List of Figures
From Delaware DOT Bridge Design Manual
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List of Figures
Figure 102‑1. Design Exception Request Form
102.5.4
Figure 102‑2. Design Variance Request Form
102.5.4
Figure 102‑3. Project Design Control Checklist Form
102.5.4
Figure 102‑4. Design Criteria Form
102.5.4
Figure 103‑1. Sample Railroad Clearance Envelope
103.3.4.3
Figure 103‑2. Bridge Skew Angle
103.3.6
Figure 104‑1. Flow profiles with downstream boundary uncertainty
(Source:
FHWA HDS-7, 2012
)
104.1.5
Figure 104‑2. Typical Stream Section with Definitions
104.2.3
Figure 104‑3. 24-Hour Rainfall Totals for Delaware Counties
104.2.3
Figure 104‑4. Coastal Plain and Piedmont Physiographic Provinces of Delaware Separated by the Fall Line
(
USGS, 2022
)
104.2.3.2
Figure 104‑5. Design Frequency Criteria
104.2.5
Figure 104‑6. Sample Plot of Upper and Lower 90% Confidence Intervals Applied To The Nanticoke River
104.2.6
Figure 104‑7. Typical Slope and Bank Protection and Channel Lining
104.5.2
Figure 105‑1. AASHTO Soil Classification System
105.4.2
Figure 105‑2. Soils/Rock Testing Program Request Form
105.4.3
Figure 106‑1. Temporary Deck Overhang Form Support Loading
106.4.2.7.1
Figure 106‑2. Traffic Railing
106.5
Figure 106‑3. Combination Railing
106.5
Figure 106‑4. Seperator Rail Between Travel Way and Pedestrian Facility
106.5
Figure 106‑5. Pedestrian or Bicycle Only Facility
106.5
Figure 106‑6. Example of Simplified Method for Calculation for Deck Joint Movements
106.6.2
Figure 107‑1. Point of Fixity
107.5.4
Figure 107‑2. Recommended K Values
107.5.4
Figure 108‑1. Load Rating Process for Bridge Design Projects
108.5
Figure 108‑2. Load Rating Summary Table
108.5
Figure 108‑3. Legal Load Axle Loadings and Spacings
(Pages
2
,
3
,
4
)
108.10.5.5.2
Figure 108‑4. Permit Load Vehicle Axle Loadings and Spacings
108.10.5.5.2
Figure 108‑5. Fire-Truck Vehicle Axle Loadings and Spacings
108.10.5.5.2
Figure 108‑6. Bus Vehicle Axle Loading and Spacings
108.10.5.5.2
Figure 108‑7. Load Rating Summary Form
108.10.6
Figure 108‑8. Rating Factor Summary Form
108.10.6
Figure 108‑9. Posting Weight Summary Form
108.10.6
Figure 108‑10. Permit Analysis Summary Form
108.10.6
Figure 108‑11. Permit Analysis Summary Form
(
Page 2
)
108.10.8
Figure 110‑1. Single Cantilever Sign Structure
110.3.1.1
Figure 110‑2. Butterfly Sign Structure
110.3.1.1
Figure 110‑3. Dual-Cantilever Sign Structure
110.3.1.1
Figure 110‑4. Single-Mast Span-Type Sign Structure
110.3.1.2
Figure 110‑5. Double-Mast Span-Type Sign Structure
110.3.1.2
Figure 110‑6. Sign Fastened to Bridge
110.3.1.3
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Manual
101 - Introduction
102 - Bridge Design Submission Requirements
103 - Bridge Geometry and Structure Type Selection
104 - Hydrology and Hydraulics
105 - Geotechnical Investigations
106 - Superstructure Design
107 - Substructure Design
108 - Bridge Load Rating
109 - Bridge Preservation Strategies
110 - Ancillary Structures
111 - Construction Coordination
200 - DelDOT References to AASHTO Manual
300 - Typical Bridge Design Details
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