thrie-beam bullnose end terminal set03a-bmwrsf.unl.edu/researchhub/files/report121/set03a-b.pdfaug...

10
414 3/8" 10525 GROUND LINE ELEVATION ANCHOR ASSEMBLY 8 x FBX16a, FCA01, FMM02, FPA01, FPB01, and 16 x FWC16a C 31 5/8" 804 B B A A 409 1/2" [10401] RADIUS SETS OF TWO FBU01 AND RCM02 ATTACHED BY THREE 62 1/4" [1580] QUARTER POINTS FWR10 AT MIDDLE AND CONSTRUCTION RTM07a BEAM GUARDRAIL BEGIN STANDARD THRIE INSIDE RADIUS RTM07d RTM07e 0" [0] RADIUS PLAN 9 2 4 3 5 6 7 8 1 RTM02a D (TYP) 75" 1905 4496 177" 37 1/2" (TYP) 953 SET03a-b 1 of 10 THRIE-BEAM BULLNOSE END TERMINAL SHEET NO. DATE: 8/1/2013

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Page 1: THRIE-BEAM BULLNOSE END TERMINAL SET03a-bmwrsf.unl.edu/researchhub/files/Report121/SET03a-b.pdfAug 01, 2013  · Previous testing conducted by TTI on a thrie beam longitudinal barrier

414 3/8" 10525

GROUND

LINE

ELEVATION

ANCHOR ASSEMBLY

8 x FBX16a,

FCA01, FM

M02,

FPA01, FPB01,

and 16 x FW

C16a

C

31 5/8" 804B B

A A

409 1/2" [10401]RADIUS

SETS OF TWO FBU01 AND RCM02 ATTACHED BY THREE

62 1/4" [1580]QUARTER POINTSFWR10 AT MIDDLE AND

CONSTRUCTION

RTM07a

BEAM GUARDRAILBEGIN STANDARD THRIE

INSIDE RADIUS

RTM07d

RTM07e0" [0] RADIUS

PLAN

92

43

56

78

1

RTM02a

D

(TYP)75" 1905

4496177"

37 1/2" (TYP)953

SET03a-b1 of 10

THRIE-BEAM BULLNOSE END TERMINAL

SHEET NO. DATE:

8/1/2013

Page 2: THRIE-BEAM BULLNOSE END TERMINAL SET03a-bmwrsf.unl.edu/researchhub/files/Report121/SET03a-b.pdfAug 01, 2013  · Previous testing conducted by TTI on a thrie beam longitudinal barrier

DATE:

2 of 10

SET03a-bSHEET NO.

THRIE-BEAM BULLNOSE END TERMINAL

8/1/2013

INTENDED USE Thrie-Beam Bullnose End Terminal (SET03a-b) is a non-proprietary system for shielding of median hazards and gore areas. Lateral clearance between the tangent segments of the bullnose barrier system and the face of the hazard must be considered. Previous testing conducted by TTI on a thrie beam longitudinal barrier system found a maximum dynamic deflection of 26 ¾” [674] and a working width of approximately 46 1/8” [1172]. Based on this data, the minimum recommended lateral clearance between the back of the posts and the face of the hazard is 27.6” [700]. In addition, a minimum of 62’-9” [19.125-m] of guardrail, as measured longitudinally, or five sections of guardrail downstream of post no. 1 of the system is recommended in front of any hazard in order to prevent vehicle impacts with the hazard during end-on impacts with the system. The Thrie-Beam Bullnose End Terminal is TL-3 NCHRP 350 accepted.

COMPONENTS

Unit Length = 414 3/8” [10525] (Nose to Post No. 9)

DESIGNATOR COMPONENT SYSTEM A SYSTEM B FBB01 Guardrail bolt & recessed nut 72 72 FBB03 Guardrail bolt & recessed nut 4 6 FBB04 Guardrail bolt & recessed nut 4 14 FBB05 Guardrail bolt & recessed nut 12 - FBX16a Hex bolt & nut 4 4 FBX22a Hex bolt & nut 4 4 FCA01 BCT cable anchor assembly 2 2 FMM02 BCT post sleeve 2 2 FPA01 Anchor cable bracket 2 2 FWC16a Plain round washer 60 46 FPB01 BCT bearing plate 2 2 FWC22a Plain round washer 8 8 PDB01 W-Beam timber blockout for timber posts 14 - PDB12 W-Beam tapered blockout for timber posts 14 - PDE02 Timber guardrail post 2 2 PDE16 CRT timber guardrail post 12 - PDF04 BCT Timber post for thrie-beam bullnose end terminal 4 4 PTE06 Bullnose foundation tube 2 2 PTE07 Bullnose foundation tube 2 2 RTM07a Slotted & bent thrie-beam guardrail 1 1 RTM07d Slotted & bent thrie-beam guardrail 2 2 RTM07e Slotted & bent thrie-beam guardrail 2 2 RTM02a 2-Space thrie-beam rail 2 2 ----- 16D double head nail 28 28 RCM02 Nose cable 2 2 FPA04 Nose cable anchor plate 4 4 FBU01 U-Bolt and nuts 6 6 FWR10 U-Bolt plate washer 6 6 PWE11 Wide-Flange bullnose end terminal post - 12 PWE02 Wide-Flange slip guardrail post - 2 FWC12b Flat washer - 192 FBX12a 2 ½” [64] long hex tap bolts & nuts - 48 PDB20 Tapered Timber Blockout for Steel Guardrail Post - 14 PDB09 W-beam Timber Blockout for Steel Guardrail Post - 14 PTE08 Foundation Tube for Bullnose End Terminal Slip Post - 12

