Br100s All

1:48 - BR115

NOTE:the current Oregon Standard SpecificationsAll material and workmanship shall be in accordance with

OREGON STANDARD DRAWINGS

DATE REVISION DESCRIPTION

BASELINE REPORT DATE

Registered Professional Engineer.

be used without consulting a

sibility of the user and should not

and practices, is the sole respon-

accepted engineering principles

in accordance with generally

Standard Drawing, while designed

The selection and use of this

CALC. BOOK NO.

BR115

SLOPE PAVING

2008

01-JAN-2009

Effective Date: June 1, 2014 - November 30, 2014

Top of curb

Column

3"

12" Curb 12" Curb

access holeBox girder

12" Curb 12" Curb

6" (B

)

2" Open joint

(A)

1"x " Deep, raked mortar joints

B

B

12" Curb

12" Curb

3" conc. slab berm paving

Top of berm

"

R

aked

Jt.

3"

m

in.

(B)1" Mortar

Jt.

Length as required

Precast Blocks 2

" 2"cl.

#4 hoops @ 18"

4-#4 x cont.

2" Open

compacted soil.

undisturbed or

Place against9"

A

A

12" C

urb

CC

DD

Equal spaces

Column

12"

curb

2"

Open

joint

Equal spaces

with minimum thickness of 3".

Blocks may vary in size from 8" to 18" wide (B) by 16" to 36" long (A). Blocks may vary in size up to a maximum of 3'-0" in length (L) and width (W).Provide the width to length ratio within the range of W/L = 0.5 to 1.0.

Blocks may be cast-in-place individually, in rows, or all simultaneously.

2"cl.

typ.

12"

2"cl.

12"

WWF4x4 - W4xw4

3'-0" max.

3

"

2

"

#4 hoops @ 18"

4-#4 x cont.

1

"

3

"

WWF4x4 - W4xw4

score to 1" depth as shown.

each edge of paving panel or radius and

Provide construction joint and radius at

2-#4

6"

6"

3'-9"

#4 L-bars @ 12"

#4 L-bars @ 12"

2'-0"

2'-6"

adjacent block or curb.Each block shall have a full depth construction joint or 1" deep scored joint between each

berm paving3" Conc. slab

2:1 max. slopeSlope paving at

berm paving3" conc. slab

Column

cl.

reinforcement

Flare bottom curb

slopeat 2:1 max.Slope paving

Place all bars and fabric as shown.

Provide all cast-in-place concrete with "Minor Structure Concrete".

Provide precast blocks or cast-in-place concrete panels for slope paving.

for location and when required.section, curb to curb, see detail plansRaised or recessed maintenance walk

typ.

Curb

12"

12"

paving.slab berm3" conc.

Cast or cut odd blocks at job site.Use hardrock or lightweight concrete. Minimum design strength in 28 days of 1500 psi

is requiredbearing access3'-0" min. when2'-0" min. or

2'-0"

min. or

joint (typ.)

is requiredbearing access3'-0" min. when2'-0" min. or

4~#4 placed as shown.

Top of curb

Construct all berm slabs with 3" deep cast-in-place unreinforced concrete.

Use same size blocks at any bridge site.expansion joint filler (typ.)" preformed

expansion joint filler (typ.)" preformed

typ.

#4 hps. varies @ 18"

Curb

Bar Size #3 #4 #5

Splice Uncoated

EpoxyCoated

Length1'-4" 1'-8"

1'-5" 1'-10" 2'-4"

1'-0"

4% Slope

4% Slope

4% Slope

7~#4 placed as shown

" rad. at each edge

direction with a light broom

Broom all concrete panels in same

slab3" conc.

Provide the width to length ratio within the range of B/A = 0.33 to 0.50

slope in berm paving areaFlare curb per Detail "A" to retain

2:1 max. slopeSlope paving at

is required

bearin

g access

3'-0"

min. w

hen

3'-0" max. block length (L)

(typ.)

3'-0"

max. block

width (W)

(typ.)

RAISED MAINTENANCE WALK SECTION

RECESSED MAINTENANCE WALK SECTION

PART TRANSVERSE

ELEVATION

PART TRANSVERSE

ELEVATION

PART TRANSVERSE

ELEVATION

PART SIDE ELEVATION ~ CASE 3PRECAST BLOCKS: CAST-IN-PLACE BLOCKS:

PART SIDE ELEVATION ~ CASE 2

PART SIDE ELEVATION ~ CASE 1PRECAST BLOCK ALTERNATE

PLAN

SECTION A-A SECTION B-B

CAST-IN-PLACE ALTERNATE

PLAN

DETAIL "A"

SECTION D-D

GENERAL NOTES:

SECTION C-C

joint not usedif construction

1" deep scoring

(ASTM A 615), Grade 60. Use the following splice lengths unless shown otherwise: Provide all reinforcing steel according to ASTM Specification A 706, or AASHTO M 31

(ASTM A 497). Place all fabric edge laps with no less than one mesh in width.Provide all welded steel wire fabric according to AASHTO M 55 (ASTM A 185) or AASHTO M 221

br1

15.dgn 12-13

1:16 - BR133













CALC. BOOK NO.

BR133 2008

REINFORCEMENTTRAPEZOIDAL BOX

01-JAN-2009


otherwise.

stirrup unless noted

#5 U-bars at each

U-bars

3

"cl.

U-

bar

legs

10"

4

"

14"

Top of deck

6'-4"

See Bottom Slab Reinforcement In Haunch.

construction loads.

needed for transport and

Add prestress strand as1

"cl.

1"cl.

1"cl.

4

1

1"cl.

1"cl.

10"

10"

0.5 x

Unit Depth

Maxim

um

Haunch =

4" 8"

6"

1"

15" max. ctrs.each end. Place @

bars with a 15" hookTop #5 transverse

7'-0"

1'-3

"

1'-1"

9'-2" for 4'-4" Unit Depth





Unit Depth

s = 4'-4"

4'-10"

5'-4"

5'-10"

details.

for reinforcing

See Detail "A"

WTT

WBT

#5 stirrups

#4 cap bars

#5 U-bars

TTBT

1

"

min. cl. w

hen "t" is less th

an 6

"

2"cl.

(6"

min.)

"t"

2" cl. w

hen "t" is greater th

an 6

"

and/or transport loads.

bars as required to resist construction

bottom slab. Add additional longit.

15-#5 longit. bars x cont. inctrs.

stirrups @ 18" max.

#4 cap bars tied to

6"6"

Level

horizontally each end.

2-#8 bars, hook bars

2'-0"

2'-6" dia. Crawl Hole.

Closure Pour

2'-0"

typ.

Ducts

Pour

{ ClosureAT INTERIOR BENTSUSE SIMILAR DETAILS

#5 U-bars

stirrup spacing not shown.

See Girder Elevation for

#5 stirr.

2"3"

"G"

4 @ 4"

2" 2"

are omitted for clarity.

Transverse bottom slab and diaphragm bars

1

"|

are symm. about Closure Pour {.Closure Pour centerline. Stirrups shown

2-Shortened stirrups 3" each side of

3'-0"

3'-0" 3'-0"

6" diameter.

of each cell. Enlarge drain to

the bottom slab at the low point

Place 4" dia. drains through2"

ducts is greater than 4".

between ducts when the space between

longitudinal bars each face, centered

ducts each face of stem. Add #4

above and below post-tensioning

#4 x cont. @ 18" max. ctrs.

horizontally each end.

longit. bars splices. Hook bars

4-#6 threaded through

face w/ 12" hook each end.

#5 @ 18" max. ctrs. each

each face of stem

#4 @ 18" max. ctrs.

bar otherwise.

construction loads, #4

#9 when req'd. for

each stem.

2-#9 in top of

and cross beams.

loads at closure pours

needed for construction

Additional #9 as

space as shown.

x cont. in bottom slab,

15-#4 longit. bars

@ 30" max. centers.

supports. Place supports

of 2" high SBU bar

transv. bars with 3 runs

Continuously support top

o-o

bottom slab toward drain

Slope the top of the

to grade

Line parallel

of Closure Pour

Dowel bars each side

pour construction loads.

