4651 search results for pavement design
D2-01-17-24BSN
A contractor who performs a constructability review on a design contract or who participates in a value, CONCRETE SLOPE PAVEMENT,NON REINFORCED, 3" SY 600.000 0530- 1-100 RIPRAP, SAND-CEMENT BAGS CY 50.000, , curb and gutter, ditch pavement, ADA ramps, etc., as listed in the bid items within the state, - MISCELLANEOUS ASPHALT PAVEMENT TN 5.000 0425- 1-205 INLETS, CURB, TYPE 9, PARTIAL EA 1.000 0425, AND DRIVEWAYS, 6" THICK SY 500.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 120.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/jan17/d2-01-17-24bsn.pdf?sfvrsn=7882bc80_1TP-02-13-24-30DayBSN
a constructability review on a design contract or who participates in a value engineering study workshop, - TEMPORARY PAVEMENT (41592755201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, 102.830 0107- 2- MOWING AC 83.460 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY, , coating, sealing, concrete spalls, slope pavement repair, and other miscellaneous concrete repairs, Description Unit Quantity Section 0001 CONCRETE SLOPE PAVEMENT JNT REPAIR (LF) 0400-143- CLEANING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/feb13/tp-02-13-24-30daybsn.pdf?sfvrsn=97aa6cff_1D3-03-21-24BSN
review on a design contract or who participates in a value engineering study workshop or cost risk, , YELLOW, SOLID, 6" GM 0.386 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 52.000 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 0.386 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, YELLOW, SOLID 6" GM 0.386 0918-712-120 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, 10-30 SKIP 6" GM 0.386 0918-712-130 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/mar21/d3-03-21-24bsn.pdf?sfvrsn=6440a7b3_1D1-06-06-24BSN60Day
. CONFLICT OF INTEREST A contractor who performs a constructability review on a design contract, , construction of four roundabouts, milling and resurfacing, drainage, bridge culverts, signing and pavement, OF TRAFFIC (41450685201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (41450685201) LS 1.000, PAVEMENT, 3" AVG DEPTH SY 2,250.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, ,TRAFFIC C, FC-12.5, PG 76- 22 TN 10,275.500 0350- 30- 13 CONCRETE PAVEMENT FOR ROUNDABOUT APRON, 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/jun06/d1-06-06-24bsn60day.pdf?sfvrsn=c79ee3da_1D3-01-09-25BSN
A contractor who performs a constructability review on a design contract or who participates in a value, gutter, sidewalk, driveways), drainage (inlets, manholes, culvert), pavement markings (midblock, 01 SY 252.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 7,068.000 Page 8 Bid, Description Unit Quantity 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 33,857.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 14,375.000 0327- 70- 15 MILLING EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jan09/d3-01-09-25bsn.pdf?sfvrsn=9c25de74_1TP-02-19-25BSN
OF INTEREST A contractor who performs a constructability review on a design contract or who participates, consist of installing, repairing and/or modifying signalization infrastructure, signing and pavement, GROUP 04 SY 50.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 100.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 100.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 100.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/feb19/tp-02-19-25bsn.pdf?sfvrsn=3f0a9e07_1TP-01-28-25BSN
OF INTEREST A contractor who performs a constructability review on a design contract or who participates, equipment construction, lighting, signing, pavement markings, drainage, signalization, PAVEMENT,NON REINFORCED, 4" SY 259.000 0530- 3- 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 482.900 0530, - TEMPORARY PAVEMENT (40614385201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 1,600.000 0102- 30, , BASE GROUP 11 SY 239,880.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan28/tp-01-28-25bsn.pdf?sfvrsn=cb8d363a_2TP-03-11-25BSN30Day
A contractor who performs a constructability review on a design contract or who participates in a value, (45211615201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (45211615201) LS 1.000 0102, 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 7,971.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 3,428.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH SY 861.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 1,919.400
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/mar11/tp-03-11-25bsn30day.pdf?sfvrsn=8e8245fd_1TP-08-12-25BSN
calendar days. CONFLICT OF INTEREST A contractor who performs a constructability review on a design, for installing, repairing and/or modifying signalization infrastructure, signing and pavement markings, 50.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 100.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 100.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 100.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 10.000 0334
