7243 search results for Pavement
Debris Removal Emergency Prequalified Vendors
PAVEMENT MARKING ROADWAY SIGNING SIDEWALK TRAFFIC SIGNAL * Barrier Wall, Brick Pavers, Concrete Slope, /contractorprequalification/public/PrequalifiedVendorSearchPrintView.aspx 4/13 * Curb & Gutter, Ditch Pavement, PAVEMENT MARKING PORTLAND CEMENT CONCRETE ROADWAY PAVING 8/8/24, 8:46 AM, MINOR BRIDGES PAVEMENT MARKING PORTLAND CEMENT CONCRETE ROADWAY PAVING ROADWAY SIGNING, SIGNING SIDEWALK * MILLING, REHABILITATION OF CONCRETE PAVEMENT, CONCRETE SLAB REPLACEMENT,CURB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/debris-removal-emergency-work-class.pdf?sfvrsn=ce3de1b7_12521-002
5U & 8T) Concrete Qty. = 0.16 CY/FT (Above Gutter Line) or Fill Pavement Shoulder or Fill Pavement Shoulder or Fill Pavement Shoulder 2. FOOTING OPTIONS: See Sheet 6 for the supporting stem, a r i e s C o v e r V a r i e s or Fill Pavement Shoulder or Fill Pavement Shoulder or Fill Pavement Shoulder or Fill Pavement Shoulder 2. FOOTING OPTIONS: See Sheet 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-002.pdf?sfvrsn=c4aa0d1d_1SARASOTA COUNTY DTWP FY 26-30
449122-2 - SR 72 FROM E OF DEREK AVE TO E OF HONORE AVE Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT, OF DR MLK JR WAY Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030, - SR 45 (US 41) FROM N OF MYRTLE ST TO S OF GENERAL SPAATZ BLVD Type of Work: PAVEMENT ONLY, CLUB RD TO MANATEE CO LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027, $5,155,601 451014-1 - SR 776 FROM CHARLOTTE CO LINE TO S OF US 41 Type of Work: PAVEMENT ONLY RESURFACE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/sarasota-county-dtwp-fy-26-30.pdf?sfvrsn=b2a200eb_1Final-Gov-Bd-Mtg-Minutes
TIP. FDOT is working to create suggested language for the Pavement and Bridge and the Mobility, . The Pavement and Bridge and the Mobility performance measure targets were set for the state on May 18, for the Pavement and Bridge and Mobility performance measures with the option to adopt FDOTs targets, for the Bridge and Pavement performance measures. Mr. Reichert asked how many MPOs were interested, the condition of their assets and the performance of the system. States must address pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/final-gov-bd-mtg-minutes.pdf?sfvrsn=3a17b378_11-17WorkbookFINAL
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1- 17) Insert Information, ASPHALT PAVEMENT. (REV 12-1-93) (1-17) Changes to: 327-2. SP3270200 Use when requested, REMARKS CEMENT CONCRETE PAVEMENT – COLORED CONCRETE. (REV 5-11-16) (FA 5-12-16) (1- 17) Changes to 350-1, 350-2, 350-10. SP3500200 Jobs with Colored Concrete Pavement New SP. To modify, ASPHALT PAVEMENT. (REV 3-23-16) (FA 5-4-16) (1- 17) Changes to 339-7. SS3390700 All Jobs ROLLED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/1-17workbookfinal.pdf?sfvrsn=f23287be_01-17WorkbookREDLINE
Use when contaminated areas are delineated in the Plans MILLING OF EXISTING ASPHALT PAVEMENT, to be retained. Use all, tons, square yards MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93, …..14 8/25/2016 10:14 AM SPECIAL PROVISIONS SP0000001 USAGE NOTE REMARKS CEMENT CONCRETE PAVEMENT, . SP3500200 Jobs with Colored Concrete Pavement New SP. To modify the language for current Department, PAVEMENT. (REV 3-23-16) (FA 5-4-16) (1- 17) Changes to 339-7. SS3390700 All Jobs ROLLED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/1-17workbookredline.pdf?sfvrsn=aae5749c_06300204-723FHWA
box and a new pay item option has been added to address under pavement, open trench. Please, equal to or greater than the adjacent soil. When backfilling trenches in existing pavement, use, as open trench. Payment for conduit placed under existing pavement (roadway, driveways, or sidewalk, placed under both existing turf and existing pavement between two pull boxes, payment for the total, to a density equal to or greater than the adjacent soil. When backfilling trenches in existing pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/6300204-723fhwa.pdf?sfvrsn=d10841e9_12025FDM202SpeedMgmt
