7241 search results for Pavement
20250814_454985-1_SR 674_10120
1.503.802.405.909.70 MIN 0.501.500.502.509.70 LAYER COEF. 0.000.250.250.160.180.08 Notes: Pavement, Type and Condition: Overall Pavement Condition (from DMO field review):Fair Typical Section:1, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) HILLSBOROUGHSR No.: Paved STATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250814_454985-1_sr-674_10120.pdf?sfvrsn=d30853ac_120250716_440734-1_SR NA_10740001
0.701.300.601.000.801.000.302.309.0012.003.20 LAYER COEF. 0.250.250.230.250.250.25UNKW0.180.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION, 0.000 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) HILLSBOROUGH SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250716_440734-1_sr-na_10740001.pdf?sfvrsn=c2b0dbb1_120250801_441552-1_SR 35_01040101
: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) CHARLOTTESR No.: Paved BASE 0.179
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20250801_441552-1_sr-35_01040101.pdf?sfvrsn=30687278_120250801_441552-1_SR 35_01040
0.500.501.400.201.302.507.705.401.30 LAYER COEF. 0.250.250.250.250.230.200.110.220.180.160.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) CHARLOTTESR No.: Paved BASE 0.200 0.300 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20250801_441552-1_sr-35_01040.pdf?sfvrsn=54c94d2_120250515_451277-1_SR 29_03080
and Condition: Overall Pavement Condition (from DMO field review):Fair Typical Section:1 5/15/2024, ) PAVEMENT LAYER (IN.) COLLIERSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, Type and Condition: Overall Pavement Condition (from DMO field review):Fair Typical Section:1, /BR) PAVEMENT LAYER (IN.) COLLIERSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20250515_451277-1_sr-29_03080.pdf?sfvrsn=9193a4d4_120230622_450875-1_SR 555_16030
OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin, ) PAVEMENT LAYER (IN.) PolkSR No.: Paved BASE 3.755 32.824 LawnCurb & Gutter (Y/N): Outside, : Shoulder Type and Condition: Overall Pavement Condition (from DMO field review):Fair Roadway ID:1603000, T C O N D I T I O N COMMENTS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, Curbed (Y/N): 29.069 450875-1 CRACK Mainline and Bridge Cores (ML/BR) PAVEMENT LAYER (IN.) PolkSR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20230622_450875-1_sr-555_16030.pdf?sfvrsn=f733406b_120241015_447435-1_SR SR 540 _16119
Pavement Condition (from DMO field review):Fair Typical Section:1 10/15/2024 Lanes: East of Jim, By: Median Curbed (Y/N): 6.266 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) PolkSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County, ID:16119000West of SR 620Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) PolkSR No.: Paved STATE OF FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20241015_447435-1_sr-sr-540-_16119.pdf?sfvrsn=95ccd33f_1RCI Features and Characteristics Handbook
Pavements HOVNUMLN - Number of Associated Managed Lanes HOVTYPE - Type of Associated Managed, Overlay Thickness RAMPFC - Ramp Federal Category RIGDTHIK - Thickness of Rigid Pavement, - Pavement Surface Width 213 Auxiliary Lanes TDA AUXLNTYP - Auxiliary Lane Type AUXLNUM - Number, PAVECOND - Pavement Condition SURFNUM - Pavement Surface Type 232 Surface Layers TDA FRICTCSE - Friction Course SURFLAYx - Pavement Surface Layer (x=1-7) 233 Base TDA BASETHK - Roadway Base
https://www.fdot.gov/statistics/rci/default.shtm1020000Memo
and install work zone pavement markings for maintenance of traffic (MOT) in construction areas, damage to existing pavement open to traffic. 102-2 Materials. Meet the following requirements: Bituminous Adhesive..........................................Section 970 Temporary Raised Pavement, : Provide materials of the type typically used for base, including reclaimed asphalt pavement (RAP, specified in Section 105. 102-5.8 Conflicting Pavement Markings: Where the lane use or where normal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/review/internal/1020000memo.pdf?sfvrsn=d0a58701_2E1X62BidTabs
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" 1,800.000 LF 0.82000 1,476.00 1.77000 3,186.00 1.65000 2,970.00 0003 0710 11101 PAINTED PAVEMENT MARKINGS, 0004 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18, 57.50000 1,897.50 59.01000 1,947.33 215.00000 7,095.00 0006 0710 11125 PAINTED PAVEMENT MARKINGS, (MECHANICAL) (TN SECTION: 0007 0710 11141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/jan16/e1x62bidtabs.pdf?sfvrsn=d897d1b5_1SFH2024 Summary of Changes
of at least one sample per stratum per 1,500 feet of alignment. h.Whenarigid pavement is being, the requirements given in the Rigid Pavement Design Manual. i.Boringsinareas of little or no grade, , plastic soils, trash fill, buried slabs or pavements, etc.) to both the vertical, the alignment of the roadway and in the lowest pavement elevations identified between these borings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/sfh2024-summary-of-changes.pdf?sfvrsn=24972164_11200503-724IMPL
