4429 search results for fla

4501105.impl

 450 PRECAST PRESTRESSED CONCRETE CONSTRUCTION. (REV 7-21-14) (FA 8-12-14) (1-15) SUBARTICLE 450-11.5 is deleted and the following substituted: 450-11.5 Cutting Strands and Bars: Upon completion of the detensioning operation, cut strands to required length, using an oxygen flame or mechanical cutting device. Do not use electric arc welders to cut bars or strands. 450-11.5.1 Beams, and form a vertical flat plane without deviations or localized depressions from recessed strands

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/4501105.impl.pdf?sfvrsn=aea7d6be_0

2026 FDOT Structures Manual

5.10.1 1.4.2 Concrete Cover 5.12.1 4.2 Decks 5.12.2.3 4.4 Precast Flat Slab Superstructures, . For Flat Slab type bridges with a span to depth ratio up to 33, the deflection criteria need, of beam top flange ¾ (min.) Top deck surfaces: Short Bridges 2 2 Top deck surfaces: Long Bridge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease/2026/2026-fdot-structures-manual.pdf?sfvrsn=c0168953_1

1020100.origind

shallmust be a high intensity amber or white rotating, flashing, oscillating or strobe light. Lights, flagger assistance devices (AFADs) must be signed and sealed by a Professional Engineer registered, or a molded engineered polymer material. 102-9.19 Automated Flagger Assistance Devices (AFAD, direction of traffic. Thedevicesmay be operated either by a single flagger at one end of the traffic control zone, from a central location, or by a separate flagger near each device location. Use only

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/1020100.origind.pdf?sfvrsn=c73f1365_0

102-680

Identification and Direction of Traffic Flagger Temporary Traffic Signal 6. Optionally, use temporary traffic, . operation and a flagger/signal operator is not on duty, except when the haul road 3. Use Type

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-680.pdf?sfvrsn=282cc7c4_1

102-680

Identification and Direction of Traffic Flagger Temporary Traffic Signal 6. Optionally, use temporary, road. operation and a flagger/signal operator is not on duty, except when the haul road 3. Use Type

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-680.pdf?sfvrsn=63f952cc_1

9900307-724FHWA

990-3.7.1 is deleted and the following substituted: 990-3.7 Automated Flagger Assistance Devices (AFAD, and the following substituted: 990-3.7 Automated Flagger Assistance Devices (AFAD): 990-3.7.1 General

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9900307-724fhwa.pdf?sfvrsn=c3bed246_1

102-680

Identification and Direction of Traffic Flagger Temporary Traffic Signal 6. Optionally, use temporary, road. operation and a flagger/signal operator is not on duty, except when the haul road 3. Use Type

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-680.pdf?sfvrsn=d2b91146_1

700-120FHWAReviewPkg

1 ' - 0 " Solar Panel Compartment Solar Battery Beacon Flashing 12" Yellow Beacon Flashing 12" Yellow 1 ' - 0 " Beacon Flashing 12" Yellow Sheet 2 See DETAIL "A", Sheet 2 See, WARNING 12" Yellow Flashing Beacon Sign Panel (48" x 48") Beacon Controller 1 ' - 0 " FLASHING, SCHOOL FLASHING WHEN 20 Beacon Controller 12" Yellow Flashing Beacon S5-1 (24" x 48") Sign 1, : LIMIT SPEED SCHOOL FLASHING WHEN 20 Beacon Controller 12" Yellow Flashing Beacon S5-1 (24" x

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/700-120fhwareviewpkg6a196f98-1e69-41aa-afb1-89ee5db29167.pdf?sfvrsn=ee000123_1

700-120FHWAReviewPkge

1 ' - 0 " Solar Panel Compartment Solar Battery Beacon Flashing 12" Yellow Beacon Flashing 12" Yellow 1 ' - 0 " Beacon Flashing 12" Yellow Sheet 2 See DETAIL "A", Sheet 2 See, FY 2023-24 SHEET INDEX SIGN WARNING 12" Yellow Flashing Beacon Sign Panel (48" x 48") Beacon Controller 1 ' - 0 " FLASHING WHEN S e e I n d e x 7 0 0 - 1 0 1 1 " (When, of STANDARD PLANS FY 2023-24 SHEET INDEX NOTES: LIMIT SPEED SCHOOL FLASHING WHEN 20 Beacon

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/700-120fhwareviewpkge.pdf?sfvrsn=40a3d0a7_1

CM-676-05 Caltrans ATC Cabinet (Dev)

: 1. Auto/Flash switch, 2. Manual On/Off switch, 3. Manual Jack, The service panel shall have the following: 1. AUTO FLASH, 2. SIGNALS ON/OFF, in this field. Physical Inspection and Functional Inspection 12 Cabinet doorframes are double flanged on all 4, , with screw terminals on the bottom flange, is mounted on each side of the cabinet for connection of AC, ). The following compliance matrix criteria are for all ATC cabinets. 60 (995-11.4) When a non-emergency flashing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-676-05-caltrans-atc-cabinet-(dev).docx?sfvrsn=ccfeaf63_1

