NCHRP 350 and MASH represent uniform guidelines for conducting full-scale crash tests for permanent and temporary highway safety features along with recommended evaluation criteria to access the test results. Products addressed in NCHRP 350 and MASH include longitudinal barriers, transitions, end terminals, crash cushions, breakaway/yielding supports, truck mounted attenuators and work zone traffic control devices. The crash performance is judged on structural adequacy, occupant risk and vehicle trajectory. The in-service evaluations of these devices are also addressed in NCHRP 350 and MASH.
Note that NCHRP 350 has been rewritten under NCHRP Project 22-14(02).
Click here for details.
MASH has been adopted and published.
Click here to see a summary of the differences between MASH and NCHRP 350 and the AASHTO/FHWA joint implementation plan.
Rewrite of NCHRP 350
The rewrite of NCHRP 350
is completed. It was reviewed by the AASHTO Technical Committee on Roadside Safety (TCRS) and is an AASHTO document. It's called The AASHTO Manual for Assessing Safety Hardware (MASH). This rewrite updated the test vehicles, the impact condition criteria, and the evaluation criteria. The differences between MASH and NCHRP 350 along with the AASHTO/FHWA joint implementation plan can be seen at the above link.
MASH
The NCHRP Report 350 crash testing
and evaluation criteria has been updated and the new publication is called MASH, The AASHTO Manual for Assessing Safety Hardware. As part of the rewrite of NCHRP 350, there were three main focus areas:
- Test Vehicles were updated to
what's being produced and sold today.
- Impact Condition Criteria were
modified to correct inconsistencies and identify needed conditions.
- Evaluation Criteria were modified
to correct subjective criteria and better define other criteria.
Here are some of the more significant changes from the NCHRP 350 conditions to the new AASHTO MASH
conditions:
- Pickup truck increases from 4,400 lbs. to 5,000 lbs.
- Small car increases from 1,800 lbs. to 2,420 lbs.
- Small car impact angle changed from 20 to 25 degrees.
- Terminal & Crash Cushion impact angle changed from 20 to 25 degrees.
- TL-4 truck increases from 17,600 lbs. to 22,000 lbs.
- TL-4 truck speed changed from 80 km/hr to 90 km/hr.
Historical Review
Document Source |
Year Issued |
Number of Pages |
Test Vehicle & Weight |
HRB #482 |
1962 |
1 |
4400 lb. car |
NCHRP #115 |
1971 |
70 |
4000 to 5000 lb. cars. |
NCHRP #118 |
1972 |
96 |
2000 & 4500 lb. cars |
NCHRP #153 |
1974 |
19 |
2250 & 4500 lb. cars |
|
TRC #191
|
1978
|
27
|
*2250 & 4500 lb. cars
|
|
NCHRP #230
|
1981
|
42
|
*1800 & 4500 lb. cars
|
|
NCHRP #350
|
1993
|
132
|
*1800 lb. car &
4400 lb. Pickup
|
*Large trucks also considered
Test Vehicles
|
NCHRP 350
Test Vehicles
For Barriers
|
Test Vehicle Mass
|
Location of Vehicle Center of Mass
|
|
Small Car
|
1800 lb.
(820 kg)
|
21.7 in.
|
|
Pickup Truck
|
4400 lb.
(2000 kg)
|
27.6 in.
|
|
Single-Unit Van Truck
|
17,650 lb.
(8000 kg)
|
66.9 in.
|
|
Tractor Van Trailer
(TL-5)
|
79,400 lb
(36000 kg)
|
72.8 in.
|
|
Tractor Tank Trailer (TL-6)
|
79,400 lb
(36000 kg)
|
80.7 in.
|
Test Levels for Barriers
|
NCHRP 350 Test Level For Barriers
|
Largest Vehicle Mass
|
Large Vehicle Impact Speed
|
Impact Angle for Barriers
|
|
TL-1
|
4400 lb. (2000 kg)
|
31 mph
(50 km/h)
|
25 deg.
|
|
TL-2
|
4400 lb. (2000 kg)
|
43 mph
(70 km/h)
|
25 deg.
|
|
TL-3
|
4400 lb. (2000 kg)
|
62 mph
(100 km/h)
|
25 deg.
|
|
TL-4
|
17,650 lb (8000 kg)
|
50 mph
(80 km/h)
|
15 deg
|
|
TL-5 & TL-6
|
79,400 lb (36000 kg)
|
50 mph
(80 km/h)
|
15 deg.
|
Click
Here to see a Table for NCHRP 350 Test Matrix For End Terminals
FHWA MEMOS
- September 17, 2008 SKT-SP & FLEAT-SP Standard Post Systems.
- June1, 2008 SKT & FLEAT Universal Posts. (11.5MB)
- March 11, 2008 BEAT-SSCC Variable Lengths.
- March 8, 2005
SKT & FLEAT MGS Terminals.
- March 1, 2005
MGS Barrier.
- August 20, 2004
SKT & FLEAT Steel Post Hinged With Single 3/4" Bolt.
- July 16, 2004
BEAT-SSCC With Concrete Surface Mounted Posts.
- July 14, 2004
SKT LITE Shortened 37'-6" Long System With Wood or Steel Posts.
- December 16, 2003
Cable to W-Beam Transition Approval
- December 12, 2003
BEAT-BP Approval
- October 30, 2002
SKT Hinged Steel Post Approval
- February 22,
2002 BEAT-SSCC Approval
- February 1, 2002
BEAT-MT Approval
- August 24, 2001
FLEAT-MT Approval
- June 1, 2001
FLEAT With All 6'-3" Post Spacing
- March 23, 2001
SKT Eliminating Soil Plates From Tubes 3 Through 8
- November 9, 2000
BEAT Approval
- February 4, 2000
SKT Test Level 2 Approval
- August 27, 1999
SKT & FLEAT Steel Post Approval
- May 21, 1999
FLEAT Test Level 2 Approval
- August 28, 1998
NCHRP 350 Compliance Dates
- August 27, 1998
FLEAT Variable offset Approval
- June 10, 1998
Foundation Tube and Blockout Options
- April 2, 1998
FLEAT Approval
- April 2, 1997
SKT Approval