7444 search results for Pavement
20230518_448785-1_SR 404_70004
" indicates full depth crack to the base. EOP = Edge of Pavement In lieu of MP for Ramp Cores, Location Distance Measured in Feet from Ramp Gore Crack Extent: L= Light; M= Moderate; S= Severe Pavement, Path Pavement Layer (in.) State of Florida Department of Transportation PAVEMENT EVALUATION, depth crack to the base. EOP = Edge of Pavement In lieu of MP for Ramp Cores, Location Distance Measured in Feet from Ramp Gore Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20230518_448785-1_sr-404_70004.pdf?sfvrsn=a7c9e689_1E4W69
of , but are not limited to, pavement reconstruction, milling and resurfacing, ADA- features improvements, mid-block crossings, traffic calming features, signing and pavement markings, signalization, lighting, MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 20,872.000 0327- 70- 34 MILLING EXISTING ASPHALT PAVEMENT, 8" AVG DEPTH SY 349.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 65.600 0337
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2023/dec01/e4w69.pdf?sfvrsn=231dc1c9_1E21F5-RFP-Addendum01Summary-12-8-23
Page 1 of 1 SR 212 (Beach Blvd.) from Cedar Swamp Creek to Brougham Avenue Drainage Improvements Duval County, Florida Financial Project Number(s): 432849-1-52-01 & 432849-1-52-02 Federal Aid Project Number(s): D221-013-B Contract Number: E21F5 Addendum #1 – December 8, 2023 RFP Revisions: Page Revision 5 Removed language related to exotic plants. 6-7 Updated Schedule of Events. 34 Removed pavement marking eradication language. 34-35 Removed detour design language. Bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/design-build/e21f5/e21f5-rfp-addendum01summary-12-8-23.pdf?sfvrsn=9931d77d_120231030_450890-1_SR 37_16250
450890-1 Polk SR No.: Paved Roadway ID: 16250000 Overall Pavement Condition (from DMO field review): Fair Lawn Curb & Gutter (Y/N): Y Other: CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) BASE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County, 450890-1 Polk SR No.: Paved Roadway ID: 16250000 Overall Pavement Condition (from DMO field review): Fair Lawn Curb & Gutter (Y/N): Y Other: CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) BASE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231030_450890-1_sr-37_16250.pdf?sfvrsn=a0e5c31d_1E21L1-R0
, curb and gutter, ditch pavement, ADA ramps, etc., as listed in the bid items within the state, - MISCELLANEOUS ASPHALT PAVEMENT TN 5.000 0425- 1-205 INLETS, CURB, TYPE 9, PARTIAL EA 1.000 0425, AND DRIVEWAYS, 6" THICK SY 500.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 120.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED SY 55.000 0527- 2- DETECTABLE WARNINGS SF 20.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/jan17/e21l1-r0d52169cf78fd4bd88c7ad47d2f4fedc7.pdf?sfvrsn=79dc22d0_1E21C3-R0
, sidewalks, driveways, curb and gutter, ditch pavement, ADA ramps etc., as listed in the bid items within, 25.000 0120- 2- 2 BORROW EXCAVATION, TRUCK MEASURE CY 30.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN, 0522- 2- CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 200.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 200.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED SY 20.000 0527- 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/feb15/e21c3-r0.pdf?sfvrsn=b6c2c4f0_1E51F5
this Contract consist of Adding Lanes & Rehabilitate existing Pavement, Milling & Resurfacing, Drainage Improvements, Curb & Gutter, Sidewalk, TrafficSignals, Signing/Pavement Markings, and Lighting, 0285-709-OPTIONAL BASE, BASE GROUP 09SY1,388.000 0327- 70- 1MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTHSY40.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY9,223.000 0334- 1- 13SUPERPAVE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/mar05/e51f5.pdf?sfvrsn=558eae48_1E3W06
" GM 0.386 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 52.000 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 0.386 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, YELLOW, SOLID 6" GM 0.386 0918-712-130 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, BLACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/mar14/e3w06.pdf?sfvrsn=ddc56bde_1Future Course Interest
FAPA Home Course Home About CBTs Course Resources Course Materials Florida Airports in Motion Florida's Aviation System Pavement Management FAPA Airport Performance Register Now Future Course Interest Interested in learning about a future FAPA course? Please fill out this form to receive information on upcoming courses as soon as it is available. Individuals who fill out this form will then be contacted with course details
https://www.fdot.gov/aviation/fapa/future-course-interestE8V03BidTabs
