bsi-1206054-ap - sheet1 · bsi-1206054-ap sheet 2 of 17 rev. 0 item no. qty description 1 b100238 1...

06/11/12AP 008360

Tel: 888-800-3691

BARRIER SYSTEMS INC.3333 Vaca Valley Parkway Ste 800

Vacaville, CA 95688

www.barriersystemsinc.com

TITLE

TL-3 X-TENUATOR SYSTEMA

B

C

D

A

B

C

D

1234

1234Doc. B100108REV ECN# DATE SHEET

NYSDOT TRANSITION DETAILSREV.

1 OF 17BSI-1206054-AP

DWG NO.SIZE

APPR'D BY:

PROHIBITED.

06/14/12

DRAWN BY:

06/11/12

APPR'D DATE:

APPROVALS

AEM

DRAWN DATE:

JMT

1/16IN PART OR WHOLE WITHOUT THE WRITTEN

DO NOT SCALE DRAWING

PERMISSION OF BARRIER SYSTEMS INC. IS

DIMENSIONS ARE IN INCHES.UNLESS OTHERWISE SPECIFIED

TOLERANCES ARE:THE INFORMATION CONTAINED IN THIS

1/2.010

DRAWING IS THE SOLE PROPERTY OFBARRIER SYSTEMS INC. ANY REPRODUCTION

2012 BARRIER SYSTEMS INC.

FRACTIONS.03

.XXX =

Y14.5-1994

THIRD ANGLE PROJECTION

SCALE NTSB

©

DECIMAL.XX =

ANGLES

INTERPRET DIMENSIONS ANDTOLERANCES PER ASME

0

NOTE: UNLESS OTHERWISE SPECIFIED

X-TENUATOR SYSTEM TO BE INSTALLED1.PER MANUFACTURER'S INSTRUCTIONS.

SEE X-TENUATOR INSTALLATION MANUAL2.FOR ADDITIONAL DETAILS.

THE X-TENUATOR FOUNDATION TO BE IN ACCORDANCE WITH 3.BSI FOUNDATION SPECIFICATIONS; 6 in REINFORCED OR 8 inNON-REINFORCED CONCRETE. SEE SHEET 16FOR CONCRETE FOUNDATION SPECIFICATIONS, REINFORCEMENT DETAILS, AND DETAILS. SEE SHEET 17 FOR ASPHALTIC CONCRETE FOUNDATION SPECIFICATIONS.

IF CONCRETE FOUNDATION EXTENDS FROM A CONCRETE4.CURB, WALL, ABUTMENT, OR OTHER CONCRETE HAZARD, PLACE BACKSTOP AGAINST THE HAZARDAND SUBTRACT 10 in FROM THE OVERALL FOUNDATION PAD LENGTH.

TRANSITION DETAILS SHOWN ARE RECOMMENDED5.TO PRODUCE A GRADUAL STIFFENING OF THEOVERALL APPROACH PROTECTION SYSTEM SOVEHICULAR POCKETING, SNAGGING, OR PENETRATIONCAN BE REDUCED OR AVOIDED AT ANY POSITIONALONG THE TRANSITION. REFER TO THE AASHTO ROADSIDE DESIGN GUIDE, BRIDGE RAILINGS AND TRANSITIONSFOR ADDITIONAL DETAILS.

TRANSITION COMPONENTS SHOWN ARE IN ACCORDANCE6.WITH THE AASHTO STANDARD HIGHWAY BARRIERHARDWARE SPECIFICATION.

4-SPACE THRIE-BEAM GUARDRAIL SHOWN PER7.AASHTO HARDWARE SPECIFICATION RTM04b.

RECTANGULAR GUARDRAIL PLATE WASHER PER8.AASHTO HARDWARE SPECIFICATION FWR03.

OVERLAP GUARDRAIL PANELS ACCORDING TO THE9.DIRECTION OF TRAFFIC FLOW, UNDERLYING PARTSHOULD BE DOWNSTREAM OF TRAFFIC.

SUPPORT SPACING AND POST SHOWN ARE IN ACCORDANCE 10.WITH AASHTO SPECIFICATION STB06.

