4650 search results for pavement design
E6P92-R0BidTabs
BARRICADES LC $443,632.50 161.91% Responsive Non-Winning Bid 5 AMERICAN DESIGN ENGINEERING, , and the number of calendar days to complete the work. *** Experience in Pavement Markings (Form, Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0005 0102 14 TRAFFIC CONTROL OFFICER, as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0025 0711 12231 THERMOPLASTIC, 1,600.00 0030 0711 14560 THERMOPLASTIC, PREFORMED, WHITE WITH BLACK CONTRAST ON CONCRETE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2025/oct30/e6p92-r0bidtabs.pdf?sfvrsn=9d90a801_11021102.origind
No Office Staff Contacted Standard Plans Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design, highway lighting, including all materials and any necessary design work, will be paid for under Temporary, - 78- Temporary Raised Pavement Markers - each. Item No. 102- 81- Temporary Crash Cushion, Gating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/1021102.origind.pdf?sfvrsn=9399a766_03390700.FHWA
. StateConstructionEngineer 3390700 All Jobs MISCELLANEOUS ASPHALT PAVEMENT. (REV 3-23-16) ARTICLE 339-7 is deleted, approved quantity revisions) by the design Gmm stated in 334-1.4, then multiplying it by the tonnage, will be determined based on a spread rate of 100 lbs/sy per inch of design thickness of asphalt placed over, current approved form, for the certified miscellaneous asphalt pavement pay item. Submit, accordance with 9-2.1.2. 3390700 All Jobs MISCELLANEOUS ASPHALT PAVEMENT. (REV 3-23-16) ARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3390700.fhwa.pdf?sfvrsn=42c2ac1c_0SS4000100
. Constructconcretestructuresandotherconcretemembers, with the exception of pavement and incidental concrete, box girders when designated in the plans. Stay-in-place metal forms may be of the cellular, non, from welding effects. Submit design calculations for the forming system, which have been signed, changes in design, etc. to accommodate the use of stay-in-place forms. The Engineer will compute pay, the design dimensions shown on the plans with no allowance for changes in deflection or dimensions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4000100.pdf?sfvrsn=61af12fc_0FDOT ICE Manual 2025_11.15.2024
of the conceptual designs. Coordinate efforts and results with District’s Traffic Operations Office and Design, Modification Factor DDE District Design Engineer DDI Diverging Diamond Interchange DLT Displaced Left Turn DTOE District Traffic Operations Engineer FDM FDOT Design Manual FDOT Florida Department, Design, Environmental Management, Access Management, Program Management, and Permitting. 1.5, Collaboration Team, District Traffic Operations Engineers (DTOEs), District Design Engineers (DDEs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/ice-materials-2025/fdot-ice-manual-2025_11-15-2024.pdf?sfvrsn=37b4c4a4_5FDOT ICE Manual 2025
of the conceptual designs. Coordinate efforts and results with District’s Traffic Operations Office and Design, Factor DDE District Design Engineer DDI Diverging Diamond Interchange DLT Displaced Left Turn DTOE District Traffic Operations Engineer FDM FDOT Design Manual FDOT Florida Department, ) Offices at the state and district level: Traffic Engineering and Operations, Safety, Roadway Design, Collaboration Team, District Traffic Operations Engineers (DTOEs), District Design Engineers (DDEs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/ice-materials-2025/fdot-ice-manual-2025.pdf?sfvrsn=b8e4ecb0_1FDOT ICE Manual 2026_Final
