4651 search results for pavement design
TP-05-21-24BSN
review on a design contract or who participates in a value engineering study workshop or cost risk, (43716965201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43716965201) LS 1.000 0102- 14, BOARD / ADVANCE WARNING ARROW PANEL ED 32.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT, 0285-711- OPTIONAL BASE, BASE GROUP 11 SY 879.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 16,801.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 565.000 0327
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may21/tp-05-21-24bsn.pdf?sfvrsn=1798dbf0_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_144629015201-PLANS-02-SIGNINGMARKING_PHIV
GOVERNING STANDARD PLANS: following website: http://www.fdot.gov/design/standardplans Standard Plans, LICENSE NUMBER 72029 FLORIDA DEPARTMENT OF TRANSPORTATION (863) 519-2300 SIGNING AND PAVEMENT MARKING, R P A D I R O L F SIGNING AND PAVEMENT MARKING PLANS GENERAL NOTES KEY SHEET SHEET DESCRIPTION S-3 - S-25 S-2 S-1 SHEET NO. ISAMARIE L. MONREAL, P.E. FDOT PROJECT MANAGER: PAVEMENT MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND F L
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44629015201-plans-02-signingmarking_phiv.pdf?sfvrsn=5e442e2f_1E8U30Addenda004
(PDF File) Summary of Quantity Spreadsheets (Excel Files) Design + engineering data, ROADWAY - MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH 0327- 70- 8 MOD 17460 10717
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/mar19/e8u30addenda004.pdf?sfvrsn=efccb33b_1E8U45Addenda001
SHOULDER TEMP PAVEMENT DESIGN 425 REVISED NOTE 7 PHASE 1 RANGE STATIONING 461 REVISED TEMP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/apr16/e8u45addenda001.pdf?sfvrsn=d14afff8_2Florida Department of Transportation is 1 of 7 Winners of 2021 National Roadway Safety Award
; North Carolina Dept. of Transportation for its long-life pavement markings safety effort; Village, tool to assess the safety of rural highway design elements. Winners were selected by an expert panel
https://www.fdot.gov/info/co/news/2021/10062021COLLIER COUNTY DTWP FY 26-30
PARKWAY TO 5TH AVENUE SOUTH Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Fund Code 2026 2027, $992,000 451272-1 - SR 45 (US 41) FROM LEE COUNTY LINE TO N OF OLD US 41 Type of Work: PAVEMENT ONLY, of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030 Construction DDR, $1,810,930 Right of Way DIH $100,000 MFF $7,500,000 Railroad & Utilities MFF $2,000,000 Design Build, MFF $7,500,000 Railroad & Utilities LF $2,000,000 MFF $2,000,000 Design Build MFF $515,000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/collier-county-dtwp-fy-26-30.pdf?sfvrsn=feb052b2_1102-600RL
showing the product meets all application, design calculations (for square tube only, (up to 5 ft² in area), use 4 lb/ft posts 5. For diamond warning signs with supplement pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/errata/102-600rl.pdf?sfvrsn=e9723fb7_1Saving Lives Through Enforcement and Education - Florida Department of Transportation and Partners Launch 8th Annual Operation Southern Slow Down
woven into every design plan, every education campaign, and every traffic safety law enforced by our law, , especially on wet pavement. Remember to reduce speed in construction zones to enhance road safety
https://www.fdot.gov/info/co/news/2025/07142025RAM 2024 Redline Final
of Design, Construction, and Final Estimates, presently accepted by the Department. However, due, and is updated by the DFEO designated personnel. FEQPS is used to track IA Review results and strikes. The DFEO designated personnel will continuously update the FEQPS. 3.5 DFEO REVIEWER FUNCTIONS, , 2023TBD Review of Final Estimates Documentation 22 contingency items, and station-to-station design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/review-and-admin/ramhistory/ram-2024-redline-final.pdf?sfvrsn=4e0951fc_1RAM 2025 REDLINE
been coordinated to aid and support the Specifications, Special Provisions, and policies of Design, ) is supported by the SCO Systems Section and is updated by the DFEO designated personnel. FEQPS is used to track IA Review results and strikes. The DFEO designated personnel will continuously, contingency items, and station-to-station design requirements should be noted for comparison during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/review-and-admin/ram-2025-redline.pdf?sfvrsn=85dd411d_3PublicHearing_HILLSBOROUGH COUNTY_Summary_2026-2030
- TAMPA DISTRICT HQ- GENERATOR SITE UPGRADE(DESIGN/UPGRADE, ADP GENERATO Type of Work: FIXED, $30,000 Total for Project 453970-1 $30,000 453994-1 - TAMPA OPS CENTER-DESIGN &CONST INTERIOR RENOV, HILLSBOROUGH COUNTY LINE TO HILLSBOROUGH COUNTY LINE Type of Work: SIGNING/PAVEMENT MARKINGS Phase, . Type of Work: ADD LANES & RECONSTRUCT Phase Funding Source 2026 2027 2028 2029 2030 Design Build, & RECONSTRUCT Phase Funding Source 2026 2027 2028 2029 2030 Contract Incentives Federal $5,700,000 Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d7wpph/publichearing_hillsborough-county_summary_2026-2030.pdf?sfvrsn=277c7f4e_12024-03-12 New York Pedestrian Overpass Phase IIR - Roadway
