4427 search results for fla

D4 Public Hearing Report 2025 - Broward

TO CHANGE BROWARD COUNTY Florida Rail Enterprise 437454-1 - SFRC FLAGGING AND EMERGENCY SERVICES Type, - BROWARD BOULEVARD FROM FLAMINGO ROAD TO SOUTHWEST 1ST AVENUE Type of Work: OPERATING FOR FIXED ROUTE

D4 Public Hearing Report 2026 - Broward

/Segment SUBJECT TO CHANGE BROWARD COUNTY Florida Rail Enterprise 437454-1 - SFRC FLAGGING, $545,000 $545,000 $545,000 $545,000 $546,000 440262-1 - BROWARD BOULEVARD FROM FLAMINGO ROAD

CSHB1397-HARTGovernanceOperationalManagementAnalysis

Webinar 1_Overview of HCM 7th Ed. & HCS - 08.19.2025

(unmarked) 24 Crosswalk markings only (any type) 33 Crosswalk markings, plus: Pedestal-mounted flashing beacon 26 Overhead sign 35 Overhead flashing beacon (push-button activation) 51 Overhead flashing beacon (passive activation) 73 In-roadway warning lights 58 Median refuge island 60 Pedestrian crossing flags 74 In-street pedestrian crossing signs 76 Rectangular rapid-flashing beacon (RFFB

sp1020301redline

the Engineer is notified that setup is complete and flagging operations and maintenance of devices, the Engineer is notified that setup is complete and flagging and maintenance of devices is ready

SP1020301

is complete and flagging operations and maintenance of devices are ready to begin. Travel time, is complete and flagging and maintenance of devices is ready to begin. Travel time to and from the work

SP1020301

through Thursday. Time begins when the Engineer is notified that setup is complete and flagging, and Holidays. Time begins when the Engineer is notified that setup is complete and flagging

2024nov-thu02-RailSafety

% 77.68% 1.99% 16.13% % of Collisions by Warning Device Flashing Lights None* Gates Other Passive 79% 82% of collisions between 2013 -2023 happened at crossings with flashing lights/gates, • Trainfo • Flashing Chevrons Traffic Signal Preemption Preemption required if any

2024nov-thu02-RailSafety

% 77.68% 1.99% 16.13% % of Collisions by Warning Device Flashing Lights None* Gates Other Passive 79% 82% of collisions between 2013 -2023 happened at crossings with flashing lights/gates, • Trainfo • Flashing Chevrons Traffic Signal Preemption Preemption required if any

1020509.origind

rotating, flashing, oscillating or strobe light 102-9.15 When required, furnish, install, intensity amber or white rotating, flashing, oscillating or strobe light . Lights should shall, of retroreflective sheeting or flashing warning lights. Toavoiddistractiontomotorists

444634-1_SR72_CE2-Draft

The topography of the project study area is flat, consisting of single-and multi-family residential use, along, ) SE Lowland loosestrife (Lythrum flagellare) SE Sand butterfly pea (Centrosema arenicola) SE

450-199

p a n � Span Top Flange Width (Varies) S l o p e = V a r i e s " Design Min. 2 1

450-199

a n � Span Top Flange Width (Varies) S l o p e = V a r i e s " Design Min. 2 1 End

4500000resp

considered (beam back face, upper and lower flange widths, and ends of the beam areas). The revision

1974-Self&Bollmann-RESULTS_OF_THE_STATIC_LOAD_TESTS_CONDUCTED_ON_SUNSHINE_SKYWAY_BEAMSxx

on the girder flange. Deflections were measured with respect to a taught wire stretched over supports placed on the flange at each end of the girder. ( 6, Following are the test reports. The first report, was exceeded. lack of consideration for the shear capacity of the flange, redistribution of stress in the web, of the One side of the lower flange was spalled from the end block for a distance of about 7 ft, data are plotted on page j'*}. a load of 46 kips. The first crack occurred under The lower flange

450-199

a n � Span Top Flange Width (Varies) S l o p e = V a r i e s " Design Min. 2 1 End

170019_2021-03-29_INSPECTION REPORT REGULAR NBI

% Deck Area: 6735 sqft Border Struct No (99): Structure Flared (35): 0 No flare FIPS State/Region, Hours: Fracture Critical 4 mos 24 02/22/2021 Flagger Hours: Underwater X 0 mos 09/09/2004

CH 5_redline_2025-02

Information Resource (FLAIR) and provides a FLAIR Funds Approval Letter to be included, for all FLAIR encumbrances and the associated funds approvals. • Forward the grant agreement

2014-FDOTexpo-FRPtraining

Flat Slab Superstructures - Pile Bent Caps not in direct contact with water - Pier Columns and Caps, )  Degradation factors  Moisture - Diffusion through matrix - Flow through cracks or other flaws

D1450000.do

, the Engineer will reject the material if it has defects, tears, punctures, flaws, deterioration, tight, and secure it as necessary to lay flat against the soil prior to fill placement