| Designator | SBC34b |
| Material | Cast-in-Place Concrete (C) |
| Test Specification | AASHTO Guide Spec for Bridge Railings |
| Test Level | TL-2 |
| Perm/Temp | Permanent |
| Mounting Type | Parapet |
| Deck Type | Conventional Reinforced Concrete |
| Aesthetic | No |
| See-Through | Yes |
| Retrofit | No |
| Combo Traffic/Pedestrian | No |
| Contact | Midwest Roadside Safety Facility |
| Drawing Status | No Drawing |
| Manufacturer | Non-Proprietary |
| FHWA Eligibility Letter | |
| Components | |
| Drawings | DECK.DWG DECK1.DWG DIM3.DWG DIM4.DWG ELEVTION.DWG FIG.DWG FIG2.DWG FIG3.DWG FIG3B.DWG NE1.DWG POST1.DWG POST1A.DWG POST2.DWG POST3.DWG RAIL.DWG cross.dwg ne_cbeam_plan.tif ne_cbeamplan.tif |
| Other Docs | 1996 Final TRB for PL2 Tests on NEOCR.pdf TRP-03-28-91.pdf TRP-03-51-95.pdf ne_cbeamp1.pdf ne_cbeamp2.pdf |
| Archive | |
| External Links |