7243 search results for Pavement
Source Book Acronyms and Glossary
THE FDOT SOURCE BOOK ACRONYMS AND GLOSSARY March 1, 2024 2 Acronyms AADT Annual Average Daily Traffic ATRI American Transportation Research Institute BTS Bureau of Transportation Statistics CMAQ Congestion Mitigation and Air Quality CRCP Continuously Reinforced Concrete Pavement CRS Computerized Reservations Systems CTMT Combination Truck Miles Traveled DVMT Daily Vehicle Miles, PM1 Safety Performance PM2 Bridge and Pavement Performance PM3 System Performance 3 PSL Posted
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ASPHALT PAVEMENT, 1" AVG DEPTH 79.000 SY 35.00000 2,765.00 70.00000 5,530.00 100.00000 7,900.00, ASPHALT PAVEMENT, 1" AVG DEPTH 79.000 SY 130.15000 10,281.85 25.00000 1,975.00 80.00000 6,320.00 0060
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/mar05/e58c6bidtabs.pdf?sfvrsn=24b82e2c_1FHWA-2021-0004-39440_attachment_1
), Congress used clear language to direct USDOT to establish performance measures to assess pavement, alignment with the schedule that already exists for pavement and bridge conditions and mobility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/webpage-resources/fhwa-2021-0004-39440_attachment_1.pdf?sfvrsn=6b40ab51_1102-600IntReviewPkg
sign (G20-1) bearing the legend ROAD WORK NEXT_____ GROOVED PAVEMENT AHEAD SIGN conjunction with the GROOVED PAVEMENT AHEAD sign. or grooved surface open to traffic. The W8-15P placard shall be used in The GROOVED PAVEMENT AHEAD sign is required 500 feet in advance of a milled END ROAD WORK, NARROW NARROWS ROAD BRIDGE ONE LANE BUMP DIP ENDS PAVEMENT SHOULDER SOFT CROSSING TRUCK, the legend ROAD WORK NEXT_____ GROOVED PAVEMENT AHEAD SIGN conjunction with the GROOVED PAVEMENT AHEAD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-600intreviewpkg.pdf?sfvrsn=cf055d86_1102-661IntReviewPkg
or less. when the work operation is in place for 3 1. Temporary pavement markings may be omitted, operation is in place for 3 1. Temporary pavement markings may be omitted W20-1F Note 4) (See
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BLADING PAVED SHOULDER, UP TO 24" BEYOND PAVEMENT 5,000.000 LF 6.00000 30,000.00 0.46000 2,300.00, TO 24" BEYOND PAVEMENT 5,000.000 LF 1.80000 9,000.00 0.88000 4,400.00 $877,250.00 $897,126.35
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2024/may09/e3x93bidtabs.pdf?sfvrsn=b04cdbd9_2fe-guidelist 2024 Clean Final
None Concrete Strength Concrete Pavement Grinding Incentive Lost or Missing Samples Pavement Joint, number. ☐ ☐ CPAM 11.6 H.Value added Asphalt Pavement three (3) year warranty period is entered, . ☐ ☐ Specifications D.Ensure that the correct concrete pavement “Pay Item” is entered into MAC so, Concrete Pavement Items. ☐ ☐ Specifications Sections 350-14 and 350-15 E.Make sure all field, detail changes ☐ ☐ J.Signing and pavement modifications ☐ ☐ K.Benchmarks added or modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/guidelist/finalest/fe-guidelist-2024-clean-final.docx?sfvrsn=4d1a5b5e_22850200int
234 Reclaimed Asphalt Pavement (RAP) 1,2 * . . . . . . . . . . . . Section 283 Prime, Reclaimed Asphalt Pavement (RAP)*................Section 283 Limerock
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/2850200int.pdf?sfvrsn=ef5f0915_1102-600IndReviewPkg
sign (G20-1) bearing the legend ROAD WORK NEXT_____ GROOVED PAVEMENT AHEAD SIGN conjunction with the GROOVED PAVEMENT AHEAD sign. or grooved surface open to traffic. The W8-15P placard shall be used in The GROOVED PAVEMENT AHEAD sign is required 500 feet in advance of a milled END ROAD WORK SIGN, NARROW NARROWS ROAD BRIDGE ONE LANE BUMP DIP ENDS PAVEMENT SHOULDER SOFT CROSSING TRUCK, the legend ROAD WORK NEXT_____ GROOVED PAVEMENT AHEAD SIGN conjunction with the GROOVED PAVEMENT AHEAD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-600indreviewpkg.pdf?sfvrsn=2688f5d2_1102-661IndReviewPkg
. when the work operation is in place for 3 1. Temporary pavement markings may be omitted W20-1F, is in place for 3 1. Temporary pavement markings may be omitted W20-1F Note 4) (See General G20-2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-661indreviewpkg.pdf?sfvrsn=d52ebbef_1102-600FHWAReviewPkg
