13229 search results for DESIGN
444202_kickoff newsletter_final_rev
) Study 3 Design 4 Right of Way Acquisition (if needed) 5 Construction 6 Maintenance Why it’s, for Final Design 3400 West Commercial Boulevard, Fort Lauderdale, FL 33309 954-777-4319 or Toll Free Number 866-336-8465, ext. 4319 Project Funding: Design and Construction: Unfunded W: Winter, S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95ml-linton-6ave/444202_kickoff-newsletter_final_rev.pdf?sfvrsn=3138a530_2NoiseBarrierFlowchart-05-22-2023
. Are receptors impacted for future (i.e., design year) conditions with existing noise barrier? a,b 1 2 Determine noise levels for future Design conditions in a “no noise barrier” c scenario (removing, Reduction Design Goal (NRDG)? Analysis complete. Maintain existing noise barrier system. 4 5 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/noise/noisebarrierflowchart-05-22-2023.pdf?sfvrsn=579b28f0_1I95 North Project_Newsletter_English 4-4
Planning 2 Project Development and Environment (PD&E) Study 3 Design 4 Right of Way, Design 3400 West Commercial Boulevard, Fort Lauderdale, FL 33309 954-777-4468 or Toll Free Number at (866) 336-8435, ext. 4468 Project Funding: PD&E: Funded I Design: Unfunded I Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95mlokeechobee/i95-north-project_newsletter_english-4-4.pdf?sfvrsn=4e7a2264_30050104int
/No Other Standard Plans No Florida Design Manual No Structures Manual No Basis of Estimates, impact? Design, Construction, Product Evaluation What is the impact to districts with this change, in compliance with the design shown in the Plans. Prepare all shop drawings using the same units
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/0050104int.pdf?sfvrsn=32633ffc_1AI-95 PD&E PBC FM#444202-2 - NEWSLETTER 4.17
alternatives. 1 Planning 2 Project Development and Environment (PD&E) Study 3 Design 4 Right, alternative for Final Design 3400 West Commercial Boulevard, Fort Lauderdale, FL 33309 954-777-4468 or Toll Free Number at (866) 336-8435, ext. 4468 Project Funding: PD&E: Funded I Design: Unfunded I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95mlokeechobee/ai-95-pd-e-pbc-fm-444202-2---newsletter-4-17.pdf?sfvrsn=5baf3b26_1SR 60 CAP
Design Consideration/Access Management ............................ 4 VII.Public Involvement, with the Florida Department of Transportation (FDOT) Design Manual, Part 1. Submitted, Awareness Plans (CAPs) are developed on all transportation design projects. The objectives of this CAP, any potentially controversial issues during the design phase prior to construction. • Establish, vehicles V. SPECIAL COMMITMENTS There are no known special commitments. VI. TRAFFIC CONTROL DESIGN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/sr-60-cap.pdf?sfvrsn=1de57a21_1Exhibit 120-3
SPEED = 35 MPH DESIGN SPEED = 35 MPH TARGET SPEED = 35 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 30600 ESTIMATED OPENING YEAR = 2020 AADT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-120-3.pdf?sfvrsn=8ef845d9_1Exhibit 120-4
/A : L.A. FACILITY N/A : FL GREENBOOK POSTED SPEED = 60 MPH DESIGN SPEED = 60 MPH TARGET SPEED = 60 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 30600
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-120-4.pdf?sfvrsn=16a05dab_1Exhibit 906-1
upstream and HYDRAULIC DESIGN DATA WATER SURFACE ELEVATIONS: N.H.W. (Non-Tidal) 24.6 M.H.W. (Tidal) N/A CONTROL (Non-Tidal) N/A M.L.W. (Tidal) N/A FLOOD DATA: MAX EVENT OF RECORD DESIGN FLOOD BASE FLOOD, of being exceeded in any given year (100 year frequency). Design Flood: Utilized to assure a desired
