7241 search results for Pavement
D4-07-11-25BSN
, pavement markings (RPM, painted, thermoplastic), signing (single post, single column), lighting, 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44844615201) LS 1.000 0102- 2-300 SPECIAL, /RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 572.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED, BASE- OPTIONAL MATERIALS SY 151.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 17,677.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 50,423.000 0334- 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/jul11/d4-07-11-25bsn.pdf?sfvrsn=ba9dd01c_1fdot-bed25-977-16-rpt
to extract key roadway features such as crosswalks, pavement markings, ADA-compliant facilities, relationships between crash frequency, injury severity, pavement marking visibility, and annual average, ), Aerial Imagery, Roadway Assessment, Pavement Markings, Cost-Benefit Analysis, Safety 18, assessments, analyzed crash risks linked to pavement markings and traffic volume, confirmed economic, ................................................................... 19 2.3 Impact of Pavement Marking Quality on Pedestrian and Bicycle Crashes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-16-rpt.pdf?sfvrsn=8547306f_32026FDM122VarExcept
and pavement markings associated with the lane width exception. 122.5.2.3 Mitigation Potential, the ability to stay within the lane: (a) Wide, recessed, or raised pavement markings (b) Delineators (c, ) To improve the ability to stay within the lane: (a) Wide, recessed or raised pavement markings (b, are: (1) To provide advanced warning: (a) Signing (b) Pavement marking messages (c) Dynamic curve, (b) Skid-resistant pavement (c) Enhanced pavement markings (d) Lighting (e) Audible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm122varexcept.pdf?sfvrsn=82c8a96_82026FDM122VarExcept
and pavement markings associated with the lane width exception. 122.5.2.3 Mitigation Potential, the ability to stay within the lane: (a) Wide, recessed, or raised pavement markings (b) Delineators (c, ) To improve the ability to stay within the lane: (a) Wide, recessed or raised pavement markings (b, are: (1) To provide advanced warning: (a) Signing (b) Pavement marking messages (c) Dynamic curve, (b) Skid-resistant pavement (c) Enhanced pavement markings (d) Lighting (e) Audible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm122varexcept.pdf?sfvrsn=c229234b_2E59F0BidTabs
& Resurfacing, Curb and Gutter, Sidewalk, Signing/Pavement markings, Lighting, Traffic Signal work, 18,525.00000 18,525.00 0110 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 305.000, PAVEMENT, 2" AVG DEPTH 86,673.000 SY 2.80000 242,684.40 3.00000 260,019.00 1.95000 169,012.35, ( ) indicates item is bid as Lump Sum 0001 Roadway SECTION: 0120 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 207.00 0280 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 5,660.000 EA 4.70000 26,602.00 4.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/dec02/e59f0bidtabs.pdf?sfvrsn=cc0af938_1FMTP24
and Performance o Heavy volume roads were identified as well as areas with poor pavement conditions - Technical Memorandum 4: Issues and Needs o Calls out stakeholder mentions of poor pavement, Highway Pavement Conditions NHS Interstate: 73.4% of pavement is in Good condition; 26.4% is in Fair condition; 0.3% is in Poor condition; NHS Non-Interstate: 48.8% of pavement is in Good condition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/fmtp24/fmtp24.pdf?sfvrsn=e7fa3bab_2E8U74BidTabs
improvements, noise walls, signing and pavement markings, lighting, signalization, ITS, and landscaping, Roadway SECTION: 0025 0102 2200 SPECIAL DETOUR- TEMPORARY PAVEMENT 44622315201 (65449.000) SY (LS, 2200 SPECIAL DETOUR- TEMPORARY PAVEMENT (37917.000) SY (LS) 1,500,000.00000 1,500,000.00, ASPHALT PAVEMENT, 1" AVG DEPTH 14,385.000 SY 3.52000 50,635.20 4.00000 57,540.00 3.75000 53,943.75 0330 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 13,391.000 SY 4.40000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/may10/e8u74bidtabs.pdf?sfvrsn=597f514f_1E3X20-R0BidTab
and/or replacement of reflective pavement markers, thermoplastic stripes and symbols in Jackson, on each work document. A Contractor Experience in Pavement Markings Form, No. 850-070-06 is required, PAVEMENT MARKINGS, STANDARD, WHITE, ISLAND NOSE 50.000 SF 5.00000 250.00 15.00000 750.00 5.00000 250.00 0020 0710 11290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE 50.000 SF, ON CONCRETE PAVEMENT, MESSAGE OR SYMBOL 2.000 EA 1,500.00000 3,000.00 2,500.00000 5,000.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2023/sep14/e3x20-r0bidtab.pdf?sfvrsn=c02b983b_1WP FEATURED PROJECTS 2023
lanes (in three locations) to accommodate bicycle keyhole lanes, pavement reconstruction at selected locations to address base failure, guardrail additions and upgrades, and signing and pavement marking, and applying appropriate pavement markings including red surface treatments on the lanes, for resiliency of the corridor, extend and preserve the service life of the pavement for future transportation, drainage infrastructure, signalization, lighting, signing, pavement markings, and landscape improvements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d6_documents/wp-featured-projects-2023.pdf?sfvrsn=f4151df9_1E54B3BidTabs
: District 5 District: The Improvements under this Contract consist of pavement milling, manholes, valve covers and pull boxes due to the pavement resurfacing on State Road A1A from MP 26.162, MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 106,308.000 SY 2.50000 265,770.00 3.00000 318,924.00 3.89000 413,538.12 0100 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH, ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 18,407.000 SY 2.00000 36,814.00 2.00000 36,814.00 3.30000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2023/oct03/e54b3bidtabs.pdf?sfvrsn=a49a1fee_1Chapter10
