H-M of a Long Span Bridge

5
H H - - M of a Long Span Bridge M of a Long Span Bridge Case Study Case Study - 1

Transcript of H-M of a Long Span Bridge

Page 1: H-M of a Long Span Bridge

HH--M of a Long Span BridgeM of a Long Span Bridge

Case Study Case Study -- 11

Page 2: H-M of a Long Span Bridge

Field Studies at CBBField Studies at CBB

Sensor Installation at Tower

Preparation of the Pier Cabinet for DAQ

Rock Climbing Gear

Data Acq. During Damper Testing

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CBB Instrumentation Map for the CBB Instrumentation Map for the Phenomena to be MeasuredPhenomena to be Measured

Pier W2

Pier W1

Pier E1

Pier E2

PP45

PP36PP27

PP08

ACB

D

E

F G

HJ

Toll Plaza

Total Data Channels = 485

K

Video CameraWind Sensor

WIM

PHENOMENATraffic

Weather

MEASURANDImageSpeed & WeightAir TemperatureRelative Humidity

Wind Speed & Dir.

SENSOR

Solar Radiation

Bridge Responses

Live Load StrainsEnviron. Strains

DisplacementsTiltsAccelerations

Video CameraWIM System

Temperature

Ultrasonic Wind

Weather Station

Q.B. Strain GageV.W. Strain Gage

V.W. CrackmeterV.W. TiltmeterCap. Accelerometer

Thermistor

QTY4

2 Lanes

4

1

56148

173616

201

LOCATIONSD , E J

K,

G

E , G ,C , D E, F,A , C D, E F J, , ,A , C D, E F G J, , , ,A , D F, J,A , C D, F G J, , ,B , D F, H,

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CBB Instrumentation LANCBB Instrumentation LAN

Administration Building

Bridge Module(LabVIEW)

Data ServerModule

(LabVIEW)

Short Haul Modem

Direct Copper

Internet (T1)Fiber LAN

Campbell CR10X

Optim MEGADAC

Handar 555C

Sony EVI

Weigh-In-Motion

Administration Building

Internet

Page 5: H-M of a Long Span Bridge

Static and Crawl Speed Load TestStatic and Crawl Speed Load Test

5-7 mph

0 10 20 30 40 50 60 70-5

0

5

10

15

20

25

30

35

PP27

panel points

Str

ain

(mic

rost

rain

)

L1

PP36

South Hanger Strains (L1)

13'-0"13'-0" 11'-4" 11'-4" 11'-4"

987654321

N 1 2 3 4 5 S

Stringer

Time (sec) and Position of Load

Str

ain

(m

icro

stra

in)

14000 200 400 600 800 1000 1200-50

0

50

100

150

200

250

PP26

1'

PP26

PP25

NorthSouth

L1

Stringer 8

PP25

Repeatability Check

L.C. 1 ( Crane A)

L.C. 7 ( Crane A+B)

L.C. 7 ( Crane A)

L.C. 4 ( Crane A)

Single Crane During Crawl Speed Test

Static Test DataFor Stringer b/wPP25-PP26

Crawl Speed TestData for Influence Line Generation