Bridge Engineering 101 Introduction - California State Parks bridge engineering... · Introduction...
Transcript of Bridge Engineering 101 Introduction - California State Parks bridge engineering... · Introduction...
Introduction to Bridge Design and
Construction 1
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Bridge Engineering 101 Part 2 -Planning and Design
Questa Engineering Corporation
Sydney Temple, P.E.
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Introduction Today’s Talk:
General Design Steps Planning to Construction
Bridge foundation types
Environmental Review & Permits
Construction
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Multi-Discipline Approach
Structural Engineering
Geotechnical Engineering
Civil Engineering
Planning and Permitting
Geomorphology
Hydraulic Engineering
Biologic Evaluations
Geologic Evaluations
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Basic Design Steps
Investigate the site
Survey, Geotech, Hydrology, Biology
Opportunities and constraints
Determine bridge type and location
40% Design
Permitting
Final foundation and superstructure design
Construction drawings
Construction
Construction management
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Site Survey Data
Site Survey General topography for 100 feet upstream/downstream min.
Channel slopes Long profile at 350 feet upstream and downstream
Existing structure data Slope, shape, dimensions, top of roadway, top of culvert, apron
slopes and wing wall geometries
Make sure bridge approach roads are surveyed including edge of pavement, roadway crowns, super elevations
Map utilities and nearby structures
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Construction 2
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Site Analysis
Site analysis:
Geotechnical Considerations
Hydrologic/Hydraulic Studies
Geomorphic Considerations
Biologic issues
Bridge Layout
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Geotechnical Investigations
Regional geologic and seismic conditions
Local Soil conditions
Local Geologic hazards
Subsurface exploration
Design recommendations
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Subsurface Investigations
Exploratory holes; 10 - 100+ feet
Soil samples are collected for analytical testing
Perform Standard Penetration Test (SPT) sampling for strength characteristics (I.e. Blow Counts/ft)
Determines groundwater levels
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Types of Drilling
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Geotechnical Reports
Summarize geological hazards
Local site conditions
Provide recommendations for foundation design
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Introduction to Bridge Design and
Construction 3
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H & H Investigations
Hydrology data
Regional source – Flood Control Agencies
Site specific modeling
Hydraulics analysis
Governmental sources; Caltrans, FEMA, and County Flood Control Agencies
Complete site specific analysis
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Project Site
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Design Water Surface Elevations
Hydraulic Design Criteria and Freeboard
Vary by Jurisdiction
50-year with 2 ft of freeboard
100-year with at least 1 ft freeboard
Levees – three feet of freeboard
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Geomorphic Analysis
Vertical & Lateral creek movement
Sediment transport
Bankfull channel
Low-Flow (scour line) channel
Introduction to Bridge Design and
Construction 4
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Determining Vertical and Lateral Creek Movement
Historic profile analysis
Existing condition long profile analysis
Historic air photo examination
Historic topographic map analysis
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Lateral movement
Longitudinal Profile Analysis
70
80
90
100
110
120
130
140
150
-1+50 3+50 8+50 13+50 18+50 23+50 28+50 33+50
River Station (ft)
Flo
w L
ine
Ele
va
tio
n (
ft)
Reach 3Reach 2Reach 1
Mitigated Knickpoint (armored)
Un-mitigated Knickpoint
Dri
sco
ll R
oad
Pal
m A
ven
ue
SF Aqueduct,
concrete
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Fall 2003 March 2005
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Introduction to Bridge Design and
Construction 5
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Biological Reconnaissance
Special-Status Species
Existing Habitat ID and Mapping
OHW/Wetland Delineation
CNDDB Search
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Bridge Layout – Structure Positioning
Right of Way
Alternative alignments
Approaches
ADA Requirements
Traffic/Roadway design issues
Utilities
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Roadway Design Issues
Alignments
Approach elevations
Vertical curves- approach slopes
Will you need embankments or other retaining structures?
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Construction 6
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Bridge Widths
Typical trail - 10 feet width
Major trail - 12 foot width lanes plus 2 feet of railing/curb
Single lane = 18 feet, 14 feet between railings/curbs
Two Lane = 28 feet, 24 feet between railings/curbs
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Bridge Design and Impacts
Goal: shortest bridge with the least amount of impact
Design Criteria
Passes design flows with freeborad
50-year with 2 ft of freeboard
100-year with at least 1 ft freeboard
No increase in flood threat
Minimizes scour and deposition
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Planning Level Bridge Costs
Pedestrian Bridge construction costs in northern California $125-$140 per square feet (sf) for cast in place concrete, $115-$150 per sf for prefabricated bridges. $1,500 per lineal foot
Traffic Rated Bridges Two Lane light to medium traffic
$350-500 sf
Major arterial structures $600-$750 sf
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Construction 7
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Project Concept
CEQA
Certification
Flood Control
Public Safety
Permits
Environmental
Permits
Implementation
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Project Permit Documents
Site Map Water of the USCOE Jurisdictional Area Project Description Detailed Alternatives examined/project justification 40% design drawings
Project Analysis Technical analysis or separate back up design
memorandum (H&H, Geotech, etc.)
