4070 search results for fla

3470000.impl

displacement. Any spalling or flaking off of the surface layer that exposes the rough, pitted aggregate

SPI-521-405

are not met. Flared Wingwalls with parallel portions - 1. If the Vertical Face Retrofit is supported, to the Vertical Face Retrofit on the bridge if any of the preceding criteria for flared wingwalls with parallel portions are not met. Flared Wingwalls without parallel portions - Attach Thrie-Beam

SPI-521-405

. Flared Wingwalls with parallel portions - 1. If the Vertical Face Retrofit is supported, to the Vertical Face Retrofit on the bridge if any of the preceding criteria for flared wingwalls with parallel portions are not met. Flared Wingwalls without parallel portions - Attach Thrie-Beam

446-001

on profiles flatter than one-tenth percent (0.10%) install the concrete pavement 3. Install, ’ beyond and begin 50’ before the flat point and under travel lanes, auxiliary pavement and shoulders

446-001

on profiles flatter than one-tenth percent (0.10%) install the concrete pavement 3. Install concrete, ’ beyond and begin 50’ before the flat point and under travel lanes, auxiliary pavement and shoulders

HSIP 2023 Annual Report Submission

2021FDM210ArterialsCollectors

EXISTING SYMMETRICAL FLARE WITHOUT PAVED SHOULDERS CONNECTING ROADWAY WITH PAVED SHOULDERS TO EXISTING ASYMMETRICAL FLARE WITHOUT PAVED SHOULDERS CONNECTING ROADWAY WITH PAVED SHOULDERS TO FLARED, MEDIAN WIDTH 01/01/2018 EXHIBIT 210-2 EXISTING ROADWAY WITHOUT PAVED SHOULDERS CONNECTING FLARE

2025FDM210ArterialsCollectors

FLARE WITH PAVED SHOULDERS TO CONNECTING SIMILAR WIDTH PAVEMENTS CONNECTING DIFFERENT WIDTH PAVEMENTS EXISTING SYMMETRICAL FLARE WITHOUT PAVED SHOULDERS CONNECTING ROADWAY WITH PAVED SHOULDERS TO EXISTING ASYMMETRICAL FLARE WITHOUT PAVED SHOULDERS CONNECTING ROADWAY WITH PAVED SHOULDERS TO FLARED

Section63VII-100315

(Index261);  FlaredEndSections(Index270) 2) Polymerfibersarenotpermittedasprimarystructural

641-020

on level ground (flatter than 1:5). Increase to 60% of Ultimate before transfer. of Ultimate before, . Diameter of 12-sided poles are measured flat to flat. (See Note 2) (in/ft) Taper Total (See Note, POLE SECTION A-A STRAND PATTERN 2 Measured Flat To Flat C i r c l e T o F l a t Measured Flat To Flat C i r c l e T o F l a t SECTION A-A STRAND PATTERN 3 SECTION, e e t 2 Measured Flat To Flat C i r c l e T o F l a t See Table Sheet 2 SECTION

641-020

on level ground (flatter than 1:5). Increase to 60% of Ultimate before transfer. of Ultimate before, . Diameter of 12-sided poles are measured flat to flat. (See Note 2) (in/ft) Taper Total (See Note, POLE SECTION A-A STRAND PATTERN 2 Measured Flat To Flat C i r c l e T o F l a t Measured Flat To Flat C i r c l e T o F l a t SECTION A-A STRAND PATTERN 3 SECTION, e e t 2 Measured Flat To Flat C i r c l e T o F l a t See Table Sheet 2 SECTION

1450300FHWA

materials with defects, tears, punctures, flaws, deterioration, or other damage at no additional cost, materials with defects, tears, punctures, flaws, deterioration, or other damage at no additional cost

5140000-724FHWA

material. Replace geosynthetic materials with defects, tears, punctures, flaws, deterioration, or other, with defects, tears, punctures, flaws, deterioration, or other damage at no additional cost

SS4490600

of the bell must be flared to facilitate joining the pipe sections without damaging or displacing

SS4490600

of the bell must be flared to facilitate joining the pipe sections without damaging or displacing

All CEOPs

Exception - Non-Bridge Items X - Bridge Structures (Category 1 and 2) X X -RR-South Fla Rail Corridor X X X Vertical Clearance Variation -Category 2 Structures X -RR-South Fla Rail Corridor X X X Lateral Offset Variation -Category 1 and 2 Structures X -RR-South Fla Rail Corridor X X X, from roadside transmission sites. Also, include highway signs with remotely operated flashing beacons

4600402.origind

or bottom flange splice plates, on the right or left end of the plate, corresponding to the girder, on the girder flange opposite the mark in the splice plate. Asanalternate location for tub girder bottom flange splice plates, place the mark midway down the long side of the plate, on either, attached for shipping to the erection site. Make a matching mark on the girder flange opposite the mark, in the shop drawings, near the top flange. Mark diaphragms in the middle upper portion of the web. Mark

E51F9BidTabs

: 003 Contract Desc: FLAGLER E51F9 Project(s): Contract: Contract Time: Vendor Ranking SR A1A, to north of Mariners Drive in Flagler County. PREQUALIFICATION REQUIRED 260 AVAILABLE DAYS Project(s): FLAGLER Counties: 43912415201 (*) Fed Aid No: SR A1A N/A Contract Descr: Unit Price, MIDBLOCK CROSSWALK: REC RAPID FLASHING BEACON, FURNISH/INSTALL- AC, SIGN ASSEMBLY- BACK-BACK

FDOT D5 Roundabout Ready Campaign_SUBMITTED 4.3.25

Improvements Location: Bunnell, Flagler County Phase: Construction Construction Timeline: Spring 2024, 100 vendors attending  12 miles from project - Potential Partners: o Flagler Sheriff Department o Flagler County Fairgrounds o Haw Creek Community Center 21 441210-1 SR 5 (US 1) at Old Dixie Highway Roundabout Location: Bunnell, Flagler County Phase: Completed Construction Timeline, : o Flagler County o City of Bunnell o Old Dixie Community Park o Local Churches- St Mary’s

9620000-723FHWA

, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact (Zone 1, A847 Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size Square, , Flattening), Size 962-8.1 Pipe Railings: Provide steel pipe conforming to the requirements of ASTM, , Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact (Zone 1), Size, A847 Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size Square