Bollards
Bollard vs Jersey Barrier: Crash-Rating + Use-Case Comparison
Cojo
May 7, 2026
7 min read
A bollard is the right device for point protection at storefronts, ATMs, fire lanes, and pedestrian pinch-points. A jersey barrier is the right device for linear protection along runways, perimeters, work zones, and high-speed roadway separations. Bollards stop a vehicle within 1 meter of impact when ASTM F2656 K12 / M50 rated. Jersey barriers absorb impact across a continuous concrete mass and redirect the vehicle back into the travel lane. They are not interchangeable.
The jersey barrier (named for the New Jersey DOT engineers who developed the profile in 1955) is a precast or cast-in-place concrete shape with a 32 to 42 inch height and a sloped lower face. The shape is designed to lift a striking vehicle's tire and absorb impact without overturning. Bollards are short rigid posts that handle impact through embedded foundation strength. The two devices answer different problems with different physics.
Jersey barriers are line-of-defense devices. Reach for one when the protected zone is linear, the threat is high-speed, and the goal is redirection rather than a full vehicle stop.
The Federal Highway Administration's MASH 2016 standard (Manual for Assessing Safety Hardware) governs jersey-barrier acceptance for federally funded projects. Test levels TL-1 (30 mph) through TL-5 (50 mph high-truck) match speeds and vehicle classes.
Bollards are point-of-defense devices. Pick one when the protected geometry is a point, the threat is a single vehicle path, and the goal is stop rather than redirect.
For a structured comparison against rail-based protection, our bollard vs guardrail decision framework covers the line-versus-point geometry choice.
| Feature | Bollard | Jersey Barrier |
|---|---|---|
| Primary standard | ASTM F2656 / ASTM F3016 | MASH 2016 TL-1 through TL-5 / NCHRP 350 |
| Impact mode | Stop at a point | Redirect along a line |
| Vehicle stop or redirect distance | <1 m at K12 / M50 | Variable lateral deflection |
| Form | Vertical post 36 to 42 inches above grade | Horizontal wall 32 to 42 inches above grade |
| Foundation | Deep concrete footing or engineered slab | Surface-set or cast-in-place mass |
| Replacement after impact | Single unit | Section (10 to 30 feet) |
| Application | Typical Spec | Industry Baseline Range Per Linear Foot or Unit |
|---|---|---|
| Bollard (storefront K4) | 6-inch concrete-filled steel | $400 to $1,200 per unit installed |
| Bollard (federal K12) | F2656-tested system | $4,500 to $10,000+ per unit installed |
| Jersey barrier (precast 10-foot section) | 32-inch DOT standard | $250 to $500 per linear foot installed |
| Jersey barrier (MASH TL-4) | 42-inch reinforced | $300 to $650 per linear foot installed |
| Jersey barrier (cast-in-place) | Continuous reinforced | $200 to $400 per linear foot installed |
Concrete pricing for precast jersey barriers tracks regional aggregate availability. Steel-pipe bollard pricing rose roughly 18 percent year-over-year through Q1 2026. For most commercial Oregon sites, bollards remain the cost-effective choice for point protection while jersey barriers win on cost-per-foot for runs longer than approximately 30 lineal feet.
Some sites need both. A federal courthouse, for example, often pairs perimeter jersey barriers along the public sidewalk with K12 bollards at vehicle-entry sally ports. The barriers handle the broad linear approach; the bollards handle the choke-point. The DHS BIPS-04 Site and Urban Design for Security guide recommends this layered approach for higher-threat federal facilities.
On an industrial Hillsboro fleet-yard project we finished in February 2026, our crews installed K8 bollards at the office-entrance pedestrian zone and 220 linear feet of MASH TL-3 jersey barrier along the public right-of-way fence. The dual install replaced a single-row chain-link approach that had been compromised twice by vehicle-encroachment incidents.
Jersey barriers in highway work zones are deployed because the work-zone geometry is linear and the threat is high-speed traffic deviation. MUTCD Part 6 (Temporary Traffic Control) requires positive protection for workers when work zones occupy a travel lane near high-speed traffic MUTCD Part 6. Bollards would be inappropriate because the geometry is a line, not a point.
Bollards. Most Oregon commercial parcels are not adjacent to high-speed roadways and do not host MUTCD-governed work zones. Storefront, fire-lane, ADA-path, and warehouse-traffic protection geometries are point geometries that bollards handle natively. Jersey barriers show up on commercial sites only when a specific linear protection geometry exists (rear-perimeter fence-line along a freeway shoulder, temporary event security, fleet-yard separation).
For maintenance practice on the bollards on your site, see our crash-rated vs decorative bollard guide. Compliance overlap with ADA parking lot striping often dictates bollard placement at accessible-route crossings. We serve the Hillsboro tech corridor and the rest of Oregon for both bollard and barrier installations.
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