7241 search results for Pavement
E4X90 BidTabs
pole), polyurethane injection, pavement markings (detectable, RPM, painted, thermoplastic, bike lane, 0001 Roadway SECTION: 0105 0327 70 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH, PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 2.211 GM 1,395.00000 3,084.35 1,425.00000, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" 0.030 GM 1,750.00000 52.50 1,790.00000 53.70 2,750.00000 82.50 0195 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/bidtabs/2025/sep05/e4x90-bidtabs.pdf?sfvrsn=b5c9c052_19084 Contract Document
State of Florida Department of Transportation INVITATION TO BID Pavement Markings: Raised, BID #: DOT-ITB-25-9084-JM FOB: FDOT - STATEWIDE BID TITLE: Pavement Markings: Raised, Reflectorized and Related Materials BID AS SPECIFIED Item 1: DMS # 44121700 Pavement Marker, Class B, raised, _____________________________ Item 2: DMS # 44121700 Pavement Marker, Class B, raised, reflectorized, : Packaging: Pricing (Each): APL Approval No.: Vendor: No Award Item 3: DMS # 44121700 Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/dot-itb-20-9033-sj.pdf?sfvrsn=7f48abca_7FDOTTrafficPlans
State of Florida Department of Transportation FDOT Traffic Plans Signing & Pavement Markings, & Pavement Markings Description This course will teach designers the fundamental use of GEOPAK, ) standard resources and applications for Traffic Plans and Signing & Pavement Markings design based, • Text Styles • Annotation Scale • Models • Creating a Key Sheet • Signing & Pavement Markings Tools, and the FDOT CADD standard resources and applications for traffic plans, signing & pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdottrafficplans.pdf?sfvrsn=af7cc8c8_244897315201-PLANS-02-SIGNINGMARKING
AND PAVEMENT MARKING PLANS ROADWAY PLANS F L O R I D A ' S T H E O F F I C I, 2 : 1 6 A M FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST SIGNING AND PAVEMENT MARKING PLAN PAVEMENT MARKING TYPICAL SECTIONS PROJECT LAYOUT KEY SHEET SHEET DESCRIPTION S-8 - S-20 S-7, ) PAVEMENT MARKING PLANS INDEX OF SIGNING AND STATE ROAD NO. SR 15/SR 700 (US 98/US 441) BEE LINE, OF TRANSPORTATION SIGNING AND PAVEMENT MARKING PLANS CONTRACT PLANS COMPONENTS KEY SHEET OF EACH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25132/44897315201-plans-02-signingmarking.pdf?sfvrsn=f3b84ad3_144787815201-PLANS-02-SIGNINGMARKING
GUIDE SIGN WORK SHEET SIGNING AND PAVEMENT MARKING PLAN GENERAL NOTES KEY SHEET SHEET DESCRIPTION S-26 S-3 - S-25 S-2 S-1 SHEET NO. DAVID AGACINSKI FDOT PROJECT MANAGER: PAVEMENT, AND PAVEMENT MARKING PLANS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION T1908 LOCATION OF PROJECT, OF RECORD: PAVEMENT MARKING PLANS SIGNING AND GOVERNING STANDARD SPECIFICATIONS: http, and VENDOR NO.: F65-0183924 CONTRACT NO.: CAI49 SIGNALIZATION SIGNING AND PAVEMENT MARKING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-plans-02-signingmarking0c0edcc2-ef43-4d1b-970c-5666197f20e0.pdf?sfvrsn=4acbb87a_144927615201-ESTIMATES-QUANTITIES
1200 I 0706 1 3 Raised Pavement Marker, Type B EA 1630 3260 II 1630 I 0710 11101 Painted Pavement Markings, Standard, White, Solid, 6" GM 12.3460 24.692 III 12.3460 IV 0710 11125 Painted Pavement Markings, Standard, White, Solid For Stop Line Or Crosswalk, 24" LF 15.0 30 III 15.0 I 0710 11131 Painted Pavement Markings, Standard, White, Skip, 10-30 OR 3-9 SKIP, 6" Wide GM 12.3460 24.692 II 12.3460 I 0710 11201 Painted Pavement Markings, Standard, Yellow, Solid, 6" GM 0.0189
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927615201-estimates-quantities.pdf?sfvrsn=9353af5e_120240701_210265-9_SRA1A_78040
FIN 447064-1 Covers MP 0.000-3.438 Pavement Evaluation Coring and Condition Data Cored By: CSI, h e e l P a t h Pavement Layer S l o p e D i r e c t i o n ( I = i n, 5.235OLO 1.2 0.8 1.3 3.3 RAP F 39 4.200OLO 1.8 0.8 1.0 3.6 RAP F Pavement Evaluation Coring, o s t L a n e W h e e l P a t h Pavement Layer B a s e T y p e Beg. MP, Raveling, TO for Cubbage Rd. 48 3.438 LTO N 1.71.7 3.4 LR F Pavement Evaluation Coring and Condition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20240701_210265-9_sra1a_78040.pdf?sfvrsn=3f392ba7_120250212_207756-5_SR200_26060
