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BRIDGE INSPECTION REPORTS 101 Protecting Your Bridge Inventory for the Future Jason Kelly, PE
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BRIDGE INSPECTION REPORTS 101Protecting Your Bridge Inventoryfor the Future

Jason Kelly, PE

>> Presentation Overview

• Program History• Data Collection• Reporting• Sufficiency Rating

5/26/2016 Bridge Inspection Reports 101 2

>> Program History

• Silver Bridge Collapse in W.Va., 1967

FHWA Photo Archive

5/26/2016 Bridge Inspection Reports 101 3

>> Program History

• Surface Transportation Assistance Act, 1978

5/26/2016 Bridge Inspection Reports 101 4

>> Program History

• Mianus River Bridge Collapse in Conn., 1983

FHWA Photo Archive

5/26/2016 Bridge Inspection Reports 101 5

>> Program History

• Schoharie Creek Bridge Collapse NY, 1987

FHWA Photo Archive

5/26/2016 Bridge Inspection Reports 101 6

>> Program History

• I-35W Bridge Collapse in Minn., 2007

FHWA Photo ArchiveOBEC Load Rating of Wind River Bridge

5/26/2016 Bridge Inspection Reports 101 7

>> Program History

• Reference Materials

5/26/2016 Bridge Inspection Reports 101 8

>> Presentation Overview

• Program History• Data Collection• Reporting• Sufficiency Rating

5/26/2016 Bridge Inspection Reports 101 9

>> Data Collection

5/26/2016 Bridge Inspection Reports 101 10

>> Data Collection• SI&A Sheet

– 125 Items, including:– Condition– Location– ADT– Geometry– Detour– Structure Type– Replacement Cost

5/26/2016 Bridge Inspection Reports 101 11

>> Data Collection

• Structure Inventory and Appraisal per the FHWA Coding Guide– Functionally Obsolete,

• Appraisal Ratings: comparing the bridge to current standards (rail, geometry, alignment, design load etc.)

– Structurally Deficient• Ability to carry loads, deterioration

5/26/2016 Bridge Inspection Reports 101 12

>> Data Collection• Element Level Condition Data

5/26/2016 Bridge Inspection Reports 101 13

>> Presentation Overview

• Program History• Data Collection• Reporting• Sufficiency Rating

5/26/2016 Bridge Inspection Reports 101 14

>> Reporting

• Pontis Report

5/26/2016 Bridge Inspection Reports 101 15

>> Reporting

• Supplemental Reports

5/26/2016 Bridge Inspection Reports 101 16

>> Reporting

• Pontis Report- Front page

5/26/2016 Bridge Inspection Reports 101 17

>> Reporting

• Pontis Report - Notes

5/26/2016 Bridge Inspection Reports 101 18

>> Reporting

• Pontis Report -Maintenance

5/26/2016 Bridge Inspection Reports 101 19

>> Reporting

• Pontis Report - Load Rating Data

5/26/2016 Bridge Inspection Reports 101 20

>> Reporting

• Pontis Report - Schedule & Links

5/26/2016 Bridge Inspection Reports 101 21

>> Reporting

• Supplemental Reports - Underwater

5/26/2016 Bridge Inspection Reports 101 22

>> Reporting

• Supplemental Reports - Fracture Critical

5/26/2016 Bridge Inspection Reports 101 23

>> Reporting

• Fracture Critical Definition

– Steel– Tension members– Non-redundant

• Only two load paths• Simple spans• No internal redundancy, i.e. built-up members

5/26/2016 Bridge Inspection Reports 101 24

>> Reporting

• Supplemental Reports - Fatigue Prone

5/26/2016 Bridge Inspection Reports 101 25

>> Reporting• Fatigue Prone Details

5/26/2016 Bridge Inspection Reports 101 26

E’

C’