Provide adequate reinforcing in top of girder stems to resist deck

bar

#5 top transv.

stir

rup

legs

(typ

.)1

'

-

8"

min

.

lap

to

cross beams. See splice details on dwg. BR134.

at #9 longit. bars in closure pours and

Mechanical or Welded splice for W & W dimensions.

with a 2'-6" lap splice. See dwg. BR134

may be spliced on the box centerline

Transverse bars in the bottom slab

than 6".

when slab thickness is greater

reinforcing bar supports (SBU)Use slab bolster upper wire

all crawl holes). Regrind as necessary after removing deck formwork.Grind sharp corners of Crawl Hole to a minimum " radius (typical

#5 hoops (each face)

elevation view

as shown on box

#5 stirrups spaced

dwg. BR134

splices. See Splice Details on

#9 bars for welded or mechanical

"G" is the maximum gap between

Reference dwg. BR134

TYPICAL PRECAST TRAPEZOIDAL BOX SECTION

CONTINUOUS DIAPHRAGM AT CLOSURE POUR

TYPICAL ELEVATION AT CONSTRUCTION JOINT

BOTTOM SLAB DRAINAGE DETAIL

BOTTOM SLAB REINFORCEMENT IN HAUNCH

BAR SCHEMATIC

NOTE:NOTE:

NOTE:

DETAIL "A"

NOTE:

NOTE:

br1

33.dgn 12-13

welded or mechanical splices.

spliced in Closure Pour with

#9 (ASTM A 706)

post-tensioning ducts.

of stem, above and below

and at 12" max. ctrs. each face

longitudinal #4 bar in bottom slab

splice clips. Use dowel bars at each

A 706) with approved mechanical #6 x 3'-0" dowel bars (ASTM #6 x 1'-3" splice bars spliced to

Provide longit. bars according to ASTM A 706.

1:24 - BR135













CALC. BOOK NO.

BR135

4057-4058

2008

CONCRETE BOX GIRDERSHARDWARE FOR

ACCESS AND VENTILATION

01-JAN-2009


Stem spacing "S"

"S/2" "S/2"

B

B

BB

BB

B

B

B

B

{ Access or Ventilation holes.

A

A

B

B

see dwg. BR136 for prop details.

Access hole cover in open position,

B

B

B

2'-6"

{ Hinge pin

"

o-o cover

"

{ Cover plate

B

B

B

B

B

B

B

B

B

B

1'-2"

1'-3"

1"1"

ventilation hole

{ Access orB

B

B

for details.

holes only, see dwg. BR136

2 cover props for access

B

1'-

3"

Rad.

2

"

1

"

11 spcs. @

3" = 2'-9"

1

"x12" lo

ng slots

3'-5" Ctr. -

Ctr. bolts

B

B

B

B

B

B

B

B

B

3'-2"

Out to

Out cover plates

B

B

plate halves.

" cover

"

{

B

B

B

B

B

B

"

1'-3"

2'-6"

B

B

B

"

11

See Detail "A"

2'-11"

1'-7"

3'-2"B

B

B

B

B

BB

B

"

"1"

2"

B

B

BBB

B1"

"

B

B

"

"

to statewide key 1ZXY.

State to furnish padlocks keyed

B

B

B

B

B1

"

B

B

B

B

B

B" 1"

B

" x " slotted hole.B

B

for " dia. hinge pin.

2 galv. steel flat washers

1

"

1

"

2"

1" B

B

B

B

BB

B

B

B

hinge pin (A36)." dia. x 3"

" dia. hole for

10

"

B

B

BB

B B

1"B

B

B

B

1"typ.

B B

B

1" Radius

3"

"

B

BB

B

BB

B

B

B

Ladder support

Cover Plate Assemblies

Vents

Cover props

1"

B

B

STRUCTURAL STEEL MASS

Ladder support

Bottom slab

3'-0" Access HoleB

B

B

B

8'-0"

min. (2

0'-0"

max. desirable) code restrictions

B

B

B

B

B

12

covers.

Access hole after opening

Reposition ladder through

B

1.

2.

3.

4.

5.

B

B

B

B

3"

B

B

B

1

"9"

{ ladder supportSymm. about

B B

B

B3"

typ.

B

B

rod (A36).1" dia. x 2'-2"

B

2'-0"

"x 1" slot for padlock

1

"

24 lbs. each

67 lbs. each

15 lbs. each

9 lbs. each

"

1'-2"

as shown)(with 1" chamfers L1 x 2 x

o - o cover

btwn. tubes and ducts, see dwg. BR136.

structures, so that there is 2" clearance

away from bent on post-tensioned

of each span. Locate far enough

Vent tubes thru stems near high point

TS6 x 3 x 0.1875

\ x 3 (A36).

" dia. hole.\ with

contract plans.

access hole when required by

end of box girder cell (s) fromUse ventilation holes at opposite

details.

See dwg. BR136 for

stems only, at midspan).access hole (interior2'-0" (x 3'-0") Stem

minimum safe working load in tension of 1500 lbs.

" dia. ferrule loop concrete insert with a

opening ventilation holes).turned upward for inside

for access holes. (Flange is Turn 1" flange downward

(typ.)" rad.

B

access or ventilation hole.

2'-6" x 3'-0" oblong

2

"

1

"

Accompanied by dwg. BR136

br1

35.dgn 12-08

Ensure ground line is nearly level

Provide structural tubing according to ASTM Specification A500, grade B or A501.

Provide bolts according to ASTM Specification A307 unless noted otherwise.

Hot-dip galvanize all structural steel including fasteners after fabrication.

removal of form lumber.

Locate access hole no closer than 4'-0" to a column or bent to facilitate

entry into the box.

Locate access hole at least 8'-0" off the ground to prevent or deter unauthorized

Provide a uniform transverse spacing of access holes.

Locate access bottom slab holes midway between stems.

Do not locate access holes directly over traffic lanes, railroads or waterways.

others)Ladder (by

Grind all concrete corners of Access and Ventilation holes smooth (" radius).See dwg. BR136 for reinforcing details.

unless noted otherwise.

Provide all other structural steel according to AASHTO Specification M183 (ASTM A36)

76| (Code)

3

Portable Laddar

taken from OAR 437-002-0026

OR OSHA Code requirements

Provide either "high strength" or "low strength" resin from the QPL.Provide fully-threaded rods for resin-bonded anchors according to ASTM Specification A307.

Provide 1 washer per bolt or anchor.

of thread projecting out of the concrete.resin bonded anchors with 1" length

bolts or " dia. x 3" long

embedded " dia. x 3" long

Hinge bracket bolts may be either

5' min. overla

p over 48' to 60')

4' min. overla

p over 36' to 48'

for la

dder le

ngth

s up to 36'

3' min. overla

p of la

dder sections

60' max. three section la

dders

60' max. tw

o section la

dders

(30' max. sin

gle section la

dders

(USE AT ACCESS HOLE ONLY)

with washer

bolt ASTM A307

" dia. x 1"

see Hinge details

hinge brackets,

L1 x 2 x

ACCESS HOLE COVER (Ventilation Hole Cover Similar Except Top Opening)

PLAN: ACCESS HOLE COVER

PADLOCK SLOT DETAIL "A"

HINGE DETAILSNOTE:

GENERAL NOTES:

LADDER SUPPORT DETAILSNOTE:

NOTE:

PARTIAL DECK SECTION

ACCESS HOLE LOCATION GUIDELINES:

NOTE:

SECTION A-A

1:32 - BR136













CALC. BOOK NO. 4057 and 4058

BR136 2008

CONCRETE BOX GIRDERSREINFORCEMENT FOR

HARDWARE AND CONCRETEACCESS AND VENTILATION

01-JAN-2009


Box girder stem spacing "s"

hole

hole

{ stem{ stem

typ.

B

2 spcs. @ 4" (typ.)

BB

B

B

B

B

B

B2'-6"

B

3'-0"

B

B A A

4"

B

B

B

B

18"

4"

min.

12"

rad.

Shorten stirrups

Shorten stirrups

24"

18"

6"|

B

B

6 stirrup spaces @ 12" unless

girder stem.

Midspan of boxB

as shown @ access hole.

Cut full height stirrups

BBB

B

B

B

B

3'-0"

2'-0"

B

B

B

B

12"

B

BB

B

B6"

B

B

2'-0"

B

BB

6"

B

6"

B

B

B

B

7"

B

B

B

B

B

B

{ access hole at

B

BBB

2" rad.

" rad.

"

"

Cover platePin {

4"Hinge pin

4

"

""

B

B

"

B

B

B

4"

B

B

BB

B

BB

B

B

B

B

B

B

B

B

"

B

than 6"

Sla

bs thic

ker

4"

typ.

2'-6"

2'-6" x 3'-0" holeB

B

B

B

B

B

BB

oblong hoop.

#5 x 3'-0" x 3'-6"

B

6"

B

B

B

B

EXTRA REINFORCING IN BOTTOM SLAB

4"

4

"

3"

Pin {

"{ Access cover

1"

B

1"B

B

2"B

B

B

B

B

in bar for pipe.

" deep notch

B

" B

B "

BB

B

"

B

2

"

B

BB

B2

"

BB

D

B

B

B

B

B"

B

B

2" 1" 1"B

B

B

B

B

B

B

B

D CC

13"Rod

1'-7"B

B

B

B

B

B

B

B

"

B

1

"

B

B

B

B1

"

B

B

Pin {

typ.

