GRTE 100(1) -Lake Creek Bridge.pdf

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LAND HIGHWAY DIVISION

VANCOUVER, WASHINGTON

GRTE 100(1) Lake Creek Bridge As-Builts (2004)

MOOSE WILSON ROAD PHASE 1

WY NPS GRTE 2017(1)

GRAND TETON NATIONAL PARK

TETON COUNTY, WYOMING

NPS PMIS No. 225661, NPS Drwg. No. 136/167343

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GENERAL NOTES:

SPECIF/CATIONS:

DESIGN: AASHTO Standard Specifications for Highway Bridges, 17th Edition, 2002, with current interim CONSTRUCTION: Federal Highway Administration Standard Specificat(ons for Construction of Roads and Bridges on Federal Highway Projects, FP-96 (English).

DEAD LOAD:

CAST-IN-PLACE CONCRETE: 150 lb per cubic feet STRUCTURAL STEEL: 490 lb per cubic feet TIMBER: 50 lb per cubic feet LATERAL EARTH PRESSURE: Equivalent to a fluid weighing 36 pcf.

UV£ LOAD:

DESIGN VEHICLE: HS 20-44 impact, 1- 50/L+l25, where L- span length in feet, maximum impact, !• 307.

SEISMIC: Acceleration coefficient, A- 0./g

CAST-IN-PLACE CONCRETE:

All cast-in-place concrete shall be Structural Concrete Class A(A£J, with minimum 28-day strength f '-4000 psi.

Chamfer exposed edges of all concrete ¾ in, unless shown otherwise on plans. All cast-in-place concrete shall be made with type II cement. All cement shall be low alkali cement. All exposed vertical concrete surfaces shall be given texture finish. See Special Contract Requirements.

REINFORCING STEEL:

All reinforcing steel shall conform to AASHTO M3/, M42, or M53 - Grode 60 deformed. The minimum concrete covering to the face of any bar shall be 2N, unless shown otherwise on the plans.

STRUCTURAL STEEL:

Structural steel for W shape, channels, stiffener plates, and bearing plates shall be high-strength, low alloy, corrosion resistant steel conforming to ASTM A588. Field connections associated with beams are slip critical, Class A contact surfaces, and shall be made with ½H diameter friction type bolts conforming to AASHTO M/64, type 3. Anchor bolts at bearings shall be galvanized and conform to ASTM 307. Welding shall conform to ANSI/ AWS/ AASHTO Bridge Welding Code, current edition. The steel fabricating company shall be fully certified in simple steel bridge structures rs Br), under the A/SC Quality Certification Program.

TIMBER:

All timber shall be Douglas Fir (Coast Region). Glue laminated timber shall conform to ANSI/ A/TC A/90.I, #Specification for Structural Glued Laminated Timbe~. current edition, and shall be fabricated in accordance with A/TC 117-93---Manufacturing, "Standard Specifications for Structural Glued Laminated Timber of Softwood Species1

• Solid sawn lumber for curbs, risers, and running planks shall be No. I or better, graded according to the Western Wood Products Association. All timber members shall be pressure treated with Copper naphthenate, as described in the Special Contract Requirements. All timber deck connection clips and bolts shall be galvanized.

£/astomeric Bearing Pads: £/astomeric pads shall meet the requirements of AASHTO M 251.

ALLOWABLE STRESSES:

Structural Glued Laminated Timber Deck:

Glued laminated timber shall be manufactured from grades of lumber which will produce design values equal to or exceeding the following:

Loaded parallel to the wide faces of the laminations:

Bending (FbyyJ - /450 psi Compression Perpendicular to Grain (Fe .l yyJ - 560 psi Shear Parallel to Grain (FvyyJ = /45 psi Modulus of Elasticity (£) = 160,000 psi

GEOTECHNICAL REPORT:

For geotechnical information see Geotechnical Report No. 27-03, dated November 20, 2003, prepared by TERRACON.

ITEM

NO.

203018

2080/

20802

5520/

5540/

55501

55702

I STATE I

I WY I

PROJECT

PRA-GRTE 100 ll, PRA-GRTE 209( I l, PRA-GRTE 225Cll

SHEET

NUMBER

E.1

ESTIMATE

DESCRIPTION

Removal of bridge

Structure excavation

Foundation fill

Structural concrete, class A(AEJ

Reinforcing steel

Structural steel, furnished, fabricated, and erected

Treated structural timber and lumber

UNIT QUANTITY NOTES

Each I

Cubic yard 380.0 (I)

Cubic yard 227.0

Cubic yard 94.00 (/)( 2 )( 3)

Pound 9760 (/)

Pound 24,852 (/)(4)(5)

MFBM 9.600 (!)(6)(7)

ESTIMATE NOTES:

(IJ Contract quantity.

(2 J Include cost of furnishing and lnstalllng concrete anchor bolts, geocomposite sheet drain, and drain grate.

( 31 Include cost of concrete surf ace texture finish.

(4) Include cost of furnishing, fabricating, and installing all weathering structural steel, which include W shape beams, channels, stiffener plates, guard angles, and galvanized steel bolts.

(5) Include cost of furnishing and installlng e/astomeric bearing pad.

(6) Include cost of furnishing and Installing all treated timbers, which include G/u/am timber deck, timber curb, and timber riser.

