7241 search results for Pavement
SS3530200
353 CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 12-17-10) (FA 1-3-11) (7-11) ARTICLE 353-2 (Page 363) is deleted and the following substituted: 353-2 Materials. Meet the following requirements: Portland Cement Concrete ..................................Section 346 Coarse Aggregate, ......................... AASHTO M-144, Type 1 *For concrete pavement slab replacement, the use of pozzolans and slag is optional. Concrete pavement containing only dowel bars will be considered non
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3530200.pdf?sfvrsn=dc1ea78d_0SS4430203
French Drains Under Pavement: Fill the area above the coarse aggregate with select fill material meeting, not Under Pavement: Fill and compact the area above the coarse aggregate according to the requirements, sheeting or shoring, if required, the disposal of surplus material, pavement restoration, backfilling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4430203.pdf?sfvrsn=bf6ddfe9_07110402.FHWA
, will have a thickness of 0.10 to 0.15 inch when measured above the pavement surface. Also,allgore, a thickness of 0.09 to 0.12 inch when measured above the pavement surface. Measure, r e c o r d a n d c e r, and yellow pavement markings in accordance with FM 5-541. The Engineer will verify the thickness of the pavement markings in accordance with FM 5-541 within 30 days of receipt of the Contractor’s, pavement markings in accordance with FM 5-541. TheEngineer will verify the thickness of the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7110402.fhwa.pdf?sfvrsn=24b1c770_03500902-723resp
3500902 All Jobs 3500902 CEMENT CONCRETE PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan Deborah.Ihsan@dot.state.fl.us 954-777-4387 Comments: (8-31-22 Industry) Cement Concrete Pavement- The Standard spec section 350-2 requires a concrete strength of 3000 psi as “ Submit a mix design to the Engineer for approval prior to use. Provide concrete with a minimum 28-day, , because in Section 350 (Concrete Class I Pavement) the f’c = 3,000 psi. Item 1 “The average
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/3500902-723resp.pdf?sfvrsn=6c79eb3d_120250424_448438-1_SR-7_93210
04/29/25 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, & GUTTER: NO CURBED: NO 04/29/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20250424_448438-1_sr-7_93210.pdf?sfvrsn=f611c431_1E3Y01
with milling, resurfacing, and pavement markings. Drainage improvements include replacement, DETOUR- TEMPORARY PAVEMENT (45276015201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK, - 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,666.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 6,490.000 0334- 1- 55 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC E, 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 41.300 0425- 1-705 INLETS, GUTTER, TYPE S, PARTIAL EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jul10/e3y01.pdf?sfvrsn=aedb7292_120250604_449737-1_SR 400_I4 Rest Areas_16320
. 0.250.250.180.08 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, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, . Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) POLKSR No.: Lawn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250604_449737-1_sr-400_i4-rest-areas_16320.pdf?sfvrsn=18a36147_1E58F3
(45077215201) LS 1.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 19,378.000, - 3 RAISED PAVEMENT MARKER, TYPE B EA 350.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.886 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 586.000 0710- 11-124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18" LF 96.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/sep03/e58f3.pdf?sfvrsn=77e20955_17060600FHWA
: 7060600 Raised Pavement Markers and Marker Adhesive Associated Proposed Specification: 1020700, Transportation Builders' Assoc. State Construction Engineer RAISED PAVEMENT MARKERS AND MARKER ADHESIVE (REV, will be paid in accordance with Section 102. RAISED PAVEMENT MARKERS AND MARKER ADHESIVE (REV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/7060600fhwa.pdf?sfvrsn=3297a6d4_1DEV330-334TL (1-11-22)
