7241 search results for Pavement
06_Lighting_Redlines
is the portion that reflects from the pavement towards the driver, and because different pavements, . Additionally, when considering the varying reflectivity of aging pavement along with the effects of dense, of standard roadway surfaceprovided in Table 6-2 (based on assumed pavement type in Table 6 -1, or pavement dependent. Similarly, the vertical illuminance method determines the amount of light, the pavement in the direction of the driver. It uses the reflective characteristics (R-classification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/06_lighting_redlines.pdf?sfvrsn=93b536be_706_Lighting_Rulemaking
reflectivity of aging pavement along with the effects of dense vehicular traffic, luminance design, by the driver is the portion that reflects from the pavement towards the driver, and because different pavements exhibit varied reflectance characteristics, different illuminance levels are ls are needed for each type of standard roadway surface provided in Table 6-2 (based on assumed pavement, and is not observer or pavement dependent. Similarly, the vertical illuminance method determines
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/06_lighting_rulemaking.pdf?sfvrsn=74cb20dd_1Colorized
TREATMENT AT TRANSITIONS AND CONNECTIONS Connect To Existing Pavement Connect To Existing Pavement Connect To Existing Pavement Connect To Existing Pavement Connect To Existing Pavement Connect To Existing Pavement NOT TO SCALE Existing Pavement Existing Pavement Existing Pavement Existing Pavement Existing Pavement Existing Pavement EXISTING ROADWAY WITHOUT PAVED SHOULDERS CONNECTING FLARE WITH PAVED SHOULDERS TO CONNECTING SIMILAR WIDTH PAVEMENTS CONNECTING DIFFERENT WIDTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/colorized.pdf?sfvrsn=8f07ce16_3E1W89BidTabs
and resurfacing, shoulder treatment, pavement markings and signalization on SR 25 (US 27) from north, 43,587.37 79.04000 27,682.97 0100 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH 82,513.000 SY 4.13000 340,778.69 6.13000 505,804.69 5.11000 421,641.43 0110 0327 70 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH 144,992.000 SY, 2,123.65000 25,483.80 2,168.85000 26,026.20 2,434.34000 29,212.08 0175 0706 1 3 RAISED PAVEMENT MARKER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2024/dec05/e1w89bidtabs.pdf?sfvrsn=497c607b_19710104-724IMPL
971 PAVEMENT MARKING MATERIALS. (REV 6-30-23) (FA 12-5-23) (FY 2024-25) SECTION 971 is deleted, storage life of one year from date of manufacture. Any pavement marking materials, which although, ): All pavement marking materials shall be one of the products listed on the Department’s Approved, the requirements in 971-1.1. Safety Data Sheet (SDS) Pavement marking materials shall be characterized as non, . The Department will test hot-applied standard thermoplastic and profiled thermoplastic pavement marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9710104-724impl.pdf?sfvrsn=2fcb78bb_1E1X75BidTabs
: District 1 District: The improvements under this project consist of milling and resurfacing and pavement, MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 50,206.000 SY 3.00000 150,618.00 5.15000 258,560.90 2.60000 130,535.60 0060 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, 0001 Roadway SECTION: 0085 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 1,716.000 EA 4.37000 7,498.92 4.05000 6,949.80 4.30000 7,378.80 0090 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/sep18/e1x75bidtabs.pdf?sfvrsn=b317eb5a_1E3X42-R0
-driven Contract consists of the removal and replacement of Raised Pavement Markers on various roadways, Quantity Section 0001 RAISED PAVEMENT MARKER REPLACEMENT (EA) 0102- 14- TRAFFIC CONTROL OFFICER HR 40.000 E706- 1- 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) EA 16,611.000 Page 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2023/oct12/e3x42-r0.pdf?sfvrsn=31963099_1RTOC
Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways 000-525 Ramp Terminals 350-001 Concrete Pavement Joints General, Expansion Joint - Concrete Pavement with Special Select Soil Base 102-100 Temporary Barrier Structures, 425-070 Skimmer for Outlet Control Structures 125-001 Utility Adjustments thru Existing Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/rtoc.pdf?sfvrsn=c8fe4ca3_220230602_450878-1_SR 33_16070