(7) Include cost of furnishing and installing timber deck steel clip/bolt and timber curb anchor bolt with plate washer.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

WYOMING

GENERAL NOTES & ESTIMATE

-g NPS Pkg. No. 22094, 90954, 90953 NPS Drwg. No. 136/80196 ~ ~NO::-."Tl~D""AT~E-~IBY~l-------=R""Ev"'1""s1-=o.,.,NS-------~ IN""O • ..,l~D~A-=T""E-"Tl-:B~Y..,1- - ------,R~E~V"""I s~,o~N-=s-------,,r---,D-=E-=s-=1G"""N~EO~B~Y-T"""l-~DR~A"'W.,.,N..,B~Y~-,---.c~H-=Ec""K""=E""D..,B~Y---.---.. S~C~A""'LE ___ ..,l,...;;P.,,.RO""J""=E""cT""""'=T""EA"""M.,...,.L""EA-=D-=E""R-+---=s""'R""=1D""G""E ""'D'""RA'""w"'I-NG-...... ,..---DA-T""E----,-D-RA_W_I_NG_N_Q __ ... f t---t':---------;--:--t-:-----------............. ------1-:---t:---------,;,:----1:-----------------------i:t---F-.-,-sM-A""'IL ...... _t-l-J-.... D ... E ... M ... EL""'L-0--11--M-... V ... EN_E_,R ... os""'o--t-l----NO_N_E ____ -llt----------------+-.;;.;.;;.;;1.;;.;;.o .. f~-,3----1,1--M-AR.;;,C;,;.H;.;;2 ... o_o_4_+-l....:R;;.;.G;;.;2;;.;.7,;,;8;;.9,;,;-.;;,A:-..-1

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NO. DATE

lffDRAUUC DATA:

z tu;• 22°\ 16' 54' fRTJ 0- 53• 39' 43' R- 90.00' T· 17.72' L- :gs .. oO'

Begin bridge Sta. 8+64.d0 El. 6509./2

02-222.00 ft3/s, Vm-6.00 ft/sec, WS E!.-6499.20

050-464.00 ft3/s, Vm-8.00 ft/sec, WS E!.·6500.30

0/00-5/3.00 ft3/s, Vm-8.30 ft/sec, WS E!.-6500.50

Roadway surface

10 x 10 curb, with 6 x 10 risers, treated timber (nominal dimension)

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-3./237.

.. :sf / O ·· i G: ·· . . .

50'-0' (Bridge /engt/JJ '

W/ .. ...-·········

PLAN

6¾' thick treated Glulam timber deck

W24 x 117

End bridge Sta. 9+/4.00 El. 6507.56

JOO ft VC tic- 32° 00' 52' fRTJ

. 0- 71° 37' II'

.. · · .. R- 80.00' ··--r ..... 22.95'

L· 44J.Q'.

Bridge

GRADE PROFILE

NOT TO SCALE

STATE

WY

PROJECT

PRA-GRTE I 001 ll, PRA-GRTE 209(1), PRA-GRTE 225(1)

75 ft vc

."t c:, 0

..... l!)

l/) I.O a:: -:

:::,. 4.J l!)

• c:5

~o I./) l!)