Page 3: THRIE-BEAM BULLNOSE END TERMINAL SET03a-bmwrsf.unl.edu/researchhub/files/Report121/SET03a-b.pdfAug 01, 2013  · Previous testing conducted by TTI on a thrie beam longitudinal barrier

THRIE-BEAM BULLNOSE END TERMINAL

SET03a-bSHEET NO. DATE:

3 of 10 8/1/2013

STANDARD THRIE BEAM LINE POSTSECTION B-B

HEAD NAIL

PDE02

PDB0116D DOUBLE

FBB04

32 5/8" 829 31 5/8" 803

45 3/8" 1153

FWC16a

OPTION a

12-FBB01PDB12

POST NO. 3-8SECTION A-A

PDE16

PDB0116D DOUBLE HEAD NAIL

FBB05

31 5/8" 80332 5/8" 829

45 3/8" 1153

FBB03

PDF04

PTE07

FWC16a

FBX16a

FWC16a

FWC22aADDN'LWASHERON BACK

FBX22a

POST NO. 1

E

16D DOUBLE HEAD NAIL PDB12

PDF04

PTE06

FWC16a

FBX16a

FBX22a

FWC22aADD'LWASHERON BACK

FBB04

FWC16a

POST NO. 2

32 5/8" 829

94" 2388

2" 51

31 5/8" 803 32 5/8" 829

70" 1778

2" 51

31 5/8" 803

Page 4: THRIE-BEAM BULLNOSE END TERMINAL SET03a-bmwrsf.unl.edu/researchhub/files/Report121/SET03a-b.pdfAug 01, 2013  · Previous testing conducted by TTI on a thrie beam longitudinal barrier

THRIE-BEAM BULLNOSE END TERMINAL

SET03a-bSHEET NO. DATE:

4 of 10 8/1/2013

ACCEPTANCE FHWA Acceptance Letter CC-68, November 8, 2000. FHWA Acceptance Letter CC-68A, August 19, 2011.

REFERENCES Bielenberg, B.W., Reid, J.D., Faller, R.K., Rohde, J.R., Sicking, D.L., Keller, E.A., Holloway, J.C., and Supencheck, L., Phase III Development of a Bullnose Guardrail System for Median Applications, Final Report to the Midwest State’s Regional Pooled Fund Program, Transportation Research Report No. TRP-03-95-00, Project No. SPR-3(017)-Years 7 and 8, Midwest Roadside Safety Facility, University of Nebraska-Lincoln, June 1, 2000. Bielenberg, B.W., Reid, J.D., Faller, R.K., Rohde, J.R., Sicking, D.L., Keller, E.A., and Holloway, J.C., Phase II Development of a Bullnose Guardrail System for Median Applications, Final Report to the Midwest State's Regional Pooled Fund Program, Transportation Research Report No. TRP-03-78-98, Project No. SPR-3(017)-Years 7 and 8, Midwest Roadside Safety Facility, University of Nebraska-Lincoln, December 18, 1998. Bielenberg, B.W., Faller, R.K., Reid, J.D., Rohde, J.R., Sicking, D.L., and Keller, E.A., Concept Development of a Bullnose Guardrail System for Median Applications, Final Report to the Midwest State's Regional Pooled Fund Program, Transportation Research Report No. TRP-03-73-98, Project No. SPR-3(017)-Year 7, Midwest Roadside Safety Facility, University of Nebraska-Lincoln, May 22, 1998. Bielenberg, R.W., Reid, J.D., and Faller, R.K., NCHRP Report No. 350 Compliance Testing of a Bullnose Median Barrier System, Paper No. 01-0204, Transportation Research Record No. 1743, Transportation Research Board, National Research Council Washington, D.C., January 2001. pp. 60-70. Reid, J. R., Bielenberg, B. W., Using LS-DYNA Simulation to Solve a Design Problem: A Bullnose Guardrail Example, Paper No. 99-0554, Transportation Research Record No. 1690, Transportation Research Board, National Research Council Washington, D.C., November 1999. pp. 95-102. Arens, S. W., Faller, R.K., Rohde, J.R., and Polivka, K.A., Dynamic Impact Testing of CRT Wood Posts in a Rigid Sleeve, Final Report to the Minnesota Department of Transportation, Transportation Research Report No. TRP-03-198-08, Midwest Roadside Safety Facility, University of Nebraska-Lincoln, April 11, 2008. Arens, S.W., Sicking, D.L., Faller, R.K., Reid, J.D., Bielenberg, R.W., Rohde, J.R., Lechtenberg, K.A., Investigating the Use of a New Universal Breakaway Steel Post, Final Report to the Minnesota Department of Transportation, Transportation Research Report No. TRP-03-218-09, Project No. SPR-3(017), Midwest Roadside Safety Facility, University of Nebraska-Lincoln, August 3, 2009. Schmidt, J.D., Sicking, D.L., Faller, R.K., Reid, J.D., Bielenberg, R.W., Lechtenberg, K.A., Investigation the Use of a New Universal Breakaway Steel Post-Phase 2, Final Report to the Minnesota Department of Transportation, Transporation Research Report No. TRP-03-230-10, Project No. SPR-3(017), Midwest Roadside Safety Facility, University of Nebraska-Lincoln, August 9, 2010. Schmidt, J.D., Sicking, D.L., Faller, R.K., Reid, J.D., Bielenberg, R.W., Lechtenberg, K.A., Investigation the Use of a New Universal Breakaway Steel Post-Phase 3, Final Report to the Minnesota Department of Transportation, Transportation Research Report No. TRP-03-244-10, Project No. SPR-3(017), Midwest Roadside Safety Facility, University of Nebraska-Lincoln, December 16, 2010.