" dia. E. S. pipe

1" 1" 1"

"B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

" " " " "B

B

4" for 12" stem

sides each end of rod.

Tack weld opposite

Cover plate

B

B

B

B

2"


bent at high point in span.

place level thru stems near

TS6 x 3 x 0.1875,

rod (ASTM A307)." dia. x 6" long

\

B

splice to longitudinal bars.

each end of access hole,

3-#5 U-bars w/ 24" legs

to stirrups.

legs top and btm. splice

3-#5 U-bars w/ 18"

a single layer).exceeds 6", otherwise

when slab thickness

hole. (Top and bottomof access or ventilation

bars @ 4" each side

3-#5 x 7'-6" longit.

otherwise a single hoop).slab thickness exceeds 6",

hoop (Top and bottom when#5 x 3'-0" x 3'-6" oblong

(top and btm.).@ 4" each end of access hole

Extra 3-#5 x ("s" + 12") bars

or ventilation hole.

@ 4" each side of access

3-#5 x 7'-6" longit. bars


Extra 3-#5 x ("s" + 12") bars

reinforcing shown in "Typical Deck Section".

Reinforcement shown is in addition to bottom slab

Stop typical bottom slab reinforcing 2" clear of hole.

about pin {).(or opposite hand with door closed

plate prop location

Access cover

bolts (ASTM A325)for " dia. H. S.

" dia. holes

post-tensioning ducts by 4" minimum.

Raise crawl hole as necessary to clear

at stem access holes.

shown otherwise on contract plans,

on access hole).and btm. (center2-#6 x 7'-6" top

for on plans.

stems when called

hole thru all interior

2'-0" x 3'-0" access

otherwise

unless shown

mid-depth of box

\ prop (A36)

above crawl hole.

interior stem walls,

side of diaphragm, and

grab bar (A307) each1" dia. galvanized

(2'-6" x 3'-6" oblong)2-#6 hoops

br1

36.dgn 11-08

otherwise a single layer).thickness exceeds 6",

(Top and bottom when slabaccess or ventilation hole.

bars @ 4" each side of

3-#5 x ("s" + 12") transv.

PLAN ~ ACCESS HOLE (Ventilation Hole Similar)

SECTION A-A

NOTE:

PLAN ~ ACCESS COVER PROP

SECTION B-B

SECTION D-D

ELEVATION ~ ACCESS HOLE THRU INTERIOR STEM AT MIDSPAN

VENT TUBE DETAILS

OUTSIDE FACE ONLY

EXTERIOR STEMINTERIOR STEM

SECTION C-C

NOTE:

bridges

post-tensioned

Top duct for

" dia. x 4" long pin

1/6 turn past snug

(ASTM A325) tighten" dia. H. S. bolts

Box girder stem spacing "s"

hole

hole

{ stem{ stem

typ.

B

2 spcs. @ 4" (typ.)

BB

B

B

B

B

B

B2'-6"

B

3'-0"

B

B A A

4"

B

B

B

B

18"

4"

min.

12"

rad.

Shorten stirrups

Shorten stirrups

24"

18"

6"|

B

B

6 stirrup spaces @ 12" unless

girder stem.

Midspan of boxB

as shown @ access hole.

Cut full height stirrups

BBB

B

B

B

B

3'-0"

2'-0"

B

B

B

B

12"

B

BB

B

B6"

B

B

2'-0"

B

BB

6"

B

6"

B

B

B

B

7"

B

B

B

B

B

B

{ access hole at

B

BBB

2" rad.

" rad.

"

"

Cover platePin {

4"Hinge pin

4

"

""

B

B

"

B

B

B

4"

B

B

BB

B

BB

B

B

B

B

B

B

B

B

"

B

than 6"

Sla

bs thic

ker

4"

typ.

2'-6"

2'-6" x 3'-0" holeB

B

B

B

B

B

BB

oblong hoop.

#5 x 3'-0" x 3'-6"

B

6"

B

B

B

B

EXTRA REINFORCING IN BOTTOM SLAB

4"

4

"

3"

Pin {

"{ Access cover

1"

B

1"B

B

2"B

B

B

B

B

in bar for pipe.

" deep notch

B

" B

B "

BB

B

"

B

2

"

B

BB

B2

"

BB

D

B

B

B

B

B"

B

B

2" 1" 1"B

B

B

B

B

B

B

B

D CC

13"Rod

1'-7"B

B

B

B

B

B

B

B

"

B

1

"

B

B

B

B1

"

B

B

Pin {

typ.

" dia. E. S. pipe

1" 1" 1"

"B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

" " " " "B

B

4" for 12" stem

sides each end of rod.

Tack weld opposite

Cover plate

B

B

B

B

2"


bent at high point in span.

place level thru stems near

TS6 x 3 x 0.1875,

rod (ASTM A307)." dia. x 6" long

\

B

splice to longitudinal bars.

each end of access hole,

3-#5 U-bars w/ 24" legs

to stirrups.

legs top and btm. splice

3-#5 U-bars w/ 18"

a single layer).exceeds 6", otherwise

when slab thickness

hole. (Top and bottomof access or ventilation

bars @ 4" each side

3-#5 x 7'-6" longit.

otherwise a single hoop).slab thickness exceeds 6",

hoop (Top and bottom when#5 x 3'-0" x 3'-6" oblong


Extra 3-#5 x ("s" + 12") bars

or ventilation hole.

@ 4" each side of access

3-#5 x 7'-6" longit. bars


Extra 3-#5 x ("s" + 12") bars

reinforcing shown in "Typical Deck Section".

Reinforcement shown is in addition to bottom slab

Stop typical bottom slab reinforcing 2" clear of hole.

about pin {).(or opposite hand with door closed

plate prop location

Access cover

bolts (ASTM A325)for " dia. H. S.

" dia. holes

post-tensioning ducts by 4" minimum.

Raise crawl hole as necessary to clear

at stem access holes.

shown otherwise on contract plans,

on access hole).and btm. (center2-#6 x 7'-6" top

for on plans.

stems when called

hole thru all interior

2'-0" x 3'-0" access

otherwise

unless shown

mid-depth of box

\ prop (A36)

above crawl hole.

interior stem walls,

side of diaphragm, and

grab bar (A307) each1" dia. galvanized

(2'-6" x 3'-6" oblong)2-#6 hoops

br1

36.dgn 11-08

otherwise a single layer).thickness exceeds 6",

(Top and bottom when slabaccess or ventilation hole.

bars @ 4" each side of

3-#5 x ("s" + 12") transv.

PLAN ~ ACCESS HOLE (Ventilation Hole Similar)

SECTION A-A

NOTE:

PLAN ~ ACCESS COVER PROP

SECTION B-B

SECTION D-D

ELEVATION ~ ACCESS HOLE THRU INTERIOR STEM AT MIDSPAN

VENT TUBE DETAILS

OUTSIDE FACE ONLY

EXTERIOR STEMINTERIOR STEM

SECTION C-C

NOTE:

bridges

post-tensioned

Top duct for

" dia. x 4" long pin

1/6 turn past snug

(ASTM A325) tighten" dia. H. S. bolts













CALC. BOOK NO.

1:8 - BR139

BR139

PREFORMED COMPRESSION SEALSEXPANSION JOINT WITH

20-JUN-2008

2008


Slope

and cut to hole.Drill hole thru sealer

45

" dia. holes.

Down turns

End of armor

Slope

End of armor

Slope

10"

(i.e. radius of 9" or less).requiring sharp bend Upturn at locations

Remove small wedge

Width

Nominal Size

Height Min.

Joint Width

Max.

1"

"

"A

B

C

D

E

RangeMovement

Total

Width

Installation

Minimum

1"

1"

1"

1"

"1" 1"1"

2"

2"

3"

3"

2"

2"

3"

3"

"

"

1"

1"

1"

1"

2"

2"

2"

1"

2"

TypeSeal

compression joint sealPreformed

when shown on the project plans.See dwg. BR141 for joint armor for new construction piece. Place curb to curb as shown in sections at rail.Install preformed compression joint seal in one continuous

Skew angle greater than 20

6"

Note: For skew angle greater than 30, see Joint Specialist.

min.

Skew angle less than or equal to 20

Bridge deck

Bridge rail

Bridge deck

Bridge rail

JOINT (this sheet)PLAN: EXPANSION For skew angles see

Bridge deck

Bridge railBridge rail

orA B

orA B

C

C

orA B

orA B

min.

2"

"

7" typ.nosing (gutter to gutter)Elastomeric concrete

min.

"cl.

curb to curb after placing nosing. (typ.)Grind " to " x 45 chamfer from

See Note 1

ACWS

12"

Bevel plateto fit skew

12"

Blockout, typ.

10"

min.

W/O ARMOR

min.

