7241 search results for Pavement
E1W95
, signalization and pavement markings on SR 70 from West of US 98 to East of NW 5th Avenue, OF EXISTING CONCRETE SY 173.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 0.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 0.000 0334- 1- 13 SUPERPAVE, - 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 745.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 2.207 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/jul17/e1w95.pdf?sfvrsn=92545559_120250627_442630-2_SR 45,55_13130
MLR3Y1.51.83.34.512.02.7CIIISP STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION, By: Median Curbed (Y/N): 2.255 442630-2-32-01 CRACK Mainline Cores (ML) PAVEMENT LAYER, and Condition: Overall Pavement Condition (from DMO field review):Fair Roadway ID:13130000 End MP:Length: Y, I O N COMMENTS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, Curbed (Y/N): 2.255 442630-2-32-01 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) ManateeSR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20250627_442630-2_sr-45-55_13130.pdf?sfvrsn=d53ad18f_120250618_449166-1_SR 595_14030
. 0.250.250.200.25UNKW0.160.180.08 Notes: Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL, - Moderate L - Light US 19Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, % 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.) PascoSR No.: Paved STATE OF FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250618_449166-1_sr-595_14030.pdf?sfvrsn=98d6458b_1E58F8
, and Signing/Pavement Markings on State Road 500 (US 441) from Perkins Street to Mills Street, approximately, - 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 31,853.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 11,374.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2, , F&I, TYPE 3, 2 PANE BACK, PEDESTAL MOUNT EA 1.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 830.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 3.120 0710- 11-123
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e58f8.pdf?sfvrsn=20567c88_15260000IndustryCommentResponse-dc
234-10). However, asphaltic base has a minimum thickness of 4" (as stated in Flexible Pavement Design, , when specified. Existing pavers to be installed as new pavement or reinstalled must be whole, uncut, Pavement meeting the requirements of Section 350, placed as the final lift of base material. Do, and Maintaining per Section 200-8. Commented [DS1]: Describe the pavement assembly in the order, is a reason why paver pavements deform. Limerock becomes weak when saturated increasing the risk
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/industry/comments-responses/5260000industrycommentresponse-dc.pdf?sfvrsn=bf661548_1D2000000.do
specifications. 200-5.3 Rock Base for Shoulder Pavement: Unless otherwise permitted, complete all rock base shoulder construction at any particular location before placing the final course of pavement, not allow material capable of scarring or contaminating the pavement surface on the adjacent pavement. Immediately sweep off any rock material that is deposited on the surface course. 200-6, , or for providing transitions to connecting pavements, the volume of such authorized variable thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d2000000.do.pdf?sfvrsn=6bf0fcbd_0Chapter09 BicycleFacilities 2024
with Signal Control or Stop Control……………………………………………9-45 C.7 Structures 9-45 C.8 Pavement Markings, Example of Obstruction Pavement Markings 9-7 Figure 9 – 6 Bicycle Lane Markings 9-9 Figure 9 – 7, pavement and limited changes in elevation along edge lines. Drainage inlets and utility covers, pavement marking is 72” long, separated by 72”. The recommended placement of bicycle lane markings, with the adjacent pavement surface, utilize a grate recommended for bicycle travel, and may be marked
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter09-bicyclefacilities-2024.docx?sfvrsn=e6817c55_1350-001
: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel, L/2 Bar (See Note 5) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2, Anticipated Break (See Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3, Strip 5 1 350-001 CONCRETE PAVEMENT JOINTS 11/01/22 "d" and "w" = ¾", unless specified in the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/350-001.pdf?sfvrsn=eddcffaa_1350-001
Joint (w) ƃ " t o ¼ " d D e p t h J o i n t L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel, L L/2 Bar (See Note 5) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2, Anticipated Break (See Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3, Strip 5 1 350-001 CONCRETE PAVEMENT JOINTS 11/01/22 "d" and "w" = ¾", unless specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/350-001.pdf?sfvrsn=472b5bfa_1350-001