, curb and gutter, etc., excavated in the removal of existing pavements, and dispose of them, adjacent to all pavement or base construction in order to provide support for the edges. Maintain, surface shown in the Plans. 2. Shape the earthwork to match adjacent pavement, curb, sidewalk, the work does not include construction of base or pavement, shape the entire roadbed (shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/1200503-724impl.pdf?sfvrsn=21a8f45c_1E6O83
, BASE GROUP 09 SY 100.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 4,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0334- 1- 13 SUPERPAVE, TN 30.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, ADJUST EA 10.000, 0570- 1- 2 PERFORMANCE TURF, SOD SY 200.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.000 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/sep28/e6o83.pdf?sfvrsn=a396a8ca_1E6O82
- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 2,000.000 Page 2 Bid Solicitation Notice, 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0334- 1- 13 SUPERPAVE, 30.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 6- VALVE BOXES, ADJUST EA 10.000, 250.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 300.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.000 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/mar28/e6o82.pdf?sfvrsn=7b8fbfe3_1E4X44
treatment, removal), pavement markings (painted, thermoplastic, tape), signing (single-column, panel, AND BRANCH PRUNING EA 24.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 270.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 30,380.000 0334- 1- 12 SUPERPAVE, , PG 76- 22 TN 2,536.100 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 6.700 0425- 5- MANHOLE, ADJUST, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 2.475 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/oct04/e4x44.pdf?sfvrsn=3f80982e_1E54F9
and pavement marking. The intent of this contract is to provide means for the DEPARTMENT to quickly, 15 SY 450.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 190.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,133.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 1,800.000 0334- 1- 52 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC B, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 521.000 0710- 11-101 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/apr01/e54f9.pdf?sfvrsn=93c90d78_12024FDM913TypSect
station or milepost limits. Typical Section sheets also provide traffic data and pavement design, represent the required 100 feet of loop pavement underneath the toll gantry, tolling equipment building, width of existing pavement and proposed pavement on widening projects. (12) Curb location and type, of roadway pavement, shoulder surfaces, sidewalks, and bridge decks as a decimal part of a foot vertical, Three decimal places may be required for pavement cross slope. (15) Median width and type, show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm913typsect.pdf?sfvrsn=6d816c8a_1630-001
6" 6" Pavement Base Conduit Finished Grade Conduit Conduit Conduit Base 6" 6" Pavement 8, " M i n . Material Undisturbed Material Undisturbed (See Pavement Removal Note) Width of Pavement Removal (See Pavement Removal Note) Width of Pavement Removal Gutter Min. Subgrade, NOT EXPOSED BASE AND PAVEMENT PRIOR TO INSTALLATION OF PLACEMENT UNDER NEW ROADWAY NOT ADJACENT TO GUTTER PLACEMENT UNDER EXISTING PAVEMENT ADJACENT TO GUTTER PLACEMENT UNDER EXISTING PAVEMENT NOTES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/630-001.pdf?sfvrsn=93a3c06e_1830-T01
of the crossing, no more than 50 feet from 7. Install pavement in accordance with the Specifications, vehicular impacts to the crossing. The transition pavement will be maintained as appropriate to When, , a transition pavement will be maintained at 2. negotiated otherwise. All pavement material, including, INDEX 2 2 830-T01 RAILROAD (GRADE) CROSSING 11/01/19 ¡ Pavement Beveled Edge (1:4 Slope) Shoulder Pavement Edge Of Travel Way Shoulder Line* Pavement' Above See 'Crossing Shoulder Varies (2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/830-t01.pdf?sfvrsn=93eda7c3_1E53C3
Letting: 05231205 Call Order: 003 Proposal: E53C3-R0 District:05 Counties: VOLUSIA Road Name: PAVEMENT, of pavement markings on various Department maintained roadways on an as-needed basis in Volusia, of experience in the performance of pavement markings, or the Project Superintendent must have, a certificate of prequalification with the Department in "Pavement Markings" will suffice to meet the above, . Call Order: 003 Proposal: E53C3-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/dec05/e53c3.pdf?sfvrsn=2d7f539_1