I.O I-- Cl. -= :::,. 4.J

SHEET

NUMBER

E.2 rolled weathering steel beam, typ.

~~~~~~:::=:====-----I----... Roadway surf ace

El. 6493.12

Abutment I

BY REVISIONS NO. DATE BY REVISIONS

050 WS / Existing

Finished ground .surface

El. - 6550.30 /__ .. ground

Placed riprap, class 5 El. 6493.06 (See Sheets G.2-3 for detal!sJ

ELEVATION

Abutment 2

• No. 22094, 90953 NPS Drwg. No. 136/80196

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER

F. ISt.AAIL J. DEMELLO t.A. VENEROSO ¼"=1'-0"

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

WYOMING

PLAN AND ELEVATION

BRIDGE DRAWING DATE DRAWING NO.

2 of 13 t.AARCH 2004 RG2789-B

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Begin bridge\ Sta. 8+64.00 El. 6509./2 I

.. \~•\ \ Beac;n, .. ... \ .. J '.::-§½,;.,":\:\\ ,-.

50'-0n (Bridge length)

··.. t Bridge ··-... ____ l:t Rdwy • . @ · ..-

··· ... _ _/ •ii,' ·-- ·• -- - - - --- __ __ / -- -- -- --- -- --:: '. -

9'-3' /

Abutirlent I

FOUNDATION PLAN

!P.fP

16'-2*

Abutment i ·-... &.

0'0

End bridge Sta. 9+/4.00 El. 6507.56

STATE

WY

PROJECT

PRA- GRTE JOO(I).

PRA-GRTE 209( ll, PRA-GRTE 225< ll

SHEET

NUMBER

E.3

· .. I :

·._I · ..

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

WYOMING

FOUNDATION PLAN

" ~t-:':'No="'."T""-::":,,,.,,.--,,~~------~=~~------~~~~~~::"!"!"'.,....-----~~===---------,,---=~==---=~-----=~~~N-P_s ..... P_k_g_. ~N~0~-=22,..0~9,..4_ ...... 9_0_9_54_,_9~0~9,..5,..3=--N_P_s_o_r'l"W-!9~--N"'o~. ,..'~3,,,6,_l,..B0.,.,,.19,,,6,,,.,,.+--="""""""""""""""' ..... ----.,.... ..... ----..... -----1

- DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO. gr--;----t--t------------------t--;-----;--;------------------t-----------t----------t--""'"""--------t-------------t--------------==--;1---....... -----~.;;,;.;;....--4------------ff--..;,;,;;.;.;;.;;,;.;;..;.;;;.;..---1 ;;:1---+---+--l----------- --------+--+------j--+------------------f F. !SMAIL J. DEMELLO M. VENEROSO 1/4''=1 '-0" 3 of 13 MARCH 2004 RG2789-C

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Bottom footing elevation, typ.

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5'-0'

9'-3'

Cast-In-place concrete footing, typ.

•4A5 t.f. & b.f.

Begin bridge @ t Rdwy.

Sta. 8+64.00 End bridge @ t Rdwy.

Sta. 9+14.00

t. Rdwy. @-----...___ :

t Bridge "1

(typ.)

19 spa. @ 12N - /9' -0N •6AI t.f., •4A2 b.f.

9'-9½'

ABUTMENT I FOOTING PLAN

ABUTMENT 2 (SIMILAR)

Backfill with compacted foundation flll

FOOTING EXCAVATION DETAIL u

NOT TO SCALE

• 0 I i:-i +1

6'•

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Abbreviation:

f.f. FIii face o.f. Other face b.f. Bottom face t.f. Top face

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Begin bridge Sta. 8+64.00 End bridge Sta. 9+14.00

FOOTNOTE:

STATE

WY

PROJECT

PRA-GRTE 100(1).

PRA-GRTE 209( I),

PRA-GRTE 225(1)

SHEET

NUMBER

E. 4 u Excavate below cast-in-place concrete footing as shown, where loose sand or slit materials are encountered, and as approved by the CO.

U.S. DEPARTMEN_T OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

WYOMING

FOOTING PLAN

-g~ ~t-N:O~.;.;::::::;::;:::::::::::::::::::::::::::::::;:::~::::::~:::~:::::::::::::::::::::::::::::::;::::::~~::::;:::::::::N:f':S:~P~k:g:. :N:o:·:2:2:0:9:4:• :;:::::9:0:9:5:3::N:P:S::D:r;w1g3. :N:o:·::13:6:/:8:0:19:6:;:~~==:::::::::::::::~~====::::::::;::::::::::::~ DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

> ;f t---+----+----+-----------------+---+-----+---+-----------------<1 F. ISMAIL J. DEMELLO M. VENEROSO ½"= l'- 0" 4 of 13 MARCH 2004 RG2789-D

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Steel guard angle, see detail

I , ,,,,,,,,,- t. Rdwy. @ I' t.. Bridge

Begin bridge Sta. 8+64.00 End bridge Sta. 9+14.00