CONTACT INFORMATION Midwest Roadside Safety Facility Nebraska Transportation Center University of Nebraska-Lincoln 130 Whittier Research Center

2200 Vine Street Lincoln, NE 68583-0835

(402) 472-0965 Email: [email protected]

Website: http://mwrsf.unl.edu/

Page 5: THRIE-BEAM BULLNOSE END TERMINAL SET03a-bmwrsf.unl.edu/researchhub/files/Report121/SET03a-b.pdfAug 01, 2013  · Previous testing conducted by TTI on a thrie beam longitudinal barrier

32 5/8" 829

40" 1016

32 5/8" 829

45 3/8" 1153

31 5/8" 803

12-FBB01

POST NO. 3-8SECTION A-A

PWE11

PDB09

4-FWC12b 4-FBX12a

PDB20

FBB04

16D DOUBLEHEAD NAIL

PTE08

THRIE-BEAM BULLNOSE END TERMINAL

SET03a-bSHEET NO. DATE:

5 of 10 8/1/2013

FBB04

FBX22a

PTE06

FWC16aON BACKWASHER

FBX16a

FWC16a

PDF04

HEAD NAIL16D DOUBLE

FWC22aADDN'L

PDB12

PTE07

ON BACK

ADDN'L FBX22aWASHER

FWC16a

POST NO. 1

FBX16a

FWC16a

FWC22a

FBB03PDF04

OPTION b

PWE09

STANDARD THRIE BEAM LINE POSTSECTION B-B

HEAD NAIL16D DOUBLE

FBB03

PDB09

POST NO. 2

32 5/8" 829 31 5/8" 803

2" 51

94" 2388

32 5/8" 829 31 5/8" 803

2" 51

70" 1778

Page 6: THRIE-BEAM BULLNOSE END TERMINAL SET03a-bmwrsf.unl.edu/researchhub/files/Report121/SET03a-b.pdfAug 01, 2013  · Previous testing conducted by TTI on a thrie beam longitudinal barrier

2-FPA04

DETAIL E

2-RCM02

THRIE-BEAM BULLNOSE END TERMINAL

SET03a-bSHEET NO. DATE:

6 of 10 8/1/2013

Page 7: THRIE-BEAM BULLNOSE END TERMINAL SET03a-bmwrsf.unl.edu/researchhub/files/Report121/SET03a-b.pdfAug 01, 2013  · Previous testing conducted by TTI on a thrie beam longitudinal barrier

THRIE-BEAM BULLNOSE END TERMINAL

SET03a-bSHEET NO. DATE:

7 of 10 8/1/2013

8-FBX16a AND 16-FWC16a

DETAIL C

FMM02

FPA04

FPB01

DETAIL D

FCA01 FPA01

PLAN VIEW

ELEVATION VIEW

Page 8: THRIE-BEAM BULLNOSE END TERMINAL SET03a-bmwrsf.unl.edu/researchhub/files/Report121/SET03a-b.pdfAug 01, 2013  · Previous testing conducted by TTI on a thrie beam longitudinal barrier

THRIE-BEAM BULLNOSE END TERMINAL

SET03a-bSHEET NO. DATE:

8 of 10 8/1/2013

Page 9: THRIE-BEAM BULLNOSE END TERMINAL SET03a-bmwrsf.unl.edu/researchhub/files/Report121/SET03a-b.pdfAug 01, 2013  · Previous testing conducted by TTI on a thrie beam longitudinal barrier

THRIE-BEAM BULLNOSE END TERMINAL

SET03a-bSHEET NO. DATE:

9 of 10 8/1/2013

Page 10: THRIE-BEAM BULLNOSE END TERMINAL SET03a-bmwrsf.unl.edu/researchhub/files/Report121/SET03a-b.pdfAug 01, 2013  · Previous testing conducted by TTI on a thrie beam longitudinal barrier

THRIE-BEAM BULLNOSE END TERMINAL

SET03a-bSHEET NO. DATE:

10 of 10 8/1/2013