Midwest Guardrail System with Round Timber Posts

被引:13
作者
Faller, Ronald K. [1 ]
Reid, John D. [1 ]
Kretschmann, David E. [2 ]
Hascall, Jason A. [3 ]
Sicking, Dean L. [1 ]
机构
[1] Univ Nebraska, Midwest Roadside Safety Facil, Lincoln, NE 68588 USA
[2] US Forest Serv, Forest Prod Lab, USDA, Madison, WI 53726 USA
[3] Wallace Engn, Kansas City, MO 64106 USA
关键词
D O I
10.3141/2120-06
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A modified Midwest Guardrail System (MGS) was developed by using small-diameter round wood posts. The barrier system was configured with three timber species: Douglas fir (DF), ponderosa pine (PP), and southern yellow pine (SYP). Barrier VII computer simulation, combined with cantilever post testing in a rigid sleeve and soil, was used to determine the required post diameter for each species. The recommended nominal sizes were 184 min (7.25 in.) for DF, 203 nim (8 in.) for PP, and 190 min (7.5 in.) for SYP. A grading criterion limiting knot size and ring density was established for each species. The recommended knot sizes were limited to 38 min (1.5 in.) or smaller for DF, 89 mm (3.5 in.) or smaller for PP, and 64 min (2.5 in.) or smaller for SYP. The minimum ring densities equaled or exceeded 6 rings per inch (rpi) for DF, 6 rpi for PP, and 4 rpi for SYP. Two guardrail systems-one using DF posts and another using PP posts-were crash tested according to the Test Level 3 requirements specified in NCHRP Report 350: Recommended Procedures for the Safety Performance Evaluation of Highway Features. Crash testing was not conducted on the SYP system because of the adequacy of previous testing on 184-mm (7.25-in.) diameter SYP posts in a standard W-beam guardrail system and post design strength comparable to that in the other two species. Both crash tests showed that the modified MGS functioned adequately for both wood species. Three round wood post alternatives were recommended as an acceptable substitute for the standard W152x13.4 (W6x9) steel post used in the MGS.
引用
收藏
页码:47 / 59
页数:13
相关论文
共 22 条
[1]  
*AASHTO ASS GEN CO, 1995, GUID STAND HIGHW BAR
[2]  
[Anonymous], 2002, Roadside Design Guide
[3]  
Bligh R., 1995, CRASH TESTING EVALUA
[4]  
BLIGH RP, 1989, TRANSPORT RES REC, V1233, P117
[5]  
BLIGH RP, 1988, TRANSPORT RES REC, V1198, P105
[6]  
Faller RK, 2004, TRANSPORT RES REC, P19
[7]  
GORTE RW, 1995, 95511 CRS NAT COUNC
[8]  
HASCALL JA, 2005, THESIS U NEBRASKA LI
[9]  
HASCALL JA, 2007, TRP0317907 U NEBR CI
[10]  
KRETSCHMANN DE, 2006, P 9 WORLD C TIMB ENG