--t- --ID- -- -- -- -~- -- '- -- ~- - -- -- ---m --~ < a,a,lng J ·,r I 2' -½' i 5'-2' i 2'-7' i 2'-7' i 5'-2' 2'-½ • I -

~ • 2 :/ ~- • • -~ -~

t. Beam o~' t. Beam c~' t. Beam B t. Beam A

L 3"x3"x¾"

1fo.. ¢> holes at \ 4'-0"± c-c in vertical leg only _

ABUTMENT I PLAN VIEW

ABUTMENT 2 (SIMILAR)

8'-5" 8'-5" typ, H

½ .. ¢, anchors @ 12" ELEVATION typ.

c-c each leg, staggered

GUARD ANGLE DETAIL ( 4 REQUIRED)

STATE

WY

PROJECT

PRA-G'RTE I 00(1),

PRA-GRTE 209(1),

PRA-GRTE 225(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

SHEET

NUMBER

E.5

~ WYOMING

~ ABUTMENT I & ABUTMENT 2 .

~ PLAN VIEW

~ t-:N~O:""". r--:D~A,:,-:TE,--,-:B~Y-,------==~-----~:-::-f--:::~--,,""::'"::'~-----==~-----"T""~==~:--'T"""---:=:::-:-:::-::N~P-S_P,..k_.g_. :::-N::e:o::-::. ,:,:2::-20~9::-4 ... , ...,...-....... 9~0~9~53~_N_PS_D_,,rr-wg~·~No~·-13~6~/B~0"":!1~96~-t----:=~==---r--~=-=---.....,--..,.,,,.,.,~---f

- REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO. ot---t----t---+---------------1--t----t-----t----------------1--------t--~----t------.....----------1~-------t---------+----------+--------------t > :f t---+-----+----+-----------------1--+----+---+----------------1 F. ISMAIL J. DEMELLO M. VENEROSO ½"= l'-0" 5 of 13 MARCH 2004 RG2789-E

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Bearing elevation £!. 6506.11

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Bottom footing ~

£/. 6493.12

19'-r

/9 spa. @ 12' - l9'-0' •4a3 o.r., •4a4

17 spa. @ i2' - l7'-0' ·685 f.f.

r-A f B l B

1 ..,,,,,,,- 2 spa. @ 12' - 2'-0 ..

/ •486 o.f., •687 f.f.

1-_.-.,_-_-..,t,_-_-_-_-_-_-_-_-_-:,_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-:,_-_-_-_-_-_-_-:,_-_-:,_-_-_-_-_-_-_-_-_-_-:_--11----... "t---i--=--=--=--=-t--=-=========.:t

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3½'

3'-6'

FIii face--.---~

'/II'/,.\\ V I'/,.\ \

r 3' ¢ weep hole, typ.

I I I.\\'/ I I I.\\'\

19 spa. @ 12' - l9'-0' •781 f.f., •4a2 o.f.

I 6' -3½'

ABUTMENT I ELEVATION

SCALE: ½'-l'-0'

•1c1

8' x 8' fl/let, •4c2

•4C6

-TB!

SECTION C-C

SCALE: ¼'-l'-0' f C

I I

I

I I I I I I I I I I I i.._ A l C

I iB ' <.o ~.

e....:

ci ~

Concrete surface texture finish, all exposed vertical faces, typ. See Special Contract Requirements

SECTION 8-8

SCALE: ¾'-l'-0'

•4c2

2'-2*

1~(4~1

·685

·687

Fill face

Geocomposite sheet drain. Attach to wall per manufacturer's instructions

Abbreviation:

f.f. Fill face o.f. Other face b.f. Bottom face t.f. Top face

9' -3H

SECTION A-A

SCALE: ½'-l'-0'

·488

·488

STATE

WY

PROJECT

PRA-GRTE IOO(I),

PRA-GRTE 209(1),

PRA-GRTE 225(1)

£1. 6509.12

Bearing El. 6506./1

3*¢ weephole with drain grate connection as recommended by the manufacturer, typ.

Slope 27. to drain

2* x 4H continuous shear key

Bottom footing El. 6493./2

U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

WYOMING

ABUTMENT

SHEET NUMBER

E.6

!~:No~.~::o:A:TE::;:s:y~:::::::::::::R::;E:v:1s:10:N::s::::::::::::~:N~o:. ~:o:A:T:E:~:s:Y:~::::::::::::::RE:v:1s:1:0N:s:::::::::::::~:::DE:s:1G:N:ED~:s:Y::~::::D::RA::w:N:B~~=P=S~~P~k~g~·:c~~;:~:KE~

D ~s~t

~s~~;~~:E:N~P=S~~D~rtwj~~~~o~~;~~=Tj

1;~;~~t8~~~~!t!~ES:R:~::~s3R:1D~G:E~D3R:;'.Aw;:;1~NG~==~~====~D:;'.AT~E:::::~::~D;:RA~W;:;1~NGZ:;:;N~O.::::

½ "=1'-0" EXCEPT AS NOTED

~ t----+---+---+------------------1--+------l--+-----------------t F. ISMAIL J. DEMELLO M. VENEROSO 6 of 13 MARCH 2004 RG2J89-F

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£/. 6509./2

4 spa. @ •6C3 f.f

12" - 4'-0" --- ., •4c4 o.f.

• 0 I

Bottom footing £!. 6493./2

1----------,

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Cl. (J

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t) 3"

3"

15'-0" .

// f..W /If..\\\

14 spa. @ 12" - 14'-0" •1c1 f.f.

15 spa. @ 12" - 15'-0" •4c2 o.f.

Begin bridge Sta. 8+64.00 ucture not or clarity

