf?sfvrsn=316789f0_2E8W24BidTabs
and incidentals necessary for new construction of an emergency access ramp, shoulder pavement widening, drainage improvements, signing/pavement markings, and ITS improvements along SR 91 (Florida s Turnpike
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/sep09/e8w24bidtabs.pdf?sfvrsn=d59d0ffd_1Section 400-599
Comments/Responses FHWA Section 523 - Patterned Pavement Cycle Review Package Comments/Responses, - Concrete Ditch and Slope Pavement Cycle Review Package Comments/Responses FHWA Approval FY
https://www.fdot.gov/specifications/history-of-revisions/section-400-599110-200
pavement back of curb, the support posts shall be separated from the pavement highways. On urban roads
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/110-200.pdf?sfvrsn=91c6b3e9_1521-650
or Front Face of Gutter Line (shown) Roadway Pavement Shoulder or of Retaining Wall Textured Face, . Top of junction slab may be thickened to match finished grade of concrete pavement or Noise Wall. 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-650.pdf?sfvrsn=54e532c8_1521-010
- 2" Cl. 2" Cl. (Typ.) Pavement Shoulder 6" Sp. Max. No. 3 Bars @ (Typ.) 6" Sp. Max. No. 3, .) Pavement Shoulder & Dowel Bar Visual Barrier, ¡ Barrier, Opaque ( M i n . ) Reqd.) (Trim
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-010.pdf?sfvrsn=1280ff6_1102-240
Barrier Unit Type K Asphalt Pavement Asphalt Pavement Barrier Unit Type K & recessed nut "Ø Post
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-240.pdf?sfvrsn=42b900f1_1550-013
1 0 / 6 / 2 0 2 5 3 : 2 7 : 5 5 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX BRIDGE FENCING ON BARRIER (CURVED TOP) 11/01/23 1 3 550-013 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab or Raised Sidewalk Bridge Deck (shown) Connection (Typ.) Pipe Clamp 2'-0" Centers Hog Rings @ Centers (Typ.) Ties @ 1'-0" Centers Ties @ 2'-0" 2'-0" Centers Hog Rings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/550-013.pdf?sfvrsn=aa6aa483_1521-422
1 0 / 6 / 2 0 2 5 3 : 1 5 : 0 0 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX TRAFFIC RAILING - (42" VERTICAL SHAPE) 1 3 521-422 11/01/20 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab Begin or End Bridge Front Face of Backwall & Approach Slab Wall Railing on Retaining Slab or Begin or End Begin or End Approach or End Railing on Retaining Wall Begin or End
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-422.pdf?sfvrsn=6e5c4d9_1521-426
1 0 / 6 / 2 0 2 5 3 : 1 6 : 2 3 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX TRAFFIC RAILING - (MEDIAN 36" SINGLE-SLOPE) 1 4 521-426 11/01/20 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab Begin or End Bridge Front Face of Backwall & Approach Slab Approach Slab Begin or End between open joints) of Traffic Railing (Equally spaced ƀ" V-Groove in both faces and top
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-426.pdf?sfvrsn=1ed226cf_1Final Estimates CA_2025
t . • Contingency-Non-Part Work Order A m t . • Composite Pay Factor • Concrete Pavement, • Invoice Matching A djustment • Pavement Joint Smoothness Incentive • Resolution Te s t i ng Costs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/final-estimates-ca_2025.pdf?sfvrsn=3ff37671_13370000FHWA
. Construct an asphalt concrete friction course pavement with the type of mixture specified, .) Establish an appropriate rolling pattern for the pavement in order to effectively seat the mixture, to the water in the roller. At intersections and in other areas where the pavement may be subjected, of the approaching vehicles before they cross the pavement. 337-7.7 Transportation Requirements of Friction, an asphalt concrete friction course pavement with the type of mixture specified in the Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/3370000fhwa.pdf?sfvrsn=5105d4_1Charlotte County Draft Tentative WP FY27-31
of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031 Construction, COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/charlotte-county-draft-tentative-wp-fy27-31.pdf?sfvrsn=9d1539af_1NASSAU COUNTY_TWP2027-2031 WPPH_BY ITEM_10-13-2025_SUBJECT TO CHANGE
PAVEMENT UPGRADES Type of Work: MCCO WEIGH STATION STATIC ONLY Phase Funding Source 2027 2028 2029, WEIGH STATION PAVEMENT UPGRADES Type of Work: MCCO WEIGH STATION STATIC ONLY Phase Funding Source 2027
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-item/nassau-county_twp2027-2031-wpph_by-item_10-13-2025_subject-to-change.pdf?sfvrsn=98c278dd_1NASSAU COUNTY_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE
$1,480,000 453893-3 - HILLIARD WEIGH STATION PAVEMENT UPGRADES Type of Work: MCCO WEIGH STATION, 453894-1 - US17 YULEE WEIGH STATION PAVEMENT UPGRADES Type of Work: MCCO WEIGH STATION STATIC ONLY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-description/nassau-county_twp2027-2031-wpph_by-description_10-13-2025_subject-to-change.pdf?sfvrsn=744de9f0_1PublicHearing_SEMINOLE COUNTY_Summary_2027_2031
436 FROM EAST OF LAKE HARRIET DR TO WEST OF WYMORE RD/DOUGLAS AVE Type of Work: PAVEMENT ONLY, 452912-1 - SR 434 FROM MCCULLOCH RD (SOUTH OF ORANGE CO LINE) TO N OF CLONTS ST Type of Work: PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_seminole-county_summary_2027_2031.pdf?sfvrsn=70f0f9ad_12026FDM127CAF
of pavement or surface art on travel lanes, paved shoulders, bridges, intersections, crosswalks, or sidewalks. Pavement or surface art is defined as surface markings that are not in direct support
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm127caf.pdf?sfvrsn=6fe49599_3