7444 search results for Pavement
Maintenance Specifications - January 2021
Elements and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (1-21) SP5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 11-6-18, that include Object Markers and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS, PAVEMENT MARKINGS.(REV 1-15-19) (1-21) SP7090000 Maintenance Jobs – Weight Stations THERMOPLASTIC, Contracts with Lighting. PAVEMENT MARKING MATERIALS.(REV 3-8-19) (1-21) SP9710801 Maintenance Jobs
https://www.fdot.gov/programmanagement/maintenance/2021jan/maintenance-specifications---january-202120210311_447536-2_US 98_14050.14080
- Crossover Test Lab, Inc. 2 PAVEMENT LAYER (IN.) Pasco SR No.: Paved Lawn Overall Pavement, locations. For pavement design assume 12 inches of thickness for stabilization. Lane Type 4. A blank, of the lane. Lane Designations Crack Type Crack Rating Extent Pavement Condition Inside: Outside: Other: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, > 1/4 inch S - Severe P - Poor Test Lab, Inc. 1 PAVEMENT LAYER (IN.) Pasco SR No.: Paved Lawn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20210311_447536-2_us-98_14050-14080.pdf?sfvrsn=db7aa5b6_1E59F0
of Milling & Resurfacing, Curb and Gutter, Sidewalk, Signing/Pavement markings, Lighting, Traffic Signal, Quantity 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 305.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 86,673.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 139,574.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 25.100 0337, MARKER, TYPE 3 EA 1.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 5,660.000 0710- 12-290 PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e59f0.pdf?sfvrsn=905cad7d_1Historical Item Averages Market Area 03
1,007.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 1 $1,025.64 $40,000.00 39.000 CY N SPECIAL, /RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 99 9 $15.29 $160,122.49 10,471.000 ED N PORTABLE CHANGEABLE, N MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 2 1 $20.00 $7,680.00 384.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 0327 70 4 1 $1.11 $186,000.48 167,568.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 5 $2.85 $907,362.95 318,479.000 SY N MILLING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-03.pdf?sfvrsn=536d6672_6711-001
' Yellow Black Black 6 ' In Pavement Warning Marking White 3 " 7" 2'-4" 1 ' Arrow On Interchange Exit Ramps Only) (Install RPMs With Wrong-Way 13 1 711-001-1 PAVEMENT MARKINGS 02/24/26, S.F. 20 S.F. 26 S.F. 13 S.F. 20 S.F. 20 S.F. 23 S.F. 22 S.F. 20 S.F. 34 S.F. 19 S.F. PAVEMENT MESSAGE AND ARROW DETAILS 43 S.F. 72 S.F. 128 S.F. 128 S.F. 45 S.F. PAVEMENT MESSAGES NOTES: 5. Increase width of route shield for routes with three digits. and In Pavement Warning Markings. 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/711-001.pdf?sfvrsn=b4467a04_2711-001-1
' Yellow Black Black 6 ' In Pavement Warning Marking White 3 " 7" 2'-4" 1 ' Arrow On Interchange Exit Ramps Only) (Install RPMs With Wrong-Way 13 1 711-001-1 PAVEMENT MARKINGS 02/24/26, S.F. 20 S.F. 26 S.F. 13 S.F. 20 S.F. 20 S.F. 23 S.F. 22 S.F. 20 S.F. 34 S.F. 19 S.F. PAVEMENT MESSAGE AND ARROW DETAILS 43 S.F. 72 S.F. 128 S.F. 128 S.F. 45 S.F. PAVEMENT MESSAGES NOTES: 5. Increase width of route shield for routes with three digits. and In Pavement Warning Markings. 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/interim/711-001-1.pdf?sfvrsn=9bbe57b6_203_Geometric_Design_Redlines
of Change in Pavement Edge Elevation for Curves at Intersections .................................................. 3–95 Ta b le 3-37 Maximum Algebraic Difference in Pavement Cross Slope at Turning Roadway Terminals............................................ 3–97 Ta b le 3-38 Derived Pavement Widths, elements include pavement design, roadway lighting, traffic control devices, transit, drainage, Greenbook (2011 ) AASHTO Green Book (2018) and other publications. Right of way and pavement width
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/03_geometric_design_redlines.pdf?sfvrsn=60e6275c_603_Geometric_Design_Rulemaking
............... 3–95 Ta b le 3-36 Maximum Rate of Change in Pavement Edge Elevation for Curves at Intersections, in Pavement Cross Slope at Turning Roadway Te rminals ............................................. 3–96 Ta b le 3-38 Derived Pavement Widths for Turning Roadways for Different Design Vehicles, pavement design, roadway lighting, traffic control devices, transit, drainage, and structural, publications. Right of way and pavement width requirements for new construction may be reduced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/03_geometric_design_rulemaking.pdf?sfvrsn=8f471f57_12021 January Redline eBook
. Subgrade. The portion of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily, extends to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part of a bridge structure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/ebook/2021-january-redline-ebook.pdf?sfvrsn=97c3f957_220231016_450879-1_SR 17_16090
2.0 C II M P STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, ): 0.000 450879-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Polk SR No.: Paved BASE 11.823, 5th Avenue Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., Mainline Cores (ML) PAVEMENT LAYER (IN.) Polk SR No.: Paved BASE 11.823 11.823 Lawn X Curb & Gutter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231016_450879-1_sr-17_16090.pdf?sfvrsn=8dd3778b_120231020_451014-1_SR 776_17050