- Speed Management 202.3.10 Posted Speed Pavement Marking Posted Speed pavement markings placed directly on the pavement adjacent to Posted Speed signs, reinforce a change in Posted Speed (e.g., Speed pavement markings. 202.3.11 Islands Islands at crosswalks can provide deflection as well, warning signs such as “Reduced Speed Ahead” signs, or gateways signs where appropriate. • Pavement, may be placed on the pavement. • Curb changes: from flush paved shoulders to curbed roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm202speedmgmt.pdf?sfvrsn=e528bd6e_2All CEOPs
Design Variation: Crossovers on Limited Access Facilities X Design Variation: Patterned Pavement, may include a grassed median or pavement. Paved wide buffers should be no more than 12 feet wide, pavement markings on the upstream approach between the railroad crossing pavement message, . Include Railroad Dynamic Envelope (RDE) pavement markings at Active and Passive Grade Crossings, or significantly skewed railroad crossing is at the discretion of the EOR. Detail RDE pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/all-ceops.pdf?sfvrsn=40790aec_12026FDM202SpeedMgmt
Pavement Marking Posted Speed pavement markings placed directly on the pavement adjacent to Posted Speed, with the District Traffic Operations Engineer on the use of Posted Speed pavement markings. 202.3.11 Islands, such as “Reduced Speed Ahead” signs, or gateways signs where appropriate. • Pavement markings: lane, on the pavement. • Curb changes: from flush paved shoulders to curbed roadway. • Architectural, • Posted Speed pavement markings A combination of strategies is more effective for reducing speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm202speedmgmt.pdf?sfvrsn=baf4a674_2DEV335RS (3-12-20)
the pavement or air temperature is below 50°F. Do not apply micro surfacing when there is the possibility, or when there is standing water on the pavement. The mixture shall not be applied when weather, thermoplastic striping materials from both the surface of the pavement and from the rumble striping depressions to the satisfaction of the Engineer. Remove any raised pavement markers in the areas, : Place a tack coat on all pavement prior to constructing a micro surfacing course. Use a non-tracking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev335rs-(3-12-20)1ed72c8f-9aea-42d5-bad1-c8f472cadd03.pdf?sfvrsn=4f2ff405_1History of Revisions(DEL)
/C N/C FHWA 2830403REV Reclaimed Asphalt Pavement Base N/C N/C FHWA 2850200 Optional Base Course, Concrete Friction Courses N/C N/C FHWA 3380502 Value Added Asphalt Pavement *Associated with 330090405, Concrete Pavement N/C N/C FHWA 3520200 Grinding Concrete Pavement N/C N/C FHWA 4000707 Concrete, Patterned Pavement Comment/Response N/C FHWA 5260000 Architectural Pavers N/C Comment/Response FHWA 5460200, ) N/C N/C FHWA 9670601 Components for Guardrail N/C N/C FHWA 9700203 Materials for Raised Pavement
521-002
5U & 8T) Concrete Qty. = 0.16 CY/FT (Above Gutter Line) or Fill Pavement Shoulder or Fill Pavement Shoulder or Fill Pavement Shoulder 2. FOOTING OPTIONS: See Sheet 6 for the supporting stem, a r i e s C o v e r V a r i e s or Fill Pavement Shoulder or Fill Pavement Shoulder or Fill Pavement Shoulder or Fill Pavement Shoulder 2. FOOTING OPTIONS: See Sheet 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-002.pdf?sfvrsn=1663732b_1Lee County Draft Tentative WP FY27-31
