4701 search results for fla

Travel Demand Modeling (TDM) Manual_Developing_Ch 3 - Preparing Model Data

Revised March 2025 2 • In what format is the data needed? Example formats may include: − Flat text, with and include ensuring that the datasets are complete and do not contain apparent flaws. Common examples of flaws may consist of: • Incomplete records such as zones with population values

DRAFT - Developing a Travel Demand Model Chapter 3 Preparing Model Data

is the data needed? Example formats may include: o Flat text, comma delimited tables, dbf files o, that the datasets are complete and do not contain obvious flaws. Common examples of flaws may include

FDOT.NMTM.2024

at Kingman Rd West Palm Beach, S Flagler Dr West at P B Atlantic Uni Odessa, Sun Coast Trail Port St, - Northside West Palm Beach, S Flagler Dr East at PB Atlantic Uni Jacksonville, Fuller Warren, West Palm Beach, S Flagler Dr West at P B Atlantic Uni Tallahassee, Tennessee St at N Woodward Ave, River Greenway at Markham Park West Palm Beach, S Flagler Dr East at PB Atlantic Uni Naples, Gordon, . Daily Users: 159 District 3 43 S Flagler Dr, West Palm Beach, Palm Beach County Side Fire

SPI-450-450e

Pairs and Bars 5E. 4. To determine the required number of Bars 3C (bottom flange transverse, Bars 5G Top of Flange (Typ.) Clear (Typ.) 1¼" Min. (Typ.) FSB Topping C.I.P. Bars 5B Bars 5G Bars 5A C o v e r 2 ½ " Bars 5B of f langes Gap at top Flange FSB see notes Backer, . of the gap between adj acent FSBs. Measure gap at the top of the flanges uncompressed diameter

441700-1_Cove Road PD&E_Final_Pond Siting Report

east to SR 5/US 1 relatively flat with elevations ranging from a high of approximately 18 feet

2025-PublicHearing_MIAMI_DADE_COUNTY_Summary

SR 968/W FLAGLER ST TO S OF NW 154 STREET Type of Work: PD&E/EMO STUDY Phase Funding Source 2027

Design Standards 2004 Interim

for in the plans or at the contractor's option whenever the plans call for the flared end anchorage option

SS4490100

at the end of the bell must be flared to facilitate joining the pipe sections without damaging

E4Y44-R0

FLARED END SECT) EA 1.000 E536-301-502 END ANCHOR ASSEM TYPE II (REPL ROUND END SECT) EA 1.000

SS4620000

the cap with O-ring seals or precision fitted flat gaskets placed against the bearing plate. Use O-ring seals or precision fitted flat gaskets which meet the requirements of 462-4.2.6.2. Place a grout, as defined in the following table: Duct Shape Duct Diameter Duct Thickness Flat any size 0.08 inch, , Precast Flat Slab Bridges and Double Tee Bridges). 462-5.1 Tendon Modulus of Elasticity Test, tendons used in flat slabs or precast voided slabs. The test procedure consists of stressing the tendon

44893715201-PLANS-01-ROADWAY

D3-11-13-25BSN

TRAILING ANCHORAGE, REPLACE EXISTING EA 2.000 E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED, ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 4.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 4.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 4.000 E536-322-506 END ANCHOR ASSEM FLARED (REPL GUARDRAIL BEAM) EA 4.000 Page 10 Bid Solicitation Notice, E536-322-508 END ANCHOR ASSEM FLARED (REPL TIMBER BREAK POST) EA 4.000 E536-324-506 END ANCHOR ASSEM

20240701_210265-9_SRA1A_78040

Geo, Inc. 07/01/24 Page Mainline Inside: N/A State Road No.: SR A1A Flagler C/L Shoulder: Project, and Condition Data Cored By: CSI Geo, Inc. 07/01/24 Page Inside: N/A State Road No.: SR A1A Flagler C, Data Cored By: CSI Geo, Inc. 07/01/24 Page N/A State Road No.: SR A1A From: Flagler C/L Shoulder

2024nov-thu02-10-YearsFRP-RCx

(D6) • South Maydell Dr over Palm River (D7) • SR-A1A Flagler Beach Seawall (Segment 3) (D5, ) • D4: SR 5/US 1 Over Earman River (442891-1) – In-house Design. • D5: SR-A1A Seawalls - Flagler, Construction: D5 Example Projects • SR-A1A Seawalls - Flagler Beach & Nth Vo l u s i a Co. (452443-1

2024nov-thu02-10-YearsFRP-RCx

(D6) • South Maydell Dr over Palm River (D7) • SR-A1A Flagler Beach Seawall (Segment 3) (D5, ) • D4: SR 5/US 1 Over Earman River (442891-1) – In-house Design. • D5: SR-A1A Seawalls - Flagler, Construction: D5 Example Projects • SR-A1A Seawalls - Flagler Beach & Nth Vo l u s i a Co. (452443-1

E59C0BidTabs

Order: Letting: District: 002 Contract Desc: BREVARD, DIST/ST- WIDE, FLAGLER, LAKE, MARION, Financial Project No.: 444100-1-72-16 Fiscal Year: 2025 Counties: Districtwide (Volusia, Flagler, Brevard, CALENDAR DAYS Project(s): BREVARD, DIST/ST- WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE

Community Transportation Coordinators

/ Thaddeus Davenport (Interim)850-595-3228 tjdavenport@myescambia.com 850-595-0501 Flagler Organization Name Website Address Contact Info Find a Ride Flagler County Board of County, Flagler County Mike Dickson 386-313-4191 mdickson@flaglercounty.org 386-313-4100 Franklin

D5-01-06-26BSN

, DIST/ST- WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE, SUMTER, VOLUSIA 11 E53D6-R0 42795717267(*) BREVARD 13 E55D0-R0 44410017225(*) FLAGLER, LAKE, SEMINOLE, VOLUSIA 16 E55D9, : E50E7-R0 District:05 Counties: BREVARD, DIST/ST-WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA

Design Standards 2010 Interim

PAVEMENT AHEAD (MOT-15-06) and LOOSE GRAVEL (W8-7) sign; (Sheet 9) Added note that Standard Orange Flags, to BUILD-UP DIAGRAMS; Changed note at CL Flanges in SECTION A-A. "<view IDS> 20350 1-3 of 3

5300201-722FHWA

Sulphate) (AASHTO T 104) Maximum loss 12%** (after five cycles) Flat and elongated pieces, %* Soundness (Sodium Sulphate) (AASHTO T 104) Maximum loss 12%** (after five cycles) Flat and elongated