7241 search results for Pavement
E3X17
lane widening, intersection improvements, signing and pavement markings and signalization along SR, : E3X17 ALT Item Description Unit Quantity 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 15,006.000 0327- 70- 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH SY 36,316.000, WARNINGS SF 338.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 2,826.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,372.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 3.142
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jun13/e3x17.pdf?sfvrsn=d0f156e1_1E1X28-R0
ASPHALT PAVEMENT TN 25.000 0425- 14- 1 GRATE FOR EXISTING DRAINAGE STRUCTURE, FURNISH AND INSTALL SF, PAVEMENT, NON REINFORCED, 4" SY 75.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 200.000, DITCH PAVEMENT REPAIR CY 50.000 E524- 2- 1 CONCRETE SLOPE PAVEMENT REPAIR CY 50.000 Page 12 Bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/e1x28-r0.pdf?sfvrsn=9364ef19_1RDB 24-02
Engineers, District Pavement Design Engineers, District Consultant Project Management Engineers, (CAF) to prohibit the use of pavement art on the state highway system. REQUIREMENTS Insert the following new section in FDM 127.2: (15) The Department prohibits any applications of pavement, . Pavement or surface art is defined as surface markings that are not in direct support of traffic control, : See FDM 127.2 (15) for limitations on the use of Patterned Pavement for aesthetic applications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/rdb-24-02.pdf?sfvrsn=ba85a1f2_1RDB 24-02
Engineers, District Pavement Design Engineers, District Consultant Project Management Engineers, (CAF) to prohibit the use of pavement art on the state highway system. REQUIREMENTS Insert the following new section in FDM 127.2: (15) The Department prohibits any applications of pavement, . Pavement or surface art is defined as surface markings that are not in direct support of traffic control, : See FDM 127.2 (15) for limitations on the use of Patterned Pavement for aesthetic applications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/bulletins/rdb-24-02.pdf?sfvrsn=77ca24d2_1E3X99
and gutter, signing and pavement markings, sidewalk ADA upgrades, handrail and guardrail. All work, 0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 1,079.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, PAVEMENT, 1 1/2" AVG DEPTH SY 5,053.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY, ASPHALT PAVEMENT TN 3.300 0425- 5- MANHOLE, ADJUST EA 5.000 0430-830- PIPE FILLING AND PLUGGING- PLACE, , SOD SY 138.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 3,041.000 0710- 11-101 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/sep12/e3x99.pdf?sfvrsn=b85d293d_1E3Y19
, and signing and pavement markings on SR 87 from SR 30 (US 98) to S of CR 399 (East Bay Blvd, ARROW PANEL ED 200.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA, - 10 REMOVAL OF EXISTING CONCRETE SY 133.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 67,876.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 13,292.000, - 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 5.128 0710- 11-102 PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/e3y19.pdf?sfvrsn=3a4c12c1_13520200FHWA
: 3520200 Grinding Concrete Pavement Dear Ms. Kendall: We are submitting, for your approval, two, Builders' Assoc. State Construction Engineer 3520200 GRINDING CONCRETE PAVEMENT (REV 6-28-24, -propelled machine that is specifically designed to grind portland cement concrete pavement, CONCRETE PAVEMENT (REV 6-28-24) SUBARTICLE 352-2 is deleted and the following substituted: 352-2, portland cement concrete pavement with diamond-impregnated grinding blades. Provide, operate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/3520200fhwa.pdf?sfvrsn=42a84b4c_17110402-724FHWA
: 7110402 Thermoplastic Pavement Markings. Dear Mr. Nguyen: We are submitting, for your approval, Transportation Builders' Assoc. State Construction Engineer 7110402 All Jobs Assoc 710 THERMOPLASTIC PAVEMENT, to the Engineer, the thickness of the pavement markings in accordance with FM 5-541. 7110402 All Jobs Assoc 710 THERMOPLASTIC PAVEMENT MARKINGS. (REV 5-18-23) SUBARTICLE 711-4.2.3 is deleted, and submit to the Engineer, the thickness of the pavement markings in accordance with FM 5-541
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/7110402-724fhwa.pdf?sfvrsn=15cb041d_13300701-122FHWA
, and coverages (number of times the roller passes over a given area of pavement) of rolling to meet, rolling before the surface temperature of the pavement drops to the extent effective compaction may not be achieved or the rollers begin to damage the pavement. No vibratory compaction in the vertical, temperature of the pavement drops to the extent effective compaction may not be achieved or the rollers begin to damage the pavement. No vibratory compaction in the vertical direction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/3300701-122fhwa.pdf?sfvrsn=6ce09b0e_29710701.resp
agency. ASTM E2832-12 Standard Test Method for Measuring the Coefficient Luminance of Pavement Markings, , until it can properly address all pavement markings “reflective media” configurations. The below attachment shows the large ranges within which a pavement marking material could be considered, test numbers. It should also be noted that each combination of pavement marking/optics package, E2832-12 Standard Test Method for Measuring the Coefficient Luminance of Pavement Markings in a Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9710701.resp.pdf?sfvrsn=4cd66d7a_0E21U1
