189 search results for fla

Historical Item Averages Statewide 12 Months

DETOUR 0102 5 39 $32.28 $1,008,115.80 31,234.000 HR N PEDESTRIAN ESCORT/FLAGGER 0102 14 191 $53.88, $17,726.75 $35,453.50 2.000 EA N "FLAP GATES, 0-24""" 0430880 02 1 $19,200.00 $153,600.00 8.000 EA N "FLAP GATES, 25-36""" 0430880 03 1 $64,998.08 $129,996.16 2.000 EA N "FLAP GATES, 37-48""" 0430886 24, $120,000.00 4.000 EA N MOVABLE BRIDGE MACHINERY & CASTING-REHABILITATION, RECONDITION, FLAT RACK,CURVED RACK, FLAT TRACK 0465 2453 1 $25,000.00 $100,000.00 4.000 EA N MOVABLE BRIDGE MACHINERY & CASTING

RTrafficControlSignalsandDevices

DEV457-939CP (10-26-26)

. Install zinc mesh having flag connectors welded to the mesh and protected with epoxy. Compress, . Connect anode wires to the flag connectors as shown in the Plans. Apply a second binder coat, wires from the flag connectors, and reference- cell wires to the associated junction box. Complete, 2-inch hot-dip galvanized steel channels with the flanged side facing the pile or jacket. Use

Section111V2-727

: Base Flange Removal, Relocation, and Reattachment (Fillet Welds Only) Scope This repair, for a minimum of 1.0” on each side of the original weld, prior to cutting off the flange, stiffener, (MT) to verify there is no surface or near-surface cracking. C. The base flange shall be fit, to galvanizing repair. F. If the structure is galvanized, repair the upright and base flange connection, and base flange connection per the manufacturer’s recommended repair procedure. Topic No. 675-000-000

BStructures

APPROACHES) 11/01/22 1 2 400-090 of Bent Cap (Flat Slab Bridge) or Girder Bridge) or Edge Back, - extend ƀ AND END BENT WINGWALL SECTION THRU APPROACH SLAB BRIDGE SHOWN, FLAT SLAB BRIDGE SIMILAR, , FLAT SLAB BRIDGE SIMILAR) VIEW D-D AT BEGIN OR END BRIDGE (BEAM JOINT DETAIL LONGITUDINAL, APPROACHES) 11/01/17 1 2 400-091 of Bent Cap (Flat Slab Bridge) or Girder Bridge) or Edge Back Face, , FLAT SLAB BRIDGE SIMILAR) VIEW C-C AT BEGIN OR END BRIDGE (BEAM AND RETAINING WALL SECTION THRU

9750200FHWA

of Section 560. Prepare and coat sixteen flat and four composite test panels in accordance with AASHTO R-31, flat test panels for random laboratory verification testing by the Department. 975-2.2.2 Outdoor Exposure Testing: Prepare and coat eight test panels (four flat and four composite) for exposure, Performance Requirements: For laboratory testing, use flat test panels prepared in accordance with AASHTO R, of Section 560. Prepare and coat sixteen flat and four composite test panels in accordance

D4 Public Hearing Report 2028 - Broward

COUNTY Florida Rail Enterprise 437454-1 - SFRC FLAGGING AND EMERGENCY SERVICES Type of Work: RAIL, $4,000,000 LF $1,480,475 Total for Project 448288-1 $5,480,475 448290-1 - HONEY HILL DR FROM FLAMINGO RD, TO FLAMINGO ROAD Type of Work: BIKE LANE/SIDEWALK Phase Fund Code 2028 2029 2030 2031 2032 Construction

2027FDMPart1DevelopmentProcess

2027FDM110InitialEngineering

: (1) Tender House Roof Materials (e.g., felts, flashings, mastics) (2) Tender House Floor Materials

2027FDM948UtilityWork

such that the stationing is increasing from left to right. Flag and station the begin and end of the utility work

Standard Plans - FY 2026-27 CADD (DGN - CEL)

Flared End Section 270 430-021 DGN Cross Drain Mitered End Section 272, 522-003 DGN Concrete Flared Driveways 515/516 Ditch and Slope Pavement 524-001 DGN, 654-001 DGN Rectangular Rapid Flashing Beacon Assembly 11862 659-010 DGN Span Wire

Standard Plans - FY 2027-28 CADD (DGN - CEL)

Flared End Section 270 430-021 DGN Cross Drain Mitered End Section, Flared Driveways 515/516 Ditch and Slope Pavement 524-001 DGN Ditch, 17764 654-001 DGN Rectangular Rapid Flashing Beacon Assembly

Standard Plans - FY 2027-28

" to 72" Pipe 264 3D 430-020 Flared End Section 270, 304 522-003 Concrete Flared Driveways 515/516, 17764 SPI 654-001 Rectangular Rapid Flashing Beacon Assembly

ExampleDSOS 2026-01-1

BGeneralConstructionOperations

OF DETOUR BRIDGE with Geotextile 4" x 10" Timber Lagging Detour Bridge Begin or End * or Flatter, ) ELEVATION VIEW * or Flatter 1ƀ * Bearing Similar) (Typ.) Bearing Shown, Fixed AB7 Bearings, of Backwall ¡ Transom & Bolster Transom Transom Flange Provide Uniform Bearing under install, to match Slope or Transom Flange. 4. Bolster to be secured from movement after installation. 3

102-201

¡ Transom & Bolster Transom Transom Flange Provide Uniform Bearing under install under Blocking Shims, or Transom Flange. 4. Bolster to be secured from movement after installation. 3. Bolster height will vary

2027FDM124QC

Reviews are conducted to check that the BIM adheres to design criteria, is void of design flaws, prior to each phase delivery. Many design flaws are identified in the review of the plans, however

2027FDM232Signalization

for the through traffic. Option #2: A flashing yellow arrow signal indication may be used. A study, crashes with flashing yellow left turn arrows than with traditional yield-on-green signal configurations. A flashing yellow arrow must use a separate four section head positioned over the center, be used for flashing beacon installations. A Design Variation is required for any other diagonal

2027 Geotechnical Design Manual

............................................................... 40 Figure 4-4 Schematic of the Marchetti Flat Dilatometer

2027FDM940SandPM

of construction such that the stationing is increasing from left to right. Flag and station the begin