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SR-280 Sinkhole Repair DO (EA 04-0V800)

Forecast
State & Local

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Caltrans District 4 is seeking to repair roadway and drainage failures on State Route 280 in San Mateo County at post miles 6.82 and 7.1. These repairs are necessary to address sinkholes caused by winter storms that currently endanger public health and safety. At post mile 7.1, located between San Carlos Vista Point and Edgewood Road, the project involves repairing a concrete collar at a culvert, replacing a concrete roadway slab, and addressing a large washout. At post mile 6.82, located at the Edgewood Road off-ramp, the existing culvert will be lined. The scope of work includes the excavation of both sinkholes, backfilling with structural material, and compaction. Roadway restoration will consist of installing a hot mix asphalt dike and tack coat, paving damaged areas with asphalt concrete, and replacing all necessary pavement striping and delineation. Additionally, the project requires the implementation of permanent erosion control on the slope, the use of temporary k-railing, and comprehensive traffic control. This project is classified as a Class 1 Existing Facilities categorical exemption under PRC 21084 and 14 CCR 15301, as no environmental impacts are anticipated.

General Info

Emergency repair of sinkholes on SR 280 due to culvert failures, with excavation, backfilling, culvert repair, and resurfacing.

Agency

California → Caltrans, District 4 - Bay Area/Oakland

Place of Performance

CA

Set-Aside

NONE

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Timeline

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Organization & Contact Information

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AgencyCalifornia → Caltrans, District 4 - Bay Area/Oakland
Contacts1 person available
OfficeN/A
Organization / Agency
California → Caltrans, District 4 - Bay Area/Oakland
Office AddressN/A
Contacts
Juliane SmithSenior Environmental Scientist (NEPA/CEQA Specialist)

Full Description

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Caltrans proposes repairing the roadway and drainage at post miles (PM) 6.82 and 7.1 on State Route (SR-) 280 in San Mateo County. Due to winter storms, sinkholes occurred at PM 7.1 between San Carlos Vista Point and Edgewood Rd and at PM 6.82 on the off-ramp at Edgewood Rd. Both sinkholes are on the shoulder of the mainline and were covered by steel plates. The sinkholes post a risk to SR-280 and endanger the health and safety of the public. The failed drainages post a future risk of subsequent sinkholes if they are not repaired. The sinkhole at PM 7.1 is adjacent to a 48-inch diameter culvert and 42-feet south of a drainage inlet (DI). The Damage Assessment Team concluded that the slope became over-saturated during a rain event and resulted in a large washout approximately 15-feet wide by 3-feet deep. The embankment has a 1.25H:1V slope. The existing ditch at the toe of the slope connected to the drainage inlet that was covered by the washout material necessitated the closure of Lane No. 1 to traffic. A culvert inspection determined that the failure of a concrete collar created the sinkhole. The sinkhole at PM 6.82 was caused by a culvert failure near the Edgewood Rd off-ramp near Lane No. 1. Geotechnical preliminary investigation recommends excavation of both sinkholes, backfilling with structural material, and then compaction. At the PM 7.1 sinkhole, the concrete slab on the roadway will be replaced and the concrete collar at the culvert will be repaired. At the PM 6.82 sinkhole, the existing culvert will be lined. The project will also install a hot mix asphalt (HMA) dike and tack coat. The damaged roadway will be paved with asphalt concrete (AC) and any damaged or removed pavement striping and delineation will be replaced. Permanent erosion control will be placed on the slope. Traffic control and temporary k-railing will be required during construction.

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