+77.56 END PROJECT STRUCTURE PLANS LIGHTING PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY, ://www.fdot.gov/design/standardplans Standard Plans for Road Construction and associated IRs are available, SYSTEM 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 0337- 7- 83 FC-12.5, PG, PERFORMANCE TURF, SOD 0710- 11- 123 CROSSWALK AND ROUNDABOUT, 12" PAINTED PAVEMENT MARKINGS, STANDARD, Romain.Gayet@jacobs.com 3/11/2024 12:32:08 PM Signing and Pavement Markings Summary of Pay Items
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---roadway.pdf?sfvrsn=af7ea9f9_12024-03-12 New York Pedestrian Overpass Phase IIR - Roadway - Rev 1
+77.56 END PROJECT STRUCTURE PLANS LIGHTING PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY, ://www.fdot.gov/design/standardplans Standard Plans for Road Construction and associated IRs are available, PROTECTION SYSTEM 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 0337- 7- 83, - 1- 2 PERFORMANCE TURF, SOD 0710- 11- 123 CROSSWALK AND ROUNDABOUT, 12" PAINTED PAVEMENT MARKINGS, \CESSRD01.dgn Romain.Gayet@jacobs.com 3/11/2024 12:32:08 PM Signing and Pavement Markings Summary of Pay
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---roadway---rev-1.pdf?sfvrsn=f0f8d0d_144629625201-PLANS-03-SIGNALIZATION
SYSTEMS SIGNALIZATION SIGNING AND PAVEMENT MARKING ROADWAY T H E O F F I C I A L R E C, at the following website: http://www.fdot.gov/design/standardplans APPLICABLE IRs: N/A Standard, RATING OF T22 AND DESIGN LOAD 635-2-14 (CONT.): : PAY ITEM NOTES (CONT.) STONE (3/4” CLEAR, AND SHALL BE 40” X 58” X 24” WITH A 12” X 24” THROAT 670-5-110: DIRECTION, AND LANE DESIGNATION, A. PULL BOXES SHALL BE POLYMER CONCRETE CONSTRUCTION, HAVE ANSI TIER RATING OF T22 AND DESIGN LOAD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/44629625201-plans-03-signalization.pdf?sfvrsn=684d128b_144728715201-PLANS-02-SIGNING&MARKINGS
AND PAVEMENT MARKING ROADWAY LOCATION OF PROJECT STATE OF � � � No 44016 E S N E C I L E, CONTRACT NO. CONSTRUCTION NO. SHEET YEAR FISCAL 26 CITY LAKE SIGNING AND PAVEMENT MARKING PLANS, Specifications GOVERNING STANDARD PLANS: following website: http://www.fdot.gov/design, Plans for Road and SHEET DESCRIPTION SHEET NO. PAVEMENT MARKING PLANS INDEX OF SIGNING AND CONTRACT PLANS COMPONENTS JEFFREY M. JONES, P.E. FDOT PROJECT MANAGER: ENGINEER OF RECORD: PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44728715201-plans-02-signing-markings.pdf?sfvrsn=6c043f9e_143020425201-PLANS-01-ROADWAY (1)
AND PAVEMENT MARKING PLANS ROADWAY PLANS ¡ CONST. SR 684 STA. 240+34.00 END BRIDGE #130168 ¡ CONST, : http://www.fdot.gov/design/standardplans Standard Plans for Road Construction and associated IRs, ON 125TH ST. W., (C) MINIMUM K VALUE FOR SAG VERTICAL CURVE ON 125TH ST. W., 4. A DESIGN VARIATION MEMO, DURATION ASSUMPTIONS, LISTED PART 3 OF THE 2022 FDOT DESIGN MANUAL. 2. PER DIRECTION FROM DISTRICT 1, , SINCE THIS WOULD ONLY BE 1. PER COORDINATION WITH THE DISTRICT DESIGN ENGINEER NO DESIGN VARIATIONS
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_1Gov-Bd-Mtg-Minutes-10_29_2020
did not adjust the statewide PM2 targets (bridge and pavement condition) and that MPOs, as a result, , and Pavement Targets (PM2 and PM3) o Non-Interstate NHS system reliability baseline is reported, February 27, 2021: MPOs set 2021 Safety Targets New TPM Guidance FAQs with Pavement Data, transportation facilities designated on the SIS if the improvement will enhance mobility or support
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2020/gov-bd-mtg-minutes-10_29_2020.pdf?sfvrsn=f2f329aa_144653515201-PLANS-01-ROADWAY
) (PG 76-22) (1½") PAVEMENT DESIGN SIDE STREETS 57.00' (LT.) +97.67 91.83' (LT.) +28.01 DATE, C) (PG 76-22) (1½") PAVEMENT DESIGN SIDE STREETS Exist. R/W Line 57.00' (LT.) +12.78 93.26' (RT, COURSE (TRAFFIC C) (PG 76-22) (1½") PAVEMENT DESIGN SIDE STREETS 93.90' (RT.) +44.85 DATE DESCRIPTION, ½") RESURFACING SIDE STREETS TYPE FC-12.5 FRICTION COURSE (TRAFFIC C) (PG 76-22) (1½") PAVEMENT DESIGN, ½") PAVEMENT DESIGN SIDE STREETS 71.18' (RT.) +87.86 Q 57.00' (RT.) +65.35 Q 92.74' (RT.) +53.50
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44653515201-plans-01-roadway.pdf?sfvrsn=10d18004_1Special Provisions
in the Plans. SP3270100 MILLING OF EXISTING ASPHALT PAVEMENT - STOCKPILING(REV 8-17-22) (FA 2-14-00) (FY, ASPHALT PAVEMENT - EQUIPMENT(REV 12-1-93) (FY 2025-26) Use when requested by the district Construction Engineer. SP3270301 MILLING OF EXISTING ASPHALT PAVEMENT - STRUCTURAL PAVE BACK(REV 8-17-22) (FA, CEMENT CONCRETE PAVEMENT (COLORED CONCRETE)(REV 5-11-16) (FA 5-12-16) (FY 2025-26) Use when, Conventional Design Bid-Build Construction jobs with letting October 1, 2025 through June 30, 2026
https://www.fdot.gov/specifications/special-provisions