Crash Modification Factor DDE District Design Engineer DDI Diverging Diamond Interchange DLT Displaced Left Turn DTOE District Traffic Operations Engineer FDM FDOT Design Manual FDOT Florida, , Safety, Roadway Design, Environmental Management, Access Management, Program Management, with the statewide ICE Collaboration Team, District Traffic Operations Engineers (DTOEs), District Design, for crashes, there are several intersection designs and control strategies that can improve safety, mobility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/ice-materials-2025/fdot-ice-manual-2026_final.pdf?sfvrsn=31e88992_19700200-724origind
FDOT Design Manual ConstructionProject Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Synopsis: Summarize the changes, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction (DCE, PAVEMENT MARKERS AND ADHESIVE. (REV 7-10-23) ARTICLE 970-2 is deleted and the following substituted, month. 970-2.2.4 Adhesion: Provide tabs that adhere to the pavement such that no tab dislodges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9700200-724origind.pdf?sfvrsn=342d7307_19710701.origind
will be impacted by these changes? None Are changes needed to the PPM, Design Standards, SDG, CPAM, need to be updated (please include changes in the redline)? Is a Design Bulletin, Construction, was proposed by Chester Henson of the State Roadway Design Office to delete language for wet weather markings, to a developmental specification which will require continuous wet weather pavement marking, and the following substituted: 971-7.1 General: The materials for pavement stripes and markings shall consist
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9710701.origind.pdf?sfvrsn=ac7fb1e0_0District One Letting and Project Information
Repair E1X59-R0 Lee Pipe Inspection, Cleaning, Repair and Ditch Pavement Repairs E1X60 Lee, Repair/ Rehabilitation 1 E1W93 Sarasota Pavement Only Resurface (Flex) E1W94 Polk BDIDrainage, Districtwide Traffic Operations Signing, Concrete, & Pavement Markings Installation and Maintenance, Meeting Attendance Supplements Proposal ID County Major Work Type Addendum E1X61 Okeechobee Pavement, Districtwide Traffic Operations Signing, Concrete, and Pavement Markings Installation and Maintenance North
https://www.fdot.gov/contracts/district-offices/d1/lettings/dist-letting-project-info.shtm2025 District One Letting and Project Information
Inspection, Cleaning, Repair and Ditch Pavement Repairs E1X60 Lee Performance Highway Lighting, E1W93 Sarasota Pavement Only Resurface (Flex) E1W94 Polk BDIDrainage Improvements 1 E1X55 Manatee, Operations Signing, Concrete, & Pavement Markings Installation and Maintenance North and South E1W97, Supplements Proposal ID County Major Work Type Addendum E1X61 Okeechobee Pavement Only Resurface (FLEX, Signing, Concrete, and Pavement Markings Installation and Maintenance North & South Z1134-R0
https://www.fdot.gov/contracts/district-offices/d1/lettings/2025/2025-district-one-letting-and-project-information550-013
1 0 / 1 6 / 2 0 2 3 7 : 4 9 : 4 4 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX BRIDGE FENCING ON BARRIER (CURVED TOP) 11/01/23 1 3 550-013 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab or Raised Sidewalk Bridge Deck (shown) Connection (Typ.) Pipe Clamp 2'-0" Centers, ~ (includes post or loop caps, horizontal and brace rail ends, DESIGNATION ASTM DESIGNATION ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/550-013.pdf?sfvrsn=6d408cb2_1550-013
1 0 / 1 7 / 2 0 2 4 1 0 : 4 1 : 3 1 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX BRIDGE FENCING ON BARRIER (CURVED TOP) 11/01/23 1 3 550-013 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab or Raised Sidewalk Bridge Deck (shown) Connection (Typ.) Pipe Clamp 2'-0, rail ends, DESIGNATION ASTM DESIGNATION ASTM A709 Grade 36 A36 or A709 Grade 36 A36
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/550-013.pdf?sfvrsn=813294c2_1550-013
