Evaluating Scour at Bridges
October 28, 1991
PURPOSE To provide guidance on developing and implementing a scour evaluation program for:
- designing new bridges to resist damage resulting from scour;
- evaluating existing bridges for vulnerability to scour;
- using scour countermeasures; and
- improving the state-of-practice of estimating scour at bridges.
CANCELLATION Technical Advisory T 5140.20, Scour at Bridges, dated September 16, 1988, is cancelled.
- The need to minimize future flood damage to the Nation's bridges requires that additional attention be devoted to developing and implementing improved procedures for designing, protecting and inspecting bridges for scour. (See National Bridge Inspection Standards, 23 CFR 650 Subpart C.) Current information on this subject has been assembled in the Federal Highway Administration (FHWA) design publication Hydraulic Engineering Circular (HEC) 18, "Evaluating Scour at Bridges," FHWA-IP-90-017.
- Paragraph 4 contains the FHWA recommendations for developing and implementing a scour evaluation program. The recommendations have been developed based on the review and evaluation of the existing policies and guidance pertaining to bridge scour set forth in paragraph 5. The procedures in HEC 18 provide approaches for implementing these recommendations.
RECOMMENDATIONS FOR DEVELOPING AND IMPLEMENTING A SCOUR EVALUATION PROGRAM. Every bridge over a waterway, whether existing or under design, should be evaluated as to its vulnerability to scour in order to determine the prudent measures to be taken for its protection. Most waterways can be expected to experience scour over a bridge's service life (which could approach 100 years). Exceptions might include waterways in massive, competent rock formations where scour and erosion occur on a scale that is measured in centuries. (See HEC 18, Chapter 2.) The added cost of making a bridge less vulnerable to scour is small when compared to the total cost of a failure which can easily be two or three times the original cost of the bridge. Moreover, the need to ensure public safety and to minimize the adverse effects stemming from bridge closures requires the best effort to improve the state-of-practice of designing and maintaining bridge foundations to resist the effects of scour. The recommendations listed below summarize the essential elements which should be addressed in developing a program for evaluating bridges and providing countermeasures for scour. Detailed guidance regarding approaches for implementing the recommendations is included in HEC 18.
- Interdisciplinary Team. Scour evaluations of new and existing
bridges should be conducted by an interdisciplinary team comprised of
hydraulic,geotechnical and structural engineers. (See HEC 18, Chapters
3 and 5.)
- New Bridges. Bridges over tidal and non-tidal waterways with
scourable beds should withstand the effects of scour from a superflood
(a flood exceeding the 100-year flood) without failing; i.e., experiencing
foundation movement of a magnitude that requires corrective action.
- (1) Hydraulic studies should be prepared for bridges over waterways
in accordance with Article 1.3.2 of the Standard Specifications for
Highway Bridges of the American Association of State Highway and Transportation
Officials (AASHTO) and the floodplain regulation of the FHWA as set
forth in 23 CFR 650, Subpart A.
- (2) Hydraulic studies should include estimates of scour at bridge
piers and evaluation of abutment stability. Bridge foundations should
be designed to withstand the effects of scour without failing
for the worst conditions resulting from floods equal to or less than
the 100-year flood. (See HEC 18, Chapters 3 and 4.) Bridge foundations
should be checked to ensure that they will not fail due to
scour resulting from the occurrence of a superflood on the order of
magnitude of a 500-year flood. (See HEC 18,Chapter 3.)
- (3) The geotechnical analysis of bridge foundations should be performed
on the basis that all stream bed material in the scour prism above
the total scour line for the design flood (for scour) has been removed
and is not available for bearing or lateral support. In addition,
the ratio of ultimate to applied loads should be greater than 1.0
for conditions of scour for the superflood. (See HEC 18, Chapter 3.)
- (4) Data on scour at bridge piers and abutments should be collected
and analyzed in order to improve existing procedures for estimating
scour. (See HEC 18, Chapter 1.)
- Existing Bridges. All existing bridges over tidal and non-tidal
waterways should be evaluated for the risk of failure from scour during
the occurrence of a superflood on the order of magnitude of a 500-year
flood. (See HEC 18, Chapter 5.)
- (1) An initial screening process should identify bridges susceptible
to scour and establish a priority list for evaluation. (See HEC 18,
- (2) Bridge scour evaluations should be conducted for each bridge
to determine whether it is scour critical. A scour critical bridge
is one with abutment or pier foundations which are rated as unstable
- (a) observed scour at the bridge site or
- (b) a scour potential as determined from a scour evaluation study.
