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E6P76

SY 439.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 3,960.000 0334- 1- 13, - 3 RAISED PAVEMENT MARKER, TYPE B EA 97.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.045 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 219.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 56.000 0710- 11-170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/sep25/e6p76.pdf?sfvrsn=35733894_1

E58F1BidTabs

MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 68,295.000 SY 2.50000 170,737.50 3.25000 221,958.75 1.65000 112,686.75 0090 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 53,088.000, ASPHALT PAVEMENT, 4" AVG DEPTH 64,216.000 SY 3.10000 199,069.60 4.11000 263,927.76 3.25000 208,702.00 0100 0327 70 23 MILLING EXISTING ASPHALT PAVEMENT, 6" AVG DEPTH 1,432.000 SY 9.50000, PAVEMENT 115.200 TN 245.00000 28,224.00 315.23000 36,314.50 201.15000 23,172.48 Page 3 of 19 Tabulation

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/sept3/e58f1bidtabs.pdf?sfvrsn=a9c33fc8_1

7100401IndustryCommentResponse

of Pavement Markings and instructs where to apply durable nose paint (see 711- 001 Sheet 7 of 13). ACTION, to the pavement markings for the final asphalt or concrete pavement surface and, thus, should not include, rather than the final pavement surface. RESPONSE: Thank you for your comments. Island Nose Paint is currently listed and paid for in Section 710 under “ Item No. 710 Painted Pavement Markings ”, indicating that the Department currently considers them a pavement marking. The intent

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/comments-responses/7100401industrycommentresponse.pdf?sfvrsn=b5106b89_2

E51F4

of Groveland. The main objective of the project is to extend the service life of the existing pavement, the construction of curbed islands, reconstruction of sidewalks, signing and pavement marking, signalization, PANELED180.000 0102- 78- 1TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA140.000 0102, 0285-707-OPTIONAL BASE, BASE GROUP 07SY205.000 0327- 70- 4MILLING EXISTING ASPHALT PAVEMENT, 3" AVG, CABINET, REMOVE EXISTING CABINETEA2.000 0710- 11-101PAINTED PAVEMENT MARKINGS, STANDARD, WHITE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/feb06/e51f4.pdf?sfvrsn=e7afa4c6_1

20240105_450771-1_SR 9 (I-95)_70225

" indicates full depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET Core No. MP Distance from left edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base Crack Project No.: 450771-1-32-01 Cored, (%) Comments Remarks: Crack Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20240105_450771-1_sr-9-(i-95)_70225.pdf?sfvrsn=fc0b7b9a_1

E58F7

signals, signing & pavement markings on State Road 5 from south of Fay Boulevard to north of Fay, ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,314.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4, WARNINGS SF 101.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 497.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 51.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.158 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e58f7.pdf?sfvrsn=e167c628_1

BroomDenise-MicroStationPlanSummaryBoxesForReviewers

• Mailboxes • Earthwork • Geotechnical Items • Turnouts • Pavement • Misc. Pavement • Walls • Box, Separators • Sidewalk & Detectable Warnings • Permanent Driveways • Ditch Pavement • Guardrail, of Geotechnical Items Summary of Turnouts • To include ALL roadway pavement related pay items (asphalt and/or concrete) • Does not include Miscellaneous Asphalt. • Do not include pavement marking pay items. These go on the Tabulation of Quantities sheets in the Signing & Pavement Marking Plans component

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/broomdenise-microstationplansummaryboxesforreviewers.pdf?sfvrsn=5befc78c_2

Historical Item Averages Market Area 09

RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 1 $.01 $.10 10.000 LO N TEMPORARY CRASH, $3.10 $643,244.80 207,328.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 0327 70 4 3 $3.22 $716,325.38 222,652.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 2 $13.69 $58,678.28 4,286.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 0327 70 6 7 $3.21 $564,045.50 175,629.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 0327 70 7 1 $3.90

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-09.pdf?sfvrsn=e0659659_5

DEV102-990WZCD (eff 7-1-25 thru 12-31-25)

on the device at a readily visible location. Sheeting used on devices and pavement markings, at least one stake or bolt into the underlying pavement or bridge deck. All other units, including, attachment scars to permanent structures and pavements after barrier removal. Make necessary, structures and pavements after crash cushion removal. Make necessary repairs due to defective, by the Engineer. Repair any damage to the existing pavement caused by the removal of temporary

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev102-990wzcd-(eff-7-1-25-thru-12-31-25).pdf?sfvrsn=afd62e0_2