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-906-1.pdf?sfvrsn=72109d74_1Exhibit 913-6
CLASSIFICATION = N/A DESIGN SPEED = 70 MPH DESIGN HOUR T = 5 % K = 9 % D = 56 % T = 10 % (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 51500 ESTIMATED OPENING YEAR = 2020 AADT = 23300 = 2018 AADT = 22300
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-6.pdf?sfvrsn=c88feb53_1Exhibit 913-7
STABILIZATION LBR 40 GROUND NATURAL TRAFFIC DATA CONTEXT CLASSIFICATION = N/A DESIGN SPEED = 70 MPH DESIGN HOUR T = 5 % K = 9 % D = 56 % T = 10 % (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-7.pdf?sfvrsn=73c3581_1Exhibit 913-11
(TRAFFIC B) (2") OPTIONAL BASE GROUP 6 (8") WITH TYPE B STABILIZATION (12") TRAFFIC DATA DESIGN SPEED = 70 MPH DESIGN HOUR T = 6.5% K = 9.50% D = 52% T = 12.8% (24 HOUR) ESTIMATED DESIGN YEAR = 2042
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-11.pdf?sfvrsn=85206acc_1FDOTQCInspectorSuiteForFDOTSS4QA
this cause downstream? A: Legacy Levels by definition are levels used in design files created, of the Legacy Levels are copied into a current Standard design file, MicroStation will automatically place, Levels into active design files and the tool to Clear Embedding Line styles. - The new Existing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/fdotqcinspectorsuiteforfdotss4qa_49f13e6b-4922-4fb9-8e8d-7f921c94416d.pdf?sfvrsn=9c1e8f15_0Exhibit 913-2
CONTEXT CLASSIFICATION = C1 STA. 63+65.42 TO STA. 108+35.00 DESIGN SPEED = 55 MPH DESIGN HOUR T = 5% K = 9% D = 56% T = 10% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 51500 ESTIMATED OPENING YEAR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-2.pdf?sfvrsn=ae931178_3Redlines Exhibit 913-2
CONTEXT CLASSIFICATION = C1 STA. 63+65.42 TO STA. 108+35.00 DESIGN SPEED = 55 MPH DESIGN HOUR T = 5% K = 9% D = 56% T = 10% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 51500 ESTIMATED OPENING YEAR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-2.pdf?sfvrsn=b8c4ebd9_3Exhibit 120-4
/A : L.A. FACILITY N/A : FL GREENBOOK POSTED SPEED = 60 MPH DESIGN SPEED = 60 MPH TARGET SPEED = 60 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 30600
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-120-4.pdf?sfvrsn=951b8a6c_1Exhibit 906-1
upstream and HYDRAULIC DESIGN DATA WATER SURFACE ELEVATIONS: N.H.W. (Non-Tidal) 24.6 M.H.W. (Tidal) N/A CONTROL (Non-Tidal) N/A M.L.W. (Tidal) N/A FLOOD DATA: MAX EVENT OF RECORD DESIGN FLOOD BASE FLOOD, of being exceeded in any given year (100 year frequency). Design Flood: Utilized to assure a desired
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-906-1.pdf?sfvrsn=e7c77ff_1Exhibit 913-2
CONTEXT CLASSIFICATION = C1 STA. 63+65.42 TO STA. 108+35.00 DESIGN SPEED = 55 MPH DESIGN HOUR T = 5% K = 9% D = 56% T = 10% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 51500 ESTIMATED OPENING YEAR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-2.pdf?sfvrsn=98200f34_1Exhibit 913-6
CLASSIFICATION = N/A DESIGN SPEED = 70 MPH DESIGN HOUR T = 5 % K = 9 % D = 56 % T = 10 % (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 51500 ESTIMATED OPENING YEAR = 2020 AADT = 23300 = 2018 AADT = 22300
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-6.pdf?sfvrsn=fa2570eb_1Exhibit 913-7
STABILIZATION LBR 40 GROUND NATURAL TRAFFIC DATA CONTEXT CLASSIFICATION = N/A DESIGN SPEED = 70 MPH DESIGN HOUR T = 5 % K = 9 % D = 56 % T = 10 % (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-7.pdf?sfvrsn=51d242da_1