W-THRIE BEAM TRANSITION SECTIONS PER AASHTO11.HARDWARE SPECIFICATION RWT0a.

W-BEAM GUARDRAIL PANEL PER AASHTO HARDWARE12.SPECIFICATION RWM04b.

W-BEAM TERMINAL CONNECTOR SHOWN PER13.AASHTO HARDWARE SPECIFICATION RWE01b.

Sheet No. DESCRIPTION1 of 17 General Notes2 of 17 X‐TENuator System Parts Identification, Exploded View3 of 17 X‐TENuator System Overall Dimensions, Plan and Elevation Views4 of 17 X‐TENuator System Clear Zone Requirement5 of 17 X‐TENuator System Transitioned to NYS DOT Single Slope Median Wall 606‐14, Unidirectional Traffic Flow6 of 17 X‐TENuator System Transitioned to NYS DOT Single Slope Half‐Section Barrier Wall 606‐13, Unidirectional Traffic Flow7 of 17 X‐TENuator System Transitioned to NYS DOT Single Slope Median Wall 606‐14, Bidirectional Traffic Flow8 of 17 X‐TENuator System Transitioned to NYS DOT Single Slope Half‐Section Barrier Wall 606‐13, Bidirectional Traffic Flow9 of 17 X‐TENuator System Transitioned to W‐Beam Guardrail, Bidirectional Median10 of 17 X‐TENuator System Transitioned to Thrie‐Beam Guardrail, Bidirectional Medain11 of 17 X‐TENuator System Transitioned to W‐Beam Guardrail, Roadside, Approach End12 of 17 X‐TENuator System Transitioned to W‐Beam Guardrail, Roadside, Departure End13 of 17 X‐TENuator System Transitioned to Thrie‐Beam Guardrail, Roadside, Approach End14 of 17 X‐TENuator System Transitioned to Thrie‐Beam Guardrail, Roadside, Departure End15 of 17 X‐TENuator System Transition Adapter Brackets16 of 17 X‐TENuator System Concrete Foundation Details17 of 17 X‐TENuator System Asphalt Foundation Details

NOTE:

DRAWING INDEXTL‐3 X‐TENUATOR SYSTEM APPLICATION

THE TL‐3 (100 km/h) X‐TENUATOR SYSTEM SHOWN IS THE NARROW (NOMINAL 21 in) SYSTEM FOR INSTALLATIONS WITH A CONCRETE FOUNDATION. WIDER HAZARDS MAY BE SHIELDED WITH THE USE OF ADDITIONAL STANDARD GUARDRAIL COMPONENTS. OTHER ANCHORING OPTIONS ARE AVAILABLE. REFER TO THE X‐TENUATOR INSTALLATION MANUAL FOR DETAILS.

19

71

2

3

4

5

6

8

9

10

11

12

13

14

15

16

17

18

X-TENUATOR SYSTEMTL-3 (100 km/h)

A

B

C

D

A

B

C

D

1234

1234Doc. B100108

SCALE 1:30BSIZE DWG NO.

BSI-1206054-APSHEET 2 OF 17

REV.

0

Item No. QTY Description

1 B100238 1 Nose Cover, X-TENuator2 B100239 1 EA Nose Cartridge, X-TENuator3 B100244 2 Cable Anchor Weldment, X-TENuator4 B061072 2 Head Unit Weldment, X-TENuator5 B100348 2 Cable Friction Plate, X-TENuator6 B100247 1 Upper Head Support Weldment, X-TENuator7 B100250 1 Lower Head Support Plate, X-TENuator8 B100251 2 Head Support Leg Weldment, X-TENuator9 B100254 5 Leaning Post Weldment, X-TENuator10 B090534 10 W-Beam Composite Blockout 8in11 B100259 2 Front Panel Weldment, X-TENuator12 B100346 2 Slider Brace Weldment, Front13 B100263 2 Back Panel Weldment, X-TENuator14 B100266 1 Backstop Weldment, Right15 B100267 1 Backstop Weldment, Left16 B100280 1 Brace, Backstop, X-TENuator17 B100281 2 Cable Assembly, X-TENuator18 K080123 1 Kit, X-Tension Shear Bolt19 K100201 1 Tether Kit, X-TENuator

XTEN100N X-TENUATOR SYSTEM (TL-3)

320"

31 1/4"

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

48"

42 1/4" 43 1/4" 50 7/8" 49 1/4" 46 1/2" 65 1/4"

297 1/4"


33 1/2"

20"

135"

68"

THE X-TENUATOR SYSTEM REQUIRES AN 11'-3" CLEAR ZONE DIRECTLY BEHIND THE SYSTEM ADJACENT TO THE HAZARD TO

ALLOW THE PANELS TO SLIDE REARWARD DURING IMPACT.