the successive course is laid. Do not dump embankment or base material directly on the pavement. Dress shoulders before placing the friction course on adjacent pavement. Equip blade graders operating adjacent to the pavement during shoulder construction with a 2 inch by 8 inch or larger board, the blade edge and protects the pavement surface from damage by the grader blade. To prevent, the edge of the pavement inward toward the center of the mat. Make the width of the trench slightly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev330-334tl-(1-11-22).pdf?sfvrsn=441b5c13_1DEV305BCJS (6-4-12)
305-2.2.2 Workability: The mixture pours readily and penetrates a 0.25 inch pavement joint or crack, cooled, the mixture shall bond strongly to both asphalt and concrete pavement surfaces. The mixture, ” shaped squeegee. The remaining squeegee material shall be flush with the pavement surface. In no case shall the remaining material be lower than the pavement surface or exceed 1/16 inch above the pavement surface. In no case shall the width of excess material on the pavement surface exceed 3 inches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev305bcjs-(6-4-12).pdf?sfvrsn=bac75fc7_1Exhibit 220-5
Intersections SIGNIFICANT SKEW TO THE ROADWAY Example of exclusion of downstream RDE pavement markings, Traveled Way Edge of 24" White Edge of Pavement 24" White Dimensions not shown for clarity, see Exhibit 220-2. Construction Line (For Reference) RDE Pavement Marking 6" White 6" White 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-220-5.pdf?sfvrsn=6db851ea_2E3Z08-R0
consists of the removal and replacement of Raised Pavement Markers on various roadways in Jackson, Unit Quantity Section 0001 RAISED PAVEMENT MARKER REPLACEMENT (EA) E706- 1- 42 REFLECTIVE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/nov13/e3z08-r0.pdf?sfvrsn=def11f02_120250929_455220-1_SR-9_93220
10/20/25 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, PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT CROSS NO. POST VFY LN P --TOP ------- PAVEMENT LAYER ------ LNGTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20250929_455220-1_sr-9_93220.pdf?sfvrsn=521077ce_120240722_443666-1_SR 699_15140
. 0.000.250.250.250.250.250.230.200.18UNKW0.160.08 Notes: Pavement Condition Roadway ID:15140000 Lane Designations - Decreasing MP Lane, : Shoulder Type and Condition: Overall Pavement Condition (from DMO field review):Fair Typical Section, ): 4.061 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, 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/d7/15/20240722_443666-1_sr-699_15140.pdf?sfvrsn=c58da3c1_120250108_447235-1_SR 39_10070
: Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane ML - Mainline R1, Rule Lane Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, . For pavement design, assume 12 inches of thickness for stabilization. 447235-1 CRACK All Cores 2, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250108_447235-1_sr-39_10070.pdf?sfvrsn=4ad63c18_1E6P99-R0
advertisement Description: A contract for installing or replacing Raised Pavement Markers (RPMs, , FURNISH & INSTALL ON EXISTING BASE EA 50.000 0710- 11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 50.000 E706- 1- 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2026/jan29/e6p99-r0.pdf?sfvrsn=4f272383_120240818_450642-1_SR44_79070
(techically not a OL shoulder core) West of I-95 State of Florida Department of Transportation PAVEMENT, : Volusia Highway Section No: 79070 From: Road No.: SR 44 Begin MP: 24.94627.351 Pavement Layer, = Edge of Pavement Note(s): Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G, State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET Project, No.: SR 44 Begin MP: 24.94627.351 Pavement Layer (in.)BaseCrack Pavt Cond. Rut Depth (in.) Cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20240818_450642-1_sr44_79070.pdf?sfvrsn=ddbd1ab1_1Combine04172024
) and simply may only requires pavement restriping. to implement, will be Such projects are less data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/combine04172024.pdf?sfvrsn=5b253be0_11020100-723impl
. Furnish and install work zone pavement markings for maintenance of traffic (MOT) in construction, the performance of the work, and repair any damage to existing pavement open to traffic. 102-2 Materials. Meet the following requirements: Raised Pavement Marker Adhesive* ...................... Section 706 Paint* .................................................................. …Section 710 Pavement Marking Materials* ............................ …Section 971 Temporary Raised Pavement Markers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/1020100-723impl.pdf?sfvrsn=ffb5df33_2