Joint (w) ƃ " t o ¼ " d D e p t h J o i n t L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel, L L/2 Bar (See Note 5) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2, Anticipated Break (See Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3, Strip 5 1 350-001 CONCRETE PAVEMENT JOINTS 11/01/22 "d" and "w" = ¾", unless specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/350-001.pdf?sfvrsn=974dd876_1SS3300000
- GENERAL CONSTRUCTION REQUIREMENTS 330-1 Description. Constructplant-mixed hot bituminous pavements, device, at a minimum frequency of once per 1,500 feet of pavement. When the layer thickness, the pavement density will be monitored. 2.Mixtemperature at the roadway for the first five loads and one, slope of each pavement layer during construction. 5.Monitorthemix spread rate at the beginning, to the laying of the mixture, clean the surface of the base or pavement to be covered of all loose
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss3300000.pdf?sfvrsn=ebd409a8_0524-001
Ditch 1.5' Deep Pavement Sod b a (25' Min.) Varies DPI Lip (3" Rise) 10'-0" Sodded Ditch 1.0, " 3'-0" S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope 4'-0" Std. 40'-0" Edge of Pavement Edge of Pavement 3 1 524-001 DITCH PAVEMENT AND SODDING 11/01/23 GENERAL NOTES: 6. Install ditch pavement requiring reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/524-001.pdf?sfvrsn=22111048_2524-001
Ditch 1.5' Deep Pavement Sod b a (25' Min.) Varies DPI Lip (3" Rise) 10'-0" Sodded Ditch 1.0, " 3'-0" S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope 4'-0" Std. 40'-0" Edge of Pavement Edge of Pavement 3 1 524-001 DITCH PAVEMENT AND SODDING 11/01/22 GENERAL NOTES: 6. Install ditch pavement requiring reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/524-001.pdf?sfvrsn=6b9cd8e2_3E51F9
, and signing and pavement markings along SR A1A from Osprey Drive to north of Mariners Drive, PAVEMENT, 3" AVG DEPTH SY 48,355.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 1,527.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 14,604.000 0334- 1- 13, TRAFFIC MONITORING SITE CABINET, REMOVE EXISTING CABINET EA 2.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 5,576.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 17.164
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/apr02/e51f9.pdf?sfvrsn=8f3974ae_1524-001
Ditch 1.5' Deep Pavement Sod b a (25' Min.) Varies DPI Lip (3" Rise) 10'-0" Sodded Ditch 1.0, '-0" S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope 4'-0" Std. 40'-0" Edge of Pavement Edge of Pavement 3 1 524-001 DITCH PAVEMENT AND SODDING 11/01/23 GENERAL NOTES: 6. Install ditch pavement requiring reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/524-001.pdf?sfvrsn=57f941e2_1E6P15
BASE, BASE GROUP 15 SY 50.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 2,000.000 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 500.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 30.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, ADJUST EA 5.000 0425- 6, PERFORMANCE TURF, SOD SY 100.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/feb27/e6p15.pdf?sfvrsn=4ffb0d9c_2SP3300802-i18516
placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting, at all times. 330-9.4.2 Laser Acceptance: Acceptance testing for pavement smoothness, . The pavement smoothness of each lane will be determined by a laser profiler furnished and operated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/workbook/sp3300802-i18516.pdf?sfvrsn=6c71fb86_2SP3300802-i19138
placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting, at all times. 330-9.4.2 Laser Acceptance: Acceptance testing for pavement smoothness, . The pavement smoothness of each lane will be determined by a laser profiler furnished and operated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/workbook/sp3300802-i19138.pdf?sfvrsn=e6fb1985_1SP3300802-i17890
a transverse joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting the requirements of this Specification. 330-9.4.1, : Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/sp3300802-i17890.pdf?sfvrsn=9c06d4eb_2SP3300802-122
a transverse joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting the requirements of this Specification. 330-9.4.1, Acceptance: Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/workbook/sp3300802-122.pdf?sfvrsn=e86d2dfe_2