A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

297 1/4"

31 1/4"

14" 258 5/8" 310"

(SEE NOTE 4, SHEET 1)A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

NYSDOT SINGLE - SLOPEMEDIAN BARRIER, REFERENCE606-14 DRAWING DETAIL

48"

X-TENUATOR SYSTEM TRANSITIONED TO NYS DOT SINGLE SLOPE MEDIAN WALL 606-14, UNI-DIRECTIONAL TRAFFIC FLOW

TRAFFIC

TRAFFIC

33 1/2"

42"

NYSDOT SINGLE - SLOPEHALF SECTION MEDIAN BARRIER,REFERENCE 606-13 DRAWING DETAIL

CL

4"

48"

X-TENUATOR SYSTEM TRANSITIONED TO NYS DOT SINGLE SLOPE MEDIAN WALL 606-13, UNI-DIRECTIONAL TRAFFIC FLOW

TRAFFIC

TRAFFIC

14" 258 5/8"

310"(SEE NOTE 4, SHEET 1)

31 1/4"

297 1/4"

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

42"

33 1/2"

SEE NOTE 8, SHEET 1

SEE NOTE 12, SHEET 1

15 7/8" 258 5/8"

320"

31 1/4"

297 1/4" 175 1/2"

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

42"

33 1/2"

X-TENUATOR SYSTEM TRANSITIONED TO NYS DOT SINGLE SLOPE MEDIAN WALL 606-14, BI-DIRECTIONAL TRAFFIC FLOW

TRAFFIC

TRAFFIC

606-14 DRAWING DETAILMEDIAN BARRIER, REFERENCE

NYSDOT SINGLE - SLOPE

X-TENUATOR TRANSITION ADAPTER BRACKET PN BSI-1007020-KT

(SEE DETAIL, SHEET 15)SEE NOTE 13, SHEET 1

48"

REFERENCE 606-13 DRAWING DETAILHALF SECTION MEDIAN BARRIER,

NYSDOT SINGLE - SLOPE

X-TENUATOR TRANSITION ADAPTER BRACKET PN BSI-1007020-KT

(SEE DETAIL, SHEET 15)SEE NOTE 13, SHEET 1

CL

4"

48"

X-TENUATOR SYSTEM TRANSITIONED TO NYS DOT SINGLE SLOPE MEDIAN WALL 606-13, BI-DIRECTIONAL TRAFFIC FLOW

TRAFFIC

TRAFFIC

SEE NOTE 8, SHEET 1


15 7/8" 258 5/8"

320"

31 1/4"

297 1/4" 175 1/2"

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

33 1/2"

42"

SEE NOTE 12, SHEET 1SEE NOTE 8, SHEET 1

258 5/8"

297 1/4"

31 1/4"

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

SEE NOTE 9, SHEET 1(SEE DETAIL, SHEET 15)

SEE NOTE 10, SHEET 1X-TENUATOR TRANSITION ADAPTER BRACKET PN BSI-1007020-KT

18 3/4" TYP 4 SPACES 37 1/2"

TYP 2 SPACES 75" TYP

X-TENUATOR SYSTEM TRANSITIONED TO W-BEAM, BI-DIRECTIONAL MEDIAN APPLICATION

TRAFFIC

TRAFFIC

SEE NOTE 9, SHEET 1(SEE DETAIL, SHEET 15)

SEE NOTE 10, SHEET 1X-TENUATOR TRANSITION ADAPTER BRACKET PN BSI-1007020-KT

18 3/4" TYP 4 SPACES 37 1/2"

