MAX Tension TL-3...'"" max-tension tangent, tl-3 system approvals imperial hw, steel post, 81n...
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6 5 4 3 2 8 7 NOTES: UNLESS OTHERWISE SPECIFI ED. 1. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. SEE ASSEMBLY AND INSTALLATION MANUAL FOR ADDITIONAL DETAILS. 3. A DRIVING CAP WITH A TIMBER OR PLASTIC INSERT SHALL BE USED WHEN DRIVING THE POST TO PREVENT DAMAGE TO THE GALVANIZING ON THE TOP OF THE POST. 4. CABLES SHALL BE TIGHTENED USING THE HEX NUTS AT THEISS PANEL UNTIL THEY ARE NOT VISIBLY B-, SAGGING BETWEEN POSTS. DO NOT TIGHTEN THE CABLE AT THE FRONT OF THE GROUND STRUT ANCHOR. D 5. SYSTEM SHOWN USING STEEL WIDE FLANGE POST WITH COMPOSITE BLOCKOUTS. D 6. ALL STEEL COMPONENTS ARE GALVANIZED PER ASTM Al23 OR ' ' \ EQUIVALENT UNLESS OTHERWISE STATED. 7. IF A DELINEATION MARKER IS REQUIRED, MARKER SHALL BE IN ACCORDANCE WITH LOCAL STANDARDS AND SPECIFICATIONS, & EXTRA SELF-DRILLING SCREW IS PROVIDED. &,. ITEM IS PART OF KIT P/N: BSl-1702051-KT: MAX-TENSION SYSTEM HW KIT. .1lh. ITEM IS PART OF KIT P/N: BSl -1702052-KT: MAX-TENSION GUARDRAIL SPLICE HW KIT. IMPERIAL £_ ITEM IS PART OF KIT P/N: BSl-1702053-KT: MAX-TENSION POST HW KIT. IMPERIAL. & RECESSED HEX NUTS TO BE INSTALLED ON TRAFFIC SIDE. BX Ji\A 24 DESCRIPTION QTY ITEM PAR NUMBER Soil Anchor, Galvanized I ? BSl-1610060-00 I I Gounds1rul. Galvanized BSl-16l 0061 -00 I 1moact Head. 1....nose Threads B~l-1610062·00 3 I Post. I-Beam, W6>!1. 6fl. Galvanized 4 BSl·l 610063-00 TSS Panel. Galvanized BSl-l 610064-00 I 5 I ISS Panel. Galvanized llcSl- 1610065-00 6 l 8 RSS Plale, Galvanized BSl -1610067-00 7 C: oble Assembly, MXTN 2 BSl-161 rn6,-uu BRACKET. DELINE ATION MAX-TENSION I 10 BSl-1701063-00 9 Line Posl X-Lite~Galvanized BSl-1012078-00 8 4 W-Beam Guardrafl Panel RWMQ.4a 11 BSl-4004386 W-Reom Compos,re Blocl<oul 8 12 BU'IU534 BSI. Cobl e Friction Plate 1 BSl-1702051-KT: MAX-TENSION SYSTEM HW KIT 6061058 13 Tooffi:Geomel I 15 14 BSt.1 61 0066-00 I Guardrail Wshr Rect AASHTO 4002051 WASHER,SQUARE,X-LITE.GALV I 16 l!St· l 102027-00 BSI-A I= Bolt CH 5/8-11 x2 Fully Threade 17 I Wshr 5/8 F436 Slruc1 MGol 2 18 2001636 I Bolt CH 5/8-l l x7.2in Threads. BSl-2001886 19 Guardrail Nuf Recessed 518-11 4001116 3 20 SCREW SD, HH 1'4-14 x314. 410SS 6 21 BSJ-2001887 4 Bon HH 3/4-lOxJ, rully BS1-,iu 1885 LL BSl-1702052-KT: MAX-TENSION GUARDRAIL SPLICE HW KIT, IMPERIAL 23 4001115 I Guardrail Boll 5/8-11 x l 1/4 48 24 4001116 I Guardrail Nut Recessed 5/8-1 1 I 48 BSl· 1702053-KT: MAX· TENSION POST WH KIT, IMPERIAL ' :a, A ,"~ I Gumd,oll Bolt -.,.K... 1 . 1 ,c 10. ~a, I 8 26 4001116 I Guardrail Nul Recessed 518-11 8 ?:1 MANMAX I MAN-Tension lns1allation Manual I C .r . WASHINGTON STATE p' l O f l. DEPARTMENT OF TRANSPORTATION C Ji( Approved -+ I L ... o Approved with revision o Rejected ... B B f) 0 <( DETAILB :, SCALE 1 : 8 ;:: UN..ESSO fHfRWISE\PfCIFIED DIMEMIONSI\IIEININCHES fOlUANCl5AJi'!: A ~.,.._. u1 ~~...s .~ii;'~ "';f'A~' JCXX : t010 '"" MAX-TENSION TANGENT, TL-3 SYSTEM APPROVALS IMPERIAL HW, STEEL POST, 81N COMPOSITE INfERP~EI DIMENSIONS II~ 101.U~~rli~ -'SME rnt,\V~ti BY JMT IIU tO • 111Q1• •l!Ortcno• BLOCKOUTS, 12'-6" PANELS DRAWNOAlE ~ti OWONO l~Y 04/29/19 APPRO IY: GAD 1 AP01432 04/29/19 D BSl-1904112-AP 1 APP RDOAI E 04/29/19 DO NOT JCALE OIAWIHG REV ECN# DATE SCAlE 1 :20 sem 1 OF2 Doc. 6100110 8 7 6 5 4 3 t 2 0
Transcript of MAX Tension TL-3...'"" max-tension tangent, tl-3 system approvals imperial hw, steel post, 81n...
