7440 search results for Pavement
E8V77
OF TRAFFIC (45211115201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (45211115201) LS, - MOWING AC 7.940 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,464.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 3,964.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 330.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN, , 16" GM 0.396 0633- 6- FIBER OPTIC CABLE LOCATOR DA 200.000 0706- 1- 3 RAISED PAVEMENT MARKER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/feb13/e8v77.pdf?sfvrsn=ca2a937_120241220_451360-1_SR 776_01050
0.70 LAYER COEF. 0.00 0.25 0.25 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, ): 6.333 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, . Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Charlotte SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20241220_451360-1_sr-776_01050.pdf?sfvrsn=a692d681_120241220_438067-1_No SR_07000
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. Proj. ID, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) HENDRY SR No.: Paved BASE 5. A blank
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/07/20241220_438067-1_no-sr_07000.pdf?sfvrsn=3055679c_120241125_444627-1_SR 37_16250
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. Proj. ID: W.P.I., on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Polk SR No.: Paved BASE 0.620 28.432 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20241125_444627-1_sr-37_16250.pdf?sfvrsn=9fcc2400_120250124_455145-1_SR 574_14050
2.10 LAYER COEF. 0.00 0.25 0.25 0.25 0.20 0.18 0.08 Notes: Pavement Condition G - Good F - Fair, and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section: 1, locations. For pavement design, assume 12 inches of thickness for stabilization. 455145-1 CRACK All Cores, cored at the time of the investigation. Should questions arise regarding the pavement composition, it, . PAVEMENT LAYER (IN.) PASCO SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250124_455145-1_sr-574_14050.pdf?sfvrsn=168f99f4_120240318_450638-1_SR 482 (Sand Lake Rd.)_75002
X 1.0 2.0 3.0 LR 12.3 B SL I L P Pavement currogation and pitting in roadway 12 4.908 5 LLTL 1.2, crack to the base. EOP = Edge of Pavement State of Florida Department of Transportation PAVEMENT, Pavement Layer (in.) 4.757 (Exception from 5.137 to 6.428) Orange County Highway Sect. No: 75002 SR 500, ; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br, at Approach/Leave Slab State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20240318_450638-1_sr-482-(sand-lake-rd-)_75002.pdf?sfvrsn=2aecc01d_1SPM5770000-724-i19424
, and cross-sections for proper drainage and protection of the pavement edge. 577-2 Equipment. Provide, which has grown over the edge of existing pavement. Disc the existing shoulders prior to placing, will be as follows: Drop Off from Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “per, vegetation that has grown over the edge of existing pavement and remove excess material from the pavement, , not to exceed 24 inches from the edge of pavement, to achieve a uniform plane in relation to the paved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm5770000-724-i19424.pdf?sfvrsn=1eac1662_1SPM5770000-725-i19907
, and cross-sections for proper drainage and protection of the pavement edge. 577-2 Equipment. Provide, which has grown over the edge of existing pavement. Disc the existing shoulders prior to placing, will be as follows: Drop Off from Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “per, vegetation that has grown over the edge of existing pavement and remove excess material from the pavement, , not to exceed 24 inches from the edge of pavement, to achieve a uniform plane in relation to the paved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm5770000-725-i19907.pdf?sfvrsn=4b91fbb_1SSM5770000-723-i18621
, grades, and cross-sections for proper drainage and protection of the pavement edge. 577-2 Equipment, has grown over the edge of existing pavement. Disc the existing shoulders prior to placing, will be as follows: Drop Off from Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “per foot, that has grown over the edge of existing pavement and remove excess material from the pavement’s, 24 inches from the edge of pavement, to achieve a uniform plane in relation to the paved shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/ssm5770000-723-i18621.pdf?sfvrsn=1f959d71_2SSM5770000-122
, and cross-sections for proper drainage and protection of the pavement edge. 577-2 Equipment, grown over the edge of existing pavement. Disc the existing shoulders prior to placing additional, will be as follows: Drop Off from Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “per foot, that has grown over the edge of existing pavement and remove excess material from the pavement’s edge, inches from the edge of pavement, to achieve a uniform plane in relation to the paved shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/ssm5770000-122.pdf?sfvrsn=f3c1bd04_2SSM5770000-722-i17990
, and cross-sections for proper drainage and protection of the pavement edge. 577-2 Equipment, grown over the edge of existing pavement. Disc the existing shoulders prior to placing additional, will be as follows: Drop Off from Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “per foot, that has grown over the edge of existing pavement and remove excess material from the pavement’s edge, inches from the edge of pavement, to achieve a uniform plane in relation to the paved shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/ssm5770000-722-i17990.pdf?sfvrsn=eb70cd12_2SSM5770000-721