Biologic Reconnaissance
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Project Description
Project Justification Site plan
Project channel bed profiles
Project cross section views
Habitat enhancement features
Limits of work, Mobilization
Area of impact
USCOE, riparian area, vegetated area
Determination of cut and fill quantities
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CEQA Review
Categorical Exemption
Initial Study Preparation
Mitigated Negative Declaration
EIR/EIS
Lead Agency
City, County or Special District
State for some grant funded projects
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Environmental Permits
U.S. Army Corps of Engineers 404 Permit
Endangered Species Act Consultation
California Department of Fish & Game Streambed Alteration Agreement
Regional Water Quality Control Board
Water Quality Certification & General Stormwater Construction Permit
Coastal Development Permit
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USCOE Permits
Reviews application and notifies National Marine Fisheries Service (NMFS) and/or US Fish and Wildlife Service (USFWS)
May ask for formal or informal consultation
May require preparation of a Biologic Opinion (BO) and/authorization for take
NMFS will review Fish passage analysis
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Construction 8
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Streambed Alteration Agreements
CDFG staff review
Must have CEQA completed to issue
Includes impacts to riparian areas
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Coastal Development Permit
Usually processed through the County
May require architectural review
May require separate monitoring protocols
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Permit Timeline
6 month is likely minimum
1 year is not out of the question
NMFS and USFWS have 135 days
CDFG - 30 days
Coastal Development Permit – 6 months+
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Design Breakdown
Foundation design
Bridge deck design
Channel Design if needed
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AASHTO & Caltrans
American Association of State Highway and Transportation Officials
National Association which establishes and promotes highway construction and safety standards.
California Department of Transportation
Manages State Highway System
Issues permits for encroachment into state owned highways and properties
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Typical Light-Duty Bridge Crossing Profile
80
0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80
94.4
94.3
94.1
93.5
93.1
90.7
89.7
86.0
82.9
81.2
83.9
86.5
92.5
96.0
97.0
98.0
98.8
99.7
100
.2
100
.2
100
.2
100
.2
100
.2
99.2
98.2
97.2
90
100
94.4
95.3
96.2
97.1
96.8
96.7
2+91
80
90
100
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Construction 9
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Required Load Capacity and Anticipated Uses
Public Trails -
Pedestrian/Bicycle/Equestrian/Disabled Users
Light-Duty – Typically Residential
Automobiles/Light Trucks
Highway Traffic – Heavy Trucks HS20-25 loads
(AASHTO Load Standards)
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Bridge Foundation Considerations
Required Load Capacity and Anticipated Uses
Site Conditions & Geotechnical Investigations
Foundation Types Spread Footings
Driven Piles
Drilled Cast-In-Place Piers
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Foundation Types - Spread Footings
Relatively shallow reinforced concrete mats to distribute bridge loads over wide area of supporting soils.
Advantages
Typically least expensive option
Minimal equipment mobilization requirements
Disadvantages
– Not suitable over soft or liquefiable soils
– Minimal resistance to undermining or slope instability
– Moderate to heavy site disruptions
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Typical Spread Footing Bridge Foundation
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Foundation Types - Driven Piles
Tubular and Sheet Steel, Reinforced Concrete or Composite Piles driven into soils using a dropped weight or piston hammer, applied typically in marine settings.
Advantages Minimal site disruption
Provides support over soft or variable subgrade conditions
Applied in areas prone to flooding or with very soft soils
Disadvantages Requires mobilization of large equipment and materials
Requires minimum embedment depth into soil
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Construction 10
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Reinforced Concrete Piles Being Installed in a Marine Environment
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Foundation Types - Drilled Cast-In-Place Piers
Drilled holes filled with cast-in-place reinforced concrete piers.
Advantages Typically provides greatest resistance to vertical and lateral
loads
Provides excellent resistance to scour
Used in steep and/or unstable slope areas
Disadvantages Typically highest cost
Difficult to apply in areas of shallow ground water or loose soils
Moderate site disruptions
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Drilled Pier Foundation Design for Timber Framed Bridge
#4 BAR
#4 BARS
FOR STEM WALL
1'
3'-4"
14'-8"
#4 HOOPS @12" O.C.
4 #5
3" COVER3' COVER
58" X 12" ANCHOR
BOLT @ 48" O.C.
12"
#4 HOOPS @12" O.C.
4 #5
9 #5
7 #4
8"
12"
1'
5'-8"
10'-0"
12"
8"
3" COVER
3" COVER
2'-4"
7 #4
12"
12"
12"
12"
14'-8"
3'-8"
10'-0"
#5 #4
C'
B
3" COVER3" COVER
#4 HOOPS @12" O.C.
4 #5
#4 HOOPS @12" O.C.
4 #5
3' MIN.
12"
12"
7 #4
B
PLANSECTION B-B'
SECTION C-C'
SECTION A-A'
C
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Photo of Drilled Cast-In-Place Pier Installation
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Public Safety Permits
County/ City Building Permits
Structural & Roadway Design Review
Floodplain Management
Caltrans
Primarily concerned with impacts to their facilities and safety
Maintenance responsibility
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Construction 11
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County/City Review
Reviews detail plans and calculations
Roadway design
Structural design
Geotechnical design
Flood control
Construction Drawings
Plan set
Site Plan and layout
Foundation plans
Superstructure plans
Road or trail plans
Erosion Control
Ancillary structures
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Construction Specifications
Bidding instructions
Work hours
Contracting requirements
Construction and material specifications
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Picture of ferrasci improvements
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Construction Factors
Site and Channel Access
Work Conditions
Biological monitoring
Restricted Seasons
Mobilization and Staging Areas
Materials Storage Areas
Dewatering
Limits of Work
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Construction 12
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Construction Sequence
Water control
Foundation construction Drilling
Concrete forming
Grading
Installation or construction
Approach construction
Erosion control
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Contact Info
Sydney Temple
Questa Engineering Corp.
(510) 236-6114 ext 220
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