7241 search results for Pavement
E1X69BidTabs
, Pavement Markings, loop assemblies and Curb Ramp Replacement on State Road 600 (US 92 / US 17, : 0125 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 164,293.000 SY 2.19000 359,801.67 1.53000 251,368.29 2.90000 476,449.70 0130 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2, 138,126.70 3.51000 91,997.10 5.41000 141,796.10 0175 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 5,556.000 EA 4.11000 22,835.16 5.50000 30,558.00 3.63000 20,168.28 0180 0710 11101 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/aug21/e1x69bidtabs.pdf?sfvrsn=c47161f8_1E58F9BidTabs
/Pavement Markings on State Road 500 (US 441) from Lakeshore Boulevard to Lake Eustis Drive, 3,456.00 24.30000 9,331.20 0070 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH, ASPHALT PAVEMENT, 2" AVG DEPTH 31,050.000 SY 1.85000 57,442.50 2.30000 71,415.00 3.20000, ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 13,645.000 SY 3.75000 51,168.75 8.55000 116,664.75 3.95000 53,897.75 0085 0327 70 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH 985.000 SY 18.30000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/dec02/e58f9bidtabs.pdf?sfvrsn=d7902a3a_12021FDM210ArterialsCollectors
Lanes Design criteria for lane widths and pavement slopes are given by lane type, design speed, between the on-street parking spaces and the travel lane. 210.2.4 Pavement Cross Slopes, as shown in Figure 210.2.1 , which prescribes standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross slopes do not meet the requirements, – Arterials and Collectors Figure 210.2.1 Standard Pavement Cross Slopes All Travel Lanes One
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2021/2021fdm210arterialscollectors.pdf?sfvrsn=74f8a505_320230626_4477021_SR589_14470
crack observed approximately 14' long. Pavement delamination observed between layers, . 4.711.5 4.7A -F 5.410.5 Pavement delamination observed between layers at an approximate depth, 1622.84R2 1522.67R2RWP ----F 5.111.0 1422.59R2RWP Pavement delamination observed between layers at an approximate depth of 3.0 inches. Crack depth noted is measured from bottom of pavement core upwards (i.e. bottom up crack). 2.4-- - --F Pavement delamination observed between layers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/14-pasco/20230626_4477021_sr589_14470.pdf?sfvrsn=c8158924_120230609_448937-1_ SR 25_09010
DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, ) PAVEMENT LAYER (IN.) HIGHLANDS SR No.: Paved BASE 9.790 16.317 Lawn Y Curb & Gutter (Y/N): N, of Horn Rd S of Shoreline Dr Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., Mainline Cores (ML) PAVEMENT LAYER (IN.) HIGHLANDS SR No.: Paved BASE 9.790 16.317 Lawn Y Curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20230609_448937-1_-sr-25_09010.pdf?sfvrsn=725eb99b_120231211_450337-1_SR 60_10140
N 1.0 3.2 4.2 19.8 F STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, ) PAVEMENT LAYER (IN.) Hillsborough SR No.: Paved Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section: 1: MAINLINE 10/3/2023 Lanes: W, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., /N): 4.250 450337-1 CRACK Mainline and GORE Cores (ML/GO) PAVEMENT LAYER (IN.) Hillsborough SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20231211_450337-1_sr-60_10140.pdf?sfvrsn=ff20789b_12014eBook
Pavement......................................... 202 BASE COURSES 200 Rock Base, ...................................................................................... 217 283 Reclaimed Asphalt Pavement, , SURFACE COURSES AND CONCRETE PAVEMENT 300 Prime and Tack Coats, , and Equipment .......................................... 242 327 Milling of Existing Asphalt Pavement, ...................................................................... 287 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/ebook/2014ebook.pdf?sfvrsn=5b53a99b_420230822_448041-1_SR 586_15009
: 15009000 E OF FISHER RD Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, 448041-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) PINELLAS SR No.: Paved: Y STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., : 15009000 E OF FISHER RD Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, ): 0.323 448041-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) PINELLAS SR No.: Paved: Y STATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20230822_448041-1_sr-586_15009.pdf?sfvrsn=2da4c2d6_120231017_443255-1_SR105_72250
L1 O 1.5 3.5 5.0 LR 1.0B II M P Pavement change in Lanes R1/2: MP 5.293, 5.430, 5.580, 5.867, 5.890, 6.182 Pavement change in Lanes L1/2: MP 5.289, 5.507, 5.626, 5.870, 6.202 L2 patch: 4.070, L2, /trailing edge of pavement at the leave/approach slab Pavement Evaluation Coring and Condition Data, 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 Layer, 3.3 LR F +/- Indicate distance from leading/trailing edge of pavement at the leave/approach slab 88
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20231017_443255-1_sr105_72250.pdf?sfvrsn=31efd005_1E4W84
adjustments, manholes, manhole adjustments, trench drain, french drain, culvert), pavement markings, - OPTIONAL BASE, BASE GROUP 09 SY 498.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG, & SEALING JOINTS- CONCRETE PAVEMENT LF 55.000 0353- 70- CONCRETE PAVEMENT SLAB REPLACEMENT CY 10.400 0425, - 3 RAISED PAVEMENT MARKER, TYPE B EA 1,986.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 10.216 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/sep06/e4w84.pdf?sfvrsn=91218803_19710000.impl