"

2"

7" typ. after placing nosing.chamfer from curb to curb Grind " to " x 45

nosing (gutter to gutter)Elastomeric concrete

6" typ.

orA B

orA B

armor

End of

Blockout joint with temporary blockout. See Project Plans for joint size.

chamfer from curb to curb.Grind " to " x 45

Overlay

Use Section C-C for sidewalks

joint materialRemove existing

(Armored joint with AC or PCC Overlay)

compression joint sealPreformed

End Panel

br1

39.dgn 12-08


of holes on project plans.Place drain on uphill side of joint. Show location point on AC at gutterline (for Type "F" AC only)Provide 2" dia. drain holes (vert. or horiz.) at lowest

See Note 1

blockout. See dwg. BR141.Blockout joint with temporary

steel angle. (as shown)of existing armor horizontal Remove hatched portion Existing armored corners.

See Note 1

with ARMOR for new bridges in the near future.that are scheduled for overlay bridges or for new bridges For rehabilitation of existing

**

Preformed Compression Joint Seals

See Project Plans for details not shown.

PLAN @ DECK JOINT

SECTION A-A

PLAN: EXPANSION JOINT

NOTES:

PREFORMED COMPRESSION JOINT SEAL BEND JOINT

SECTION B-B

REHABILITATIVE BRIDGE JOINT

SECTIONS AT RAIL

SECTION C-C

texturingno deck texturing

Deck

Recess

"

NOTE 1:

#4 cont., typ.

1:8 - BR140













CALC. BOOK NO. 15-FEB-2008

POURED SEALSEXPANSION JOINT WITH

2008


W/O ARMOR

max.min.

1"

"

"

Range

Movement

TotalInstallation

Joint width

1"

1"

1"

1"

1"

1"

1"

1"

2"

1"

2"

3"

"

min.

"

2"

7" typ.

B

B

B

B

B

B

B

B

BB B

Bond Breaker Backer Rod

B

B

B

after placing nosing.

chamfer from curb to curb

Grind " to " x 45

nosing (gutter to gutter)Elastomeric concrete

blockout. Use non-sag sealant in curbs.

for joint size). Blockout joint with temporaryPoured joint seals. (See Project Plans

6" typ.B

B

texturing

Deck

texturing

no deck

Poured Joint Seals

Slope

End of armor

Slope

End of armor

End of armor

B

B

B

B

B10"


6"

min.


Bridge deck

Bridge rail

Bridge deck

Bridge rail

Bridge deck

Bridge railBridge rail

BR140 when shown on the project plans.

See dwg. BR141 for joint armor for new construction piece. Place curb to curb as shown in sections at rail.

Install poured joint seals in one continuous

min.

joint material.Remove existing

curb to curb after placing nosing.

Grind " to " x 45 chamfer from

7" typ.

"

"

2"

B

Bond Breaker Backer RodBB

B

B

B

B

B

B

B

B

B

BB B nosing (gutter to gutter)Elastomeric concrete

See Note 1

blockout. Use non-sag sealant in curbs.

joint size). Blockout joint with temporaryPoured joint seals. (See Project Plans for

C

C

orA B

orA B

orA B

orA B

orA B

orA B

ACWS

12"

Bevel plate

to fit skew

12"

Blockout, typ.

backer rodBond breaker

"

"

Poured joint seals

10"

min.

as deck concrete

Concrete is same class

Overlay

min.

min.

min.

JOINT (this sheet)see PLAN: EXPANSION For deck skew angles

Note: For deck skew angle greater than 30, see Joint Specialist.

chamfer from curb to curb.

Grind " to " x 45

Use Section C-C for sidewalks

See Note 1See Note 1

SlopeSlope

Drainto

Slopeto

Drain


of holes on project plans.of joint. Show location Place drain on uphill side

(for Type "F" AC only)point on AC at gutterline

(vert. or horiz.) at lowestProvide 2" dia. drain holes

(Armored joint with AC or PCC Overlay)

End Panel

See Note 1

with ARMOR for new bridges

*

that are scheduled for overlay in the near future.

For rehabilitation of existing bridges or for new bridges *

existing armor horizontal steel angle.

Remove hatched portion of the

Existing armored corners.

See Note 1

See Project Plans for details not shown.

br1

40.dgn 12-08

PLAN @ DECK JOINT

SECTION A-A


REHABILITATIVE BRIDGE JOINT

SECTION B-B

SECTION C-C

SECTIONS AT RAIL

NOTES:

NOTE 1:

"

Recess

#4 cont., typ.

1:16 - BR141













CALC. BOOK NO.

BR141

EXPANSION JOINT WITH ARMOR

24-JAN-2008

2008


Pay Length (typ.)

12"

max.

12"

A

A

A

A

Pay Length (typ.)

12"

max.

3"

3"

(See below)

Pay Limit

Slope

Slope

Anchors

Slope

Thicken overhangas required

See Weld Detail below

parallel to roadway {.joint {. Plates weldedSpaces measured along

See special provisions for additional requirements.

concrete placement.Support the joint assembly so that proper grade is maintained during or after setting to grade in the blockout.The joint assembly may be shipped full length or field welded before

Use reinforcing steel conforming to ASTM Specification A706.

Specification M183 (ASTM A36).Use structural steel shapes and plates conforming to AASHTO

B

B-U2B-U2-GF

BC-P2-GF

G

30

3"

Rad.

Rad.

7"

1

1

B

B

2"

B

B

BTC-P4

B

BC-P2

2"

1"

1

"

1"

6"

2

"

Bevel " @ 45

Bevel "

B

1"

See Weld Detail below.

Weld connections, typ.

()

()

Bridge rail

Accompanied by dwgs. BR139 or BR140

br1

41.dgn 07-10

the curb or rail. or payment will be made for the vertical portion of the joint seal in deck joint unless shown otherwise on the Project Plans. No measurementThe pay length of the armored joint is the horizontal length of the

Poured Joint Seals details.See dwg. BR139 for Preformed Compression Joint Seal and dwg. BR140

elastomeric concrete nosing.

plywood as shown prior to placing

polyurethane foam and " to "

Blockout joint with sandwich of

B

For Rehabilitative Bridge

Anchors at 12" max.

Anchors at 12" max.

(See below)

as shown at 12" max.#5 bent bars (A706)\'s x 8 with

2"

min.

8"

min.

Pay Limit

B

PLAN AT SIDEWALK

SECTION AT SIDEWALK

SUGGESTED TEMPORARY JOINT DETAIL

SECTION AT TYPE "F" RAIL

PLAN AT TYPE "F" RAIL

ANCHOR DETAIL

WELD DETAIL

NOTES:

B-U2

B-U2-GF

or

(Field weld)

(Shop weld)

1"

1"

See project plans for seal size and blockout reinforcing steel.

PLAN: EXPANSION JOINTsee dwg. BR140 For skew angles

PLAN: EXPANSION JOINTsee dwg. BR140 For skew angles

#4 Cont.

See Section A-A on dwgs. BR139 or BR140Note:

1

\'s x 6 min.

1

1"

1

min.

6"1

07-10

1

by the contractors CWI.and inspected with VT (visual test)Field welding shall be witnessed

Note:

Added weld note.Changed plate size from to .

1:16 - BR145




BASELINE REPORT DATECALC. BOOK NO.

BR145

EXPANSION JOINTSINGLE STRIP SEAL









24-JAN-2008

2008


"

Pay Length (typ.)

3"

12"

max.

Anchor

Spaces measured along

joint {. Plates welded

BC-P2-GF

G

No

weld

insid

e

12"

Pay Length (typ.)

12"

max.

3"3"

(See below)

Welds Revie

wed

By ........................................................ .

Pay Limit

Surface to be smooth

"

SW

Joint width + "

SW

30

3"

Rad.

Rad.

6"

7"

1

1

B

B

2"

min.

12"

B

B

Blockout (typ.)

5

"

B

T

raffic

setting to grade in the blockout.

The joint assembly may be shipped full length or field welded before or after

See Special Provisions for additional requirements.

BTC-P4

BC-P2

" x 6" checkered plate (galv.)

6" 6"

3

"

Joint width + "

12"

Recess "

6"

2

"

2"

1"

1"

1

"

Bevel "

8"

Use reinforcing steel conforming to ASTM Specification A706.

(ASTM A36).Use structural steel shapes and plates conforming to AASHTO Specification M183

placement.

Support the joint assembly so that proper grade is maintained during concrete

B

BB

B

B

burns through.

Grind smooth if weld

B-U2-GF

B-U2

B

1"min.

3

"

A

A

B

B

A

A

C

C

parallel to roadway {

()

()

\'s x 6 min.

see Weld Detail below.

Butt weld connections (typ.),Detail below

See Weld

10"

min.

min.

deck joint unless shown otherwise on the project plans.The pay length for the preformed strip seal system is the horizontal length of the

PLAN: EXPANSION JOINTFor skew angles see

6"

Note: For skew angle greater than 30, see Joint Specialist.

min.