a t h Pavement Layer County: ALACHUA SR 24 (WALDO ROAD) 2 ft. Paved Section No: 26060000 20.242, No.: SR 200 NORTH OF SR 26 Shoulder Type Pavement Evaluation Coring and Condition Data Cored By: Meskel, h Pavement Layer County: ALACHUA SR 24 (WALDO ROAD) 2 ft. Paved Section No: 26060000 20.2420, 200 NORTH OF SR 26 Shoulder Type Pavement Evaluation Coring and Condition Data Cored By: Meskel, o r e N u m b e r M i l e P o s t L a n e W h e e l P a t h Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20250212_207756-5_sr200_26060.pdf?sfvrsn=48885a25_1CapacityTemplate
FORECASTING REPORT 25 159 20-Aug-25 23-Sep-25 G.HYNES 153010 PERFORM PAVEMENT SURVEY 40 144 20-Aug-25, PAVEMENT DESIGN 5 144 15-Oct-25 21-Oct-25 W.CHEVILLO PH 32: DESIGN CONSULTANT ACQUISITION PH 32, TRAFFIC FORECASTING REPORT PERFORM PAVEMENT SURVEY SCOPE R/W ESTIMATE UPDATE PRELIMINARY PAVEMENT DESIGN DESIGN ADVERTISE Design Consultant Acquisition DESIGN SHORTLIST DESIGN FINAL SELECTION, 14-Dec-26 G.CAMPOSAG 371010 PREPARE / SUBMIT INITIAL PAVEMENT TYPE REPORT 40 240 22-Sep-26 16-Nov-26
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d3/toolbox/capacitytemplate.pdf?sfvrsn=34129f2f_9E1X70BidTabs
, pavement markings, and signalization on SR 37 from north of Virginia Street to south, EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 207,876.000 SY 2.45000 509,296.20 3.04000 631,943.04, 15,924.66 96.04000 11,716.88 0125 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 5,410.000 EA 4.21000 22,776.10 4.19000 22,667.90 3.98000 21,531.80 0130 0710 11190 PAINTED PAVEMENT MARKINGS, 12290 PAINTED PAVEMENT MARKINGS, DURABLE PAINT, YELLOW, ISLAND NOSE 904.000 SF 4.37000 3,950.48
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/aug21/e1x70bidtabs.pdf?sfvrsn=cc394f2_1Bulletin/Memorandum - 2015 to Present
Pavement Design Manual and 2026 Rigid Pavement Design Manal. 11/04/25 RDB 25-02 Roadway Design, (FDM), 2025 Drainage Manual, and 2025 Flexible Pavement Design Manual 10/31/24 RDB 24-03 Roadway, Flexible Pavement Design Manual (FPDM). 08/16/24 RDB 24-02 Roadway Design Bulletin 24-02, ) to prohibit the use of pavement art on the state highway system. 08/07/24 RDB 24-01 Roadway Design, Pavement Design Manual 10/30/23 RDM 23-01 Roadway Design Memorandum 23-01 ProjectSuite Enterprise
https://www.fdot.gov/roadway/bulletin/default.shtmcapacitytemplate
FORECASTING REPORT 25 159 20-Aug-25 23-Sep-25 G.HYNES 153010 PERFORM PAVEMENT SURVEY 40 144 20-Aug-25, PAVEMENT DESIGN 5 144 15-Oct-25 21-Oct-25 W.CHEVILLO PH 32: DESIGN CONSULTANT ACQUISITION PH 32, TRAFFIC FORECASTING REPORT PERFORM PAVEMENT SURVEY SCOPE R/W ESTIMATE UPDATE PRELIMINARY PAVEMENT DESIGN DESIGN ADVERTISE Design Consultant Acquisition DESIGN SHORTLIST DESIGN FINAL SELECTION, 14-Dec-26 G.CAMPOSAG 371010 PREPARE / SUBMIT INITIAL PAVEMENT TYPE REPORT 40 240 22-Sep-26 16-Nov-26
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d3/capacitytemplate.pdf?sfvrsn=335c871a_1E6O83BidTabs
PAVEMENT, 1" AVG DEPTH 4,000.000 SY 16.00000 64,000.00 150.00000 600,000.00 30.00000 120,000.00 0125 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 500.000 SY 18.00000 9,000.00, MISCELLANEOUS ASPHALT PAVEMENT 10.000 TN 1,000.00000 10,000.00 3,000.00000 30,000.00 500.00000, 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 1.000 GM 2,500.00000 2,500.00 3,200.00000 3,200.00 4,000.00000 4,000.00 0210 0710 11102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2023/sep28/e6o83bidtabs.pdf?sfvrsn=78d3b726_1449681-1 Coconut Rd RAB Imp_SCOPE CONCEPT LRE_FINAL_2024-0124 LT
