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Z/Server Dependent Production Applications

Inventory PCM Project Cost Management PCR Pavement Coring Reporting PPS Personnel / Payroll System STP

https://www.fdot.gov/it/mfdependentapplications.shtm

MOT Session

installations and removal or covering of existing signs • Installation and removal of pavement markings, or a combined system • Alternative to temporary pavement for Pedestrian or Bicycle Special Detour, Process Review Findings • Common Issues • Device Quality • Pavement Marking Issues • Pedestrian, had conflicting pavement markings. Index 102-600, Sheet 8 requires the removal of existing pavement, conflicting pavement markings. Index 102- 600, Sheet 8 requires the removal of existing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/mot-session.pdf?sfvrsn=87d1d53a_1

1600100FHWA

to the stabilization operation. 160-2.1.2.1 Reclaimed Asphalt Pavement: When Reclaimed Asphalt Pavement (RAP, not meet the required criteria, reject the material. 160-2.2.2 Reclaimed Asphalt Pavement (RAP, Reclaimed Asphalt Pavement (RAP) Blended Material: RAP blended material is defined as material meeting, shown in the Plans. Construct mainline pavement lanes, turn lanes, ramps, parking lots, concrete, such as pavement lanes, turn lanes, ramps, parking lots, concrete box culverts, emergency shoulder use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/1600100fhwa.pdf?sfvrsn=4a3c6a5f_1

430-001

9 / 2 6 / 2 0 2 5 1 2 : 5 6 : 2 4 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX H Edge of Pavement Edge of Shoulder Endwall Edge of Shoulder Edge of Pavement Normal Slope Variable Front Slope Drainage Pipe O f f s e t D i t c h Ditch Bottom Ditch Bottom Ditch Bottom Edge of Pavement Edge of Shoulder Endwall Endwall Drainage Pipe Edge of Shoulder Edge of Pavement Normal Slope Variable Front

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/430-001.pdf?sfvrsn=1c4bc15a_1

Glades Draft Tentative WP_FY27-31

$25,855,014 451267-1 - SR 29 FROM HENDRY COUNTY LINE TO N OF SR 78 Type of Work: PAVEMENT ONLY

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/glades-draft-tentative-wp_fy27-31.pdf?sfvrsn=614b5355_1

Hardee Draft Tentative WP_FY27-31

(US 17) FROM S OF HEARTLAND WAY TO N OF HILTON RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/hardee-draft-tentative-wp_fy27-31.pdf?sfvrsn=aaf8353c_1

SPI-521-005

Curb: Call for where required for flexible pavement, per Index 521-005, Index 520-001

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-005.pdf?sfvrsn=df33b583_1

SPI-521-001

Separations: The shoulder pavement may be lowered up to 3” on one or both sides of a barrier as described in Index 521-001 . The resulting pavement gutter line will be located beneath the barrier’s sloped, is then increased by up to 3”. Note that the actual pavement lowering dimensions are determined by the Engineer, LBR 40’ as linked to the Flexible Pavement Design Manual . If shoulder rocking or minor grade

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-001.pdf?sfvrsn=aadaf7bc_1

TP-12-19-25FuelAllocations

1,495.869 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 1,804.500 0.000 4,454.408 43546145201

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/dec19/tp-12-19-25fuelallocations.pdf?sfvrsn=5d92324a_1

Exhibit 914-1

WIDTH • SHOULDER CROSS SLOPE • PAVEMENT CROSS SLOPE 3. DESIGN VARIATIONS ARE BEING PROCESSED

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-914-1.pdf?sfvrsn=c66124cf_2

Exhibit 913-5

TYPICAL SECTION TRAVEL LANES AND SHOULDER PAVEMENT ") (PG 76-22) 2 1 FRICTION COURSE FC-12.5 (TRAFFIC

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-5.pdf?sfvrsn=89d0a576_2

D4-12-05-25FuelAllocationReport

Description Gasoline Diesel Quantity Gasoline Diesel 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/dec05/d4-12-05-25fuelallocationreport.pdf?sfvrsn=d3358ef_1

SP0040100LS-i19696

field conditions; to provide a safe and functional connection to an existing pavement; to settle

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/workbook/sp0040100ls-i19696.pdf?sfvrsn=ab6f441b_1

roadwaytemplate

FORECASTING REPORT (check workmix) 25 139 20-Aug-25 23-Sep-25 G.HYNES 153010 PERFORM PAVEMENT SURVEY (check workmix) 40 124 20-Aug-25 14-Oct-25 G.CURRY 197010 PAVEMENT DESIGN (check workmix) 5 124, AMENDMENT TRAFFIC FORECASTING REPORT (check workmix) PERFORM PAVEMENT SURVEY (check workmix) PAVEMENT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d3/roadwaytemplate.pdf?sfvrsn=13aeffca_1

D3-01-08-26BSN

sidewalk, curb and gutter, ditch pavement, driveways, inlet tops, curb ramps and mitered end slabs, 200.000 0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 500.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN, - CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 100.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 1,400.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 25.000 0524- 1- 29 CONCRETE DITCH PAVEMENT, 4", REINFORCED SY 25.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED SY

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/jan08/d3-01-08-26bsn.pdf?sfvrsn=c6f34513_1

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