1020000.origind

pavement markings for maintenance of traffic (MOT) in construction areas. Provide any other special, a hazard to any traffic during the performance of the work, and repair any damage to existing pavement, ..........................................Section 970 Temporary Retroreflective Pavement Markers…Section 990, typically used for base, including reclaimed asphalt pavement (RAP) material, and having stability, qualifications specified in Section 105. 102-5.8 Conflicting Pavement Markings: Where the lane use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1020000.origind.pdf?sfvrsn=4a9fdaf9_0

20230206_444807-1_SR 55_13130

% of the coring locations. For pavement design assume 12 inches of thickness for stabilization. 3. The cross, . Lane Designations Crack Type Crack Rating Extent Pavement Condition Lane Type Curb & Gutter (Y/N): Y All Cores - 13130000 PAVEMENT LAYER (IN.) BASE CRACK 2.388 0.506 Outside: N Overall Pavement, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored By: M.Cornwell, P. Zydek, thickness was checked on 10% of the coring locations. For pavement design assume 12 inches

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20230206_444807-1_sr-55_13130.pdf?sfvrsn=e432877b_1

E3W76

, highway signing, pavement markings, sidewalk replacement, and other incidental construction under, ASPHALT PAVEMENT, 1" AVG DEPTH SY 5,536.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 42,899.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 276.000 0334, FRICTION COURSE,TRAFFIC B, FC-9.5, PG 76- 22 TN 3,348.300 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT, CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 160.000 0527- 2- DETECTABLE WARNINGS SF 527.000 0530- 3

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/may09/e3w76.pdf?sfvrsn=335ec549_1

9700000-122FHWA

MATERIALS FOR RAISED PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. Dear Mr. Nguyen: We are submitting, are proposed by Kenneth Bergum to add requirements for epoxy adhesive for use with Raised Pavement Markers, to raised pavement markers to the Standard Specification. This revision is associated with revised, Builders' Assoc. State Construction Engineer 9700000 All Jobs MATERIALS FOR RAISED PAVEMENT, : SECTION 970 MATERIALS FOR RAISED PAVEMENT MARKERS AND BITUMINOUS ADHESIVE 970-1 Raised Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9700000-122fhwa.pdf?sfvrsn=ecd5334f_2

E3Y63-R0BidTab

): Contract: Contract Time: Vendor Ranking MIDWAY OPS MAINT - PAVEMENT MARKING MAINTENANCE, laying out modifications to existing pavement markings. Mobilization is incidental to other pay items, , LEON Counties: 42215127286 (*) Fed Aid No: MIDWAY OPS MAINT - PAVEMENT MARKING MAINTENANCE N, , LLC Units ( ) indicates item is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM, (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0020 0102909 TEMPORARY RAISED RUMBLE STRIPS- PER DAY

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/apr10/e3y63-r0bidtab.pdf?sfvrsn=b6584b44_1

SS9710000

for pavement markings shall meet the following performance requirements. Theinitialdaytime chromaticity, of a reflective surface, creating night visibility of the pavement markings without altering day, produce an adherent, reflective pavement marking capable of resisting deformation by traffic, r e f l e c t i v i t y : T h e white and yellow pavement markings shall attain an initial, of the white and yellow pavement markings at the end of the six month service life shall not be less than 150

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9710000.pdf?sfvrsn=39c0ef50_0

E53D9BidTabs

Counties: BREVARD, ORANGE, E53D9-R0 Contract: Contract Time: Vendor Ranking Pavement, and refurbishment of thermoplastic pavement markings, painted pavement markings and RPMs on various Department, is required to have at least three (3) years of experience in the performance of Pavement Markings, in "Pavement Markings" will suffice to meet the above requirements. 730 CALENDAR DAYS OSCEOLA, VOLUSIA Project(s): 44410017220 (*) Fed Aid No: Pavement Markings N/A Contract Descr: Unit Price

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/jul01/e53d9bidtabs.pdf?sfvrsn=53bf06e7_1

E56D1BidTabs

: Vendor Ranking PAVEMENT MARKINGS Project(s): 44410017224 (*) N/A Page 1 of 1 09/11/2025, of removal and installation of pavement markings and reflective pavement markers on Department, to have at least three (3) years of experience in the performance of Pavement Markings, . A Contractor that presently has a certificate of prequalification with the Department in "Pavement, , ORANGE, OSCEOLA, SEMINOLE, SUMTER, VOLUSIA Counties: 44410017224 (*) Fed Aid No: PAVEMENT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/sept3/e56d1bidtabs.pdf?sfvrsn=e1d618a0_1

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