Bridge deck

Bridge rail

Bridge deck

Bridge rail

or equal to 20Skew angle less than

than 20Skew angle greater

PLAN: EXPANSION JOINTFor skew angles see

Bridge rail

br1

45.dgn 07-10

as shown on project plans.as required for variations in structure temperature

installation width. Check detail drawings. Adjust Install extrusions to manufacture's recommended

(typ.) at about 6" max." dia. x 6" studs

Anchors at 12" max.

on walk and upturns.

studs at about 6" max.

" dia. x 6" welded

of holes on project plans.Place drain on uphill side of joint. Show location point on AC at gutterline (for Type "F" AC only)Provide 2" dia. drain holes (vert. or horiz.) at lowest

See NOTE 1

concrete

class as deck

Concrete is same

(See below)Anchors at 12" max.

(typ.) at about 6" max." dia. x 6" studs

shown @ 12" max.

bent bars (A706) as\'s x 8 w/#5

cap screws (galv.)" dia. x " countersunk

Thicken overhang as required

BC-P2-GF

BC-P2

cap screws (galv.)" dia. x " countersunk

" x 6" checkered plate (galv.)

PLAN AT SIDEWALK

SECTION AT SIDEWALK

SECTION B-B

SECTION A-APLAN: EXPANSION JOINT

NOTE 1:

SECTION AT TYPE "F" RAIL

WELD DETAIL

PLAN AT TYPE "F" RAIL

SECTION C-C

GENERAL NOTES:

ANCHOR DETAIL

Pay Limit

fit skew

Bevel plate to

project plansACWS, see

or

B-P2-GF

B-P2

BC-P2-GF

G

BC-P2

or

(Shop weld)

(Field weld)

(Field weld)

(Shop weld)

See project plans for seal size and blockout reinforcing steel.Furnish and install the strip seal in one continuous piece gutter to gutter,

#4 Cont.

1

1

1

1

Changed plate size from to .07-10

1

by the contractors CWI.and inspected with VT (visual test)Field welding shall be witnessed

Note:

Added weld note.

1:4 - BR157






BR157









24-JAN-2008

2008

JOINT SEALASPHALTIC PLUG


Backer rod

Bridge deck

*Mill deck as required

and place joint materialSaw cut overlay after paving

min.

*

*

See special provisions.

Asphaltic plug joint seal.

1'-8" centered on joint

20d nail @ 12" ctrs.

B

B

B

B

BB

B

B

B

B

B

B

B

B

each side).Sawcut (typ.

B

Parapet

10"

Barrier

B

B

B

B

B

B B

Joint widths = " to 2"

top of overlay

Finish grade at

top of overlay

Finish grade at2

"

bridge end panel.

Bridge deck or

\ min. x 8" x cont.

Concrete

Structural

Asphaltic or

min.

B

B"cl.

Asphaltic plug joint

Asphaltic plug jointslope to drain

slope to drain

See Note 1

See Note 1

of holes on project plans.of joint. Show locationPlace drain on uphill side

br1

57.dgn 01-12

Out to out of nosing

Plywood concrete overlay.

Asphaltic

B

B

B

B

to construct nosing.

for traffic. Remove blockout and concrete

Fill with overlay concrete if required

B

Out to out of nosing

Polyurethane foam.

Lumber and plywood blockout.

Structural Concrete Overlay.

structural concrete to construct nosing.

required for traffic. Remove blockout and

Fill with structural overlay concrete if

B

B

B

BB

B


(vert. or horiz.) at lowest Provide 2" dia. drain holes


(vert. or horiz.) at lowest Provide 2" dia. drain holes

and cut to hole.

Drill hole thru sealer45

" dia. holes.

Down turns

B

B B

B

B

B

B

B

(i.e. radius of 9" or less).requiring sharp bend

Upturn at locations

Remove small wedge

See seal bend details. (this sheet)joint seal to geometry shown. Saw cut concrete as required to install

joint seals or poured joint sealsPreformed compression

joint seals or poured joint sealsPreformed compression


6"

min.


Bridge deck

Bridge rail

Bridge deck

Bridge rail

Note: For deck skew angle greater than 30, see Joint Specialist.

ASPHALTIC PLUG JOINT SEAL ~ DETAIL "A"


TEMPORARY OVERLAY AT JOINTS WITH

ASPHALTIC CONCRETE OVERLAY

TEMPORARY OVERLAY AT JOINTS WITH

STRUCTURAL CONCRETE OVERLAY

SEAL DETAIL AT PARAPET

SEAL DETAIL AT BARRIER

JOINT SEAL BEND JOINT

Note 1:

1

1 01-12 Changed joint widths from " to " and 2" to 2"













CALC. BOOK NO.

BR165

5773

1:16 - BR165

2008

BRIDGE END PANEL

01-JAN-2009


2"cl.

14"

12"

12"

2

"cl.

10" Ledge

Sla

b

w/o

AC

WS

when

L

= 30'-4"

when

L

= 20'-4"

1" chamferL/4 L/4L/2

Uncurbed

Wingwall

omitted for clarity, (see details)Panel edge and end reinforcing

Bars "A" @ 6" ctrs.

#5

3-#8

L = 20'-4" or 30'-4" Bridge End Panel

#6@18" #6@18"#6@12"

#5

3-#8

A A

L/4

#6@18"

2

"cl.

L/2

#6@12"

Length L, (20'-4" or 30'-4")

Bars "A" @ 6" #6

#9 x 30'-0" when L = 30'-4"Bars "A" = #7 x 20'-0" when L = 20'-4"

2" cl.

Asphalt conc.

12"

7

"

9

"

12" sla

b

14" sla

b

L/4

#6@18"

14" (Sla

b

when

L=30'-4")

12" (Sla

b

when

L=20'-4")

End panel

{ longitudinal joint

Pour 2 Pour 1

top and bottom barsLap or mechanical splice,

2"cl.

2"cl.

" preformed exp.Lubricate dowel

8"

2"cl.

12"

2"cl.

5

" (1

2" sla

b)

7

" (1

4" sla

b)

2

"cl.

1"

6"

5"

#4 bar

6"

2"cl.

12"

in blockout to avoid expansion joint assembly anchorages.joint) unless shown otherwise on Project Plans. Space barsTypical blockout for expansion joint assembly (each side of

10"

2"cl.

Joint opening

3-#5

2'-0"

2

12"

endwall

1" chamfer

1

14"

12"

Sla

b

w/o

AC

WS

2

1

3'-0

"

1'-7"

8"

7" (For 12" endwall)

1'-1"

1'-3"

12" sla

b

14" sla

b

8"

(L measured parallel to { of roadway)

for on Project Planson end panel when called6" high drainage curb

#4 U-bar @ 18"

expansion joint filler" x 5" preformed

Extend rail curb bar as shown

2

"cl.

legs @ 18"#4 U-bars w/12"

@ 5"bars (top and btm.)3-#8 transverse

chamfer each side 451" x 5"| keyway

(when required) 2" ACWS

fillerexpansion joint" preformed

" x 3" preformed expansion joint filler

(each way)#6 bars @ 12"

with traffic loop sealantSawcut 1" deep, fill

w/asphalt pavement No dowels required

is usedconc. approach pavement2" ACWS when asphalt

each way#6 @ 12"

#6 @ 12" each way (top mat)

Sawcut 1" deep, fill with traffic loop sealant

#6 @ 12"

#6 transv. bars

end @ 12"with 6" hook one#5 L-bars x 3'-0"

2" ACWS on end panelProjects Plansas required by theACWS on bridge

when

L

= 20'-4"

when

L

= 30'-4" 2" ACWS (when req'd)

#6 @ 12" std.hk. (this end)

joint filler in joint.

5-#5

@ 12" Std. 180 hook one end#5x3'-6" dowels with

2-#5

Bar Size 3 4 5 6 7 8 9 10 11

Uncoated 1'-0" 1'-4" 1'-8" 2'-0" 2'-8" 3'-6" 4'-4" 5'-7" 6'-9"

1'-5" 1'-10" 2'-4" 2'-10" 3'-9" 4'-11" 6'-1" 7'-10" 9'-6"CoatedEpoxy

LengthSplice

Provide Class HPC 4000 - 1", or " concrete.

Provide dowels conforming to AASHTO Specification M31 (ASTM A615) .

Flare end panel as required. Maintain Bar "A" spacing requirements at midspan.

Use 20'-4" long end panels when the foregoing situations do not occur.

Use the details on this sheet unless shown otherwise on the Project Plans.

#6 transv. bars

Uncurbed Edge Detail #4 U-bars @ 18", see

from a vertical edge.and end panel 8"Do not texture deck

block and rail detailsdrawing for post,See Transition

or when shown on the Project Plans.Longitudinal construction joints are allowed only when permitted by the Engineer

When a longitudinal construction joint is permitted, locate joint on a lane line.

