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E4Y22

of, but are not limited to, MOT (standard, ped escort/flagger, barrier-mount sign, ped LCD, barricade), moveable bridge, /FLAGGER HR 1,968.000 0102- 60- WORK ZONE SIGN ED 24,507.000 0102- 62- 13 BARRIER MOUNTED WORK ZONE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2026/may08/e4y22.pdf?sfvrsn=5a031e61_1

Specifications Handbook 4-24-26

/plans requirements. Below is a key for the pay item flags that appear on the Project Edit Report, electronic copies. Fla. License No.: Firm Name: Firm Address: City, State, Zip code: Pages

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/handbooks-and-manuals/specifications-handbook-9-24-25.pdf?sfvrsn=85ff4243_5

DQE Help

for each code on the included pay items). View values and descriptions. Combine Flag: Sets

https://fdot.gov/fpo/fpc/apps/dqe/help

9750200int

flat and four composite test panels in accordance with AASHTO R-31 (in color White, Grey, Department Laboratory Verification Testing: Prepare and coat twelve flat test panels for random, eight test panels (four flat and four composite) for exposure at the Department’s outdoor test site, testing, use flat test panels prepared in accordance with AASHTO R 31. Outdoor exposure testing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2027-28/review/internal/9750200int.pdf?sfvrsn=3f467000_1

Rest Area Information

(except Easter, Thanksgiving and Christmas). Welcome Centers are operated by Visit Florida, Inc. (FLAUSA

https://fdot.gov/maintenance/rest-area-app/restareainfo.shtm

RMiscellaneous

Difference In Shoulder Width Round 0.02 Nor Steeper Than 0.06 Shoulder Slope Not Flatter Than HIGH, NORMAL SECTION SECTION AA NORMAL CROWN SECTION BB REVERSE CROWN S S (Rate Of 0.05 Or Flatter, superelevation increases, the 0.07 break in slope will be maintained and the shoulder flattened

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rmiscellaneous.pdf?sfvrsn=b2247c09_1

Interstate Exit Numbers for I-595

Search Interstate Exit Numbers for I-595 Exit Numbers | I-4 | I-10 | I-110 | I-75 | I-175 | I-275 | I-375 | I-95 | I-195 | I-295 | I-395 | I-595 | Turnpike Traveling on I-595 Exit Number Intersecting Roadway West 1 SW 136th Ave East West 2 SR 823 (Flamingo Rd) East West 3 Hiatus Rd East West 4 Nob Hill Rd East West 5 Pine

https://fdot.gov/traffic/trafficservices/exitnumb/i-595.shtm

D2 Regional Truck Parking Analysis

MARION FLAGLER CITRUS SUMTER LAKE N EXISTING TRUCK TRAFFIC LEGEND State Roadway County, VOLUSIA MARION FLAGLER CITRUS SUMTER LAKE N TRUCK PARKING SUPPLY LEGEND State Roadway County, M E X I C O Jacksonville LEON JEFFERSON WAKULLA VOLUSIA MARION FLAGLER CITRUS SUMTER, of the District boundary LEON JEFFERSON WAKULLA VOLUSIA MARION FLAGLER CITRUS SUMTER LAKE Priority, FLAGLER CITRUS SUMTER LAKE N FREIGHT FACILITIES (BY SIZE) LEGEND State Roadway County

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/tpas/d2/d2-regional-truck-parking-analysis.pdf?sfvrsn=edc418f6_1

E1R79PD FINAL AS BUILT SIGNALIZATION PLANS

AND DEBRIS OR THE CABINET FLANGE TO THE CONCRETE FOUNDATION. THE MAINTENANCE OF EQUIPMENT, ON FLASHING YELLOW ARROW X FTP 85-13 36" X 30" REMOVAL ITEMS: 1 PI 632-7-6 1 EA 641-2-60, STEADY TIMER FLASHING US 301 TO CROSS PUSHBUTTON Vehicles Watch For STARTCROSSING, FLASHING P6 630-2-11 1 RUN @ 15' 1 LIGHTING 2 SPARE 2 PEDS PUSHBUTTON TO CROSS US 41 RAMPS 8, ' 630-2-12 700-3-201 1 EA LEFT TURN YIELD ON FLASHING YELLOW ARROW X FTP 85-13 36" X 30" TYPE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27104/e1r79pd-final-as-built-signalization-plans.pdf?sfvrsn=a8fd76d6_1