TYP 2 SPACES 75" TYP

X-TENUATOR SYSTEM TRANSITIONED TO THRIE-BEAM GUARDRAIL, BI-DIRECTIONAL MEDIAN APPLICATION

TRAFFIC

TRAFFIC

SEE NOTE 7, SHEET 1

SEE NOTE 11, SHEET 1 SEE NOTE 8, SHEET 1

31 1/4"

258 5/8"

297 1/4" A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0


SEE NOTE 8, SHEET 1

297 1/4"

258 5/8"

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

X-TENUATOR TRANSITION ADAPTER BRACKET PN BSI-1007020-KT(SEE DETAIL, SHEET 15)

75" TYP

X-TENUATOR SYSTEM TRANSITIONED TO W-BEAM GUARDRAIL, ROADSIDE, APPROACH END

TRAFFIC

31 1/4"

SEE NOTE 8, SHEET 1


297 1/4"

31 1/4"

258 5/8"

X-TENUATOR SYSTEM TRANSITIONED TO W-BEAM GUARDRAIL, ROADSIDE, DEPARTURE END

TRAFFIC

TRAFFIC

SEE NOTE 9, SHEET 1


18 3/4" TYP 4 SPACES 37 1/2"TYP 2 SPACES

75" TYP

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0


75" TYP

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0


SEE NOTE 8, SHEET 1

SEE NOTE 7, SHEET 1

31 1/4"

258 5/8"

297 1/4"

X-TENUATOR SYSTEM TRANSITIONED TO THRIE-BEAM GUARDRAIL, ROADSIDE, APPROACH END

TRAFFIC

SEE NOTE 7, SHEET 1


31 1/4"

258 5/8"

297 1/4"

X-TENUATOR SYSTEM TRANSITIONED TO THRIE-BEAM GUARDRAIL, ROADSIDE, DEPARTURE END

TRAFFIC

TRAFFIC

SEE NOTE 9, SHEET 1


18 3/4" TYP 4 SPACES 37 1/2"TYP 2 SPACES 75" TYP

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

X-TENUATOR SYSTEM TRANSITION ADAPTOR BRACKETS

REMOVE BACKSTOP BRACE (PN B100280) AND INSTALL APPROPRIATE TRANSITION ADAPTER BRACKET PRIOR TO ATTACHING DOWNSTREAM GUARDRAIL OR POSITIONING THE X-TENUATOR IN FRONT OF BARRIER WALL.

TRANSITION ADAPTER, 24" BARRIERPN BSI-1204067-00

TRANSITION ADAPTER, 30" BARRIERPN BSI-1204069-00

TRANSITION ADAPTER BRACKETPN BSI-1007020-KT

0"

0"

3"

18

3/8"

39"

61"

83"

105

"

127

"

149

"

171

"

193

"

215

"

237

"

259

"

281

"

303

"

317

" 3

20"

3" 12"

36 1/8" 45" 48"

236 1/8" 320"

12 3/4"

10"

48"

36 1/2"

X-TENUATOR SYSTEM CONCRETE FOUNDATION DETAILS

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

NOTES: UNLESS OTHERWISE SPECIFIED

MINIMUM 6" PCC PAD OR 8" 1.NONREINFORCED PCC PAD. USE PCC PAD ANCHOR LOCATIONS. ANCHORAGE: 3/4" X 8 1/4" [20mm X 210mm] GALVANIZED ANCHOR WITH 6" [150mm] EMBEDMENT.

MATERIAL: STONE AGGREGATE 2.CONCRETE MIX, 4,000PSI MINIMUM COMPRESSIVE STRENGTH (SAMPLING PER ASTM C31-84 OR ASTM C42-84A, TESTING PER ASTM C39-84).

THE REINFORCEMENT SHOWN IS 3.RECOMMENDED TO ENSURE ADEQUATE FOUNDATION INTEGRITY FOR PROPER IMPACT PERFORMANCE. VARIATIONS MAYBE REVIEWED AND DETERMINATIONS MADE AS TO EQUIVALENCE BY PROJECT ENGINEER.

ALL REBAR IS #5 [15mm].4.

IF FOUNDATION EXTENDS FROM A 5.CONCRETE CURB, WALL, ABUTMENT, OR OTHER CONCRETE HAZARD, PLACE BACKSTOP AGAINST THE HAZARD AND SUBTRACT 10" FROM THE LENGTH OF THE FOUNDATION PAD.