Provide the panel length shown on the Project Plans.

and L - 4'-6" for 30 ft panel). surface and 25 psf for future wearing surface (Span = L - 3'-0" for 20 ft panel Bridge Design Specifications with an allowance of 25 psf for present wearing Bridge end panels designed for HL-93 loading according to AASHTO LRFD

Use #4 C-bars w/8" legs, or approved bar support chairs for top mat.Support top and bottom mat reinforcing steel at 3'-0" max. centers each way.

End fills with anticipated post-construction settlement > 1 inch. Abutment depth > 20 ft (from bottom of footing or cap to top of deck). End bents skewed > 30 degrees. All state highways with 20 year projected ADTT > 1000. All interstate highways.Generally, use an end panel length of 30'-4" if any of the following conditions exist:

panel bridge endACWS on

parallel to { of Rdwy. spacing is measuredTransverse bar

hook one end. Place at 12" ctrs. #5 x 3'-6" dowels with a Std. 180

#4 @ 18"

panel bridge endACWS on

fillerexpansion joint" preformed

1

"

1" chamfer

panel endBridge

P/C slab or box

Traffic loop sealant

loop sealantfill with traffic wide sawcut,1" deep x "

See Detail "A"

br1

65.dgn 07-12

Use the following splice lengths unless shown otherwise: or A706. Place steel 2" clear of nearest face of concrete unless shown otherwise.Provide reinforcing steel conforming to AASHTO Specification M31 (ASTM A615) Gr. 60

PLAN~TYPICAL END PANEL

SECTION A-A

DRAINAGE CURB EDGE DETAIL

PANEL LENGTH SELECTION CRITERIA

END PANEL WITH ASPHALT PAVEMENT ON BRIDGE

EXPANSION JOINT BLOCKOUTBRIDGE END DETAIL WITH

WITHOUT EXPANSION JOINT BLOCKOUTTYPICAL BRIDGE END DETAIL

JOINT DETAIL withSLABS or BOXES

DETAIL "A"

CURB EDGE DETAIL

GENERAL NOTES:

UNCURBED EDGE DETAIL

LONGITUDINAL JOINT DETAILPANEL END DETAIL

NOTE:

NOTE:

NOTE:

End Detailsee Panel #4 @ 18",

structure backfill6" min. granular

End DetailSee Bridge

top reinf.

Panel

with

btwn. end panel and base materialPlace 6 mil polyethylene film

and btm.)2-#5 (top

btm.)(top and3-#8

reinforcement for traffic rail See Bridge Plans

reinforcin

gPanel and btm.

See Project Plans for bridge rail, median barrier, and/or guardrail transition details.

12" endwall) #5 @ 12" (for

and each end of bridge).Provide " chamfer at all top transverse concrete edges (each end of end panels

1

concrete pavement Place at 12" intotied to #8 transv. bars. 1" dia. x 18" dowels

1

used. (Dowels parallel to rdwy. {) panel when concrete pavement is at 12" ctrs. across full width of1" dia. x 18" smooth dowels

1 7-1-12See Bridge Plans

PlansBridge See

1in Bridge Planssealant, unless shown otherwise Fill 1" deep with traffic loop1

Concrete pavement

TT/2

1

transition drawings in project plans.For additional reinforcing bars needed in the end panel, see bridge rail and

sealantw/traffic loop exp. joint filler, fill Remove 1" deep,

legs @ 12"#5 U-bars w/2'-2"

Changed 1" to 1", added and adjusted text

1:32 - BR175













CALC. BOOK NO.

BR175 2008

CATTLE GUARD

01-JAN-2009


Panel "B"Panel "A"

Cattle Guard Width = L8"

6" 2"

8"

6"2"

Concrete Abutment

2"

8"

8"

2"

8"

8"

7'-5"

8'-9"

4'-8

"

10"

3'-7"

4'-4"

Barbed wire

8"

6" 2"

Cattle Guard Width = L

"a" spaces @ "b" centers

Panel "A"

8"

6"2"

"a" spaces @ "b" centers

Panel "B"

1'-6"

R.

2'-6"

3'-9

"

12"

max.

6"

min.

Ground Line

Panel "B"Panel "A"

6" 2" 6"2"

L + 1'-4"

6"

10" 5"

1'-4"

1'-10"1'-10"

7'-5" 2"2"

2"cl.

2'-6"

1'-3

"

3'-9

"

2"cl.1"cl.

1'-4"

3"

5

"

5"

C10 x 15.3

4

"

3'-5"

2'-2"

1'-0"6"

10"

5"

1'-4"

Abutment Plan and Typical Section.For details not shown see Typical

9

"

L + 1'-4"

Stage 1 Stage 2

1'-0"

See Typical Section.

3'-9

"

2'-6"

B

B

B

Cattle GuardWidth

L

Size of Panels

"A" "B"Railsper

Panel

Understructure Channels

Panel "A" Panel "B"

Alternate"A" Abutment

a bLength Width WidthLength

7'-5" 8'-0" 13

bolts boltsa b Stage 1 Stage 2

16'-0"

18'-0"

20'-0"

22'-0"

24'-0"

26'-0"

28'-0"

7'-5"

7'-5"

7'-5"

7'-5"

7'-5"

7'-5" 13'-4"

12'-4"

12'-0"

11'-0"

8'-4"

9'-4"

7'-5"

7'-5"

7'-5"

7'-5"

7'-5"

7'-5"

7'-5"

13

13

13

13

13

13

8'-0"

9'-8"

10'-8"

14'-8"

13'-8"

12'-0"

11'-0"

6

6

7

8

9

9

10

16" for spacin

gsee dia

gra

m

16"

16"6

7

8

8

9

10

11

16"

16"

16"

for spacin

gsee dia

gra

m

9'-4" 7'-0"

9'-8" 8'-8"

10'-8"

12'-4"

13'-4"

13'-8"

14'-8" 13'-8"

12'-8"

11'-0"

10'-0"

9'-8"

2"

3""

2"6"

5"1'-3

"

7'-5"

2" x 3"cont. jt.

typ.

C10 x 15.3

1" min. grout

" cont. pad *

3" x 2" x" tubes

2 heavy washers per bolt." x 12" bolt w/2 nuts and

Panel "A" Panel "B"

4

"3"

" cont. pad *

Bolt at mid

1" min. grout

typ.

Tube Rail

Weld all tube rail toeach C as shown.

C10 x 15.3

16"

16"

16"

16"

16"

16"

16"

16"

See chart at top of sheet for channel spacing. channels as shown in the above diagram.Anchor bolts to be located midway between

Note:

Panel "A" Bolt Location For 28' Width Panel "B"

Bolt Location For 26' Width






A A B B

Concrete Abutment

End post detailed on dwg. RD810.Bolted connection to end post.

sand blanket (3" min.).Set each precast unit on compacted

1" E. S. pipe end barrier

corners of all panels (see Plan).Plate welded to 10" C's at outside("b" + 2") x 6" x "

L6x4x

abutment onlyJoint poured-in-placeOptional construction

for bolt sizes.to quard. See Section B-Bfastening 1" pipe end barriersfor bolting panels together and foreach exterior channel, all panels,Drill 3-" dia. holes as shown in

See diagramanchor bolts." x 12"

o-o

1'-0"

#4 hoops @ 12"

#4 hoops @ 12"

#4 hoops @ 12"

1'-3

"

C10 x 15.3

C10 x 15.3

Anchor bolts

" x 12"C10 x 15.3 spacing C10 x 15.3 spacing

diagram for spacing" x 12" bolts, see

units are in place.section after precastPour 1'-0" closure

1'-3

"

E

E

Y Y

@ 4' max. \ x 2 x cont.

@ 4' max. \ x 2 x cont.

\

L6 x 4 x

\ x 2 x cont.

1" dia. hole

@ 4' max.

\ x 2 x cont.

@ 4' max.

@ 4' max. \ x 2 x cont.

L6 x 4 x x cont.

2"cl.

Weld " Plate on outsidecorner of all panels. from #5 bars x 2'-0"

Lifting anchors made

std. washer each endbolt w/hex nut and" x 2" hex head

point of C's

Typical Section#4 see Splice with #4

L-bars each end.4~#4 x 2'-0"

each end

1~#4 x 3'-3"

diagramsee bolt spacing{ Anchor bolts,

" x 2" hex head boltsbolted to cattle guard with1" ES pipe end barrier

place as shown7~#4

End Post

Abutment steel detailed belowAnchor Bolt Spacing Diagram. " x 12" bolts, see

1" E. S. pipe end barriertyp.