I El. 6509.12 y-superstr

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I I I I I I ~N I ~ I I I I I I I I I

//f..W//f..\\Y..

shown f

Bearing £/. 6506./1

I'--- Concrete s urface texture exposed vertical

See Special equi re men ts finish, all faces, typ.

Contract R

ABUTMENT I D/S WINGWALL ELEVATION

ABUTMENT I U/S WINGWALL SIMILAR

Geocomposite sheet drain.

Attach to wall per manufacturers instructions

I

0)

Fl/I face

9'-0"

SECTION A-A

Abbreviation:

f.f. Fill face o.f. Other face b.f. Bottom face t.f. Top face

STATE

2" x 4" continuous shear key

WY

I

~ Bottom footing -

£1. 6493.12

PROJECT

PRA-GRTE 100(1),

PRA-GRTE 209(1),

PRA-GRTE 225(1) -

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

WYOMING

ABUTMENT WINGWALL

SHEET

NUMBER

E. 7 z "O

~ ~N~O!"'. T"""!!"DA~T~E--,,-:B~Y-r------~~=~------,.=--,--~=-~~,-------~~~~------~~=~~"""T-~~~~N-P_S_PT"k"'"g_.~N~o~.=22~0~9~4-• ""T"'-----9-=0~95~3-=-_N_PS_D_r'l'"w-:g~. ~N~o~. ~13!!"6~/!"'80~1~9~6=-+----,,.,,.,,, ..... ..,.......,,....._..,... _ __,....., ...... ________ __, ~ REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO. g ~-r---;,---,--------------------• -.,...----;---i----------------r------------------t---------t-------------t------....... ------t----=----....... ---....... • -...,;,;_,;;,;;;;....__,;_,;,; ..... --t---=----+-_,;;.==~;;

;;:1---+----+--+----------------+---+----+--+-----------------< F. ISMAIL J. DEMELLO M. VENEROSO ½"=l'-0" 7 of 13 MARCH 2004 RG2789-G

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3½ ..

l'-3½ ..

El. 6507.56

Bearing elevation El. 6504.59

'<t

I U")

Bottom footing El. 6493.06

3½ ..

r-A /9'-7'

19 spa. @ 12 .. - l9'-0 ..

•403 o.f., •404

17 spa. @ ,2 .. - l7'-0 ..

•505 f.f.

f B

I ----------------------------------/ i'r------------------- .-----------{ I I I I r 3"'91 weepho/e, I I typ.

I I I 0 I I I I I I I I I I I I I I I I I I

I I

'///>-,\\ V !>-. \ \ ///.,\VIII\\,,

19 spa. @ 12 .. - l9'-0' •101 f.f., •402 o.f.

3'-6 .. 6'-3½ .. I 6'-3½ ..

ABUTMENT 2 ELEVATION

SCALE: ½•-r-0'

FIii face-,...__

8' x 8' fl/let, SECTION C-C

SCALE: ¾'-1'-Q'

f C

I~

3'-6 ..

i.._ A

3½ ..

l'-3½ ..

l B

• '<t

• tr)

• 0 ....:

l I

0) "--

C 0) I C) ci ci ~

0) •

2 spa. @ 12" - 2'-0" "4D6 o.f., "607 f.f.

"" ~ 3½ ..

Concrete sur face texture xposed vertical See Special uirements finish, all e faces, typ.

Contract Req

SECTION 8-8

SCALE: ¾'-f-Q'

•505

"6D7

Fill face

~--'----------'91

Geocomposite sheet drain. Attach to wall per manufacturer's instructions

SECTION A-A

SCALE: ½'-l'-0'

Abbreviat fon:

f.f. Fill face o.f. Other face b.f. Bottom face t.f. Top face

ST A TE PROJECT

WY PRA-GRTE 100( ll.

PRA-GRTE 209(1),

PRA-GRTE 225( ll

El. 6507.56

Bearing El. 6504.59

3"¢ weephole with drain grate connection as recommended by the manufacturer, typ.

Slope 2X to drain

Bottom footing El. 6493.06

2" x 4" continuous shear key

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL °LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

WYOMING

ABUTMENT 2

SHEET

NUMBER

E.8

-g~ 0 ~:-::,!iO~-~=~D:"":'~';!:lE::;-::.!!~l~:::::::::::::::::;:~:::::::::::::::~:::;:::::~=~=::;::::::::::::::~:~::::::::::::::::;::~~'.:;:~~~:::~:::~:::::::~::NP:S:· ~P~k~g=. ::N::;o~.:~22=0~9::4~•:9;0:9:5:4~, :9;029~5;;;3:::NP:S::D:r;w1g:. rN:o~·::::' 3:;6:/:8::0:19:6~::~:::::::::::::::~~====::::::::::~:::::;::::::::~ .-- REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

> ½"=1'-0" ;;:--+-~-+--+-----------------1-----+-----1---+------------------ F. ISMAIL J. DEMELLO M. VENEROSO EXCEPT AS NOTED 8 of 13 MARCH 2004 RG2789-H

V

C

L

L

" " "' " i:

V) Q_ z

£/. 6507.56

4 spa. @ /2" - 4'-0" ---- •6£3 f.f., •4£4 o.f. ------

End bridge Sta. 9+/4.00 l5'-0" I / El. 6507.56

I/

_,,,,-,---- Superstructure not V shown for clarity

