I-80 Truckee River Bridge (1600-2013-0287-R2)

4 Documents in Project

Summary

SCH Number
2013082069
Lead Agency
Caltrans 3 (Marysville) (California Department of Transportation, District 3)
Document Title
I-80 Truckee River Bridge (1600-2013-0287-R2)
Document Type
NOD - Notice of Determination
Received

Document Description
The California Department of Fish and Wildlife is executing Lake or Streambed Alteration Agreement number 1600-2013-0287-R2, pursuant to Section 1602 of the Fish and Game Code to the project applicant, California Department of Transportation (Caltrans). The purpose of the project is to repair bridge support structure by repairing bent caps, replacing seismic shear blocks, and replacing seismic restrainer cables on the Truckee River Bridge right side only, which is the I-80 eastbound direction. Water intrusion into the fractured concrete on the bridge deck is causing the bridge bents to spall and fracture. The deteriorated condition is a serious threat to the structural integrity of the bridge. Repair of the bent caps and replacement of the seismic elements are needed to prevent further.

Contact Information
Tim Nosal
Department of Fish and Wildlife
North Central Region 1701 Nimbus Road, Suite A
Rancho Cordova, CA 95670

916 358 28853

Location

Cities
Marysville
Counties
Yuba
Cross Streets
Floriston
Zip
96161
State Highways
Hwy 80
Railways
UPRR
Waterways
Truckee River

Notice of Determination

Approving Agency
Department of Fish and Wildlife
Approving Agency Role
Responsible Agency
Approved On
Final EIR Available Location
California Department of Transportation, District 3, 703 B Street, Marysville CA 95901

Determinations

(1) The project will have a significant impact on the environment
N/A
(2a) An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA
No
(2b) A Negative Declaration was prepared for this project pursuant to the provisions of CEQA
Yes
(3) Mitigated measures were made a condition of the approval of the project
No
(4) A Statement of Overriding Considerations was adopted for this project
No
(5) Findings were made pursuant to the provisions of CEQA
No
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