for Project 448706-1 $2,779,530 448955-1 - SR 82 FROM ORTIZ AVE TO COLONIAL BLVD Type of Work: PAVEMENT, 448956-1 - SR 78 FROM W OF I-75 RAMPS TO W OF WELLS RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX, $791,767 450722-1 - SR 78 FROM NEW POST RD TO N OF EVANWOOD LN Type of Work: PAVEMENT ONLY RESURFACE, : PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031 Construction State, . OF WHISKEY CREEK Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/lee-county-draft-tentative-wp-fy27-31.pdf?sfvrsn=24bb1177_12026FDM110InitialEngineering
safety or resurfacing pavement to extend the service life, to minor lane and shoulder widening, - Initial Engineering Design Process 4 (14) Develop a Pavement Type Selection Report based on the FDOT Pavement Type Selection Manual (Topic No. 625-010-005). (15) Identify seasonal high water, , utilities (2) Traffic Data (3) Pavement Design Topic #625-000-002 FDOT Design Manual January 1, 2026, either pavement surfaces or electrical systems . Inquiries about monitoring sites should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm110initialengineering.pdf?sfvrsn=14fa439d_32026FDM202SpeedMgmt
Design Manual January 1, 2026 202 - Speed Management 13 202.3.10 Posted Speed Pavement Marking Posted Speed pavement markings placed directly on the pavement adjacent to Posted Speed signs, reinforce, Operations Engineer on the use of Posted Speed pavement markings. 202.3.11 Islands Islands, . • Pavement markings: lane narrowing can be highlighted with the use of a wider outside stripe. The Posted Speed may be placed on the pavement. • Curb changes: from flush paved shoulders to curbed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm202speedmgmt.pdf?sfvrsn=539f53e3_343018535201-PLANS-02-SIGNINGMARKING
/maps/teaDLsvttNn31QJw6 SIGNING AND PAVEMENT MARKING PLANS SHEET DESCRIPTION SHEET NO. DOUG BURKHART, P.E. FDOT PROJECT MANAGER: PAVEMENT MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND F L O R I D A ' S 2 / 2 8 / 2 0 2 4 4 : 3 5, S-46 - S-52 GUIDE SIGN WORK SHEETS S-3 - S-45 SIGNING AND PAVEMENT MARKING PLANS S-2 GENERAL NOTES, CLEARANCE OF EIGHT FEET (8') STANDARD. 4. USE PERMANENT TAPE FOR PAVEMENT MARKINGS ON CONCRETE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018535201-plans-02-signingmarking.pdf?sfvrsn=296a5492_143020425201-PLANS-01-ROADWAY (1)
AND PAVEMENT MARKING PLANS ROADWAY PLANS ¡ CONST. SR 684 STA. 240+34.00 END BRIDGE #130168 ¡ CONST, 1457.000 1457.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 49.000 49.000 0530- 3- 3, - MAINTENANCE OF TRAFFIC 43020425201 (LS) 1.000 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, SY 9079.000 9079.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 183.000 183.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 4279.000 4279.000 0334- 1- 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26122/43020425201-plans-01-roadway-(1).pdf?sfvrsn=7fc3e525_1TP-03-12-24BSN
0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43366315201) LS 1.000 0102- 2-300 SPECIAL DETOUR, ED 8,254.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 20,315.000, 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 34,274.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 3,603.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 14,880.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/mar12/tp-03-12-24bsn.pdf?sfvrsn=80cbae97_1D3-10-10-24BSN
of Raised Pavement Markers on various roadways in Jackson and Washington Counties. This work may, ALT Item Description Unit Quantity Section 0001 RAISED PAVEMENT MARKER REPLACEMENT (EA) E706- 1- 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) EA 14,300.000 Page 8 Bid Solicitation, of information signs (single and multi-post) installation and or removal of thermoplastic pavement markings, permanent tape and reflective pavement markers within the Departments right of way
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/oct10/d3-10-10-24bsn.pdf?sfvrsn=8e0cce02_1