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/aug12/tp-08-12-25bsn.pdf?sfvrsn=f83d14bd_1D4-11-07-25BSN
A contractor who performs a constructability review on a design contract or who participates in a value, BROWARD COUNTY PAVEMENT STRIPING 43468247201(*) BROWARD 18 E4Y31-R0 BROWARD PAVEMENT MARKINGS & STRIPING HAND WORK 43978157201(*) BROWARD 20 E4Y32-R0 PALM BEACH COUNTY PAVEMENT STRIPING HAND LINE, District:04 Counties: BROWARD Road Name: BROWARD COUNTY PAVEMENT MARKINGS & SIGNING Limits: Midpoint, ), pavement markings (detectable, rumble strip, RPM, painted, thermoplastic, profiled thermoplastic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/nov07/d4-11-07-25bsn.pdf?sfvrsn=697704de_1TP-06-21-24BSN
review on a design contract or who participates in a value engineering study workshop or cost risk, , lighting, signing, pavement markings, drainage, signalization and Intelligent Transportation System, CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 1,172.000 0530- 3- 3 RIPRAP- RUBBLE, BANK AND SHORE TN, DETOUR- TEMPORARY PAVEMENT (40614355201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 2,200.000 0102, - 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 102,912.000 0327- 70- 6 MILLING EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jun21/tp-06-21-24bsn.pdf?sfvrsn=df924bb0_144893715201-PLANS-03-SIGNALIZATION
: http://www.fdot.gov/design/standardplans Standard Plans for Road Construction and associated IRs, T-01 SIGNALIZATION PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS NONE RAILROAD CROSSING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25129/44893715201-plans-03-signalization.pdf?sfvrsn=acbbe7d4_13340501int
grade at design based on the characteristics of the RAP asphalt binder, and reserves the right, with a layer thickness less than or equal to 3 inches, miscellaneous asphalt pavement, shared use 3340501
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/3340501int.pdf?sfvrsn=7efd3cae_1E6P28BidTabs
on various Arterial State Roads in Miami-Dade County in accordance with the Department design, SECTION: 0005 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 80.000 TN 125.00000 10,000.00 200.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/apr25/e6p28bidtabs.pdf?sfvrsn=29c3060d_13340000SS
334 SUPERPAVEASPHALTCONCRETE. (REV12-20-04)(FA1-6-05)(7-05) SECTION334(Pages243-266)isdeletedandthefollowingsubstituted: SECTION334 SUPERPAVEASPHALT CONCRETE 334-1 Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes are identified as Type SP-9.5, mixtures are based on the design traffic level of the project, expressed in 18,000 pound [80-kN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3340000ss.pdf?sfvrsn=7dea4b86_0SS3340000
334 SUPERPAVEASPHALTCONCRETE – ACCEPTANCE OPTIONS. (REV2-23-07)(FA3-15-07)(7-07) SECTION334(Pages258–279)isdeletedandthefollowingsubstituted: SECTION334 SUPERPAVEASPHALT CONCRETE 334-1 Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes, Levels: The requirements for Type SP Asphalt Concrete mixtures are based on the design traffic level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3340000.pdf?sfvrsn=e8c855a5_0SS3340000
334 SUPERPAVE A S P H A L T C O N C R E T E . (REV4-24-08)(FA8-12-08)(1-09) SECTION334(Pages258–279)isdeletedandthefollowingsubstituted: SECTION334 SUPERPAVE ASPHALT CONCRETE 334-1 Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes are identified, Asphalt Concrete mixtures are based on the design traffic level of the project, expressed in 18,000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3340000.pdf?sfvrsn=2df46d60_0SS3340000
334 SUPERPAVE A S P H A L T C O N C R E T E . (REV4-24-08)(FA8-12-08)(1-09) SECTION334(Pages258–279)isdeletedandthefollowingsubstituted: SECTION334 SUPERPAVE ASPHALT CONCRETE 334-1 Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes are identified, Asphalt Concrete mixtures are based on the design traffic level of the project, expressed in 18,000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss33400006ef6958e5529425581dbeb7e338ae8b2.pdf?sfvrsn=820d0f43_0SS3340000
334 SUPERPAVE A S P H A L T C O N C R E T E . (REV7-29-09)(FA8-11-09)(1-10) SECTION334(Pages265-291)isdeletedandthefollowingsubstituted: SECTION334 SUPERPAVE ASPHALT CONCRETE 334-1 Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes are identified, Asphalt Concrete mixtures are based on the design traffic level of the project, expressed in 18,000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss3340000.pdf?sfvrsn=5c9fe212_0Gadsden County FY26-30 Summary
TO OPPORTUNITY LN Type of Work: SIGNING/PAVEMENT MARKINGS Phase Funding Source 2026 2027 2028 2029 2030, ENVIRON. & DESIGN OF HANGARS & TERMINAL BLG. Type of Work: AVIATION REVENUE/OPERATIONAL Phase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d3_adopted_documents/gadsden-county-fy26-30-summary.pdf?sfvrsn=f216188d_1