sign (G20-1) bearing the legend ROAD WORK NEXT_____ GROOVED PAVEMENT AHEAD SIGN conjunction with the GROOVED PAVEMENT AHEAD sign. or grooved surface open to traffic. The W8-15P placard shall be used in The GROOVED PAVEMENT AHEAD sign is required 500 feet in advance of a milled END ROAD WORK SIGN, NARROW NARROWS ROAD BRIDGE ONE LANE BUMP DIP ENDS PAVEMENT SHOULDER SOFT CROSSING TRUCK, the legend ROAD WORK NEXT_____ GROOVED PAVEMENT AHEAD SIGN conjunction with the GROOVED PAVEMENT AHEAD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-600fhwareviewpkg.pdf?sfvrsn=1ae72457_1102-661FHWAReviewPkg
. when the work operation is in place for 3 1. Temporary pavement markings may be omitted W20-1F, is in place for 3 1. Temporary pavement markings may be omitted W20-1F Note 4) (See General G20-2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-661fhwareviewpkg.pdf?sfvrsn=5a79335c_1449737-1 ScopeOfServices
(TBD) 39 18 STRUCTURES - MISCELLANEOUS 40 19 SIGNING AND PAVEMENT MARKING ANALYSIS 41 20 SIGNING AND PAVEMENT MARKING PLANS 43 21 SIGNALIZATION ANALYSIS (N/A) 43 22 SIGNALIZATION PLANS (N/A) 43 23, - Signing, Pavement Marking and Channelization o7.2 – Lighting o8.1 – Control Surveying o8.2 – Design, parking area & Ramps Pavement Designs: Number of Pavement Designs: [Number] [List number of anticipated pavement designs on this project ] Pavement Type Selection Report(s): N/A Cross-Slope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25143/449737-1-scopeofservices.docx?sfvrsn=5b583246_12025FDM900NexGenPlans
for automated machine guidance (AMG) milling and pavement operations are anticipated. • When, , pavement, shoulder surfaces, sidewalks, bridge decks) - as a decimal part of a foot vertical per foot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm900nexgenplans.pdf?sfvrsn=a324478a_1102-661FHWAApproved
. when the work operation is in place for 3 1. Temporary pavement markings may be omitted W20-1F, or less. when the work operation is in place for 3 1. Temporary pavement markings may be omitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-661fhwaapproved.pdf?sfvrsn=500305a3_1102-600FHWAApproved
the legend ROAD WORK NEXT_____ GROOVED PAVEMENT AHEAD SIGN conjunction with the GROOVED PAVEMENT, PAVEMENT AHEAD sign is required 500 feet in advance of a milled END ROAD WORK SIGN OVERLAPPING WORK, R LANES UNEVEN BRIDGE NARROW NARROWS ROAD BRIDGE ONE LANE BUMP DIP ENDS PAVEMENT, The length of road work sign (G20-1) bearing the legend ROAD WORK NEXT_____ GROOVED PAVEMENT AHEAD SIGN conjunction with the GROOVED PAVEMENT AHEAD sign. or grooved surface open to traffic. The W8-15P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-600fhwaapproved.pdf?sfvrsn=a736f258_1D4 ACEC FL Liaison Committee Meeting 6-28-2024-MINUTES
that 11 3R project pushed out based on their pavement condition survey by 3 years, impacting, to continue to monitor the website. d) New MUTCD shoulder pavement marking – Paved shoulders cannot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd4/documents/d4-acec-fl-liaison-committee-meeting-6-28-2024-minutes.pdf?sfvrsn=a14142fb_3FE Guidelist
None Concrete Strength Concrete Pavement Grinding Incentive Lost or Missing Samples Pavement Joint, number. ☐ ☐ CPAM 11.6 H.Value added Asphalt Pavement three (3) year warranty period is entered, . ☐ ☐ Specifications D.Ensure that the correct concrete pavement “Pay Item” is entered into MAC so, Concrete Pavement Items. ☐ ☐ Specifications Sections 350-14 and 350-15 E.Make sure all field, detail changes ☐ ☐ J.Signing and pavement modifications ☐ ☐ K.Benchmarks added or modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/guidelist/finalest/fe-guidelist.docx?sfvrsn=2f229f56_9102-661FHWAApproved2
. when the work operation is in place for 3 1. Temporary pavement markings may be omitted W20-1F, days or less. when the work operation is in place for 3 1. Temporary pavement markings may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-661fhwaapproved2.pdf?sfvrsn=fdd32ad9_1521-513
of the Barrier/Noise Wall. See Section B-B 7. FILL REQUIREMENTS: Shoulder or Roadway Pavement, Devices Pavement Shoulder Roadway or (See Note 2) Bars 5B (Typ.) V a r i e s S l o p e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-513.pdf?sfvrsn=983bc796_1