1 0 / 6 / 2 0 2 5 3 : 2 7 : 5 5 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX BRIDGE FENCING ON BARRIER (CURVED TOP) 11/01/23 1 3 550-013 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab or Raised Sidewalk Bridge Deck (shown) Connection (Typ.) Pipe Clamp 2'-0" Centers, , DESIGNATION ASTM DESIGNATION ASTM A709 Grade 36 A36 or A709 Grade 36 A36 or or B221 Alloy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/550-013.pdf?sfvrsn=aa6aa483_144787815201-Drainage Tech Memo
..................................................................... 1 3.0 PROPOSED DRAINAGE DESIGN, consists of median modifications, milling and resurfacing, signing and pavement marking replacement, is to outline the drainage analysis and calculations developed as part of the design process. Within, lanes and sidewalk on both sides. The design speed ranges from 35 to 45 miles per hour. SR 80, EMA Flood Zone Map and FEMA FIRM panels. 3.0 PROPOSED DRAINAGE DESIGN AND IMPROVEMENTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-drainage-tech-memo.pdf?sfvrsn=fc7c66df_11020303.origind
posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, that requires temporary pavement. SUBARTICLE 102-9.9 is deleted and the following substituted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/1020303.origind.pdf?sfvrsn=92feed75_0BCR South - Virtual PIM#2 Draft Presentation V5 - May 2024
RIGHT OF WAY ACQUISITION (IF NEEDED) PHASE 3 DESIGN PHASE 2 PROJECT DEVELOPMENT AND ENVIRONMENT, will provide environmental and design analysis) PROJECT OVERVIEW: LPA FOR BCR SOUTH 12 ECONOMIC, Resources Floodplains Special Designations Physical Environment Farmlands Noise and Vibration Air, Designations – No Impacts POTENTIAL ENVIRONMENTAL IMPACTS Physical Environment 30 ➢ Fa r m l a n d s, Traffic Signal Timings • Install Pre-Signals and Extend Cross-Hatching Pavement Markings for Short
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/projects_browardcommuterrail/bcr-south---virtual-pim-2-draft-presentation-v5---may-2024.pdf?sfvrsn=3a4646c8_1plans - Pinellas Sheriff
CAUSED BY CONSTRUCTION OF THE PROJECT. DESIGN NOTES: 1. POLE AND FOUNDATION DESIGNED PER CURRENT, ASSEMBLY DESIGN NOTES 1. POLE AND FOUNDATION DESIGNED PER AASTHO LRFD SPECIFICATIONS FOR STRUCTURAL, Meter Encased Engineering Edge of Pavement Electric Pull Box Existing Fiber Distribution Hub, OIL UNKNOWN UTILITY LINETYPES RIGHT OF WAY EDGE OF PAVEMENT RAILROAD HANDHOLE - EXISTING, PATHWAY IS TO BE REMOVED, BLOCKED, OR DISTURBED WITHOUT HAVING A SUFFICIENT DESIGNATED TEMPORARY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/test/approved-lpr/plans---pinellas-sheriff.pdf?sfvrsn=766cf1c3_1NPDES CGP SWPPP Template for FDOT Projects_form
This template is intended for use on traditional design-bid-build contracts. The information for each item, to the Department’s construction contractor and subcontractor(s). (Design) refers to the Department’s in-house or consultant design team. (Design/Contractor) items are intended to be initially provided by Design, supplemental table. Site/Construction Activities (Design) Describe the nature, construction activity. (Design) Total area of site – (as shown on Contract Plans) FORMTEXT Acre(s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/npdes-cgp-swppp-template-for-fdot-projects_form.docx?sfvrsn=e208d90_6EEO Officer List
LANDSCAPING GLADYVETTE BENARROCH 2010/09/13 2393891468 2393891434 landscaping@alsmarco.com SERVICE & DESIGN, & NORMA RIVERA-SMITH 2007/12/03 2393324569 2393320706 nrsmith@amiengr.com SURVEYING INC AIRSIDE PAVEMENT, AQUATIC LANDSCAPING DESIGN JIMMY GRISALES 2011/09/19 3052572220 3052581584 jimmyg@aquaticlandscape.com, DESIGN LLC AUTO TRIM OF THE GULF COAST CHARLES SPENCE 2013/02/01 8502582128 8507631459 . AVCON INC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/topics/eeo-officer-list_d460f4ee-cbed-452c-937b-10f4dc1f3aa5.pdf?sfvrsn=c27d87c5_0