walls, soundwall repairs, cleaning, coating, sealing, concrete spalls, slope pavement repair, and other, , INC Units ( ) indicates item is bid as Lump Sum 0001 (CONCRETE SLOPE PAVEMENT JNT REPAIR (LF, item is bid as Lump Sum 0001 (CONCRETE SLOPE PAVEMENT JNT REPAIR (LF SECTION: 0035 E101 72, 90,000.00 1,000.00000 30,000.00 0045 E524 2 1 CONCRETE SLOPE PAVEMENT REPAIR 10.000 CY 80.00000, SLOPE PAVEMENT JNT REPAIR (LF) $311,800.00 $368,500.00 476,200.00 Contract Grand Totals: Page 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/feb13/e8v03bidtabs.pdf?sfvrsn=e56afc33_1E57C0
Cleaning & Ditch Pavement Installation Limits: Midpoint Project(s):42795717256(*) Federal Aid No: N, of concrete ditch pavement and ditch cleaning in various locations on Department maintained roadways, PAVEMENT, 6" SY 214.000 0430-984-125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 4.000 0520- 5- 11, " THICK SY 13.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 4,138.000 Page 22 Bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/apr02/e57c0.pdf?sfvrsn=a41c74b7_1444008-4 Phase IIR Changes
and associated Typical Section Details • Provided the quantities II. Signing and Pavement Marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/444008-4-phase-iir-changes.pdf?sfvrsn=d117156d_1E8U91
or resurfacing existing pavement, minor drainage improvements, lighting, signing and pavement, , BASE GROUP 13 SY 842.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY, C, FC-12.5, PG 76 -22 TN 230.600 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 11.600 0425- 1-503
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jun11/e8u912326bb6aef974ec29597bd10ca174236.pdf?sfvrsn=71b1f59e_1SPI-546Series
, payment for ground-in rumble strips is separate from any accompanying permanent pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-546series.pdf?sfvrsn=be13c551_3D1-07-18-24BSN
and resurfacing, pavement markings and signalization along SR 600 (US 92) from Schalamar Creek Drive to West, - 2- MOWING AC 135.020 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 9,005.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 20,727.000 0327- 70- 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH SY 48,810.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, 2,833.800 0570- 1- 2 PERFORMANCE TURF, SOD SY 9,773.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/jul18/d1-07-18-24bsn.pdf?sfvrsn=ef1ae2ed_1TP-08-13-24FuelAllocation
ESTIMATED FUEL ALLOCATION DETAIL Proposal No.: E8V11 Project No.: 44971115201 * Item Year: 13 District: 08 County/Section: 71470000 Conversion Factors DSL3, GAS3 Gallons Item No. Alt. Unit Pay Item Description Gasoline Diesel Quantity Gasoline Diesel 0120- 1- CY REGULAR EXCAVATION 0.0000 0.3256 3,563.800 0.000 1,160.373 0120- 6- CY EMBANKMENT 0.0000 0.2422 788.500 0.000 190.975 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 2,019.200 0.000 4,984.395 44971115201 JOB TOTAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/aug13/tp-08-13-24fuelallocation.pdf?sfvrsn=58db6a28_1Exhibit 220-3
TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT R R 06/03/2024 EXHIBIT 220-3 RAILROAD CROSSING AT URBAN MULTILANE ROADWAY WITH TURN LANE M e d i a n M e d i a n Dimensions not shown for clarity, see Exhibit 220-1. Construction Line (For Reference) RDE Pavement Marking RPM Spacing at 10' Maximum 24" White W10-1 6" Yellow 6" White Bike Lane R8-8 Railroad Gate 24" White Intersections Signalized For Use Near
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-220-3.pdf?sfvrsn=14e08f33_1Exhibit 913-1
Exhibit 913-1 2-Lane Flush Shoulder Date: 1/1/2025 SHOULDER PAVEMENT TRAFFIC DATA R/W LINE LIMITS OF CONSTRUCTION STANDARD CLEARING AND GRUBBING LIMITS OF CONSTRUCTION R/W LINE � CONST. TRAVEL LANES R/W 124' SMOOTHNESS CLASS 3 STA. 10+00.00 TO STA. 98+40.00 SR 22 TYPICAL SECTION SHOULDER PAVEMENT DETAIL ") (PG 76-22) 2 1 FRICTION COURSE FC-12.5 (TRAFFIC C) (1 TYPE SP, VARIES LBR 40 TYPE B STABILIZATION 12" PAVEMENT DETAIL. SHOULDER SEE PAVEMENT SHOULDER 5' 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-1.pdf?sfvrsn=f4732e18_1Exhibit 913-8
TRAFFIC DATA SOD 1'-4" 84' 5' TRAVEL LANES 24' TRAVEL LANES SHOULDER PAVEMENT NATURAL GROUND NATURAL GROUND PAVEMENT DETAIL. SHOULDER SEE 4" 0 . 0 2 SHOULDER PAVEMENT DETAIL 1 : 6 LBR, SECTION 2'-8'' SOD OPTIONAL BASE PAVEMENT SHOULDER 10' 3 . 5 ' 4" FRICTION COURSE 38
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-8.pdf?sfvrsn=20c9a7fc_1Redlines Exhibit 913-1
Exhibit 913-1 2-Lane Flush Shoulder Date: 1/1/2025 SHOULDER PAVEMENT TRAFFIC DATA R/W LINE LIMITS OF CONSTRUCTION STANDARD CLEARING AND GRUBBING LIMITS OF CONSTRUCTION R/W LINE � CONST. TRAVEL LANES R/W 124' SMOOTHNESS CLASS 3 STA. 10+00.00 TO STA. 98+40.00 SR 22 TYPICAL SECTION SHOULDER PAVEMENT DETAIL ") (PG 76-22) 2 1 FRICTION COURSE FC-12.5 (TRAFFIC C) (1 TYPE SP, VARIES LBR 40 TYPE B STABILIZATION 12" PAVEMENT DETAIL. SHOULDER SEE PAVEMENT SHOULDER 5' 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-1.pdf?sfvrsn=87defcb6_1