7444 search results for Pavement
WP 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_11100000.impl
such protruding objects, buildings, structures, appurtenances, existing flexible asphalt pavement, and other, pavement and base, drainage structures, culverts, and pipes. Remove all other obstructions resting, concrete sidewalks or other pavement, septic tanks, and any other appurtenances, by any practical, by manually or mechanically operated pavement breakers, by concrete saws, by chipping hammers, concrete pavement, sidewalk, slope pavement, ditch pavement, curb, and curb and gutter, where shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/1100000.impl.pdf?sfvrsn=1173854e_020250401_446042-3_SR121_27030
= SEPARATED RAV = RAVEL SPA = SPALL GRIND = GRINDING SEV = SEVERE SHOV = SHOVING Pavement Evaluation, e l P a t h Pavement Layer C o r e L e n g t h ( i n . ) B a s e T y p, e e l P a t h Pavement Layer County: BAKER NA Section No: 27030000 9.321 End MP:16.404 Length:7.083 4' / 5' Pavement Evaluation Coring and Condition Data Cored By: NICNEVOL Mainline State, t L a n e W h e e l P a t h Pavement Layer County: BAKER NA Section No: 27030000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/27/20250401_446042-3_sr121_27030.pdf?sfvrsn=aa5c9233_1wwd-joint-bulletin_revised-doc-310046356
for signing and pavement marking and advanced countermeasure installation at exit ramp intersections, shield pavement marking in left-turn lanes extending from the far-side ramp intersection through, pavement message in outside lane approaching the ramp exit. 8) Install a pair of Light-emitting Diode, with the following: 7.2.11 Exit Ramp Intersections The standard for signing and pavement marking, where applicable. 6) Include a straight arrow and interstate shield pavement marking in left-turn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/wwd/wwd-joint-bulletin_revised-doc-310046356.pdf?sfvrsn=474acf63_1Program Management Bulletin 19-03
for signing and pavement marking and advanced countermeasure installation at exit ramp intersections, shield pavement marking in left-turn lanes extending from the far-side ramp intersection through, pavement message in outside lane approaching the ramp exit. 8) Install a pair of Light-emitting Diode, with the following: 7.2.11 Exit Ramp Intersections The standard for signing and pavement marking, where applicable. 6) Include a straight arrow and interstate shield pavement marking in left-turn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2019/program-management-bulletin-19-03.pdf?sfvrsn=5f457c9d_1programmanagementbulletin19-03
for signing and pavement marking and advanced countermeasure installation at exit ramp intersections, shield pavement marking in left-turn lanes extending from the far-side ramp intersection through, pavement message in outside lane approaching the ramp exit. 8) Install a pair of Light-emitting Diode, with the following: 7.2.11 Exit Ramp Intersections The standard for signing and pavement marking, where applicable. 6) Include a straight arrow and interstate shield pavement marking in left-turn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2019/programmanagementbulletin19-03.pdf?sfvrsn=50f9933f_1Historical Item Averages Market Area 01
11,840.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 4 $54.97 $482,627.34 8,780.000 CY N SPECIAL, N TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 3 $2,157.14 $15,100.00 7.000, MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 2 3 $3.81 $38,550.42 10,106.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 0327 70 4 4 $3.01 $430,876.87 143,205.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 6 $2.06 $1,055,791.34 513,087.000 SY N MILLING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-01.pdf?sfvrsn=d3643e0d_6E4Y51-R0BidTabs
0339 1 MISCELLANEOUS ASPHALT PAVEMENT 2.000 TN 520.00000 1,040.00 1,000.00000 2,000.00 $1,040.00, $52,425.00 $63,000.00 Section Totals: 0010 OUTFALL DITCHES, CLEAN AND REPAIR (LF) 0011 (PAVEMENT STRIPING, , SKIP, 6" 21.000 LF 10.00000 210.00 10.00000 210.00 $810.00 $810.00 Section Totals: 0011 PAVEMENT, LLC Units ( ) indicates item is bid as Lump Sum 0012 (PAVEMENT SYMBOLS (SF SECTION: 0205 0711, 500.00 40.00000 800.00 0225 E711 3 1 PAVEMENT MESSAGES (THERMOPLASTIC) 10.000 SF 35.00000 350.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/bidtabs/2026/jan09/e4y51-r0bidtabs.pdf?sfvrsn=e914a82e_1PCSVD3A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED, OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT, ----------------------------------------------------------------------------------------------------------------------------------- "*" INDICATES PAVEMENT DEFICIENT (ANY, PAVEMENT DEFICIENT (ANY RATING EB US 90(16.7R) 8.8 4134251 16.530 20.763 C 2009 0012
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcsvd3a.pdf?sfvrsn=f064cbb0_1