PERMANENT RETAINING WALL -
PRECAST CONCRETE SHEET PILES
AASHTO LRFD Bridge Design Specifications
FDOT Structures Design Guidelines
Plans Preparation Manual – English (Volume I)
Plans Preparation Manual – English (Volume II)
FDOT Structures Standard Drawings
Standard Specifications for Road and Bridge Construction
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3.11.1 |
General |
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3.11.2 |
Compaction |
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3.11.3 |
Presence of Water |
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3.11.5 |
Earth Pressure |
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3.11.6 |
Surcharge Loads: ES and LS |
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11.4 |
Soil Properties and Materials |
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11.5 |
Limit States and Resistance Factors |
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11.6 |
Abutments and Conventional Retaining Walls |
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11.8 |
Anchored Walls |
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3.12 |
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3.12.6 |
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16.3.3 |
Other Structural Submittals and Reviews |
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26.9.2.K |
Retaining Wall Study |
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26.9.9.E |
Retaining Walls |
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26.10.11 |
Retaining Wall and Bulkhead Requirement |
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Exhibit 26-A |
Bridge Development Report (BDR) Submittal Checklist |
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30.1 |
Purpose |
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For current Plans Preparation Manual: http://www.dot.state.fl.us/rddesign/PPMManual/PPM.htm |
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22.3 |
Retaining Walls (Cast in Place, Proprietary, Temporary) |
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For current Plans Preparation Manual: http://www.dot.state.fl.us/rddesign/PPMManual/PPM.htm |
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S-650 |
Precast Concrete Sheet Piles |
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660 |
Precast Concrete Sheet Piles – Type “A” – 10 inch Thick |
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670 |
Precast Concrete Sheet Piles – Type “A” – 12 inch Thick |
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680 |
Precast Concrete Sheet Piles – Type “B” – Variable Angle Corner Pile |
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690 |
Precast Concrete Sheet Piles – Type “C” – Right Angle Corner Pile |
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3.2.2.3 |
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8.5 |
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9.2.7 |
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Table 2 |
Geotechnical Engineering Analysis Required for Embankments, Cut Slopes, Structure Foundations and Retaining Walls (After FHWA, 1985) |
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Section 450 |
Prestressed Construction |
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Section 455-9 |
Sheet Piling |
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For current specifications: http://www.dot.state.fl.us/specificationsoffice |
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