7241 search results for Pavement
E1X13-R0
PAVED SHOULDER, UP TO 24" BEYOND PAVEMENT LF 10,000.000 Page 12 Bid Solicitation Notice - Proposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/may16/e1x13-r0.pdf?sfvrsn=e7c941da_1E1X11-R0
STRIPS SY 5,000.000 E577- 71- BLADING PAVED SHOULDER, UP TO 24" BEYOND PAVEMENT LF 54,656.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/may16/e1x11-r0.pdf?sfvrsn=1556f22b_1Staff Directory
Skip to main content INDEX A-Z Search Staff Directory District Materials Office Contacts D1-7 Materials | D2 Materials| D3 Materials | D4-6 Materials | D5 Materials | Turnpike Materials District Materials Engineers (DMREs) Additional Information Florida Center for Pavement Excellence Contacts
https://www.fdot.gov/materials/administration/resources/contacts/staffdirectory.shtmSPI-700-102
SHS . Refer to FDM 230 for criteria on signing and pavement marking. Plan Content Requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-700-102.pdf?sfvrsn=70eb08c_2Ad 25119 TRC Marketing Presentation_TRC Updates_2
Miscellaneous Structures – 7.1 Signing, Pavement Marking, and Channelization – 7.3 Signalization, and turn lanes – Signing and Pavement Markings – Survey, SUE, Utility Coordination – Geotechnical – Environmental • Issues and Concerns – Drainage – Pavement Design – MOT – S afety Ad, – Signing and Pavement Markings – Contract Management – Studies • Jonah.Johnson@dot.state.fl.us
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25119/ad-25119-trc-marketing-presentation_trc-updates_2.pdf?sfvrsn=2f0e1997_1TP-07-09-24FuelAllocation
ESTIMATED FUEL ALLOCATION DETAIL Proposal No.: E8V43-R0 Project No.: 44888617202 * Item Year: 13 District: 08 County/Section: Conversion Factors DSL3, GAS3 Gallons Item No. Alt. Unit Pay Item Description Gasoline Diesel Quantity Gasoline Diesel 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 20.000 0.000 49.370 44888617202 JOB TOTAL: 0.000 49.370 (*) Indicates lead project Page 1 of 2 In preparing bids for this project, the Department of Transportation will make contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jul07/tp-07-09-24fuelallocation.pdf?sfvrsn=584739b7_1E4X37
(milling, resurfacing, miscellaneous), guardrail (general, remove, end treatment), pavement markings, OF TRAFFIC (44768015201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44768015201) LS 1.000, - 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 74,455.000 0334- 1- 12 SUPERPAVE, , PG 76- 22 TN 6,197.400 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 5.800 0400- 0- 11 CONCRETE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jul12/e4x37.pdf?sfvrsn=e43a13da_1E53F6
/Pavement Markings on SR 416 (Silver Star Rd.) from Princeton Street to SR 500 (US 441), in Orange, PAVEMENT (44880115201) LS 1.000 0102- 4- 1 PEDESTRIAN OR BICYCLE SPECIAL DETOUR (44880115201) LS 1.000, 74.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 52,054.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,861.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/aug06/e53f6.pdf?sfvrsn=68f0cf37_120240430_446122-1_SR200_28010
b e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer C o r e, OF STARKE 2 State Road No.: SR 200 N/A Shoulders Pavement Evaluation Coring and Condition Data Cored, OF STARKE 2 State Road No.: SR 223 N/A Shoulders Pavement Evaluation Coring and Condition Data Cored, a t h Pavement Layer C o r e L e n g t h B a s e T y p e Crack P a v e m e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/28/20240430_446122-1_sr200_28010.pdf?sfvrsn=cd0ff6e1_120230111_448739-1_SR 44_11002
Street State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET, of lane (ft) Lane Wheel Path Pavement Layer (in.) Base Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br= Branch, of Pavement * Core numbers 7, 8, & 9 were obtained outside of th eproject limits, therefore may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/11/20230111_448739-1_sr-44_11002.pdf?sfvrsn=85b62ccd_1E8V43BidTabs
BEACH, TURNPIKE E8V43-R0 Project(s): Contract: Contract Time: Vendor Ranking PAVEMENT EDGE SILT, : 44888617202 (*) Fed Aid No: PAVEMENT EDGE SILT REMOVAL - ZONE1 N/A Contract Descr: Unit Price, SECTION: 0005 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 20.000 TN 2,000.00000 40,000.00 320.00000, (ASPHALT REPAIR (MANUAL) (TN SECTION: 0005 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 20.000 TN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/jul09/e8v43bidtabs.pdf?sfvrsn=fc59f59b_1Exhibit 211-2
