4551 search results for fla

Section63VII-100315

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

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

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

Agency Term Contract - FDOT APL Traffic Equipment

Corp. Rectangular Rapid Flashing Beacon Assembly (RRFB) R920 1 Not Awarded 85 654-001-012 Carmanah Technologies Corp. Rectangular Rapid Flashing Beacon Assembly (RRFB) R920-F 1 56 $4,557.00 Temple, Inc. 86 654-001-013 Carmanah Technologies Corp. Rectangular Rapid Flashing Beacon Assembly, Rapid Flashing Beacon Assembly (RRFB) R920E 1 56 $3,654.00 Temple, Inc. 88 700-019-001 Carmanah

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

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

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

2023FloridaGreenbookRulemaking

2023FloridaGreenbookRulemakingDraftAWatermark

2023FloridaGreenbook

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

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

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

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

2026FDM210ArterialsCollectors

Pavement EXISTING ROADWAY WITHOUT PAVED SHOULDERS CONNECTING 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 - PAVED SHOULDERS 200' 200' 200

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