4650 search results for pavement design
E21B5Addenda003
who performs a constructability review on a design contract or who participates in a value, - BRIDGE, 36" SINGLE-SLOPE LF 445.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 40.000, - 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44928675201) LS 1.000 0102- 2-300 SPECIAL DETOUR, - OPTIONAL BASE, BASE GROUP 12 SY 5,366.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 2,024.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 810.000 0327- 70
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21b5addenda003.pdf?sfvrsn=cf9eb983_1D2-05-21-25BSN
OF INTEREST A contractor who performs a constructability review on a design contract or who participates, TRAFFIC RAILING- BRIDGE, 36" SINGLE-SLOPE LF 445.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON, (44928675201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44928675201) LS 1.000 0102- 2-300, PAVEMENT, 3" AVG DEPTH SY 2,024.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 810.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 22,389.000 0327- 70
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/d2-05-21-25bsn.pdf?sfvrsn=d6be70d8_4TP-04-25-25BSN
A contractor who performs a constructability review on a design contract or who participates in a value, roadway, drainage, signing and pavement markings, lighting, signalization, ITS, bridge structures, toll, SLOPE PAVEMENT,NON REINFORCED, 4" SY 396.000 0630- 2- 16 CONDUIT, FURNISH & INSTALL, EMBEDDED CONCRETE, OF TRAFFIC (44276425201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44276425201) LS, /RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 11,897.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr25/tp-04-25-25bsn.pdf?sfvrsn=2bdd2c6_1D3-06-12-25BSN
performs a constructability review on a design contract or who participates in a value engineering study, 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (21791095201) LS 1.000 0102- 2-300 SPECIAL DETOUR, - OPTIONAL MATERIALS SY 1,031.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 11,065.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 2,104.000 0334- 1- 13, - MISCELLANEOUS ASPHALT PAVEMENT TN 13.400 0350- 30- 13 CONCRETE PAVEMENT FOR ROUNDABOUT APRON, 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/d3-06-12-25bsn.pdf?sfvrsn=2362da24_2D3-06-19-25BSN
. CONFLICT OF INTEREST A contractor who performs a constructability review on a design contract or who, PAVEMENT (21791095201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (21791095201, - 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 11,065.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 2,104.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN, - MISCELLANEOUS ASPHALT PAVEMENT TN 13.400 0350- 30- 13 CONCRETE PAVEMENT FOR ROUNDABOUT APRON, 12" DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun19/d3-06-19-25bsn.pdf?sfvrsn=ef7918d0_1E8U78-R0BidTabs
Percent Of Low Bid Total Bid Rank Vendor Bid Type Bid Status 1 ALEXANDER DESIGN + BUILD, LLC $157,500.00 100.00% Responsive Winning bid 2 T & M LAWN-FENCE SERVICE INC $159,000.00 100.95% Responsive Non-Winning Bid 3 P&P CONTRACTING, INC. $210,000.00 133.33% Responsive Non-Winning Bid 4, , slope pavement, sound walls, and reinforced or mechanically stabilized earth walls and other, ) ALEXANDER DESIGN + BUILD, LLC (2) T & M LAWN-FENCE SERVICE INC (3) P&P CONTRACTING, INC. Units
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2023/oct17/e8u78-r0bidtabs.pdf?sfvrsn=13ec2c76_1DIXIE COUNTY_TWOP2026-2030 WPPH_BY DESCRIPTION_11-13-2024_SUBJECT TO CHANGE
Operations Program: Aviation 431310-4 - CROSS CITY APT DESIGN & CONST TWY "B" & TWY B3 CONNECTOR, CITY APT DESIGN & CONSTRUCT HANGAR PFL0013558 Type of Work: AVIATION REVENUE/OPERATIONAL Phase, for Project 446235-1 $500,000 441951-2 - RUNWAY 13-31, DECOUPLE RW 4-22 FROM RW 13-31 7 & TAXIWAY PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-description/dixie-county_twop2026-2030-wpph_by-description_11-13-2024_subject-to-change.pdf?sfvrsn=3fa9e17d_1DIXIE COUNTY_TWP2026-2030 WPPH_BY ITEM_11-13-2024_SUBJECT TO CHANGE
Program: Aviation 431310-4 - CROSS CITY APT DESIGN & CONST TWY "B" & TWY B3 CONNECTOR PFL0014312, APT DESIGN & CONSTRUCT HANGAR PFL0013558 Type of Work: AVIATION REVENUE/OPERATIONAL Phase Funding, PAVEMENT Type of Work: AVIATION PRESERVATION PROJECT Phase Funding Source 2026 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-type/dixie-county_twp2026-2030-wpph_by-item_11-13-2024_subject-to-change.pdf?sfvrsn=ae29165a_1SMO-26-04
with this procedure is the inconsistencies observed in the vehicles used, pavement conditions, ambient, / Districts Central Office Materials, Product Evaluation, Design, Construction, and Maintenance. Existing, and will be able to design their products to meet standardized and consistent testing procedures, thereby
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/smo-26-04.pdf?sfvrsn=8e617d9_1LAP3440000-122resp
