4070 search results for fla

Standard Plans - FY 2023-24

" Pipe 264 3D 430-020 Flared End Section 270 SPI 3D 430-021 Errata, and Sidewalk Curb Ramps 304 522-003 Concrete Flared Driveways 515/516 SPI, Control Signal Installation Details 17764 SPI 654-001 Rectangular Rapid Flashing

Standard Plans - FY 2024-25 CADD (DGN - CEL)

Concrete Endwall - Energy Dissipator - 30" to 72" Pipe 264 430-020 DGN Flared End, 304 522-003 DGN Concrete Flared Driveways 515/516 Ditch and Slope Pavement, 17764 654-001 DGN Rectangular Rapid Flashing Beacon Assembly 11862 659-010 DGN

Standard Plans - FY 2025-26

- Energy Dissipator - 30" to 72" Pipe 264 3D 430-020 Flared End Section, Curb Ramps 304 522-003 Concrete Flared Driveways 515/516 SPI, Rectangular Rapid Flashing Beacon Assembly 11862 SPI 659-010 Span Wire Mounted

D4-09-05-25BSN

FLAMINGO AVENUE TO SOUTH OF PINE AVE - RES Limits: 86050000 Project(s): 44840515201(*) Federal Aid, ), tree (protection, pruning), and sod along State Road A1A (North Ocean Drive) from south of Flamingo

SunGuide Architecture Guidelines (SAG) 2.0

startup completed flag (until this flag is set, no XML will be processed by the subsystem

1450000.FHWA

, flaws, deterioration, or other damage. However, if approved by the Engineer, the Contractor may repair, face of the slope. Pull the geosynthetic material tight, and secure it as necessary to lay flat, the material if it has defects, tears, punctures, flaws, deterioration, or other damage. However, material tight, and secure it as necessary to lay flat against the soil prior to fill placement. Place

Section11.3-042214_1-15WB

supplemental examinations such as for transverse flaw detection, scanning shall be a minimum of 6dB over, allowable length under the provisions of Class B or C, the flaw shall be considered a single acceptable, . For these instruments the gated output instead of the A-scan display shall be verified for linearity. A. Select a flat

Section113_042214

supplemental examinations such as for transverse flaw detection, scanning shall be a minimum of 6dB over, allowable length under the provisions of Class B or C, the flaw shall be considered a single acceptable, . For these instruments the gated output instead of the A-scan display shall be verified for linearity. A. Select a flat

9320200-724IMPL

in the finished product. External load bearing plates shall be finished or machined flat to within 0.01, pads shall not exceed an out of flatness value of 0.0625 inches. External load bearing plates (e.g

441699-1 CR 713 PDE Study from I-95 to CR 714 APW FAR Ad

TEO-26-06

such as Rectangular Rapid Flashing Beacons (RRFBs) and traditional traffic signals were more commonly preferred, , and Rectangular Rapid-Flashing Beacons in Texas,” Transportation Research Record: Journal, , [8] M. A. Brewer, K. Fitzpatrick, and R. Avelar, “Rectangular Rapid Flashing Beacons and Pedestrian, of Pedestrian Hybrid Beacons and Rapid Flashing Beacons,” FHWA-HRT-16-040, Jul. 2016. [11] K. Fitzpatrick, –Flashing Right Turn Signal with Pedestrian Indication: Human Factors Studies to Understand

E21G0-R0

- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA 3.000 E536- 6-424 END ANCHORAGE ASSEM (REPLACE) (PARALLEL) EA 2.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH, FLARED END SECT) EA 2.000 E536-301-502 END ANCHOR ASSEM TYPE II (REPL ROUND END SECT) EA 2.000

E21U0-R0

- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA 3.000 E536- 6-424 END ANCHORAGE ASSEM (REPLACE) (PARALLEL) EA 2.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED, FLARED END SECT) EA 2.000 E536-301-502 END ANCHOR ASSEM TYPE II (REPL ROUND END SECT) EA 2.000

1450000D01-724FHWA

, punctures, flaws, deterioration, or other damage at no additional cost to the Department, , the Engineer will reject the material if it has defects, tears, punctures, flaws, deterioration, of the slope. Pull the geosynthetic material tight, and secure it as necessary to lay flat against the soil, geosynthetic materials with defects, tears, punctures, flaws, deterioration, or other damage at no additional, material tight and secure it as necessary to lay flat against the soil prior to fill placement

2025-26 DB Boilerplate

FY 2024-25 Design Build BoilerPlate

FY 2024-25 Design Build BoilerPlateREV4

Design Build BoilerPlate FY 2023-24 REV 6-20-23

Design Build BoilerPlate FY 2023-24 REV6 10-10-23cln

6330201-724FHWA

Locator, will include all tools, labor, equipment, locating and marking hardware (such as flags, paint, , labor, equipment, locating and marking hardware (such as flags, paint, and shovels), supplies