7444 search results for Pavement
Estimates Bulletin 15-01
, Stefanie Maxwell , Deanna Carro ll, Chris Lewis Pavement Marking Guidance Thi s bulletin updates the pay items , in coordination with Roadway Design Bulletin 15-02 , for the selection of pavement, wide task team to c larify and agree on the proper pavement marking material se lection for each, , to be consistent across the various pavement marking sections. REQUIREMENTS I . Meet, for Pavement Marking Materia ls Selection. 2. Meet the requirem ents of Estimates Bu lletin l5-02
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpc/2015/estimates-bulletin-15-01.pdf?sfvrsn=ed0e504d_1Program Management Bulletin 22-01
) and permanent pavement markings are two low-cost safety countermeasures that will be mandatory, pavement marking materials per FDOT Design Manual, Chapter 230 and Audible Vibratory Treatments per, agencies are using painted pavement markings, which are recommended for temporary use and have a service life of approximately 6 to 18 months. Painted pavement markings that are not maintained, public. The use of permanent pavement markings will enhance visibility and provide a service life
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2022/program-management-bulletin-22-01.pdf?sfvrsn=f380e339_1Documents and Publications
Treatment Guidelines (PDF-1MB) History of Florida Pavement Condition Survey (PDF-135KB) I - J, Pavement Condition Survey - Flexible Handbook (PDF-2.9MB) Pavement Condition Survey - History (1973-Present) (PDF-908KB) Pavement Condition Survey - Rigid Handbook (PDF-1.69MB) Pit Proctor
https://www.fdot.gov/materials/navigation/documents.shtmE58F3BidTabs
ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 19,378.000 SY 3.75000 72,667.50 3.00000 58,134.00 5.40000, RAISED PAVEMENT MARKER, TYPE B 350.000 EA 5.00000 1,750.00 4.50000 1,575.00 6.00000 2,100.00 0105 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 1.886 GM 1,850.00000 3,489.10 2,150.00000 4,054.90 3,172.31000 5,982.98 0110 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, 5.16000 3,023.76 0115 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/sept3/e58f3bidtabs.pdf?sfvrsn=2833246c_1Exhibit 220-1 Redlines
8 ft, have been omitted for clarity required traffic control devices Some pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-220-1-redlines.pdf?sfvrsn=15e477e8_3Exhibit 913-1
Exhibit 913-1 2-Lane Flush Shoulder Date: 1/1/2026 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/2026/exhibit-913-1.pdf?sfvrsn=1a3d9f60_1Exhibit 220-1
8 ft, have been omitted for clarity required traffic control devices Some pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-220-1.pdf?sfvrsn=d21aab55_2Exhibit 220-4
TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT R R 01/01/2026 EXHIBIT 220-4 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 220-2. 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/2026/exhibit-220-4.pdf?sfvrsn=7e49eeb6_220240729_450873-1_SR 572_16011
PAVEMENT 5 0.597 ML R1 Y 2.0 2.9 4.9 3.0 12.0 F SOUTHBOUND, NEW PAVEMENT 6 0.639 ML R1 Y 1.1 1.2, RR N 1.2 3.2 4.4 11.0 12.0 F SOUTHBOUND, NEW PAVEMENT 22 0.597 S OR N 2.0 2.5 4.5 4.5 12.0 F SOUTHBOUND, NEW PAVEMENT 23 0.323 S OL N 1.4 1.4 5.5 12.0 F NORTHBOUND 24 0.030 TL LL Y 1.2 1.6 1.0 0.5, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20240729_450873-1_sr-572_16011.pdf?sfvrsn=239baec9_1Exhibit 913-8
LANES 24' TRAVEL LANES SHOULDER PAVEMENT NATURAL GROUND NATURAL GROUND PAVEMENT DETAIL. SHOULDER SEE 4" 0 . 0 2 SHOULDER PAVEMENT DETAIL 1 : 6 LBR 40 STABILILZATION TYPE B 0 . 0, PAVEMENT SHOULDER 10' 3 . 5 ' 4" FRICTION COURSE 38' AT NO ADDITIONAL COMPENSATION OF OPTIONAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-8.pdf?sfvrsn=cb79f152_2TEO_2026_TEM_Bulletin_25-01
3.8.2 - General and referenced FDM 200.4.1 for guidance. • CHAPTER 4: MARKINGS 4.2 – PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS ▪ Added guidance under Section 4.2.3 - Route Shield Pavement Markings, – (Selection Criteria) Beacons and Signals. ▪ Updated dimensions for the Pedestrian In-Pavement, – (Treatment Options) Pavement Markings. COMMENTARY All revisions in this bulletin will ensure accurate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2026/teo_2026_tem_bulletin_25-01.pdf?sfvrsn=390c40a4_120251022_432259-5_SR9_72280
