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SCR 17 PM 7.61 Drainage System Replacement

Active
State & Local

Contract Overview

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Caltrans District 5 is seeking a geotechnical site investigation for the SCR 17 PM 7.61 Drainage System Replacement project located at State Route 17 in Glenwood, Santa Cruz County. The primary objective of the project is to abandon an existing culvert using slurry cement and replace it with a new reinforced concrete pipe culvert. To support this design and construction, the investigation will focus on determining soil and site conditions and assessing potential geotechnical hazards. All drilling activities are required to take place within pavement limits. The scope of work includes drilling vertical soil borings, performing in-situ soil testing via Standard Penetration Tests, collecting soil samples for laboratory classification, and developing a comprehensive subsurface soil profile. This project is classified as a forecast under NAICS code 541380 and has been granted a Class 6 categorical exemption, as it is determined to have no significant environmental impacts provided that biological resource avoidance and minimization measures are implemented. The primary point of contact for the lead agency is Lucas Marsalek.

General Info

Caltrans to conduct geotechnical investigation for culvert replacement at SR-17 PM 7.61, Santa Cruz County, 2026.

Agency

California → Caltrans, District 5 - San Luis Obispo/Santa Barbara

Place of Performance

State Route 17 and Vine Hill Road, CA, 95066

Set-Aside

NONE

Documents

0

No documents available

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Timeline

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forecast

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Organization & Contact Information

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AgencyCalifornia → Caltrans, District 5 - San Luis Obispo/Santa Barbara
Contacts1 person available
OfficeN/A
Organization / Agency
California → Caltrans, District 5 - San Luis Obispo/Santa Barbara
Office AddressN/A
Contacts
Lucas MarsalekSenior Environmental Scientist Supervisor

Full Description

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Caltrans Geotechnical Design proposes a geotechnical site investigation for the SCR 17 PM 7.61 Drainage System Replacement. The project proposes abandoning an existing culvert with slurry cement and replacing it with a new reinforced concrete pipe culvert. Recommendations for the improvements requires a subsurface investigation to determine the soil and site conditions by drilling vertical soil borings to perform in-situ soil testing utilizing Standard Penetration Tests, collect soil samples for laboratory testing and classification, and developing a subsurface soil profile. The subsurface investigation is also needed to assess the potential for geotechnical hazards associated with the design and construction of the new culvert. All drilling will occur within pavement limits.

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