Fish Passage Case Studies

Tule Creek Bridge
Pre-Fabricated Concrete Bridge

Case Study Contributors

  • William Brock, Fisheries Program Manager, Shasta-Trinity National Forest
  • James Fitzgerald, Senior Geologist, Shasta-Trinity National Forests
  • Dennis Nunes, Engineer, Shasta-Trinity National Forest
  • John Diestel, Engineer, Shasta-Trinity National Forest

Location
Tributary to Hayfork Creek, Trinity River Basin, Shasta-Trinity National Forest, Northern California, USA

Project Type

  • Bridge Constructed of Precast Concrete Beams
  • Rock Grade Control

Pre-Project Conditions

  • 6 ft (1.8 m) diameter x 115 ft (35.1 m) long multi-plate steel culvert (circa 1950’s)
  • Aggraded channel at inlet likely caused by frequent backwatering from undersized culvert
  • Grouted undermined outlet apron perched as much as 3 ft (0.9 m) above large scour pool

Pre-Project Barrier

  • Leap barrier for juvenile rainbow trout and speckled dace due to perched outlet apron
  • Overhanging/undermined apron blocks movement of Pacific lamprey
  • Velocity barrier to all aquatic organisms at high flows
  • Obstructed movement of amphibians within the stream corridor

Watershed Characteristics

  • Drainage Area: 4.8 mi2 (12.4 km2)
  • 100-year Peak Flow: 1,200 cfs (34.0 cms)
  • 2-year Peak Flow: 160 cfs (4.5 cms)
  • Flood prone channel width-to-depth:
    51 ft (15.5 m) by 5 ft (1.5 m)

Ecological Value

  • Provide access to 2 miles (3.2 km) of upstream spawning and rearing habitat for residential rainbow trout
  • Reduce risk of crossing failure and delivery of fine sediment to downstream critical habitat for coho salmon and steelhead trout
  • Provide access to thermal refugia for rainbow trout during mainstem summer low flows
  • Provide passage for various aquatic species including; Pacific lamprey, Pacific giant salamander, foothill yellow-legged frog and speckled dace

Project Characteristics

  • 64 ft (19.5 m) long x 16 ft (4.9 m) wide pre-fabricated concrete bridge
  • Bridge designed to pass a 100-year storm event and associated debris
  • Use of rock grade control weirs to oversteepen channel slope and retain aggraded material upstream

Challenges

  • Desire to prevent scour and incision of large alluvial deposit upstream of culvert
  • Used large volume of rip rap to prevent scour and channel incision of channel under bridge
  • Construction extended past October 15th into wet weather season
  • Dewatering worksite became more difficult as project extended into fall and stream baseflow increased
  • Difficult to isolate worksite from stream channel and control downstream turbidity during in-channel work

Project Contributors

  • Shasta-Trinity National Forest
  • KLM Construction Ltd

Project Funding
US Forest Service

Completion Date
July 2005

Total Project Cost

Planning / Permitting $ 4,000
Construction / Materials $ 280,000
Inspection $ 10,000

Total $ 294,000


Project Summary

The pre-existing 6 ft (1.8 m) diameter x 115 ft (35.1 m) long multi-plate steel culvert was installed in the 1950s. The culvert was sized for the 25-year peak flow and had a fill volume of about 2,000 yd3 (1,530 m3). There was a notable amount of sediment aggradation upstream of the culvert inlet, potentially due to frequent backwatering caused by the undersized culvert. The crossing was identified as a velocity barrier for adult rainbow trout at high flows and a leap barrier for juvenile trout due to the perched apron at the outlet. Three methods were used to estimate design flows for the site: slope area, unit discharge, and rational.

The replacement structure was a 64 ft (19.5 m) long x 16 ft (4.9 m) wide precast concrete bridge designed to pass the 100-year peak flow. The bridge deck consisted of four pre-stressed concrete beams supported by cast-in-place abutments set back from the top of bank. Geotextile fabric was placed on the new embankments under the bridge and then armored with class 4 riprap.

Due to concerns about scour and incision of the channel under the bridge, a series of four “vortex rock weirs” were constructed through the project reach; two downstream and two upstream of the bridge. Additional riprap was added to the channel between the weirs. Following construction, exposed soil was mulched with straw as an erosion control measure.


Post Project Observations

Instream turbidity and suspended sediment data collected during implementation show that construction activities measurably increased instream fine sediment. Downstream measurements show that levels returned to background within ¼ mile of the site. No turbidity or suspended sediment increases were measured three miles below the site during project activities.

Measurable incision of the stored sediment upstream of the road-stream crossing occurred, but was considered minor compared to the amount predicted to mobilize without grade control structures.


Lessons Learned

It is unclear if preventing incision of upstream stored sediments and use of grade control was necessary for this project.  A common alternative is to remove aggraded sediment stored upstream of a replaced culvert as part of the project.  This can prevent delivery of the fine sediment to downstream habitat, while allowing for a natural streambed through the crossing.  Installing grade control to retain the stored sediments results in a channel that is steeper than the adjacent natural channel.  This can increase water velocities and turbulence and potentially lead to problems with inadequate depth during low flows.  As a result, grade control has the potential to hinder upstream passage of weaker swimming fish, such a juvenile trout and speckled dace, found in the downstream channel. 

Depth of scour between the bridge embankments due to a hydraulic constriction during large flows can often be assessed with a standard scour analysis (Evaluating Scour At Bridges, FHWA 2001).  If excessive scour depths are predicted, the problem can often be addressed by placing rock armoring sufficiently below the predicted stable channel bed.  This allows for a natural channel bed to persist through the crossing while preventing excessive scour during large, infrequently occurring, flood events.


Recommendations For Future Projects


Published 05/04/09