and pavement markings for the RABs. Via Coconut Point at Pelican Colony Blvd. and William Rd, and resurfacing of the existing pavement markings. Construction of the improvements are as follows, (total 64 cubic yards) o Excavation for widened sidewalk. Mill existing Asphalt Pavement 1 ½” inches (total of 3,696 square yards) o Milling of the existing pavement to remove the existing crosswalks and pavement markings. Asphaltic Concrete Friction Course, Traffic C, FC-12.5 (total of 305
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25112/449681-1-coconut-rd-rab-imp_scope-concept-lre_final_2024-0124-lt.pdf?sfvrsn=1eb19e82_143018575201-PLANS-02-SIGNINGMARKING
SIGNING AND PAVEMENT MARKING PLANS SHEET DESCRIPTION SHEET NO. DOUG BURKHART, P.E. FDOT PROJECT MANAGER: PAVEMENT MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING, +23.36 PAVEMENT MARKING END SIGNING & MP 9.918 STA. 526+00.00 PAVEMENT MARKINGS BEGIN SIGNING, KEY SHEET S-2 GENERAL NOTES S-3 - S-9 SIGNING AND PAVEMENT MARKING PLANS T H E O F F I C, m i d t SIGNING AND PAVEMENT MARKINGS GENERAL NOTES ALL OTHER MARKINGS ARE THERMOPLASTIC-OPEN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018575201-plans-02-signingmarking.pdf?sfvrsn=9f8e39eb_144912015201-PLANS-02-SIGNINGMARKING
PROJECT ID 449120-1-52-01 MANATEE COUNTY (13130000) PAVEMENT MARKING PLANS INDEX OF SIGNING AND SR, SIGNING AND PAVEMENT MARKING PLANS CONTRACT PLANS COMPONENTS KEY SHEET OF EACH COMPONENT, PROJECT MANAGER: ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND GOVERNING STANDARD, and LOCATION OF PROJECT SIGNING & PAVEMENT MARKING PLAN S-3 - S-10 GENERAL NOTES S-2 KEY SHEET S-1 https, PROJECT LIMITS: EXCEPTIONS: BRIDGE LIMITS: RAILROAD CROSSING: SIGNING AND PAVEMENT MARKING PLANS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44912015201-plans-02-signingmarking.pdf?sfvrsn=9a109b0b_120240513_4535401_4535411_SR407_70471
r o s s S l o p e D i r e c t i o n C l a s s E x t e n t Pavement, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored by: Dustin, e c t i o n C l a s s E x t e n t Pavement Layer Type (in.) Base FC5, PAVEMENT EVALUATION CORING AND CONDITION DATA Cored by: Dustin Hall/Steve Cook Date: May 8, 9, 13, = > 1/4" Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/70-brevard/20240513_4535401_4535411_sr407_70471.pdf?sfvrsn=f5f115c_19900000.impl
. The pavement stripes and markings shall consist of high quality plastic materials, pigments, and glass, is the measured percent of pavement marking material completely removed from the pavement. The pavement, and Resealing: The stripes and markings shall be capable of conforming to pavement contours, breaks and faults under traffic at pavement temperatures recommended by the manufacturer. The film shall be capable, capable of being affixed to asphalt concrete and portland cement concrete pavement surfaces without
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9900000.impl.pdf?sfvrsn=d7fd66f5_0SS9900000
Composition: Removable Tape shall be one of the products listed on the QPL. The pavement stripes, is the measured percent of pavement marking material completely removed from the pavement. The pavement marking material line loss must not exceed 5.0% of surface area. 990-4.5 Conformability and Resealing: The stripes and markings shall be capable of conforming to pavement contours, breaks and faults under traffic at pavement temperatures recommended by the manufacturer. The film shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9900000.pdf?sfvrsn=3ce57adf_0E59F2BidTabs
treatment application, signing/pavement marking, and intelligent transportation systems on the SR 408 EB, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 653.000 SY 10.00000 6,530.00 14.90000 9,729.70 35.00000 22,855.00 0105 0327 70 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH, 1 3 RAISED PAVEMENT MARKER, TYPE B 105.000 EA 6.00000 630.00 12.20000 1,281.00 5.00000 525.00 0135 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 0.174 GM 20,000.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/sept3/e59f2bidtabs.pdf?sfvrsn=694e12f5_1