-~---< ____ B_ea_r_ing £/. 6504.59

I I . ~ +-------------------------, ~ ' ~ ~------------------------+-1---e

' I.O I i

7 spa. @ 12" - 7'-0" __ I____________, •6£5 f.f., •4£6 o.f.

Bottom footing £!. 6493.06

I I

I'---'- I

I ~

: ~ Concrete surface texture 1 finish, all exposed vertical faces, typ. See Special

~ +---------------------------' Contract Requirements

3"

----------------,-/1, !""' f..\Slcn'.l /"1 / ---,-----,---,//...,..,1, f..""'"\,\J"<r'./rr /1, /, 14 spa. @ 12" - l4' -0" •1£1 f.f.

15 spa. @ 12" - 15'-0" •4£2 o.f.

ABUTMENT 2 U/S WINGWALL ELEVATION

ABUTMENT 2 D/S WINGWALL SIMILAR

Geocomposite sheet drain.

Attach to wall per manufacturers instructions

~ Fill face to

SECTION A-A

Abbreviation:

f.f. Fill face o.f. Other face b.f. Bottom face t.f. Top face

·• 0 I

STATE

WY

PROJECT

PRA-GRTE 100(1),

PRA- GRTE 209( ll, PRA-GRTE 225( I) .

Bottom footing £1. 6493.06

U.S. DEPARTt.4ENT OF TRANSPORTATION FEDERAL HIGHWAY ADt.41NISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

WYOMING

ABUTMENT 2 WINGWALL

SHEET

NUt.4BER

E,9

" -g °::,~N:o:-..:.;:~2,A~T!":!'!_:~~B:::-1.~:::::::::::::~::~~=:::::::::::;::~~=~:~=~=~:;:::::::::::::;::;:;:~::::::::::::::~==~;:~~~~:;:::~:::~::::::::~::N:P:S:P;k:g:·~N~o~.:~22:0~9:4:•:~:::::9:0~95:3;;::N:PS::D:r;w1g:.~N~o2.::::13;6:/:80;;;1~9:6~=::::~:~:;:::::::::~::::~:::::::::~::::;::~::~:::: ,--- REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAt.4 LEADER BRIDGE DRAWING DATE DRAWING NO.

;f t---t------+--+-----------------+-+----t--t-------------------1 F. 1St.4AIL J. DEt.4ELLO t.4. VENEROSO ½"= l'-0" 9 of 13 t.4ARCH 2004 RG2789-I

C> ;

L C> L C> m C> u i:

"' ll.

t. Bearing Abutment I t. Bearing Abutment 2 l5'-7"' 15'-7"

t. Beam A - - - ------ -~------------~~-----------~~-----~----~-+-!

t. Bridge @

t. Roadway

t. Beam B - - - ------ -~~-----~-----~~---~--------~----------~~, -- --{ -- -- ---~---- -- -- ---- -t - -- -t~-----r - ~ --- --- -

t. Beam C

t. Beam D

Begin bridge Sta. 8+64.00

!Ox/0 (nominal dimension) treated timber curb

6x/O rnomfnol dimension) treated timber riser

6¾" thick Glulom deck

2'-½" I

t. Beam

End diaphragm and transverse W 24xll7, typ.

stiffeners (typ. 2 places). See See details Sheet RG2789-K for details

9'-0'

FRAMING PLAN

SCALE: ¼"-l'-0" l9'-7'

I ~ ~Bridge@ / "- Roadway

. 1. 9' -0"

14'-0"

End bridge Sta. 9+/4.00

Intermediate diaphragm and stiffeners (typ. 2 places). See Sheet RG2789-K for details

3x/2 (nominal dimension), S2E treated timber running plank, typ.

---- W 24xll7, typ.

5'-2* 5'-2' 5'- 2" I 2'-½"

t. Beam B_)

BRIDGE CROSS-SECTION

SCALE: ½"-l'-0"

"'---r. Beam D Beam C ty p. --~ typ. >---+->-----

STATE

WY

Flange

Stiffener

PROJECT

PRA-GRTE I 00(1),

PRA-GRTE 209< ll, PRA- GRTE 2251 ll

NOTE: Cope all transverse bearing stiffeners top and bottom as shown above.

STIFFENER COPE AND WELD DETAIL

NO SCALE

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

WYOMING

FRAM I NG PLAN

SHEET

NUMBER

E.I0 z / u

O ~:, ~N:o,-.:.;:::::~::~::::::::::::::::::::::::::::::;::~::::::~::;:::::::::::::::::::::::::::::~~=::::::::::~:::::::::::N:P:S:P;k~g:.:N:o:.::22:0:9:4:, :;:::::9:0:95:3:::N:PS::D:r;w1g:. ~N~o~. :1:::3:6:/8:0:1:9::6:::::::::::::::::::;::::::::::::;::::::;::::::: .- DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

[ t---+-------+--+----------------;---+----t--+-----------------t F. ISMAIL J. DEMELLO AS SHOWN 10 of 13 MARCH 2004 RG2789-J

C> ,, f

L C> ai L C>

C> ,, "l ..., "' Q. z c:: 2' j : ~t. Bearing

ct) V) '/

! /'-6½' t. Bearing~

End of beam~ I 7' Intermediate diaphragm, typ. l'-6½' ! q-i-- (perpendicular to t. beam).

10- •:•::O;~;:n~ r ,~= = = = - = = = = ~ r:n:f:r= s~,:~: = = = = = = = = = - f,;;~, f,~"' RG27 89-J for Bridge grade -3.12 3X

_1, ___ I ___ ,,,,,,,,,- End of beam