N 0.9 4.5 5.2 10.6 6.0 0.0 1.3 C II M F STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, : SR 776 Cored By: Median Curbed (Y/N): 0.000 451014-1 CRACK Mainline Cores (ML) PAVEMENT LAYER, : Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Roadway ID, D I T I O N COMMENTS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION, By: Median Curbed (Y/N): 0.000 451014-1 CRACK Mainline Cores (ML) PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20231020_451014-1_sr-776_17050.pdf?sfvrsn=159ccc1a_120230602_449114-1_SR 45_13030
: Pavement Condition G - Good F - Fair P - Poor 4 Lane Urban Principal Arterial Roadway / 2 Lane Each Direction STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. 2.563 Outside: Paved Overall Pavement Condition (from DMO field review, Mainline and Bridge Cores (ML / BR) PAVEMENT LAYER (IN.) BASE CRACK 2. Mile posts are approximate based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20230602_449114-1_sr-45_13030.pdf?sfvrsn=4a6fde2f_120240530_451331-1_SR 600_10030
OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, ): 2.100 451331-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) HILLSBOROUGH SR No.: Paved, Lanes: W of N. 39th St. E of N. 42nd St. Inside: Shoulder Type and Condition: Overall Pavement, COMMENTS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION, ) PAVEMENT LAYER (IN.) HILLSBOROUGH SR No.: Paved: Y BASE 0.300 2.400 Lawn Curb & Gutter (Y/N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240530_451331-1_sr-600_10030.pdf?sfvrsn=4cd0621c_120250203_451270-1_SR 25_09030
OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., Curbed (Y/N): 11.612 451270-1 CRACK Mainline, Bridge and Crossover Cores (ML/BR/CO) PAVEMENT LAYER, Type and Condition: Overall Pavement Condition (from DMO field review): Fair Roadway ID: 09030000, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, CRACK Mainline, Bridge and Crossover Cores (ML/BR/CO) PAVEMENT LAYER (IN.) HIGHLANDS SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20250203_451270-1_sr-25_09030.pdf?sfvrsn=20795833_1E1W93BidTabs
and pavement markings on SR 45 (US 41) from West of West Villages Pkwy to West of Woodmere Rd, on SR 45 (US, EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 14,968.000 SY 4.10000 61,368.80 7.50000 112,260.00 9.46000 141,597.28 0140 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 40,259.000 SY, PAVEMENT, 2" AVG DEPTH 35,798.000 SY 2.65000 94,864.70 4.95000 177,200.10 5.92000 211,924.16 0150 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 32,324.000 SY 5.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/feb20/e1w93bidtabs.pdf?sfvrsn=e7f1f4d4_1717eBook_SS_DLH
175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 230 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, ............................................ 257 327 Milling of Existing Asphalt Pavement, Asphalt Pavement .......................................................................... 312 339
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/ebook/717ebook_ss_dlh.pdf?sfvrsn=afccc3fd_0717eBook
175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 230 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, ............................................ 257 327 Milling of Existing Asphalt Pavement, Pavement .......................................................................... 312 339
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/ebook/717ebook.pdf?sfvrsn=e0b7d16b_0E3X99BIDTABS
and resurfacing, curb and gutter, signing and pavement markings, sidewalk ADA upgrades, handrail, 50.00000 53,950.00 22.44000 24,212.76 0110 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 5,053.000 SY 2.50000 12,632.50 2.65000 13,390.45, EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH 282.000 SY 6.00000 1,692.00 4.40000 1,240.80 17.88000, 3,298,487.58 0135 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 3.300 TN 1,300.00000 4,290.00 680.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2024/sep12/e3x99bidtabs.pdf?sfvrsn=9b5ef69b_1E3Y19BidTabs
, and signing and pavement markings on SR 87 from SR 30 (US 98) to S of CR 399 (East Bay Blvd.) in Santa, 12.00000 2,400.00 0040 0102 78 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 1,339.000, 64.00000 8,512.00 0090 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 67,876.000 SY, PAVEMENT, 1 1/2" AVG DEPTH 13,292.000 SY 3.14000 41,736.88 2.50000 33,230.00 2.50000 33,230.00, 4,945.32 5.00000 7,230.00 9.80000 14,170.80 0140 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/apr10/e3y19bidtabs.pdf?sfvrsn=cd7959cc_1706-001
PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB NOTES: marking that it is supplementing. the same color as the pavement 4. Make the traffic face of the RPM see Index 711-003. 3, OF RAISED PAVEMENT MARKERS 11/01/18 6" Yellow (10'-30') 6" Black Contrast Y/Y RPMs (Typ.) 6, = RAISED PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB 23'-6" 2'-4" 2 ' - 3 " 6 " 6" 6 2 706-001 TYPICAL PLACEMENT OF RAISED PAVEMENT MARKERS 11/01/21 Median Or Island 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/706-001.pdf?sfvrsn=ebecfe9f_1