4651 search results for pavement design
D6-10-26-23BSN
A contractor who performs a constructability review on a design contract or who participates, ARROW PANEL ED 400.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA, MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 7,000.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 3,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 5,000.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 2,000.000 0334
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/oct26/d6-10-26-23bsn.pdf?sfvrsn=fc2a8b4e_1D5-01-04-24BSN
a constructability review on a design contract or who participates in a value engineering study, ,STANDARD- CONCRETE SURFACES, WHITE, SOLID,6" GM 0.080 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 50.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (44985615201) LS 1.000 0711- 16-101, - 1- MAINTENANCE OF TRAFFIC (44316915201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, WARNING ARROW PANEL ED 150.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jan04/d5-01-04-24bsn.pdf?sfvrsn=f2f69240_1TP-03-12-24BSN-30Day
a constructability review on a design contract or who participates in a value engineering study workshop or cost, PAVEMENT (44206215201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 740.000 0102- 60- WORK ZONE, PAVEMENT, 3" AVG DEPTH SY 690.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 113,220.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 195,136.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 4,857.000 0334- 1- 13 SUPERPAVE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/mar12/tp-03-12-24bsn-30day.pdf?sfvrsn=1958f784_1D5-11-05-24BSN
A contractor who performs a constructability review on a design contract or who participates, ), pavement markings (detectable warnings, painted, thermoplastic, RPM), signing (single-column, multi, EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 9,064.000 0327- 70- 3 MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG DEPTH SY 10,822.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 5,918.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 321,374.000 0334- 1- 13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/nov05/d5-11-05-24bsn.pdf?sfvrsn=2f35f61a_1MANATEE COUNTY DTWP FY 26-30
Railroad & Utilities LF $7,000,000 Design Build ACBR $157,469,956 BNBR $26,705,424 DS $637,200, HARBOR PARKWAY TO E OF LORRAINE RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026, TO SR 64 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030, $1,459,926 452623-1 - SR 70 FROM W OF 87TH ST TO E OF LAKEWOOD RANCH BLVD Type of Work: PAVEMENT, Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030 Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/manatee-county-dtwp-fy-26-30.pdf?sfvrsn=3bcbe36d_1D5-02-04-25BSN
A contractor who performs a constructability review on a design contract or who participates, /DRIVEWAY BASE- OPTIONAL MATERIALS SY 288.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 12,295.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 62,945.000, Description Unit Quantity 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 91,366.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 731.000 0327- 70- 22
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/feb4/d5-02-04-25bsn.pdf?sfvrsn=5e42f4de_4D4-03-07-25BSN
on a design contract or who participates in a value engineering study workshop or cost risk analysis, PAVEMENT TN 1.000 0425- 4- INLETS, ADJUST EA 6.000 0425- 5- MANHOLE, ADJUST EA 6.000 0425- 15- 41, SHOULDER, UP TO 24" BEYOND PAVEMENT LF 500,000.000 Page 9 Bid Solicitation Notice - Proposal Item, of retro-reflective pavement markers on State roadways in Martin, St. Lucie, and Indian River Counties, PAVEMENT STRIPING (LARGE MACHINE) (LM) 0711- 11-102 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/mar07/d4-03-07-25bsn.pdf?sfvrsn=52584af_1TP-06-10-25BSN
who performs a constructability review on a design contract or who participates in a value, (41821455201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (41592745201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (41821455201) LS 1.000 0102- 2-300 SPECIAL DETOUR, EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 42,149.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 300,615.000 0327- 70-107 MILLING EXIST ASPHALT PAVEMENT AND LIMEROCK 5.25" SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jun10/tp-06-10-25bsn.pdf?sfvrsn=bedb2129_1fdot-bdv30-977-30-rpt
professionals and designed scenarios to test how it could be used in planning practice. Key takeaways, transportation system resilience. Pavement condition, airport pavement condition, seaport infrastructure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv30-977-30-rpt.pdf?sfvrsn=ee3633a1_1BDV30 977-30_Resilience_Index