Bockwo/1 ~ - = = = = = = = = = = = =. = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = ~ f1 A

10' backwa/1 thickness

~I. 6507.64

Beveled bearing plate.

See details, typ.

rr~r================J=========~::::~~::---~==~-L-~~~------------~:..,,,u I Bockwo/1 / I I l

W 24xl/7, typ. B I I B

STATE PROJECT

WY PRA-GRTE 100(1),

~.,..,..----<typ.

Transfer stiffeners

SHEET NUMBER E.11

I .. 9½' .. I Bearing plate, typ.

SEG_TION A-A (SHOWN)

SECTION 8-8 (OPP. HAND)

SCALE: J½'-1'-<r NOTE, At end of girders, all stiffeners are vertical. Fabricate girders along grade shown. Dimensions along girder must be longer than the level dimensions shown on framing pion, to occomodote the bridge grade.

BEAM ELEVATION

( 4 REQUIRED)

SCALE: J'-l'-0'

t. Beam ~ . Beveled steel

~ bearing plate

2' 2' I' typ. typ. typ.

t. Beam

Beam A

2' 2 1 I' typ. typ, typ.

t. Beam

~t. Beam A

5' x'/2' stiffeners, typ.

See stiffener cope and weld detail on RG2789-J

½,'¢ bolt in 'o/i5 '¢ hole, typ.

Beam B

END DIAPHRAGM

SCALE: ¾'-J'-0'

5' x½' stiffeners, typ.

See stiffener cope and weld detail on RG2789-_

½,'¢ bolt in 15/,6 "¢ hole, typ.

~t. Beam B

INTERMEDIATE DIAPHRAGM

SCALE: ¾'-l'-0'

C l2x20.7 typ.

Beam C

C l2x20.7 typ.

Beam C lo

' \0

' \0

~t.

' \0

, Plate\. . _ -:- . -G (5/sn x 2¾" slotted hole @ expansion ends 13/a' standard hole @ fixed

"I--•

0) t.

Beam D

Girder~

5n .I.

I

6' end, typ.

£/ostomerlc bearing pod.

Bond to top of concrete bearing surface with approved adhesive

t. Bearing\'¼-_ - - - - _ _ - ~ - - - - - ' cc, I ..

2 layers @ 0.25' (top and bott.J and I layer @ 0.350' (60 hardness)

Beam D

I

12'

1/s I cl. all around

.. I /4 gage steel shims

ELASTOMERIC BEARING PAD DETAILS

(8 REQUIRED)

SCALE: 3'-J'-0'

"I-

8' 2'

BEARING DETAILS

SCALE: l½'-1'-<r

Heavy hex nut with beveled plate washer.

Tighten nut finger tight and deform threads

Bf}aring elevation

I¼' dla. golv. A307 anchor bolt, typ.

3'x3'x¼' plate washer, typ.

U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

WYOMING

STEEL BEAMS & DIAPHRAGM

~ NPS Pkg. No. 22094, 90953 NPS Drwg, No. 136/80196 j ~:No:.:::0A:T:E:::s;:Y:::::::::::::::RE:v:1s:1:0N:s::::::::::::::N:o.:::o:A:TE:::;:sY:;::::::::::::R:E::v;:1s:10:N:s ::::::::::::~::o;:E:s1:GN:E:o:s:Y::~:::::o:RA:w:N:s:Y:::~:::c:H:Ec::;K:Eo::sY:~::::::::s:c:A:LE::::::~:P:R:o::JE:c:T:T:E:AM::L:EA;:D:ER:~~==:sR:1:oG:E:D:R:A:w:1N:G ==~~====~DA:T:E::::~~::D:R:A:w1:NG::N:o.::~

;;:t----+----+--+----------------t---+----+--t-----------------1 F. ISMAIL J, DEMELLO AS SHOWN II of 13 MARCH 2004 RG2789-K o/ N

C

T 0 ,,, 'Q ,,, u i:

"l

VI

0.. z ,,, t Beam A t Beam B t Beam C t Beam D

A l

9'-6½"

½H gap typ.

Stagger splice location 10"

6" typ.

1----~--~

1------- .s minimum 3'-0" g k.l -----''------L.J 7------r--- ~ § ----------,- 1----~--. Q-------

------,---- ,>< i =====~===~~~:

,I--,------'--- I<) ~ _____ __,...-

"C" deck clip bolt, typ . Curb anchor bolts, typ.

II - 6¾" x 4'-0" x /9'-7" deck panels - 44'-0"

6¾" X 4'-3¼,. X 14'-7" deck panel DECK PLAN

SCALE: ¼'-l'-0"

24'-/"

48'-3¼"

5'-1¼"

CURB ELEVATION A-A

(2 PLACES, TYP.J

SCALE: :JJ'-l'-0"

9'-6½ ..

24'-!"

½" gap typ.

B j

A j

\_ /"¢, dome head bolt w/lock nut: 3 .. x 3" x %" plate washer, both ends, typ.

3° x 12" running planks

51/e H deck

W 2/xlll

Countersink bolts

STATE

WY

bridge

PROJECT

PRA-GRTE IOO(I),

PRA-GRTE 209( I>,

PRA-GRTE 225(1)

SECTION 8-8

NOTE: Cut running planks and Glulam deck panels at begin and end bridge vertical.

SCALE: l'-J'-0"

51/e" thick treated Glulam deck panel

"Bolt and bolt spacing per manufacturer's recommendation

//~/ CLIP DETAIL

NO SCALE

NOTE:

SHEET

NUMBER

E.12

I. Nail 3" x /2 .. running plank to 51/e .. , deck panels with two rows of 30d spikes, each plank, @ 2'-0" on center, each row, staggered. Minimum length of running plank is B'-0".