FRONT CABLE ANCHOR DETAIL(SCALE 1:20)

BACKSTOP ANCHOR DETAIL(SCALE 1:20)

USE ANCHOR LOCATIONS INDICATED WITH NOTCH WHEN

INSTALLING THE SYSTEMON PCC FOUNDATIONS.

8 ANCHORS ARE REQUIREDON THE FRONT CABLE ANCHORS.

15"

2" TYP 6"

USE ANCHOR LOCATIONS INDICATED WITH NOTCH WHENINSTALLING THE SYSTEMON PCC FOUNDATIONS.8 ANCHORS ARE REQUIREDON THE BACKSTOP ASSEMBLY.

A

B

C

D

A

B

C

D

1234

1234Doc. B100108



REV.

0

NOTES: UNLESS OTHERWISE SPECIFIED

ASPHALT OVER SUBBASE: MINIMUM 6" [150mm] ASPHALTIC 1.CONCRETE (AC)OVER 6" [150mm] COMPACTED DGA SUBBASE.

ANCHORAGE: 3/4" X 18" [20mm X 460mm] •GALVANIZED ANCHORS WITH 16" [410mm] EMBEDMENT.

ASPHALT ONLY:MINIMUM 8" ASPHALTIC CONCRETE (AC).2.ANCHORAGE: 3/4" X 18" [20mm X 460mm] •GALVANIZED ANCHORS WITH 16" [410mm] EMBEDMENT.

ASPHALT OVER PPRTLAND CONCRETE CEMENT (PCC):3.ANCHORAGE: 3/4" [20mm] GALVANIZED ANCHORS •WITH MINIMUM 6" [150mm] EMBEDMENT IN PCC. USE PCC ANCHOR LOCATIONS OR IF 6" [150mm] EMBEDMENT IN PCC IS NOT POSSIBLE USE 3/4" X 18" [20mm X 460mm] GALVANIZED ANCHORS WITH 16" [410mm] EMBEDMENT. USE PCC ANCOR LOCATIONS

MATERIAL: COMPACTED SUBBASE (DGA) 6" [150mm] 4.MINIMUM DEPTH, 95%COMPACTION, CLASS 2 AGGREGATE.

SIEVE SIZE %PASSING3" 1002 1/2" 90-100No. 4 40-90No. 200 0-25

PORTLAND CEMENT CONCRETE (PCC): STONE 5.AGGREGATE CONCRETE MIX, 4000 PSI [28MPa] MINIMUM COMPRESSIVE STRENGTH (SAMPLING PER ASTM C31-84 OR ASTM C42-84A, TESTING PER ASTM C39-84).ASPHALTIC CONCRETE (AC): AR-4000 A.C. (PER ASTM 6.D3381 '83) . 75" MAXIMUM,MEDIUM (TYPE A OR B) AGGREGATE

SIEVE SIZE %PASSING1" 1003/4" 95-1003/8" 65-80No. 4 46-54No. 8 36-40No. 30 18-21No. 200 3-8

USE ALL ANCHOR LOCATIONS WHEN INSTALLING THE SYSTEMON AC FOUNDATIONS. ALL 16 ANCHORS ARE REQUIRED ON THE BACKSTOP ASSEMBLY.

X-TENUATOR SYSTEM ASPHALT FOUNDATION DETAILS

FRONT CABLE ANCHOR DETAIL(SCALE 1:20)

BACKSTOP ANCHOR DETAIL(SCALE 1:20)

USE ALL ANCHOR LOCATIONS WHEN INSTALLING THE SYSTEM ON

AC FOUNDATIONS ALL 16 ANCHORS ARE REQUIRED ON THE

FRONT CABLE ANCHORS.

15"

DEPICTED AS CONTINUOUSASPHALT SURFACE.

CL

15 1/2" MIN

68" MIN

236 1/8"

16" MIN

36 1/2"

15 3/4" MIN

bsi-1206054-ap - sheet1 · bsi-1206054-ap sheet 2 of 17 rev. 0 item no. qty description 1 b100238 1...

Documents