D

C

>> Reporting

• Supplemental Reports – Gusset Plate

5/26/2016 Bridge Inspection Reports 101 27

>> Reporting

• Supplemental Reports – Bore Logs

5/26/2016 Bridge Inspection Reports 101 28

>> Reporting

• Timber Bore Logs

5/26/2016 Bridge Inspection Reports 101 29

14 inches

12 inches1” 1”

Description: X1R12X1

Drill Direction

Center Decay (R)

Good Wood(X)

SD = Starting to Decay

>> Reporting

• Supplemental Reports – X-channel Profile

5/26/2016 Bridge Inspection Reports 101 30

>> Reporting

• Supplemental Reports – X-channel Profile

>> Reporting

• Supplemental Reports - Photos

5/26/2016 Bridge Inspection Reports 101 32

>> Presentation Overview

• Program History• Data Collection• Reporting• Sufficiency Rating

5/26/2016 Bridge Inspection Reports 101 33

>> Sufficiency Rating

• Definition: Calculated value used to indicate sufficiency of a bridge to remain in service.

• Broken down into 4 sections:– Structural Adequacy & Safety (55%)– Serviceability and Functional Obsolescence

(30%)– Essentiality for Public Use (15%)– Special Reductions (13%)

5/26/2016 Bridge Inspection Reports 101 34

>> Sufficiency Rating

• How this affects Funding?– Technical Ranking System for HBP

• Priority Points = (SRF + TBF + LDF + UBF) x 0.5 x BNM x FCM

• SRF makes up 50 out of 105 possible points

• Less than 80% = Eligible for Rehabilitation• Less than 50% = Eligible for Replacement

5/26/2016 Bridge Inspection Reports 101 35

>> Sufficiency Rating

• Values that go into SR– Structural Adequacy

& Safety – Serviceability

& Functional Obsolescence– Essentiality for Public Use – Special Reductions

5/26/2016 Bridge Inspection Reports 101 36

>> Sufficiency Rating

• Structural Adequacy & Safety (55%)• Superstructure (59)

– Deductions start at NBI = 5 or less

• Substructure (60)– Deductions start at NBI = 5 or less

• Culvert (62) - If Applicable– Deductions start at NBI = 5 or less

• Inventory Rating (66)– Deductions of loads less

than 32.4 tons

5/26/2016 Bridge Inspection Reports 101 37

>> Sufficiency Rating

• # of lanes on and under (28)• Average Daily Traffic (29)• Approach Roadway Width (32) • Bridge Roadway width (51)• Vertical Clearance Over (53)• Deck Condition (58)

• Structure Condition (67)• Deck Geometry (68)• Vertical Under Clearance (69)• Waterway (71)• Approach Roadway (72)• Defense Highway (100)

• Serviceability and Functional Obsolescence (30%)

5/26/2016 Bridge Inspection Reports 101 38

>> Sufficiency Rating

• Essentiality for Public Use (15%)• Bypass Detour (19)• Average Daily Traffic (29)• Main Structure Type (43)• Defense Highway (100)

5/26/2016 Bridge Inspection Reports 101 39

>> Sufficiency Rating

• Special Reductions (13%)• Bypass Detour (19)• Bridge Rail (36)• Main Structure Type (43)

5/26/2016 Bridge Inspection Reports 101 40

>> Sufficiency Rating

• Shareware

5/26/2016 Bridge Inspection Reports 101 41

>> Summary

• Things to look for:– Sufficiency Rating less than 50%– NBI Ratings of Poor “4” or less– Element Condition Ratings in states 3 or 4– Load Rating Information

• NBI Item 41, anything other than “A” for open– Maintenance Recommendations– Supplemental Reports

• Timber Bore Logs• Fracture Critical Reports

5/26/2016 Bridge Inspection Reports 101 42

>> Summary

• Questions?

5/26/2016 Bridge Inspection Reports 101 43

BRIDGE INSPECTION REPORTS 101

Jason Kelly, [email protected]

Protecting Your Bridge Inventoryfor the Future

www.OBEC50.com


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