Appendix to Part 655, Subpart F. Yellow materials for pavement markings shall meet the following, , creating night visibility of the pavement markings without altering day visibility of the marking, . Upon curing, these materials shall produce an adherent, reflective pavement marking capable, per plate. 971-3.3.3 R e t r o r e f l e c t i v i t y : T h e white and yellow pavement markings, . The retroreflectance of the white and yellow pavement markings at the end of the six month service
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9710000.impl.pdf?sfvrsn=de9e7539_0Jan2015eBook
............................................................................................. 199 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 217 283 Reclaimed Asphalt Pavement Base, COURSES AND CONCRETE PAVEMENT 300 Prime and Tack Coats, , and Equipment .......................................... 242 327 Milling of Existing Asphalt Pavement, ...................................................................... 287 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/ebook/jan2015ebook.pdf?sfvrsn=c988124f_0Jan2015ebookSignedSealedDLS
............................................................................................. 199 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 217 283 Reclaimed Asphalt Pavement Base, COURSES AND CONCRETE PAVEMENT 300 Prime and Tack Coats, , and Equipment .......................................... 242 327 Milling of Existing Asphalt Pavement, ...................................................................... 287 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/ebook/jan2015ebooksignedsealeddls.pdf?sfvrsn=fd785005_42025-26 eBook-compressed
Existing Concrete Pavement......................................... 223 BASE COURSES 200 Rock Base, Reclaimed Asphalt Pavement Base, BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack Coats, of Existing Asphalt Pavement................................................................. 282, ...................................................................... 327 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/ebook/2025-26-ebook-compressed.pdf?sfvrsn=a07d3f95_22025-26 eBook(signed and sealed)
Cracking and Reseating Existing Concrete Pavement......................................... 223 BASE, Pavement Base ..................................................................... 243 285 Optional, TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack Coats, Pavement................................................................. 282 330 Hot Mix Asphalt, ...................................................................... 327 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/ebook/2025-26-ebook(signed-and-sealed).pdf?sfvrsn=bcbe5fad_120220426_432332-1_SR 19_11170
10.0 ABC 5.5 - - - - F State of Florida Department of Transportation PAVEMENT EVALUATION, " indicates full depth crack to the base. EOP = Edge of Pavement 0.000 11.975 Core No. MP Distance from left edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in) Cross Slope (%) Comments Crack Extent: L= Light; M= Moderate; S= Severe Pavement, SL II M F State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/11/20220426_432332-1_sr-19_11170.pdf?sfvrsn=5e1e371e_120230815_450547-1_SR 93_10190
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored, No.: Roadway ID: 10190000 To: 0.401 Outside: Paved, Good Overall Pavement Condition (from DMO field, Cores (ML/BR) PAVEMENT LAYER (IN.) BASE CRACK End MP: Length: N CORE NO. MILE POST 2 LANE, STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored, No.: Roadway ID: 10190000 To: 0.401 Outside: Paved, Good Overall Pavement Condition (from DMO field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20230815_450547-1_sr-93_10190.pdf?sfvrsn=c4a9ef83_12024FDM216Earthwork
of existing pavement to prepare the area for proposed construction. See Standard Specifications Section 110, profile grades, typical section details, pavement design details, superelevation and horizontal, , unpaved shoulders, and the bottom of the roadway base and shoulder base for flexible or rigid pavement, concrete pavement. According to Standard Specification 120-4.2 : • Only the asphalt on existing flexible pavement roadways will be removed (not base material) unless shown in the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm216earthwork.pdf?sfvrsn=14a10887_1E6O80
ASPHALT PAVEMENT, 1" AVG DEPTH SY 1,000.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 200.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 200.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,000.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TN 250.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 50.000 0400- 2- 1 CONCRETE CLASS II, SY 5,000.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 500.000 0710- 11-101 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/nov16/e6o80.pdf?sfvrsn=35b31a89_12024FDM216Earthwork
of existing pavement to prepare the area for proposed construction. See Standard Specifications Section 110, or photogrammetry. The finished profile grades, typical section details, pavement design details, superelevation, or rigid pavement. Figures 216.4.2 through 216.4.5 illustrates cut and fill limits and details, the removal of existing base material or removal of existing concrete pavement. According to Standard Specification 120-4.2 : • Only the asphalt on existing flexible pavement roadways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm216earthwork.pdf?sfvrsn=6e99068a_1