44737915201-PLANS-03-SIGNALIZATION

MOVEMENTS SHALL FLASH RED. WHEN SIGNAL IS IN FLASHING MODE, MOVEMENTS 2 AND 6 SHALL FLASH YELLOW, THE 5-SECTION HEADS AS THE WHEN SIGNAL IS IN FLASHING MODE, MOVEMENTS 2 AND 6 SHALL FLASH YELLOW. ALL, SIGNAL IS IN FLASHING MODE, MOVEMENTS 2 AND 6 SHALL FLASH YELLOW. ALL 6. PER THE TIMINGS PROVIDED, FLASHER, WARNING FLASHER, ROADWAY LIGHTING, COUNT STATIONS, PAVEMENT MODIFICATIONS, PEDESTRIAN, CROSS STEADY TIMER FLASHING 13 TH AVE TO CROSS PUSH BUTTON Vehicles Watch For START

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44737915201-plans-03-signalization.pdf?sfvrsn=39c67542_1

September 27, 2023

T5801 Flagler Resurfacing / Traffic Signals / Sidewalk T5805 Brevard Resurfacing / Basework / Drainage Improvements T5806 Lake Resurfacing 1 T5809 Flagler Roundabout / Milling & Resurfacing

https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-co-lettings-2023/3a8070fc-ba64-4daa-800c-55083419cc23

522-002IntReviewPkg

Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/20 PLACEMENT OF SIDEWALK, . M i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap may be up to 3, " M a x . 1 2 ' - 0 " M i n . (See Note) " Max.) 2 1 (2 Flangeway Gap 7 7, NOTE: Flangeway Gap may be up to 3" for Freight-only Railways. M i n . M i n . D R A F T

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/522-002intreviewpkg.pdf?sfvrsn=c27ff06c_1

450-299

FLANGE) (CASE 4) - CONTROL AT BEGIN OR END SPAN BUILD-UP DIAGRAM FOR CREST VERTICAL CURVE SPANS (LOOKING AHEAD STATION) BUILD-UP OVER BEAMS SECTION A-A (ALONG � FLANGE) (CASE 1) BUILD-UP DIAGRAM FOR TANGENT SPANS (ALONG � FLANGE) (CASE 2) BUILD-UP DIAGRAM FOR SAG VERTICAL CURVE & HORIZONTAL CURVE SPANS (ALONG � FLANGE) (CASE 3) - CONTROL AT � SPAN BUILD-UP DIAGRAM FOR CREST VERTICAL CURVE, ) ( S e e B e a m S h e e t s ) ( S e e B e a m � Span � Left Top Flange

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-299.pdf?sfvrsn=8523c6dc_1

450-299

in the Data Table* are based on theoretical beam cambers. BEAM CAMBER AND BUILD-UP NOTES: (ALONG � FLANGE, (LOOKING AHEAD STATION) BUILD-UP OVER BEAMS SECTION A-A (ALONG � FLANGE) (CASE 1) BUILD-UP DIAGRAM FOR TANGENT SPANS (ALONG � FLANGE) (CASE 2) BUILD-UP DIAGRAM FOR SAG VERTICAL CURVE & HORIZONTAL CURVE SPANS (ALONG � FLANGE) (CASE 3) - CONTROL AT � SPAN BUILD-UP DIAGRAM FOR CREST VERTICAL CURVE, e e B e a m S h e e t s ) ( S e e B e a m � Span � Left Top Flange � Beam

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-299.pdf?sfvrsn=43c84dfc_1

450-299

in the Data Table* are based on theoretical beam cambers. BEAM CAMBER AND BUILD-UP NOTES: (ALONG � FLANGE, AHEAD STATION) BUILD-UP OVER BEAMS SECTION A-A (ALONG � FLANGE) (CASE 1) BUILD-UP DIAGRAM FOR TANGENT SPANS (ALONG � FLANGE) (CASE 2) BUILD-UP DIAGRAM FOR SAG VERTICAL CURVE & HORIZONTAL CURVE SPANS (ALONG � FLANGE) (CASE 3) - CONTROL AT � SPAN BUILD-UP DIAGRAM FOR CREST VERTICAL CURVE SPANS, e B e a m S h e e t s ) ( S e e B e a m � Span � Left Top Flange � Beam

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-299.pdf?sfvrsn=dc230908_1

1020000.origind

All Jobs 102-5.7 Flagger: Provide flaggers to control traffic when traffic in both directions must, , or by a separate flagger near each device location. Use only flaggers trained in accordance with Section 105, times by, the flagger operating the device. Provide two flaggers on-site and use one of the following, AFAD, the AFAD and the flagger are less than 800 feet apart. 4. Two flaggers are available on-site, , locate the flaggers within view of each other when possible. When visual contact between flaggers

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1020000.origind.pdf?sfvrsn=4a9fdaf9_0

700-120

' - 0 " Solar Panel Compartment Solar Battery Beacon Flashing 12" Yellow Beacon Flashing 12" Yellow 1 ' - 0 " Beacon Flashing 12" Yellow Sheet 2 See DETAIL "A", Sheet 2 See, powered) is shown. 12" Yellow Flashing Beacon Sign Panel (48" x 48") 1 ' - 0 " S e e I n, 11/01/24 M i n . ROADSIDE SIGN ASSEMBLY-1 FRONT ELEVATION SIDE ELEVATION FLASHING WHEN SIGN, ) is shown. 20 12" Yellow Flashing Beacon S5-1 (24" x 48") Sign 1 ' - 0 " 1 " M i n . 15

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/700-120.pdf?sfvrsn=85b86a3b_1
20 of 4429 results