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRAND TETON NATIONAL PARK

LAKE CREEK BRIDGE

WYOMING

DECK PLAN u

~~No:-_-,-~'='="'"""T"~-,---------====------"T":':":"'"r--=:":"'"""l""'::":'!"'"r--------.==~-------,....--===:"""::'~""T---:::~::-:--:~N~f'-S....,-."=N'='o~. :--::2'='2-=0~9~4._, ..,9r-0_9_5_4,..,_9-:0~9~53~_N_P_S_Dr.,w~·~N'='o~. :-l-=-3~6~/:-80~1~9-=-6~+--==~~~r--""""l"- --,,-,.,,.,,.--...... ---,,.,,..,.-.,,...,.,.,,.----t ~ DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO. ot----l'---;,--;,----------------t--1----;,--;-----------------+-------t-------t-------+---------t------------+------------------0-----------+------------------t

~1---+---+---+-----------------t--+------+--+------------------1 F. ISMAIL J. DEMELLO AS SHOWN 12 of 13 MARCH 2004 RG2789-L

I STATE I PROJECT I SHEET

NUMBER

I WY I PRA-GRTE 100< ll, I E.13 PRA-GRTE 209( ll, PRA-GRTE 225( ll

C

REINFORCING STEEL

LOCATION MARK SIZE NO. LENGTH TYPE LOCATION MARK SIZE NO. LENGTH TYPE

I I] ABT. I & ABT. 2 FOOTING ABT. I WING WALL

t.f. Al •5 40 8'-11" Straight Vert/col f.f. Cl •7 30 l7'-2" Bent

I. ..I b.f. A2 •4 40 8'-11" Straight Vertical o.f. C2 •4 32 l7'-2" Bent • l9'-3"

CX)

t.f. A3 •5 72 8'-8" Straight Horizontal f.f. C3 ·6 /0 l6'-3" Bent I

~ • B6, D6 CX)

I b.f. A4 •4 56 8'-8" Straight Horizontal o.f. C4 •4 /0 l6'-0" Bent ~ -t.f. and b.f. A5 •4 72 l6'-0' Straight Horizontal f.f. C5 ·6 20 l7'-2' Bent

I rn t.f. and b.f. A6 •4 4 20'-0" Straight Horizontal o.f. C6 •4 20 l6'-2" Straight --t.f. and b.f. Al •4 4 21'-0N Straight ABT. 2 VERTICAL WALL /'-6" .. I I.

t.f. and b.f. AB •4 4 22'-2" Straight Vertical f.f. DI •7 20 l2'-8" Bent -- I. l9'-3" ..I Bl, B2

/'-6:I I. t.f. and b.f. A9 •4 4 23'-3" Straight Vertical o.f. 02 •4 20 l2'-8" Bent BB, DB t.f. and b.f. A/0 •4 4 24'-5" Straight Vertical o.f. 03 •4 20 3'-0" Straight Cl, C2 l'-/0" t.f. and b.f. All •4 4 25'-7' Straight Bearing 04 •4 20 4'-8" Bent I• • I t.f. and b.f. A/2 •4 4 26'-9' Straight Vertical f.f. 05 ·6 /8 4'-2" Straight ~I~M -t.f. and b.f. A/3 •4 4 27'-I/" Straight Horizontal o. f. 06 •4 3 24'-3" Bent

-~5• t.f. and b.f. A/4 •4 4 29'-0" Straight Horizontal f.f. 07 •5 3 l9'-3" Straight -

ABT. I VERTICAL WALL Horizontal o.f. 08 •4 12 26'-7' Bent

Vertical f.f. Bl •7 20 l4'-2" Bent Horizontal f.f. 09 ·6 II 19'-3" Straight B4, D4 Fi C\J ,, I ,, fh ~ • ~ Vertical o.f. 82 •4 20 14'-2" Bent ABT. 2 WING WALL ~ ' C\J

Vert/cal o.f. 83 •4 20 4'-0' Straight Vertical f.f. El •7 30 l5'-8' Bent 30° 30° 30° ~

Bearing 84 •4 20 4'-8" Bent Vertical o.f. £2 •4 32 l5'-8' Bent

Vertical f.f. 85 •5 18 4'-2' Straight Horizontal f.f. £3 •5 /0 /6'-3" Bent ~~ -- Horizontal o.f. 86 •4 3 24'-3' - Bent Horizontal o.f. £4 •4 10 l6'-0' Bent ,2,. I I. ,2,, .. I I. ,2, .. I I. /'-6· .. I I. /'-6" .. I I.

N

Horizon ta/ f.f. 87 ·6 3 /9'-3" Straight Horizon ta/ f.f. £5 ·6 16 l7'-2" Bent ~ C3, E3 C4, E4 CS, ES DI, D2 El, E2 .., Horizon ta/ o.f. 88 •4 13 26'-7' Bent Horizontal o. f. £6 •4 /6 l6'-2' Straight 0

89 •5 12 l9'-3" Straight ,.. Horizon ta/ f.f. · • All dimensions are out to out "" 1 N

C "O

U.S. DEPARTMENT OF TRANSPORTATION 0

0 FEDERAL HIGHWAY ADMINISTRATION ai

+- WESTERN FEDERAL LANDS HIGHWAY DIVISION

L

0 Abbreviation: GRAND TETON NATIONAL PARK 0 ai +- f.f. Fill face L LAKE CREEK BRIDGE 0 / o.f. Other face "' = b.f. Bottom face 0 "O ;: t.f. Top face WYOMING ::l V, Q. REINFORCING STEEL z "O

NPS Pkg. No. 22094, 90954, 90953 NPS Drwg. No. 136/80196 0 ' 0

= NO. I DATE I BY I REVISIONS I NO. I DATE I BY I· REVISIONS I DESIGNED BY I DRAWN BY I CHECKED BY I SCALE I PROJECT TEAM LEADER BRIDGE DRAWING I DATE I DRAWING NO. ~

I I I I I I I I I I I I > I I ;f I I I I I I I I F. ISMAIL J. DEMELLO M. VENEROSO AS SHOWN 13 of 13 MARCH 2004 RG2789-M