FDOT Standard Plans · FY 2026-27 · Series 458: Structures
FDOT Standard Plans Index 458-100: Expansion Joint System - Strip Seal
Short answer
Index 458-100 is the FDOT Standard Plan for Expansion Joint System - Strip Seal, part of Series 458 (Structures). The sections below are extracted from FDOT's Standard Plans Instructions (SPI) for this index — design criteria, assumptions and limitations, and what your plans must show.
Design Criteria
Design Criteria AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines ( SDG )
Design Assumptions and Limitations
Design Assumptions and Limitations Use Index 458 - 100 in accordance with the requirements of SDG 6.3 and 6.4.
Payment
Payment Item number Item Description Unit Measure 458 - 1 - 12 Bridge Deck Expansion Joint , New Construction - F&I; Strip Seal LF
What your plans must show
Plan Content Requirements for this index — the SPI's checklist for designers.
- Show Strip Seal Expansion Joints on Superstructure and Approach Slab detail sheets and other sheets as required. Label Expansion Joint by name or Index number. Show Sidewalk Cover Plates at all expansion joint locations that intersect with sidewalks. Complete the "Strip Seal Expansion Joint Data Table Index 458
- - 100" using the instructions provided and include the table in the plans. See FDM 115 for more information regarding use of Data Tables. Instructions:
- 1. Total Design Movement is the absolute value of the total factored temperature movement (expansion and contraction), measured in the direction of movement. Use Figures 1 through 4, for determining the Direction of Movement.
- 2. Include a value for Dimension A in the Data Table. Dimension A (measured perpendicular to the joint) @ 70°F is normally set at 2 inches to accommodate installation of the joint seal and a total design movement up to 3 inches. Set Dimension A to account for skews or greater design movements while meeting the design limitations below:
- a. the minimum factored joint opening in the Direction of Movement is ½ inch for concrete superstructures and 1” for steel superstructures ;
- b. the maximum factored joint opening in the Direction of Travel ("W" per SDG 6.4) is 4 inches;
- 3. Dimension A adjustments for 10°F shall be based on the unfactored movements perpendicular to the centerline of the joint.
- Standard Plan s Instructions Topic No. 625
- - 100 Expansion Joint System
- - Strip Seal Figure 1 Curved Bridge (Single Continuous Unit) with Skewed Joints
- Standard Plan s Instructions Topic No. 625
- - 100 Expansion Joint System
- - Strip Seal Figure 2 Curved Bridge (Single Continuous Unit) with Radial Joints
- Standard Plan s Instructions Topic No. 625
- - 100 Expansion Joint System
- - Strip Seal Figure 3 Curved Bridge (Multiple Continuous Units) with Radial Joints
- Standard Plan s Instructions Topic No. 625
- - 100 Expansion Joint System
- - Strip Seal Figure 4 Straight Bridge with Skewed Joints
How PDFDepth uses this index
When a plan set cites Index 458-100, PDFDepth's AI Plan Review cross-references the set against the Plan Content Requirements for the FDOT indexes it cites and flags items that appear to be missing — each with a citation to the sheet. A human reviewer verifies every flag before it counts.
Related indexes in Series 458
- Index 458-110 — Expansion Joint System - Poured Joint with Backer Rod
- Index 460-250 — Series Access Hatch Assembly
- Index 460-251 — Access Hatch Assembly for Concrete Box Sections
- Index 460-252 — Access Door Assembly for Steel Box Sections
- Index 460-470 — Series Traffic Railing - (Thrie - Beam Retrofit)
- Index 460-471 — Index 460-471
- Index 460-472 — Index 460-472
- Index 460-473 — Index 460-473
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Start for FreeText extracted from FDOT Standard Plans FY 2026-27, a public-domain Florida state publication. Always verify against the current edition at fdot.gov. PDFDepth is not affiliated with FDOT.