3 0 ° Alternate Guardrail Alignment PLAN VIEW LEGEND: Sign Crash Cushion Barrier (36"x36") R3-4 (36"x18") FTP-65-06 additional pavement may be required. 3. For lane and median configurations other than the 6-lane, 40-foot median shown here, adjustments in turn radii or 2. Minimum turning radius for SU vehicle shown, and were generated by AutoTURN. 001. 1. Provide Yellow RPMs placed outside yellow edge line in advance of crossover as shown in Standard Plans, Index 706
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-211-2.pdf?sfvrsn=a8ea46b1_1Exhibit 230-9
F O R H E R E S T O P A H E A D LEGEND Bike Lane Direction of Traffic FOR MIDBLOCK CROSSWALKS TYPICAL SIGNING AND PAVEMENT MARKING NOT TO SCALE 01/01/2024 EXHIBIT 230-9 A W 1 6 - 7 p L W 1 1 - 2 R 1 - 5 b L W 1 1 - 2 W 1 6 - 9 p W 1 1 - 2 W 1 6 - 7 p L W 1 1 - 2 A 40' Solid White 100' of 6" Solid White 100' of 6" 40' A W 1 6 - 7 p L W 1 1 - 2 W 1 1 - 2 200 250 300 36 To 45 26 To 35 25 Or Less
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-230-9.pdf?sfvrsn=81a198a1_1Exhibit 230-10
A H E A D A H E A D 1 0 0 0 F E E T S C E N E I C T R A I L F L O R I D A N A T I O N A L UPPER CHIPOLA TRAIL LEGEND Direction of Traffic FOR FLORIDA NATIONAL SCENIC TRAILS TYPICAL SIGNING AND PAVEMENT MARKING 01/01/2024 EXHIBIT 230-10 UPPER CHIPOLA TRAIL 1 0 0 0 F E E T S C E N E I C T R A I L F L O R I D A N A T I O N A L NOT TO SCALE 500' 500' RS-068 TRAIL MARKER W 1 6 - 7 P L W 1 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-230-10.pdf?sfvrsn=2c20abc8_1Exhibit 910-3
: 1/1/2024 CONTRACT PLANS COMPONENTS PAVEMENT MARKING PLANS INDEX OF SIGNING AND SHEET NO. SHEET DESCRIPTION ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND GOVERNING STANDARD, 1 . d g n SIGNING AND PAVEMENT MARKING PLANS 123456-1-52-01 FINANCIAL PROJECT ID BAY COUNTY, ARCHITECTURAL LANDSCAPE LIGHTING INTELLIGENT TRANSPORTATION SYSTEMS SIGNALIZATION SIGNING AND PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-910-3.pdf?sfvrsn=3e93fd86_1Ch8SuperelevationQA
with the pavement rotation. This may need to be setup in your template manually. Q: Do we receive MicroStation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/ch8superelevationqa_945d4662-ebfc-4135-858c-c3cebfb7e572.pdf?sfvrsn=18b194f_0Exhibit 211-2
3 0 ° Alternate Guardrail Alignment PLAN VIEW LEGEND: Sign Crash Cushion Barrier (36"x36") R3-4 (36"x18") FTP-65-06 additional pavement may be required. 3. For lane and median configurations other than the 6-lane, 40-foot median shown here, adjustments in turn radii or 2. Minimum turning radius for SU vehicle shown, and were generated by AutoTURN. 001. 1. Provide Yellow RPMs placed outside yellow edge line in advance of crossover as shown in Standard Plans, Index 706
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-211-2.pdf?sfvrsn=4a8f5b84_1Exhibit 230-9
F O R H E R E S T O P A H E A D LEGEND Bike Lane Direction of Traffic FOR MIDBLOCK CROSSWALKS TYPICAL SIGNING AND PAVEMENT MARKING NOT TO SCALE 01/01/2024 EXHIBIT 230-9 A W 1 6 - 7 p L W 1 1 - 2 R 1 - 5 b L W 1 1 - 2 W 1 6 - 9 p W 1 1 - 2 W 1 6 - 7 p L W 1 1 - 2 A 40' Solid White 100' of 6" Solid White 100' of 6" 40' A W 1 6 - 7 p L W 1 1 - 2 W 1 1 - 2 200 250 300 36 To 45 26 To 35 25 Or Less
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-230-9.pdf?sfvrsn=21927256_1Exhibit 230-10
A H E A D A H E A D 1 0 0 0 F E E T S C E N E I C T R A I L F L O R I D A N A T I O N A L UPPER CHIPOLA TRAIL LEGEND Direction of Traffic FOR FLORIDA NATIONAL SCENIC TRAILS TYPICAL SIGNING AND PAVEMENT MARKING 01/01/2024 EXHIBIT 230-10 UPPER CHIPOLA TRAIL 1 0 0 0 F E E T S C E N E I C T R A I L F L O R I D A N A T I O N A L NOT TO SCALE 500' 500' RS-068 TRAIL MARKER W 1 6 - 7 P L W 1 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-230-10.pdf?sfvrsn=207f7884_1Exhibit 910-3
: 1/1/2024 CONTRACT PLANS COMPONENTS PAVEMENT MARKING PLANS INDEX OF SIGNING AND SHEET NO. SHEET DESCRIPTION ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND GOVERNING STANDARD, 1 . d g n SIGNING AND PAVEMENT MARKING PLANS 123456-1-52-01 FINANCIAL PROJECT ID BAY COUNTY, ARCHITECTURAL LANDSCAPE LIGHTING INTELLIGENT TRANSPORTATION SYSTEMS SIGNALIZATION SIGNING AND PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-910-3.pdf?sfvrsn=cef84b59_1