* " cont. elastomeric pad

PLAN

SECTION Y-Y

TYPICAL ABUTMENT PLAN

(Poured-In-Place)

SECTION E-E DETAIL P

ALTERNATE "A": ABUTMENT PLAN

(Precast Units)

ALTERNATE "A": ABUTMENT ELEVATION

(Precast Units)

TYPICAL SECTION

SECTION A-ASECTION B-B

ANCHOR BOLT SPACING DIAGRAM

DETAIL A

SECTIONTUBE RAIL

See DETAIL A

Plan and Detail P\ , see

See Detail P

Diagram (below)Anchor Bolt Spacing " x 12" bolts, see

Provide all bolts to ASTM Specification A 307. pipe and bolts to ASTM Specification A 36.Provide all structural carbon steel, except tubing Specification A 53 Type F.Provide all steel pipe to ASTM A 500 Grade B. to ASTM Specification A 501 orProvide all structural steel tubing Note:

br1

75.dgn 12-13





BR182

5844

2008

TRUCK SCALE PIT

1:24 - BR182









01-JAN-2009


27'-0" Truck Scale Pit

16'-0"

Truck scale pit

all sides adjacent to conc.

5'-2"

Bar Size

Splice Length

3 4 5

1'-0" 1'-4" 1'-8"

16'-0"

1" pipe

1" check valve

1" union

1'-4"

2'-6"

1'-6"

2'-6"

3-#4 U-bars

1

"

NOTE :

" preformed exp. joint filler

Level control

each way

1'-0"

L4x4x, see Armored Corner Detail .

ft.ft.

7"

9"

6"1'-6"6"

2'-6"

1'-6"

6"

Sump

Sump pump

2" ty

p.

3" dia. galv. rigid metal electrical

conduit. Place as directed by the2'-3" 6" 1" dia. galv. steel pipe for

sump effluent line. Connect

" 2 12G

4 12G

B

12'-6" 12'-6" 1'-0"1'-0"

27'-0"

7'-0"

1'-0"

7'-0"

16'-0"

1'-0"

A A

(See

Ar

mored

Corner Detail)

1"

ft.

ft.

ft. ft

.

to curb drain.

Engineer (to scale indicator).

base material.6" min. aggregate

B

1'-3"1'-3"

2'-6"

2'-6"

1'-6"

2'-0

"

6"

4"

8"

1'-11"

10"

9"

1'-0"

5'-2"

scale assembly.necessary to accomodate Construct pedestal to height

#4 hoops @ 6" maxstd. 90 hook#4 @ 18" w/

placing assembly.side, prior to places on anchorfield, tack weld 4Butt joint angles in

paving ledge).12" (typ. each#4 x 4'-4" @

4"x4"x4" NEMA 4 junction boxGalv. pipe straps w/required spacers.

18" (typ.)#4 U-bars @

each end.way, w/1'-0" leg #4 @ 12" each

Fluorescent luminaire, wall mount

with drilled mechanical concrete

Switch

Slope 0.01

/

to

sump

Slope

0.01

/

to

sump

#4 @ 18"

each paving ledge.3-#4 x 15'-8"

10"

8" 8"

Var.

Slope 0.01 / to sump

3'-0"

4'-10"

(outside face typ. all walls)#4 @ 18",

end. (each face typ. all walls).#4 @ 18" w/std. 90 hook each

14 spaces. @

12" = 14'-0"

1'-0"1'-0"

2'-0"

1'-6"

1'-6"

25 spaces. @ 12" = 25'-0" (See Armored Corner Detail, this sheet)

#4 @ 18", each face

Provide 2-24" dia. std. access hole in platform

spaced each way5-#4 equally

all corners)Pedestal (typ.

both ends) see project plansConcrete end panel, (typ.

both ends), see project plansConc. pavement (typ.

see project plansFor joint details,

(typ. both ends)" pref. exp. joint filler

(typ. both ends)See Joint Detail on

faces of all walls).end. (typ. both 90 hook each#4 @ 18" w/std.

wall mountedFluorescent luminaire,

wall mountedFluorescent luminaire,

2'-2"

2'-2"

" pref. exp. joint filler

Scale Pit End Panel

exp. joint filler.

paving ledge Scale pit

(top and bott.)2-#4 transv.

1" cl.

9

"1

" cl.

Sla

b12"

18" btm. leg).(12" top leg and#4 U-bars @ 6"

" pref.

1"

#5

#6

#7

"

o~o

1" cl.

8"

#4 @ 18"

2~#4

2~#4

1'-0"

6'-3"

typ.

typ.

Poured joint seals

PLAN VIEW

PLAN VIEW

ARMORED CORNER DETAIL

JOINT DETAILS AT PIT

SECTION A-A

SECTION B-B

GENERAL NOTES:

ELEVATION VIEW

Var.

anchors (galv.)

br1

82.dgn 12-13

Use the following splice lengths unless shown otherwise: A 706 or AASHTO M 31 (ASTM A 615 Grade 60).Provide all reinforcing steel according to ASTM SpecificationProvide Class 3300-"concrete.

Install a 10 gauge (min.) copper grounding conductor. Place as directed by the Engineer. to true earth ground 3 ohms or less) in the scale pit. Install a copper-clad ground rod (8' long, " diameter, resistance Provide anchors according to ASTM Specification A 307 or A 706.Provide structural steel according to ASTM Specification A 36.Place all bars 2" clear of the nearest face of concrete.

L4x4x (A 36) all around

fabrication.(ASTM A 123) after Hot-dip galv. assembly

directions of hook).at 12". (alternate A 307 or A 706 rebar, " dia. x 7" anchors,

(A 36) L4x4x

1:4 - BR190






BR190


ARREST LIFELINEHORIZONTAL FALL

INSTALLATION

5842









07-JAN-2008

2008


Reinforced Concrete at least 24" thickBridge Substructure

H

Walking Surface

LevelWorking Point

H+

Sag

Plu

mb

Workin

g Point

H=As High As Possible Within The Range of 36" to 48"

Span

LevelWorking Point

H+

Sag

Plu

mb

Workin

g Point

Install Within Specified Sag Range For Span and Installation Temperature

Sag @50F (In) Sag @60F (In) Sag @70F (In) Sag @80F (In) Sag @90F (In) Sag @100F (In)

9.8 - 11.8

8.3 - 10.3

7.1 - 9.1

5.8 - 7.8

4.4 - 6.4

3.1 - 5.12.9 - 4.9

4.1 - 6.1

5.4 - 7.4

6.6 - 8.6

8.1 - 10.1

9.3 - 11.38.5 - 10.5

7.4 - 9.4

6.3 - 8.3

4.9 - 6.9

3.9 - 5.9

2.7 - 4.72.4 - 4.4

3.5 - 5.5

4.6 - 6.6

5.8 - 7.8

6.9 - 8.9

8.0 - 10.07.2 - 9.2

6.2 - 8.2

5.0 - 7.0

4.3 - 6.3

3.2 - 5.2

2.0 - 4.01.7 - 3.7

2.9 - 4.9

3.7 - 5.7

4.9 - 6.9

5.5 - 7.5

6.8 - 8.880 (Max.)

60

50

40

30

70

Span (Ft)

15" Minimum Edge Distance

Bracket

B

A

LevelWorking Point

Plu

mb

Workin

g Point

8.400"

3.742"

1.471"

2.596"

2.617"

1.033"

1.654"

7.779"

Left Hand Shown, Right Hand Opposite

Create Drilling TemplateNote: Use Dimensions Shown to

LevelWorking Point

Plu

mb

Workin

g Point

Left Anchor DetailTyp. 4 Places, See Resin Bonded Anchor

3.25"

15.5"

Bracket

or Approved Equal).Specification S-46163A Type III Grade R (Loctite 290 Thread Locking Compound Conforming to Military (Deform Using Small Chisel) Threads of Nut and Install Longer Bolt. After Nut Tightening is Verified, Stake Washers and Bracket Closes, Stop Tightening and Install Thread Runout of Bolt to 200 ft-lb. If Gap Between Installation. Install Bolt With Head Up. Tighten Nut Into Bolt, Nut & Washers to Remove Oil & Grease Prior to Nut, and 2~ ASTM F436 Galv. Washers. Solvent Clean 1.25" Dia. x 5" Galv. ASTM A325 Bolt, ASTM A563 Galv.

