7440 search results for Pavement
SP3500200.origind
and/or patterned concrete pavement. It is intended for projects that include roundabout truck aprons that require contrasting color from the roadway pavement, SP3500200 Jobs with Colored Concrete Pavement. CEMENT CONCRETE PAVEMENT – COLORED CONCRETE. (REV, General: Meet the following requirements: Concrete, Class I or Class I (Pavement) .............Section 346 Grinding Concrete Pavement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/sp3500200.origind.pdf?sfvrsn=b34432ba_07090000SS
material to the pavement. Use equipment which can produce varying width traffic stripes and which, Application. 709-4.1 General: Remove existing pavement markings, such that scars or traces of removed, ] from construction joints of portland cement concrete pavement. Applytrafficstripesormarkings only, . Do not apply pavement markings when winds are sufficient to cause spray dust, . ApplytheTwoReactiveComponent product to the pavement in accordance with the manufacturer’s instructions or as directed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7090000ss1673a963ea60440688d4315f9b5f9612.pdf?sfvrsn=a06478d8_0E58F1
PAVEMENT, 3" AVG DEPTH SY 68,295.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 52,945.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 63,869.000 0327- 70- 23 MILLING EXISTING ASPHALT PAVEMENT, 6" AVG DEPTH SY 1,432.000 0334- 1- 53 SUPERPAVE ASPHALTIC, EA 6.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 2,193.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 19.567 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/sep03/e58f1.pdf?sfvrsn=ebc88752_12024FDM915PlanProfile
such as pavement width, medians, paved shoulders, curbs, drainage elements, tapers, turn provisions, , buildings, underground and overhead utilities, walls, curbs, pavements, fences, railroads, and Topic, ). Use shading, patterning, or labeling to convey the information. Indicate the limits of pavement, no greater than 2,500 ft., or where pavement widths change. Dimension traveled way of side streets, edge of the pavement with respect to the direction of traffic. Ramp stationing should be increasing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm915planprofile.pdf?sfvrsn=69390881_12024FDM915PlanProfile
such as pavement width, medians, paved shoulders, curbs, drainage elements, tapers, turn provisions, , underground and overhead utilities, walls, curbs, pavements, fences, railroads, and bridges, drainage, of pavement and grading at side street intersections. Provide a legend when shading or patterning, at intervals no greater than 2,500 ft., or where pavement widths change. Dimension traveled way, of the pavement with respect to the direction of traffic. Ramp stationing should be increasing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm915planprofile.pdf?sfvrsn=42e28c68_12025FDM915PlanProfile
such as pavement width, medians, paved shoulders, curbs, drainage elements, tapers, turn provisions, , underground and overhead utilities, walls, curbs, pavements, fences, railroads, and bridges, drainage, the information. Indicate the limits of pavement and grading at side street intersections. Provide a legend, the traveled way along the mainline and at intervals no greater than 2,500 ft., or where pavement, of pavement with respect to the direction of traffic. Ramp stationing should be increasing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm915planprofile.pdf?sfvrsn=86850325_12026FDM915PlanProfile
roadway elements such as pavement width, medians, paved shoulders, curbs, drainage elements, , drives, buildings, underground and overhead utilities, walls, curbs, pavements, fences, railroads, , or labeling to convey the information. Indicate the limits of pavement and grading at side street, and where pavement widths change. Dimension the traveled way of side streets and driveways. • Display, the right edge of pavement with respect to the direction of traffic. Ramp stationing should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm915planprofile.pdf?sfvrsn=88d0ac3b_920220721_443912-1_SR-5_87030
07/25/22 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, 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 BASE SUB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20220721_443912-1_sr-5_87030fa1631a4-a0bf-41bd-9272-f5285de40bdf.pdf?sfvrsn=941e6b75_1425-090
9 / 2 8 / 2 0 2 3 4 : 4 7 : 2 4 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 10" 2'-0" 3" 7" 6 ' - 0 " 3 ' - 0 " 2'-0" 7" 3" Existing Slot in Box (Depth Varies) ":1') 2 1 Slope Varies (Not Less Than 6'-0" 6'-0" 3'-0" ":1') 2 1 Slope Varies (Not Less Than Slot ¡ 3" Concrete Ditch Pavement 3" Concrete Ditch Pavement 10" 3" Concrete Ditch Pavement 8 " 6" Toe Wall Required 1 1 425-090
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/425-090.pdf?sfvrsn=1e795e9c_1E1W48-R0BidTabs
Time: Vendor Ranking Retroreflective Pavement Markers (RPM) Remove and Replace 43272727241, District: The work under this Contract consists of Retroreflective Pavement Markers (RPM) Removal, No: Retroreflective Pavement Markers (RPM) Remove and Replace N/A Contract Descr: Unit Price, ) AKCA, LLC Units ( ) indicates item is bid as Lump Sum 0001 (RAISED PAVEMENT MARKER REPLACEMENT (EA SECTION: 0005 E706 1 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) 24,193.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2023/sep21/e1w48-r0bidtabs.pdf?sfvrsn=f86a8132_120230810_450866-1_NA_86000203
10/10/23 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, : CURB & GUTTER: NO CURBED: NO 10/10/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20230810_450866-1_na_86000203.pdf?sfvrsn=798d631c_120231013_449007-1_SR-934_87080
10/17/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, 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 BASE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20231013_449007-1_sr-934_87080.pdf?sfvrsn=2da7e40c_120231010_448402-1_SR-A1A_86030
10/24/23 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 10/24/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT CROSS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20231010_448402-1_sr-a1a_86030.pdf?sfvrsn=210ce8fb_120231105_447544-1_SR-862_86095
11/27/23 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, : CURB & GUTTER: NO CURBED: NO 11/27/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20231105_447544-1_sr-862_86095.pdf?sfvrsn=43c4232f_120200317_436565-1_SR-25_87090
11/29/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING, ------- PAVEMENT LAYER ------ LNGTH BASE SUB DEPTH TYP CLSS EXT CND DPTH SLOPE COMMENTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20200317_436565-1_sr-25_87090.pdf?sfvrsn=941f6989_120231027_447830-1_SR-5_87030
12/05/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : NO CURBED: NO 12/05/23 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/d6/87/20231027_447830-1_sr-5_87030.pdf?sfvrsn=fbab7428_120231206_451084-1_SR-704_93280
12/18/23 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, 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 BASE SUB DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20231206_451084-1_sr-704_93280.pdf?sfvrsn=a13be4d5_120231206_451085-1_SR-882_93016
12/18/23 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, : CURB & GUTTER: NO CURBED: NO 12/18/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20231206_451085-1_sr-882_93016.pdf?sfvrsn=f4b566d4_120231121_449367-1_SR-94_87001
12/21/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : NO CURBED: NO 12/21/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT CROSS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20231121_449367-1_sr-94_87001.pdf?sfvrsn=dd7c0b7f_120231103_449369-1_SR-986_87055
01/03/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : NO CURBED: NO 01/03/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT CROSS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20231103_449369-1_sr-986_87055.pdf?sfvrsn=ad2d36cd_1