13
Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research Project TR-638 Research conducted by Center for Earthworks Engineering (CEER), Iowa State University 2014 AASHTO High Value Research

Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

Embed Size (px)

Citation preview

Page 1: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

Office of Research and Analytics

Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and

Mitigation Strategies

Iowa DOT Research Project TR-638Research conducted by

Center for Earthworks Engineering (CEER), Iowa State University

2014 AASHTO High Value Research

Page 2: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

Office of Research and Analytics

Full year’s worth of rainfall in one month.

More than 200% above normal snowpack in Rockies.

Longest duration flood event in US History.

At the height of the flooding a 75-mile stretch of Missouri River had no open crossing in Iowa.

At some locations in Iowa water flowed several feet deep over roadways for more than four months.

Approximately 60 miles of IA state and interstate highways and over 100 miles of county (secondary) roadways were closed.

Western Iowa Missouri River Flooding

Page 3: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

Office of Research and Analytics

Western Iowa Missouri River Flooding

2011 Missouri River Flooding:

• Over 100 miles of county (local or secondary) roads affected in Iowa

• Woodbury, Monona, Harrison, Pottawattamie, Mills and Fremont Counties

• Damage to bridge foundations, pavements, culverts, unpaved roads, and embankment slopes, etc.

• Some damage was obvious, but damage below the surface, under pavement, or around bridges was undetermined

Page 4: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

Office of Research and Analytics

Western Iowa Missouri River FloodingObvious Damage

Stripped overlays

Delaminated Surfaces

Understanding the damage we can not seeUnknown voids

Determining when to open roads up to trafficSaturated embankments

Page 5: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

Office of Research and Analytics

• ObjectivesAsses the damage to the geo-infrastructure on

affected local roadwaysDevelop effective repair and mitigation strategiesDevelop emergency response criteriaDevelop a guide for flood damage assessment for

future flood events

Western Iowa Missouri River Flooding

Page 6: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

Office of Research and Analytics

• Coordinated State and Local System efforts, coordinated by

• Center for Earthworks Engineering (CEER) – InTrans, Iowa State University

D. White, Ph.D., D. K. Miller, and P. Venapusa, Ph.D.

Research Sponsored by:• FHWA (through SP&R funds)• Iowa Highway Research Board• Iowa DOT

Western Iowa Missouri River Flooding

Page 7: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

• Tests to evaluate roadway support capacity, embankment conditions, and settlement problems– GPR, FWD, DCP– Soil shear strength– Shelby tube samples for lab analysis

• Monitor performance of the flooded versus un-flooded areas by evaluating subsurface foundation layer performance characteristics over time.

Office of Research and Analytics

Western Iowa Missouri River Flooding

Page 8: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

• Visual flood water boundaries (aerial images, dead grass, damage to gravel surfaces, shoulders and chip seals) do not equate to saturated roadway embankment limits.

• Water flow through the road foundation layers – erosion, consolidation, creation of weep holes.

Office of Research and Analytics

Western Iowa Missouri River Flooding

Page 9: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

Google images were used to help identify flood boundaries by comparing pre-flood (6/28/2010) imagery and during flood (7/17/2011) images

Office of Research and Analytics

Western Iowa Missouri River Flooding

Page 10: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

Weep holes (approx. 4 in.) found at one culvert inlet. Similar weep holes found at other culverts. Some culverts had as many as 20 weep holes.

Office of Research and Analytics

Western Iowa Missouri River Flooding

Page 11: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

FWD plate depression at one of the test segments

Office of Research and Analytics

Western Iowa Missouri River Flooding

Page 12: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

Observations:

• FWD testing of some locations showed up to a 52% decrease in modulus – DCP testing showed it is due to loss of foundation support.

• Field testing identified differences in road support conditions in flooded versus un-flooded areas (saturated vs. unsaturated).

• The FWD and DCP tests provided value subsurface information to characterize support conditions.

• Understanding the performance differences between flooded versus un-flooded road segments based on engineering measurements could be useful as part of the process to define and prioritize areas for repair.

Office of Research and Analytics

Western Iowa Missouri River Flooding

Page 13: Office of Research and Analytics Western Iowa Missouri River Flooding Geo-Infrastructure Damage Assessment, Repair and Mitigation Strategies Iowa DOT Research

Office of Research and Analytics

Results• Lessons Learned, Lit search, AASHTO guidance

• Catalog of field assessment techniques, descriptions and guidance

• 20 potential repair/mitigation solutions with descriptions and guidance

• Flow chart relating damages observed, assessment techniques, and potential solutions

These options are discussed for paved and unpaved roads, culverts, and bridge abutments.

Western Iowa Missouri River Flooding