PAVEMENT, 3/4" AVG DEPTH SY 24,933.300 0337- 7- 25 ASPHALT CONCRETE FRICTION COURSE, INC BIT, FC-5, PG 76-22 TN 1,059.700 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 284.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 3.030 0710- 11-131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6" WIDE GM 12.121 0710- 11-201 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21u1.pdf?sfvrsn=fba62578_12830100FHWA
Reclaimed Asphalt Pavement Base Dear Ms. Domond: We are submitting, for your approval, two copies, PAVEMENT BASE (REV 4-16-25) ARTICLE 283-1 is deleted and the following substituted: 283-1 Description. Construct a base course composed of reclaimed asphalt pavement (RAP) material. Use RAP, /emergencymanagement/esu/default.shtm www.fdot.gov RECLAIMED ASPHALT PAVEMENT BASE (REV 4-16-25, composed of reclaimed asphalt pavement (RAP) material. Use RAP material as base course only on paved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/2830100fhwa.pdf?sfvrsn=4c73ec00_1E3Y49
and pavement markings, and intelligent transportation systems. All work is to be done in Okaloosa County, , TRUCK MEASURE CY 373.800 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 84,703.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 62,173.000 0334- 1- 53, EXPANSION JOINT CF 48.500 0570- 1- 2 PERFORMANCE TURF, SOD SY 33,276.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,619.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 3.556
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/aug14/e3y49.pdf?sfvrsn=6f88e2a7_220250626_451238-1_SR 600_15090
: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review):Fair Typical, CRACK Mainline and Bridge Cores (ML/BR) PAVEMENT LAYER (IN.) PINELLASSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., Pavement Condition (from DMO field review):Fair Typical Section:1 4/14/2025 Lanes: W. of Brighton Bay, ) PAVEMENT LAYER (IN.) PINELLASSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20250626_451238-1_sr-600_15090.pdf?sfvrsn=b3007944_1E57D2
and replacement, including pavement markings and RPMs in various locations on SR 15/600 (US 17-92) in Orange, of experience in the performance of Concrete Pavement Repair, or the Project Superintendent must have, Quantity Section 0001 CONCRETE PAVEMENT SURFACE REPAIR (SF) 0101- 1- MOBILIZATION LS 1.000 0102, - CONCRETE PAVEMENT SLAB REPLACEMENT CY 376.240 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 20.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/sep03/e57d2.pdf?sfvrsn=dae77740_1570-010FHWAReviewPkg
be flush with, higher than or lower than the existing edge of pavement or paved shoulder. Trenching, or mixing, will be necessary when existing turf is flush with or higher than adjacent pavement. Shoulder dropoff soil will be necessary when existing turf is lower than the adjacent pavement., 6. When, " · is rural or is urban without curb and gutter · of shoulder pavement is resurfacing, widening, or is urban without curb and gutter · is resurfacing or construction of shoulder pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/570-010fhwareviewpkg.pdf?sfvrsn=181db84a_1PCSVD6A
FLORIDA DEPARTMENT OF TRANSPORTATION 10:20 Friday, August 29, 2025 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 08/28/2025 SORT BY CONTRACTOR RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 10:20 Friday, August 29, 2025 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT, PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcsvd6a.pdf?sfvrsn=a0f8f2cd_1E1Y01-R0BidTabs
10,000.00 0010 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 11,000.000 SY 3.36000 36,960.00 4.09000 44,990.00 2.00000 22,000.00 0015 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2, 24,000.00 0055 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 550.000 EA 5.90000 3,245.00 4.65000 2,557.50 5.00000 2,750.00 0060 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 10.000, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" 600.000 LF 9.44000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/sep18/e1y01-r0bidtabs.pdf?sfvrsn=d4cb2bcc_1570-010FHWAApproved
be flush with, higher than or lower than the existing edge of pavement or paved shoulder. Trenching, or mixing, will be necessary when existing turf is flush with or higher than adjacent pavement. Shoulder dropoff soil will be necessary when existing turf is lower than the adjacent pavement., 6. When, " · is rural or is urban without curb and gutter · of shoulder pavement is resurfacing, widening, or is urban without curb and gutter · is resurfacing or construction of shoulder pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/570-010fhwaapproved.pdf?sfvrsn=2f68234a_120250612_449165-1_SR 45_14010
DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin, ): 3.400 449165-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) PASCOSR No.: Paved BASE 1.600, of Ehren CutoffInside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, 449165-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) PASCOSR No.: Paved BASE 1.600 5.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250612_449165-1_sr-45_14010.pdf?sfvrsn=f980c803_1