Notes: Pavement Condition G - Good F - Fair P - Poor 4 Lane Urban Minor Arterial Roadway STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored, questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. 0.522 Outside: None Overall Pavement Condition (from DMO, Cores (ML) PAVEMENT LAYER (IN.) BASE CRACK 2. Mile posts are approximate based on field recorded
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20230602_450878-1_sr-33_16070.pdf?sfvrsn=6983880f_1E8V03-R0
spalls, slope pavement repair, and other miscellaneous concrete repairs, at various locations along, 0001 CONCRETE SLOPE PAVEMENT JNT REPAIR (LF) 0400-143- CLEANING & COATING CONCRETE SURFACE, CLASS 5, 10.000 E521- 1- CONCRETE BARRIER WALL REPAIR CY 30.000 E524- 2- 1 CONCRETE SLOPE PAVEMENT REPAIR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/feb13/e8v03-r0.pdf?sfvrsn=1fbb16e0_1E21F7-R0
/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 500.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE, MATERIAL TN 10.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 500.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 1,000.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 500.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,000.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 500.000 0327- 70
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/feb15/e21f7-r0.pdf?sfvrsn=526aff3b_120240116_451102-1_SR 45_01010
0.16 0.15 0.08 Notes: 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, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, at the time 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20240116_451102-1_sr-45_01010.pdf?sfvrsn=ebf1d43e_120240130_438262-1_SR 45_01010
0.16 0.18 0.08 Notes: 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, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, at the locations cored at the time of the investigation. Should questions arise regarding the pavement, . PAVEMENT LAYER (IN.) Charlotte SR No.: Paved BASE 2.136 19.668 5. A blank cell indicates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20240130_438262-1_sr-45_01010.pdf?sfvrsn=47c73168_120240130_451358-1_SR 45_01010
6.00 5.50 LAYER COEF. 0.25 0.25 0.25 0.25 0.25 0.23 UNKW 0.18 0.16 UNKW 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume, at the locations cored at the time of the investigation. Should questions arise regarding the pavement, as necessary. PAVEMENT LAYER (IN.) Charlotte SR No.: Paved BASE 0.148 / 0.156 19.742 / 0.414 5. A blank
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20240130_451358-1_sr-45_01010.pdf?sfvrsn=c81b789e_1E57B2
CONSTRUCTION/DRIVEWAY BASE- OPTIONAL MATERIALS SY70.000 0327- 70- 2MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTHSY33,365.000 0327- 70- 5MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTHSY3,872.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY8,712.000 0334- 1- 13SUPERPAVE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/may07/e57b2.pdf?sfvrsn=12c1f53e_1E50F4
, Sidewalk, Traffic Signals and Signing/Pavement Markings on SR 527 (Orange Ave.) from Magnolia Avenue, 09SY26.000 0327- 70- 5MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTHSY25,813.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY10,166.000 0334- 1- 13SUPERPAVE ASPHALTIC CONC, TRAFFIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/e50f4.pdf?sfvrsn=ae0e25ab_120240412_449819-1_SR-25_86060
05/06/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : NO CURBED: NO 05/06/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20240412_449819-1_sr-25_86060.pdf?sfvrsn=64d84472_120230829_440511-8_SR 685_10020
7.05 12.70 0.00 1.70 LAYER COEF. 0.25 0.25 0.25 0.25 0.25 0.23 UNKW 0.18 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, (Y/N): 0.000 3. Stabilization thickness was checked on 10% of the coring locations. For pavement, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20230829_440511-8_sr-685_10020.pdf?sfvrsn=a0ed15c2_1E1X37-R0
Unit Quantity Section 0001 PAVEMENT SYMBOLS (SF) 0710- 11-190 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ISLAND NOSE SF 2,891.000 0710- 11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/sep19/e1x37-r0.pdf?sfvrsn=ff5db4d4_1E3Y20
contract consists of the removal and replacement of Raised Pavement Markers on various roadways, PAVEMENT MARKER REPLACEMENT (EA) E706- 1- 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/oct10/e3y20.pdf?sfvrsn=ff7738ce_1