LR = 9.1"3.9"B IIIS P Stationing taken off plan provided by RS&H; Pavement change at Sta. 912+52; Asphalt/Concrete pavement change at approx. Sta. 917+18. Pavement Evaluation Coring and Condition, r e N u m 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, *LRTTLY 3.6 3.6 LR 3.6B II M P 34 and 35 are on Spring Park Rd. Pavement Evaluation Coring, L a n e W h e e l P a t h Pavement Layer C o r e L e n g t h ( i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20251022_432259-5_sr9_72280.pdf?sfvrsn=422d4530_1E6Q14
, regrouting the shear keys between the slab units, restoring the existing asphalt pavement including the pavement markings, as well as replacing the nosing and expansion joints for the entire bridge in Miami, - FLOATING TURBIDITY BARRIER LF 100.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH, NOSING FOR BRIDGE DECK EXPANSION JOINT CF 42.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 20.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2026/jan29/e6q14.pdf?sfvrsn=d13f0384_1E21R3-R0
) 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 8,000.000 0327- 70- 10 MILLING EXISTING ASPHALT PAVEMENT, 5" AVG DEPTH SY 7,000.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 4,000.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 136.000 0337- 7, THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 8" GM 0.100 E706- 1- 42 REFLECTIVE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2026/feb18/e21r3-r0.pdf?sfvrsn=aee1ddfe_1335-construction-04warrantyspecs
PMG 335 CONSTRUCTION PROJECT MANAGEMENT PAGE 1 OF 1 PROJECT MANAGEMENT GUIDE 11/30/2022 Warranty Specifications The FDOT has developed performance-based warranty and guarantee specifications that are now being incorporated in design-build projects and all asphalt and concrete pavement, turf, and landscape projects. The contract documents specify that the contractor provide these assurances. Under these specifications, the contractor assumes a much greater role in the quality control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/pmg/335-construction-04warrantyspecs.pdf?sfvrsn=e3cb8b58_120240606_441105-1_SR _02000027
Notes: Pavement Condition G - Good F - Fair TL - Turn Lane ML - Mainline R1 - 1st Lane Right, - Moderate L - Light WEST COLBERT CT Inside: Shoulder Type and Condition: Overall Pavement Condition, on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) CITRUS SR No.: Paved STATE OF FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/02/20240606_441105-1_sr-_02000027.pdf?sfvrsn=10d53319_120201216_442414-1_SR9_72020
Section 72020000 Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 12/14-16/20 Page, e l P 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, Pavement Layer C o r e L e n g t h Pavement Evaluation Coring and Condition Data Cored, 72020000 Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 12/14-16/20 Page, 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 L e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20201216_442414-1_sr9_72020.pdf?sfvrsn=bd8bdd64_120240820_209469-4_SR202_72292
+/- = Core performed just off Approach / Leave Slab Pavement Evaluation Coring and Condition Data, P o s t L a n e W h e e l P a t h Pavement Layer C o r e L e n g t h B, a t h Pavement Layer C o r e L e n g t h Pavement Evaluation Coring and Condition Data, 1.7 1.2 2.9 LR F Pavement change 62' Remarks: Pavement Layer Ramp # 72292267: Hodges Blvd to SR202 EB ON Pavement change 1430' Light raveling Pavement change 50' Pavement Layer Ramp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20240820_209469-4_sr202_72292.pdf?sfvrsn=499108e5_1E8V66
) including roadway, drainage, signing and pavement markings, lighting, signalization, ITS, bridge, TRAFFIC RAILING- BRIDGE, 36" SINGLE-SLOPE LF 4,954.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON, (44276425201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44276425201) LS 1.000 0102- 2-300, ED 5,582.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 11,897.000, /DRIVEWAY BASE- OPTIONAL MATERIALS SY 2,997.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr15/e8v66.pdf?sfvrsn=a432ae8a_1