11" E

mbed

ment

AB

To Prevent Fraying.Using Seizing Strand or Annealed Wire,Cut Ends of Wire Rope Shall be SeizedMinimum Breaking Strength 40,000 lb." Dia. Galv. 7x19 Wire Rope

Approved Equal). Typ. 3 Places.Type III Grade R (Loctite 290 or to Military Specification S-46163A Thread Locking Compound Conforming Chisel) Threads of Nuts and Install Verified, Stake (Deform Using Smallft-lb. After Nut Tightening is to Installation. Torque Nuts to 95 Clean to Remove Oil & Grease Prior Galv. " Wire Rope Clip. Solvent

See BR191

See BR191

See BR191Detail "A" Detail "B"

(Loctite 290 or Approved Equal).Conforming to Military Specification S-46163A Type III Grade R Small Chisel) Threads of Nut and Install Thread Locking Compound to Installation. After Nut Tightening is Verified, Stake (Deform Using Solvent Clean Anchors, Nuts & Washers to Remove Oil & Grease Prior Heavy Hex Nut and Galv. ASTM F436 Washer at Each Anchor. and use High Strength Resin from the QPL. Provide Galv. ASTM A563 to ASTM F1554 Grade 105 or ASTM A449. Provide 11" embedment Provide " Dia. x 13" long Galv. Resin Bonded Anchors Conforming

" Galv. Wire Rope Thimble

@ 3.88"2 Spaces

br1

90.dgn 01-12

Elevation

Detail "A"

Left Anchor Detail

View B-B

View A-A

1

38,000 lb.End Pulls. Minimum Breaking Strength Hot-dip Galvanized With Forged-Eye Oval F 1145 Type 1, Grade 1, Class D.1" Dia. Turnbuckle Conforming to ASTM

1

"Suitable for reuse" means no indication of damage, wear, distortion, stretch, slippage, loosening of fasteners, or permanent deflection. by a competent person as defined in CFR 1926.32(f), and either determined to be undamaged and suitable for reuse or replaced with new components. After any fall is arrested by the lifeline, take the lifeline system out of service and do not return to service until all components have been inspected

Defective components shall be replaced with new components prior to use of the lifeline.Prior to each use, both ends of lifeline shall be inspected for wear, damage and other deterioration including corrosion, vandalism, or tampering.

Lifeline is designed for two workers using shock-absorbing lanyards complying with CFR 1926.502 (d) (16) (ii).

The public shall be positively excluded from area of lifeline by fencing unless access is prevented by bridge configuration.

C/O Bridge Preservation Manager, 4040 Fairview Industrial Dr. SE, Salem, OR 97302-1142, Phone #503-986-3318.For all installations, provide structure number, pier/bent/abutment numbers, lifeline length(s), and date of installation to ODOT Bridge Section MS#4,

12 feet of unobstructed clearance below the working surface. DO NOT install on structures within 3 miles of the Pacific Ocean.Maximum allowable span is 80 feet. Lifeline may be installed on reinforced concrete bridge substructures at least 24" thick, where there is at least

Comply with Oregon Standard Specifications for Construction 2008. Install all hardware in accordance with manufacturer's instructions.

General Notes:

1

01-12 Corrected address & ASTM F 1145 Type 1, Grade 1, Class D

1:4 - BR191






BR191


ARREST LIFELINEHORIZONTAL FALL

5842

DETAILS









07-JAN-2008

2008

br1

91.dgn 11-08


1"5"

2"

1.5"

1.5" Rad.

1.313" Dia.

0.5"

0.5"

1.25" 1.25"

12"

1.25"

2.75"

4.5"

6.5"

7.75"

MTC-U4c

backer bar (remove after welding).Welding shall conform to AWS D1.1, use ceramicHot-dip galvanize per ASTM A123 after fabrication.Limit silicon content to 0-0.03% or 0.15-0.25%.Fabricate from ASTM A36.

(2 Required)

Typ. 4 Pl.0.81" Dia.

0.19"x0.19" Chamfer Typ.

15" Minimum Edge Distance

Bracket

D

D

C

C

LevelWorking Point

Plu

mb

Workin

g Point

8.400"

3.742"

1.471"

2.596"

2.617"

1.033"

1.654"

7.779"

Right Hand Shown, Left Hand Opposite

Create Drilling TemplateNote: Use Dimensions Shown to

LevelWorking Point

Plu

mb

Workin

g Point

15.5"

Bracket3.25"

@3.88"2 Spaces

11" E

mbed

ment

Right Anchor DetailTyp. 4 Places, See Resin Bonded Anchor

To Prevent Fraying.Using Seizing Strand or Annealed Wire,Cut Ends of Wire Rope Shall be SeizedMinimum Breaking Strength 40,000 lb." Dia. Galv. 7x19 Wire Rope

or Approved Equal).Specification S-46163A Type III Grade R (Loctite 290 Thread Locking Compound Conforming to Military (Deform Using Small Chisel) Threads of Nut and Install Longer Bolt. After Nut Tightening is Verified, Stake Washers and Bracket Closes, Stop Tightening and Install Thread Runout of Bolt to 200 ft-lb. If Gap Between Installation. Install Bolt With Head Up. Tighten Nut Into Bolt, Nut & Washers to Remove Oil & Grease Prior to Nut, and 2~ ASTM F436 Galv. Washers. Solvent Clean 1.25" Dia. x 5" Galv. ASTM A325 Bolt, ASTM A563 Galv.

or Approved Equal). Typ. 3 Places.S-46163A Type III Grade R (Loctite 290 Conforming to Military Specification Nuts and Install Thread Locking Compound (Deform Using Small Chisel) Threads of After Nut Tightening is Verified, Stake to Installation. Torque Nuts to 95 ft-lb. Clean to Remove Oil & Grease Prior Galv. " Wire Rope Clip. Solvent

Approved Equal).Specification S-46163A Type III Grade R (Loctite 290 or and Install Thread Locking Compound Conforming to Military Verified, Stake (Deform Using Small Chisel) Threads of Nut Oil & Grease Prior to Installation. After Nut Tightening is Anchor. Solvent Clean Anchors, Nuts & Washers to Remove Heavy Hex Nut and Galv. ASTM F436 Washer at Each and use High Strength Resin from the QPL. Provide Galv. ASTM A563 to ASTM F1554 Grade 105 or ASTM A449. Provide 11" embedment Provide " Dia. x 13" long Galv. Resin Bonded Anchors conforming

" Galv. Wire Rope Thimble

Detail "B"

Right Anchor Detail

View D-D

Bracket

View C-C

1:4 - BR195






BR195









2008


07-MAY-2012

BRIDGE ID MARKER

br1

95.dgn 07-12

ODOT

BRIDGE ID MARKER

Bridge ID Marker

Ground line

Post

IN RAIL TRANSITIONBRIDGE ID MARKER

GENERAL NOTES

transitionGuardrail

ODOT

HWY 00

BR 00000MP 00.00

RTE 00

000 000 0000

6"

3"

1"

1"

1"

1"

1"

1"

1"

"

"

"

"

"

"

1

"

1'-6"

1" R

"

1

"

"

Left justify text

horizontally on signCenter logo

all around" Border

3

"

**

*

upon legend required.* May vary depending

for mounting details on wood post.See Dwg. TM570, Alternate 2

RTE HWY MP BR

Telephone number of the appropriate

STRUCTURENAME

Accompanied by dwg. TM570

0000

00.0000000

000 000 0000

STRUCTURENAME

horizontally on signCenter block text

block text horizontally on sign)Agency Dispatch Center (center

Block text

See Bridge ID Marker Chart in Structure Plans for filling out block text. Use same hole pattern for mounting on concrete surface.Provide four " dia mounting holes, pattern to match post. Text and numbers are Type B font. according to 02910.Furnish Type "G" green background with silver-white retroreflective legend Fabricate markers from sheet aluminum with nominal thickness of 0.063".See bridge contract plans for locations of bridge ID markers.See Special Provision 00842 for materials and mounting requirements not shown.

br1

95.dgn 07-12

ODOT

BRIDGE ID MARKER

Bridge ID Marker

Ground line

Post

IN RAIL TRANSITIONBRIDGE ID MARKER

GENERAL NOTES

transitionGuardrail

ODOT

HWY 00

BR 00000MP 00.00

RTE 00

000 000 0000

6"

3"

1"

1"

1"

1"

1"

1"

1"

"

"

"

"

"

"

1

"

1'-6"

1" R

"

1

"

"

Left justify text

horizontally on signCenter logo

all around" Border

3

"

**

*

upon legend required.* May vary depending

for mounting details on wood post.See Dwg. TM570, Alternate 2

RTE HWY MP BR

Telephone number of the appropriate

STRUCTURENAME

Accompanied by dwg. TM570

0000

00.0000000

000 000 0000

STRUCTURENAME

horizontally on signCenter block text

block text horizontally on sign)Agency Dispatch Center (center

Block text

See Bridge ID Marker Chart in Structure Plans for filling out block text. Use same hole pattern for mounting on concrete surface.Provide four " dia mounting holes, pattern to match post. Text and numbers are Type B font. according to 02910.Furnish Type "G" green background with silver-white retroreflective legend Fabricate markers from sheet aluminum with nominal thickness of 0.063".See bridge contract plans for locations of bridge ID markers.See Special Provision 00842 for materials and mounting requirements not shown.

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