. Response: This is beyond of the Spec scope. Concrete pavement is detailed in FDOT Spec 350, : The term “hot weather concrete” refers to the concrete mix design classification with temperatures, . Mix design classified as “hot weather mixes” can be placed up to 100°F, while mixes without
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/comments-responses/lap3440000-122resp.pdf?sfvrsn=941cd09d_21200801.origind
Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? No Is a Design Bulletin, Plan meeting the requirements of 105-3. Forconstructionofmainline pavement lanes, turn lanes, ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/1200801.origind.pdf?sfvrsn=edfb69d2_07060600int
Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, efficiency and quality. W h i c h F D O T offices does the change impact? Design, Construction, Basis, July 1st every year. RAISED PAVEMENT MARKERS AND MARKER ADHESIVE (REV 6-3-25) ARTICLE 706-6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/7060600int.pdf?sfvrsn=714251c4_17060600ind
Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, efficiency and quality. W h i c h F D O T offices does the change impact? Design, Construction, Basis, July 1st every year. RAISED PAVEMENT MARKERS AND MARKER ADHESIVE (REV 6-3-25) ARTICLE 706-6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/7060600ind.pdf?sfvrsn=180b3231_1DIXIE COUNTY_TWP2027-2031 WPPH_BY ITEM_10-13-2025_SUBJECT TO CHANGE
COUNTY Modal Development: Aviation 431310-4 - CROSS CITY APT DESIGN & CONST TWY "B" & TWY B3 CONNECTOR, $1,375,000 $1,250,000 434919-2 - CROSS CITY APT DESIGN & CONSTRUCT HANGAR PFL0013558 Type of Work, 13-31 7 & TAXIWAY PAVEMENT Type of Work: AVIATION PRESERVATION PROJECT Phase Funding Source 2027
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-item/dixie-county_twp2027-2031-wpph_by-item_10-13-2025_subject-to-change.pdf?sfvrsn=9e5100b4_1DIXIE COUNTY_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE
TO CHANGE DIXIE COUNTY Modal Development: Aviation 431310-4 - CROSS CITY APT DESIGN & CONST TWY "B, for Project 431310-4 $1,375,000 $1,250,000 434919-2 - CROSS CITY APT DESIGN & CONSTRUCT HANGAR PFL0013558, FROM RW 13-31 7 & TAXIWAY PAVEMENT Type of Work: AVIATION PRESERVATION PROJECT Phase Funding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-description/dixie-county_twp2027-2031-wpph_by-description_10-13-2025_subject-to-change.pdf?sfvrsn=4884f1a_1D3-02-12-26BSN
calendar days. CONFLICT OF INTEREST A contractor who performs a constructability review on a design, under this District Contract consist of milling and resurfacing, flexible pavement reconstruction, base work, shoulder treatment, drainage improvements, curb and gutter, ditch pavement, and signing and pavement markings on State Road 10 (US 90A) from Perdido River Bridge to W of Beulah Rd, - MAINTENANCE OF TRAFFIC (45293015201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (45293015201
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/feb12/d3-02-12-26bsn.pdf?sfvrsn=bcce6cea_1444634-1_SR72_NSR_20240918
% annual growth rate). While SR 72 (Clark Road) currently operates above its designated LOS standard, as part of the emergency evacuation route network designated by the Florida Division of Emergency, of which are designated state and county evacuation routes. The proposed project is anticipated, and transportation strategies through urban design that improve traffic movement as well as walking, and the criteria used to determine if a future design year (2045 & 2050) traffic noise level with the new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72_nsr_20240918.pdf?sfvrsn=7562c1b3_1RAbbrevations
Treated Permeable Base E.P. or EOP Edge Of Pavement ITS Intelligent Transportation Systems Auxil, LRFD Load Resistance Factor Design Cl. Clearance FDEP Florida Department Of Environmental Protection, RPM Raised Pavement Markers UL Underwriters Laboratories No. Number R/R or RR Railroad UPS, . Specification ----------------- Y ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/rabbrevations.pdf?sfvrsn=e92119b0_2FE QUALIFICATION REPORT AND CHECKLIST CLEAN 2024 Final
As-Built Pavement data submitted appropriately CPAM 11.4 ☐ ☐ ☐ FORMTEXT (2)Alternative, 8.14) (1)Asphalt pavement Specifications 338 ☐ ☐ ☐ FORMTEXT (2)Concrete pavement, 475 DB Only ☐ ☐ ☐ FORMTEXT (8)Design Build warranty (complete project) ☐ ☐ ☐ FORMTEXT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/review-and-admin/fe-qualification-report-and-checklist-clean-2024-final.docx?sfvrsn=6e03bf6d_2RAbbrevaions
Treated Permeable Base E.P. or EOP Edge Of Pavement ITS Intelligent Transportation Systems Auxil, LRFD Load Resistance Factor Design Cl. Clearance FDEP Florida Department Of Environmental Protection, RPM Raised Pavement Markers UL Underwriters Laboratories No. Number R/R or RR Railroad UPS, ----------------- Y ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rabbrevaions.pdf?sfvrsn=badc2815_2