will travel. Detour lanes, whether constructed in a median or off an outside edge of pavement, often, details in the plans for placing sandbags or temporary asphalt curb along outside edges of pavement, = Manning’s roughness coefficient (see Table B-2, Appendix B) Sx = Pavement cross slope, in ft/ft SL, values for several pavement widths and slopes using the approach described above. For sag vertical, ”) Slots Pavement Width Cross Slope Longitudinal Slope = 0.3% Longitudinal Slope = 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/chapter10.pdf?sfvrsn=b59fcf77_5E8U30
- TEMPORARY PAVEMENT (43366315201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 20,315.000 0102- 89- 1 TEMPORARY CRASH, 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 18,231.000 0327- 70- 11 MILLING EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/mar12/e8u30.pdf?sfvrsn=ebf44284_1453559-1_ESAL
County: Lee Type of Work: Pavement Resurfacing From MP: 22.397 - 23.836 Per your request, 453559-1-52-01 Lee 12075000 Pavement Resurfacing 1 A: Interpolation B: Enter Growth Rate A C, with an X) FLEXIBLE PAVEMENT RIGID PAVEMENT SN = 5/THICK SN = 12/THICK 1.050 1.600 0.900 X 1.270 0.960 1.350 0.890 1.220 (1) Equivalency Factors are based on Updated Pavement Damage Factors, (ESAL's) to be used for pavement design on this project. I hereby attest that these have been developed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25121/453559-1_esal.pdf?sfvrsn=b24baa_1FDOT-MSE-RW-Workflow
width needed in front of the End Bent Cap for the concrete slope pavement from the MSE Wall. Create, __________________________________________________________________________ FDOTConnectXX.XX OpenRoads Designer 31 23. Create a Target for use with the Concrete Pavement Slope Template, OpenRoads Designer 24. Create a new profile for the Concrete Pavement Slope Template Target, This training example assumes that a Roadway Corridor “Backbone” with Shoulder Pavement has, Pavement Template shown below. ______________________________________________________Create a Roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/obm/fdot-mse-rw-workflow.pdf?sfvrsn=ce8064d4_220240605_208411-9_SR247_29090
of Transportation PAVEMENT EVALUATION CORING AND CONDITION DATA SHEET Cored/Logged By: Meskel, LANE WHEEL PATH (Y or N) PAVEMENT LAYER (in.) BASE CRACK PAVT. COND. RUT DEPTH (in.) CROSS, By: State of Florida Department of Transportation PAVEMENT EVALUATION CORING AND CONDITION DATA SHEET, Project ID: 208411-9 From: SR 93 (I-75) Inside: N/A RUT DEPTH (in.) PAVEMENT LAYER (in.) BASE, of Transportation PAVEMENT EVALUATION CORING AND CONDITION DATA SHEET Meskel & Associates Engineering
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/29/20240605_208411-9_sr247_29090.pdf?sfvrsn=779bf4d5_1PublicHearing_MARION COUNTY_Summary_2025-2029
$350,000 Total for Project 438417-1 $437,500 438427-1 - MARION AIRFIELD PAVEMENT IMPROVEMENTS Type, for Project 438477-1 $6,500,000 440780-1 - MARION-OCALA INTL AIRFIELD PAVEMENT REHABILITATION Type of Work, (BELLVIEW) Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029, 80TH AVE TO SW 52ND AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026, $30,086,158 450951-1 - SR 40 FROM 25TH AVE TO NE 64TH AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_marion-county_summary_2025-2029.pdf?sfvrsn=9fb3c816_1E6O75BidTabs
6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 2,000.000 SY 20.00000 40,000.00 25.00000, ASPHALT PAVEMENT, 3/4" AVG DEPTH 800.000 SY 18.00000 14,400.00 25.00000 20,000.00 75.00000, 320,000.00 0135 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 10.000 TN 2,000.00000 20,000.00 1,000.00000, 1,000.000 SY 30.00000 30,000.00 30.00000 30,000.00 42.60000 42,600.00 0185 0710 11101 PAINTED PAVEMENT, 7,920.00000 7,920.00 0190 0710 11102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/oct24/e6o75bidtabs.pdf?sfvrsn=e9da4ccb_1TP-12-19-24BSN
, signing/pavement markings, overhead signing, lighting, intelligent transportation systems, toll plaza, , PEDESTRIAN/BICYCLE, 27" HEIGHT LF 1,841.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY, (43619415201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43619415201) LS 1.000 0102, 13,205.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 13,573.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 12,032.000 0327- 70- 8 MILLING EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/dec19/tp-12-19-24bsn.pdf?sfvrsn=ab934fcf_1TP-01-17-25BSN
/pavement markings, overhead signing, lighting, intelligent transportation systems, toll plaza, /BICYCLE, 27" HEIGHT LF 1,841.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 1,439.000, (43619415201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43619415201) LS 1.000 0102- 2-300, MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 13,573.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 22,537.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan17/tp-01-17-25bsn.pdf?sfvrsn=944cdf11_1452826-1_ESAL
County: Lee Type of Work: Pavement Resurfacing From MP: 2.997 - 4.778 Per your request, ID: 9D47B890-4DE6-425C-BC99-CEDC63F56CE0 452826-1-52-01 Lee 12004000 Pavement Resurfacing 1, % Mid-Year to Design-Year 5.70% (selected with an X) FLEXIBLE PAVEMENT RIGID PAVEMENT SN = 5/THICK, are based on Updated Pavement Damage Factors Memorandum, dated December 1, 2000. Lane Factors developed, kip Equivalent Single Axle Loads (ESAL's) to be used for pavement design on this project. I hereby
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/452826-1_esal.pdf?sfvrsn=62e36f87_1