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SS4250000

of the proposed pavement, or if outside of the proposed pavement area, to the finished grade

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4250000.pdf?sfvrsn=1ffce066_0

Dimensions: The delineator shall have a height of 36 inches above the pavement surface and have, the pavement surface and have a minimum dimension of 2 inches. 993-2.6.2 Post Base: The base shall

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9930206.fhwa.pdf?sfvrsn=916c8823_0

Workbook

) Change(s) to: 8-3. SP0080307SDRB Jobs with Asphalt Pavement, concrete pavement, landscape, PAVEMENT. (REV 1-3-94) (1-10) Change(s) to: 160-3. SP1600300 Only when called for PREDESIGNED, ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-10) Insert Information Required. Change(s) to: 327-1, ASPHALT PAVEMENT. (REV 12-1-93) (1-10) Change(s) to: 327-2. SP3270200 Use when requested, ) (FA 7-1-09) (1-10) Change(s) to: 700. SS7000000 All Jobs 701 AUDIBLE AND VIBRATORY PAVEMENT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/workbook.pdf?sfvrsn=4ee1cb26_0

1021121.FHWA

No. 102- 78- Temporary Retroreflective Pavement Markers - each. Item No. 102- 79- Lights,Temporary, - Type B) - per each per day. Item No. 102- 78- Temporary Retroreflective Pavement Markers - each

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1021121.fhwa.pdf?sfvrsn=96f67423_0

D2-05-21-25FuelAllocations

3,418.782 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 214.200 0.000 528.753 44928675201, - CY EMBANKMENT 0.0000 0.2422 774.000 0.000 187.463 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/d2-05-21-25fuelallocations.pdf?sfvrsn=f04bc578_3

Constructability Phase Checklist

Updated: 02/18/2020 □ Pavement Design Package  Rigid and Flexible Pavement Design Manuals

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d4lap/projectmanagementanddistrictresources/design/archive/constructability-phase-checklist.pdf?sfvrsn=e4dd307d_2

D3-06-12-25FuelAllocationReport

PAVEMENT 0.0000 2.4685 13.400 0.000 33.078 21791095201 JOB TOTAL: 0.000 68,413.187 (*) Indicates lead, PAVEMENT 0.0000 2.4685 50.000 0.000 123.425 42378117237 JOB TOTAL: 0.000 1,990.781 (*) Indicates lead

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/d3-06-12-25fuelallocationreport.pdf?sfvrsn=9d95b7cf_1

E57F9BidTabs

90,000.00 127.71000 153,252.00 0080 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 100.000, PAVEMENT, 1 1/2" AVG DEPTH 100.000 SY 70.00000 7,000.00 200.00000 20,000.00 50.21000 5,021.00

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/jun03/e57f9bidtabs.pdf?sfvrsn=e13f0e_1

BridgeRepairRehabPaintingTemplate

OF SERVICES 5 4 02-Jul-25 08-Jul-25 197010 PAVEMENT DESIGN FOR ROADWAY RECONSTRUCTION (Approach Slab, OF SERVICES PAVEMENT DESIGN FOR ROADWAY RECONSTRUCTION (Approach Slab Only) DESIGN ENCUMBRANCE Design

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d3/toolbox/bridgerepairrehabpaintingtemplate.pdf?sfvrsn=305b0ba2_9

TP-09-09-25BSN

for new construction of an emergency access ramp, shoulder pavement widening, drainage improvements, signing/pavement markings, and ITS improvements along SR 91 (Florida s Turnpike) from MP 184.083 to MP, , concrete slope pavement and other miscellaneous concrete repair, at various locations along, - MISCELLANEOUS ASPHALT PAVEMENT TN 15.000 0350- 5- CLEANING & SEALING JOINTS- CONCRETE PAVEMENT LF, , STEEL LF 20.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 20.000 0530- 1-100 RIPRAP

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/sep09/tp-09-09-25bsn.pdf?sfvrsn=e9c89bb6_1

E8W24

necessary for new construction of an emergency access ramp, shoulder pavement widening, drainage improvements, signing/pavement markings, and ITS improvements along SR 91 (Florida s Turnpike) from MP

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/sep09/e8w24.pdf?sfvrsn=ba9f6fd1_1

Program Management Bulletin 20-04

signalization, signing, pavement, pavement markings and other miscellaneous roadway deficiencies for a pre

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2020/program-management-bulletin-20-04.pdf?sfvrsn=527b5678_1

cao-bulletin-20-01-and-pm-bulletin-20-04-bid-factor-pb-and-19-02

signalization, signing, pavement, pavement markings and other miscellaneous roadway deficiencies for a pre

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2020/cao-bulletin-20-01-and-pm-bulletin-20-04-bid-factor-pb-and-19-02.pdf?sfvrsn=121bc45b_1

programmanagementbulletin19-02

state roadway deficiencies at various locations concerning signalization, signing, pavement, pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2019/programmanagementbulletin19-02.pdf?sfvrsn=bd2c78bf_1

2026FDM270PlantingDesign

or Ditch Pavement (d) Concrete Bridge Embankments (e) Light Poles (f) ITS Poles and Devices (g, or replace existing soil. (2) Potential damage to pavement from growing roots. (3) Accumulation

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm270plantingdesign.pdf?sfvrsn=c9e65fa7_2

2026FDM900NexGenPlans

. • All related surfaces for automated machine guidance (AMG) milling and pavement operations, as a whole number. • Cross Slopes (e.g., pavement, shoulder surfaces, sidewalks, bridge decks

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm900nexgenplans.pdf?sfvrsn=10f4fa0e_2

Exhibit 913-1 Redlines

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 STRUCTURAL COURSE (TRAFFIC C) (2") OPTIONAL BASE GROUP 8 ") (PG 76-22) 2 1 FRICTION COURSE FC-12.5

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-1-redlines.pdf?sfvrsn=948d6602_2

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