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Attachment 5 -CaliforniaST-75BridgeRail

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A PDF document (170 KB) attached to GOGA 336173 - Repair Conzelman Road, from the National Park Service. Due Oct 29, 2026, 2:00 PM (UTC-6).

File name: B08_Attach_5_20230629-UG-CaliforniaST-75BridgeRail.pdf

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User Guide to Standard Plans

Section B - Bridge Metal Rail Barriers
California ST-75 Bridge Rail
Revised Standard Plans Numbers
ST-75 Standard Plan sheets: RSP B11-200, RSP B11-201, and RSP B11-202 Common sheets shared by ST-75, ST-75SW, ST-76, and ST-76SW: RSP B11-220,

RSP B11-221, and RSP B11-222

Implementation:
New Revised Standard Plans are to be implemented in January 2024.

Description of Component

California ST-75 Bridge Rail
MASH-compliant ST-75 replaces NCHRP Report 350-compliant California ST-10 Bridge Rail, and California ST-30 Bridge Rail.
Approved per MASH 2016 (AASHTO Manual for Assessing Safety Hardware)

3 Tube Combination Railing (vehicular/bicycle)

Last revised 09/25/2023

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User Guide to Standard Plans

Section B - Bridge Metal Rail Barriers
California ST-75 Bridge Rail
Approved for TL-4 high speed locations (speed limits greater than 45 mph) and can therefore also be used in TL-2 low speed locations (speed limits equal to or less than 45 mph).
Steel post and beam style bridge rail on concrete curb that is connected to bridge deck, wingwall, retaining wall, concrete barrier moment slab, structure approach slab, or special designed top slab of concrete box culvert where the top slab acts as the vehicular riding surface. This bridge rail is connected to the structure it is mounted on with reinforcing, anchor bolts, and anchor bars.
Vehicular rail height is 3 feet – 0 inches above the bridge deck or Finish Grade. Bicycle railing height is 3 feet – 6 inches above the bridge deck or Finish Grade. For accesscontrolled freeways and expressways where bicycle traffic is prohibited by signage on the on-ramps, the bicycle railing (includes Bar 3 x 3/8 x 8" and above) may be omitted. In some instances, the District or stakeholders may have other reasons to include the bicycle railing at locations where bicycle traffic is prohibited. Width is 2 feet – 0 inches.
Post spacing is 10 feet – 0 inches maximum. Post spacing between BB and EB should be equal spacing. Post spacing on wing walls may be different than on bridge deck. Aesthetic see-through railing.

Standard Drawing Features

ST-75 Standard Plan sheets:

RSP B11-200

Includes typical rail system, anchor plates, and additional transverse deck rebar needed at post locations.

RSP B11-201

Includes steel post and end block side view and Plan view. Elevation view of steel rail on concrete curb with approach and departure concrete transition end blocks. And rail end cap details.

RSP B11-202

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