(See HEC 18, Chapter 5.)
- (3) The procedures in Chapter 5 of HEC 18 should be followed in conducting
and documenting the results of scour evaluation studies
- Scour Critical Existing Bridges. A plan of action should be developed
for each existing bridge determined to be scour critical. (See HEC 18,
- (1) The plan of action should include instructions regarding the
type and frequency of inspections to be made at the bridge, particularly
in regard to monitoring the performance and closing of the bridge,
if necessary, during and after flood events. (See HEC 18, Chapter
- (2) The plan of action should include a schedule for the timely design
and construction of scour countermeasures determined to be needed
for the protection of the bridge. (See HEC 18, Chapter 7.)
- Bridge Inspectors. Bridge inspectors should receive appropriate
training and instruction in inspecting bridges for scour. (See HEC 18,
- (1) The bridge inspector should accurately record the present condition
of the bridge and the stream. At least one cross section at each bridge
should be documented and compared with previously recorded cross section(s)
at the site. Pier locations and footing elevations should be included.
- (2) The bridge inspector should identify conditions that are indicative
of potential problems with scour and stream stability.
- (3) Effective notification procedures should be available to permit
the inspector to promptly communicate findings of actual or potential
scour problems toothers for further review and evaluation.
- (4) Special attention should be focused on the routine inspection
of scour critical bridges and on the monitoring and closing as necessary
of scour critical and other bridges during and after floods.
- EXISTING POLICY AND GUIDANCE. The following existing policy and guidance
serve as the basis for the recommendations set forth in paragraph 4.
- AASHTO Standard Specifications for Highway Bridges. The FHWA
has accepted these specifications for the design of highway bridges. The
1991 Interim Specifications contain requirements for designing bridges
to resist scour. Particular attention is directed to Article 1.3.2, Hydraulic
Studies, which advises that, "Hydraulic studies . . . should include
applicable parts of the following outline:" Included in this outline
is item 18.104.22.168 (b), Estimated scour depth at piers and abutments of proposed
- AASHTO Manual for Bridge Maintenance. The FHWA endorses the guidance
contained in this 1987 Manual for Bridge Maintenance. Particular attention
is directed to the following two statements which support the recommendations
contained in this Technical Advisory:
- (1) "The primary function of the bridge maintenance program
is to maintain the bridges in a condition that will provide for safe
and uninterrupted traffic flows. The protection of the investment
in the structure facility through well programmed repairs is second
only to the safety of traffic and to the structure itself." (p.
- (2) "Determining an effective solution to a stream bed or river
problem is difficult. Settlement of foundations, local scour, bank
erosion, and channel degradation are complex problems and cannot be
solved by one or two prescribed methods. Hydraulic, geotechnical,
and structural engineers are all needed for consultation prior to
undertaking the solution of a serious maintenance problem. In some
cases, certainremedial work could actually be detrimental to the structure."
- AASHTO Manual for Maintenance Inspection of Bridges.The FHWA
endorses the guidance provided in the current version of this manual which
serves as a standard and provides uniformity in the procedures and policies
in determining the physical condition and maintenance needs of bridges.
The manual emphasizes the importance of documenting and comparing cross
sections taken upstream of bridges over time to discern potential scour
- Code of Federal Regulations, 23 CFR 650, Subpart C. The 1989
revision of this FHWA regulation on the National Bridge Inspection Standards
requires that bridge owners maintain a bridge inspection program that
includes procedures for underwater inspection. This Technical Advisory
and HEC 18 provide guidance on the development and implementation of procedures
for evaluating bridge scour to meet the requirements of the regulation.
- Memorandum From the Director, Office of Engineering, to Regional
Federal Highway Administrators and Direct Federal Program Administrator
Dated April 17, 1987. This memorandum stated in part, "Each State
should evaluate the risk of its bridges being subjected to scour damage
during floods on the order of a 100 to 500 year return period or more."
- FY 1991 High Priority Research Program of the FHWA. The FHWA
recognizes the subject of scour at bridges as a long range high priority
national program area for research and recommends that appropriate studies
be carried out to improve the state-of-practice of designing new bridges
and evaluating existing bridges for scour.
/S/ Original signed by
Thomas O. Willett, Director
Office of Engineering