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NOTES: UNLESS OTHERWISE SPECIFIED.
1. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
2. SEE ASSEMBLY AND INSTALLATION MANUAL FOR ADDITIONAL DETAILS.
3. A DRIVING CAP WITH A TIMBER OR PLASTIC INSERT SHALL BE USED WHEN DRIVING THE POST TO PREVENT DAMAGE TO THE GALVANIZING ON THE TOP OF THE POST.
4. CABLES SHALL BE TIGHTENED USING THE HEX NUTS AT THEISS PANEL UNTIL THEY ARE NOT VISIBLY B-,SAGGING BETWEEN POSTS. DO NOT TIGHTEN THE CABLE AT THE FRONT OF THE GROUND STRUT ANCHOR. D5. SYSTEM SHOWN USING STEEL WIDE FLANGE POST WITH COMPOSITE BLOCKOUTS.D
6. ALL STEEL COMPONENTS ARE GALVANIZED PER ASTM Al23 OR ' ' \EQUIVALENT UNLESS OTHERWISE STATED.
7. IF A DELINEATION MARKER IS REQUIRED, MARKER SHALL BE IN ACCORDANCE WITH LOCAL STANDARDS AND SPECIFICATIONS,
& EXTRA SELF-DRILLING SCREW IS PROVIDED. &,. ITEM IS PART OF KIT P/N: BSl-1702051-KT: MAX-TENSION SYSTEM HW KIT. .1lh. ITEM IS PART OF KIT P/N: BSl-1702052-KT: MAX-TENSION GUARDRAIL SPLICE HW KIT. IMPERIAL £_ ITEM IS PART OF KIT P/N: BSl-1702053-KT: MAX-TENSION POST HW KIT. IMPERIAL. & RECESSED HEX NUTS TO BE INSTALLED ON TRAFFIC SIDE.
BXJi\A 24
DESCRIPTION QTYITEM PAR NUMBER Soil Anchor, Galvanized I
? BSl-1610060-00I
IGounds1rul. Galvanized BSl-16l 0061 -00 I1moact Head. 1....nose ThreadsB~l-1610062·003 IPost. I-Beam, W6>!1. 6fl. Galvanized 4 BSl·l 610063-00
TSS Panel. Galvanized BSl-l 610064-00 I5 IISS Panel. Galvanized llcSl-1610065-00 6 l
8 RSS Plale, Galvanized BSl-1610067-00 7
C:oble Assembly, MXTN 2BSl-161 rn6,-uu BRACKET. DELINEATION MAX-TENSION I
10 BSl-1701063-009
Line Posl X-Lite~ Galvanized BSl-1012078-00 8 4W-Beam Guardrafl Panel RWMQ.4a11 BSl-4004386
W-Reom Compos,re Blocl
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• •
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C
2 6 5 4 38 7
7 51 6 )-•
!NSIALL GUARDRAIL l,IPPER CABLE RECESSED HEX NUTS ONINSTALL GUARDRAIL RECESSED HEX NUTS ON TRAFFIC SIDE.l8AC!;. S1DEJ TRAFFIC SIDE.
D -, PANEL 2 PANEL 1 FDETAIL D
DETAIL C SCALE 1 : 4 SCALE 1 : 4
SECTION E-E SCALE 1 : 4
SECTION F-F BOLT IS NOT PASSED THROUGH THE SCALE 1 : 4 GUARDRAIL PANEL AT POST 6
WASHINGTON STATE p' 2- of z. ~ DEPARTMENT OF TRANSPORTATIONPANEL 2 PANEL I
TRAFFIC FLOW )Q Approved INSTALL THE1SS AND RSS o Approved with revisionWlll-i THE ARROW POINTING TOWA RDS THE HEAD OF THE SYSTEM
o Rejected
' ' DETAIL G BY: ~ /Vl.JSCALE 1 : 10 " ' ',, LDATE: 5 / t I l 'f ------~ ..;-------1 ss- 1 /2 S',S1E1v". L~1~G1~r---B
-------------------------~ ,-----~49_59, 6)
' ' ~~' ElPOSTS POST 7 POST 5 POST 4 POST3 P0ST2POST9f J' - I G :.
7/8 ros-)32 /4 '-lEAD) 3 ( r-iEIGr-----+---~75 1--.-1 L,,,.J(365/16) !'! :~ ,J
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D
B
A
ELEVATION
'" D BSl-1904112-AP
SCALE ]:3Q 20F 2
Doc. 6100110 8 7 6 5 4 3t 2
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