, and cross-sections for proper drainage and protection of the pavement edge. 577-2 Equipment, grown over the edge of existing pavement. Disc the existing shoulders prior to placing additional, will be as follows: Drop Off from Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “per foot, that has grown over the edge of existing pavement and remove excess material from the pavement’s edge, inches from the edge of pavement, to achieve a uniform plane in relation to the paved shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/ssm5770000-721.pdf?sfvrsn=20690483_2SS5770000-i16490
, and cross-sections for proper drainage and protection of the pavement edge. 577-2 Equipment. Provide, the edge of existing pavement. Disc the existing shoulders prior to placing additional material, : Drop Off from Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “per foot Front Slopes 1, over the edge of existing pavement and remove excess material from the pavement’s edge for the width, the edge of pavement, to achieve a uniform plane in relation to the paved shoulder and cross slope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/ss5770000-i16490.docx?sfvrsn=e274291_2SS5770000
, and cross-sections for proper drainage and protection of the pavement edge. 577-2 Equipment. Provide, the edge of existing pavement. Disc the existing shoulders prior to placing additional material, : Drop Off from Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “per foot Front Slopes 1, over the edge of existing pavement and remove excess material from the pavement’s edge for the width, the edge of pavement, to achieve a uniform plane in relation to the paved shoulder and cross slope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/ss5770000.docx?sfvrsn=8888f139_2SS5770000impl
, and cross-sections for proper drainage and protection of the pavement edge. 577-2 Equipment, which has grown over the edge of existing pavement. Disc the existing shoulders prior to placing, will be as follows: Drop Off from Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders, vegetation that has grown over the edge of existing pavement and remove excess material from the pavement’s edge for the width specified by the Engineer. Blade the unpaved shoulder as necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/implemented/ss5770000impl.pdf?sfvrsn=64dc1361_29900401D01-724FHWA
: The white and yellow pavement markings shall attain an initial retroreflectance of not less than 300 mcd/m 2 /lx mcd/lx·m 2 and 250 mcd/m 2 /lxmcd/lx·m 2 , respectively. Black pavement markings, of the white and yellow pavement markings at the end of the six-month period shall not be less than 150, substituted: 990-4.3 Retroreflectivity: The white and yellow pavement markings shall attain, pavement markings shall have a retroreflectance of less than 20 mcd/m 2 /lx. The retroreflectance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9900401d01-724fhwa.pdf?sfvrsn=d3c83c51_11100201-122origind
for concrete pavement and to add base and edgedrains to the list of ancillary items. Please share, pavement and base, drainage structures, culverts, and pipes. Remove all other obstructions resting, over an existing road, remove asphalt pavement and base in accordance with 120-4.2 and the Plans, and dispose of existing rigid pPortland cement concrete pavement, sidewalk, slope pavement, ditch pavement, curb, and curb and gutter, etc., where shown in the Plans. Remove all gravity walls, noise
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/1100201-122origind.pdf?sfvrsn=5fb6178e_29700000.impl
970 MATERIALS FOR RAISED PAVEMENT MARKERS AND BITUMINOUS ADHESIVE (REV 10-31-17) (FA 1-17-18) (7-18) SECTION 970 is deleted and the following substituted: 970-1 Raised Pavement Markers (RPMs, Intensity: Class B retroreflective pavement markers shall retain a minimum coefficient of luminous, for a minimum of one month. 970-2.2.4 Adhesion: Provide tabs that adhere to the pavement such that no tab, of the Class B marker in accordance with ASTM D4280. 970-4 Bituminous Adhesive for Class B Raised Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/9700000.impl.pdf?sfvrsn=94607c36_05241000.origind
Pavement. In accordance with Specification Development Procedures, we are sending you a copy, AND SLOPE PAVEMENT. (REV 5-5-16) ARTICLE 524-10 is deleted and the following substituted: 524-10, . For repairs and replacements, removal of the existing concrete ditch or slope pavement will be included in the cost of new concrete ditch or slope pavement. Payment will be made under: Item No. 524- 1- Concrete Ditch Pavement - per square yard. Item No. 524- 2- Concrete Slope Pavement - per square
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/5241000.origind.pdf?sfvrsn=fe8ef0da_03530000.comm
3530000 CONCRETE PAVEMENT SLAB REPLACEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Heidi Solaun 305-640-7443 heidi.solaun@dot.state.fl.us Comments: (6-4-15) The rigid pavement design calls, compressive strength of 4000 psi for concrete pavement. I do not know if the pavement design manual will change. The specs are in conflict with the rigid pavement design manual. Response, requires 4000 psi for Class I pavement? Indicate slump before and after addition of accelerator. Why
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3530000.comm.pdf?sfvrsn=218fe5dd_0