Contractor PLANS-03-SIGNALIZATION As-Builts E1R79

AND EQUIPMENT FROM DUST AND DEBRIS OR THE CABINET FLANGE TO THE CONCRETE FOUNDATION. THE MAINTENANCE, TURN YIELD ON FLASHING YELLOW ARROW X FTP 85-13 36" X 30" REMOVAL ITEMS: 1 PI 632-7-6 1 EA, DON'TCROSS STEADY TIMER FLASHING US 301 TO CROSS PUSHBUTTON Vehicles Watch, TIMER FLASHING P6 630-2-11 1 RUN @ 15' 1 LIGHTING 2 SPARE 2 PEDS PUSHBUTTON TO CROSS US, @ 125' 630-2-12 700-3-201 1 EA LEFT TURN YIELD ON FLASHING YELLOW ARROW X FTP 85-13 36" X

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27104/contractor-plans-03-signalization-as-builts-e1r79.pdf?sfvrsn=a8280ffb_1

Novoa Global 4.5 dia aluminum pole

SPECIFICATIONS SYSTEM TYPE PART MAXIMUM WEIGHT D-ARMOR SYSTEM ENCLOSURE 50 LB D-ARMOR FLASH ENCLOSURE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/approved-sds/novoa-global-4-5-dia-aluminum-pole.pdf?sfvrsn=7f87b4_1

414511-5-52-SR 700-US 98 Signing and Pavement Marking_Phase IV Submittal_03-31-2026

OR OTHER DISTURBANCE OF THESE LINES WHICH ARE CRITICAL TO THE FLAG RAILROAD UNDERGROUND SIGNAL, . ONLY HAVE ONE FLAGGER PER PROJECT. TAKE THREE (3) TO SIX (6) MONTHS TO OBTAIN. THE CONTRACTOR SHOULD, RAILROAD PROTECTIVE FLAGGER WILL BE NEEDED ON ACTIVITIES WITHIN RAILROAD RIGHT OF WAY. PROJECTS WITH RAILROAD FLAGGER, PROVIDE AN ESTIMATE OF START DATE, WORK DAYS, HOURS AND DURATION FOR WHICH, , THE RAILROAD RAILROAD PROTECTIVE SERVICES (FLAGGING) - CONTACT THE F.D.O.T. DISTRICT RAIL OFFICE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27116/414511-5-52-sr-700-us-98-signing-and-pavement-marking_phase-iv-submittal_03-31-2026.pdf?sfvrsn=e258241c_1

E52G3

Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05260602 Call Order: 002 Proposal: E52G3 District:05 Counties: FLAGLER Road Name: SR 100 Limits: 73020000 Project(s): 45521615201(*) Federal Aid No: N/A Total Roadway Length: 0.021 Miles, markings, lighting, and interconnect on State Road 100 (Moody Boulevard) at Flagler Avenue, approximately 0.021 miles in Flagler County. PREQUALIFICATION REQUIRED Call Order: 002 Proposal: E52G3 ALT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/jun02/e52g3.pdf?sfvrsn=e1abb365_1

Agency Term Contracts

, CR1099 DOT-ITB-25-9012-SD-1 1/19/2030 Steel Flanged Channel Posts CR1178 DOT-ITB-25-9063-SJ

https://fdot.gov/procurement/agencytermcontracts.shtm

ISD IndustryForum-PPT & Attendance _2026.04.07-Final

Volusia-Flagler TPO Volusia County and Flagler County Space Coast TPO Brevard County Ocala, of a railroad flagger provided by the respective railroad. Questions & Answers

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d5-procurement/isd-industryforum-ppt-attendance-_2026-04-07-final.pdf?sfvrsn=b9a4663c_1

Structures Presentation ca2026

• No welding of SIP forms to flanges • Bending of reinforcement with Engineer’s permission • Store rebar

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2026-fall-construction-academy/structures-presentation-ca2026.pdf?sfvrsn=315cab11_1

fdot-bed31-977-07-rpt

of S12 beams: (a) Flange rebar cages in formwork; (b) End block reinforcement bars in formwork, .............................................................................. 72 Figure 9.4. Crushing of concrete at the compression flange: (a) S06-M-U; (b) S06-M-T; (c) S06, ............................................................................... 74 Figure 9.8. Crushing of concrete at the compression flange: (a) S12-P-U; (b) S12-P-T, Crushing of concrete at the compression flange: (a) S19-M-U; (b) S19-M-T. ........ 77 Figure 9.13., . ............................................... 78 Figure 9.15. Failure of D19-M-U beam by crushing of top flange

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed31-977-07-rpt.pdf?sfvrsn=b3989b7a_4

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