professionals and designed scenarios to test how it could be used in planning practice. Key takeaways, transportation system resilience. Pavement condition, airport pavement condition, seaport infrastructure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/resilience/bdv30-977-30_resilience_index.pdf?sfvrsn=4515d8fb_1fdot-bdv29-977-61-rpt
study staff. However, planning and design staff thinks that such analysis may add unacceptable, program interface, and modeling complex intersection and interchange designs. About 20% specified, the congestion level of the average days. Thus, the use of the average day for making highway design decisions for example can result in the under-design of the facility. ASSESSMENT OF AVAILABLE SIMULATION, the parameters of microscopic simulation models on the assessment of the impacts of these design features
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv29-977-61-rpt.pdf?sfvrsn=fc553b23_544787415201-PLANS-03-SIGNAL
PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS GOVERNING STANDARD SPECIFICATIONS: http, APPLICABLE IRs: IR - - following website: http://www.fdot.gov/design/standardplans Standard, . 646-1-11, 646-1-12: BOXES SHALL BE PLACED A MINIMUM OF 7’ FROM THE EDGE OF PAVEMENT. PULL BOXES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44787415201-plans-03-signal.pdf?sfvrsn=95a1395a_19320103int
/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual No Structures Manual, and Workbook are effective July 1st every year. NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT, specimens shall be taken as follows: One joint every 100 feet of pavement, not to exceed 500 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9320103int.pdf?sfvrsn=16a0335a_19320103ind
/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual No Structures Manual, and Workbook are effective July 1st every year. NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT, specimens shall be taken as follows: One joint every 100 feet of pavement, not to exceed 500 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9320103ind.pdf?sfvrsn=51ab7486_119-08-Dilmore-AI-Current-Potential-Future-Use-Cases
of systems engineering, systems architecture standards, interoperability, and standardization for design, • Automating Traffic Counts • Pavement Management Powered by AI Redirecting Federal Funds • Redirecting, : Random Forest models identify surface degradation from LCMS images, enhancing pavement maintenance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-08-dilmore-ai-current-potential-future-use-cases.pdf?sfvrsn=3e03821b_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, 2028 2029 2030 2031 Design Build State $2,313,059 Preliminary Engineering State $340,090 $100,000
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_1D4 Public Hearing Report 2027 - Broward
. OF I-95 Type of Work: ADD LANES & RECONSTRUCT Phase Fund Code 2027 2028 2029 2030 2031 Design Build, PAVEMENT MARKINGS & SIGNING Type of Work: SIGNING/PAVEMENT MARKINGS Phase Fund Code 2027 2028 2029, 434711-7 - BROWARD COUNTY PAVEMENT MARKINGS & SIGNING Type of Work: SIGNING/PAVEMENT MARKINGS Phase Fund, : INTERCHANGE - ADD LANES Phase Fund Code 2027 2028 2029 2030 2031 Design Build ACNP $68,883,280, 2029 2030 2031 Design Build ACNP $334,000 $333,000 Right of Way ACNP $132,657 Total for Project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2027---broward.pdf?sfvrsn=a2e3d2cd_4D4 Public Hearing Report 2025 - Broward
for Project 449599-1 $300,000 449603-1 - NORTH PERRY AIRPORT TAXIWAY M PAVEMENT REHABILITATION, And Passenger Operations Program: Aviation 449615-1 - POMPANO BEACH AIRPARK DESIGN NEW AIR TRAFFIC, $4,890,500 451531-1 - FORT LAUDERDALE EXECUTIVE AIRPORT -TAXIWAYS RUN-UP AREA DESIGN Type of Work, - NORTH PERRY AIRPORT TAXIWAY M PAVEMENT Type of Work: AVIATION PRESERVATION PROJECT Phase Fund, 451533-1 $913,000 451535-1 - POMPANO BEACH AIRPARK- DESIGN RUNWAY 6-24 REHAB WITH MARKING UPDATE Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2025---broward.pdf?sfvrsn=79e63609_3441955-1-22-02_ Final Public Meeting Summary1
McKirdy, P.E. District 4 Pavement Design Engineer Project Manager Florida Department, in Broward County, Florida. Kris McKirdy, P.E. District 4 Pavement Design Engineer Project Manager, ͕Planning and Urban Design, Better Streets Broward͕Samuel Berrens (Intern) ▪ Better Streets Broward, Highway. Response, there would be sufficient space considered in the design phase. ▪ Commenter, . Response, the budget will be developed in the design phase. ▪ Commenter asked about the width
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/us1gatewaypde/441955-1-22-02_-final-public-meeting-summary1.pdf?sfvrsn=8a9e1358_1fdot-bdv25-977-40-rpt
other type of crash. Despite providing the necessary “DO NOT ENTER” and “WRONG WAY” signs and pavement, vehicle detection (at non-designated parking areas) • Vehicle classif ication • License plate, worked with all involved parties to complete the collection of freeway WWD data at the designated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/wwd/fdot-bdv25-977-40-rpt.pdf?sfvrsn=32efe4f6_1