7-02.3 Mifflin TISIP STR Plan.PDF

(TYP.)

1'-0" BAFFLE

6" X 6" CHAMFER

(TYP.)

(TYP.)

T Y

P

(TYP.)

(TYP.)

BOARD AT JOINTS ONLY.

MEMBRANE PROTECTIVE

AGGREGATE BEDDING

OR PENNDOT NO. 2A COARSE

** 2'-0" MIN. AASHTO NO. 8

INSTALLED ON BRIDGE DECKS

LIMITS OF MEMBRANE WATERPROOFING SYSTEMS

WITH CLASS 3 EXCAVATION

** EXCAVATION FOR BEDDING INCLUDED

4" | FORMED WEEPHOLE)

MATERIAL (TYP. AT EACH

CLASS 1 GEOTEXTILE

AGGREGATE ENCASED IN

1/2 C.Y. NO. 57 COARSE

3/4" x 3/4" CHAMFER (TYP.)

P.G.EL. 572.19

STA. 11+60.65

END STRUCTURES21°38'14"E

BARRIER (TYP.)

PA 3-RAIL BRIDGE

" CLEAR ROADWAY4

22'-0

DATUM: 560

5'-0" MIN. CLR.

STREAMBED

PROPOSED

EL. 570.46

564.46

INV. EL.

EL. 560.96

EL. 570.23

564.23

INV. EL.

EL. 560.73

WINGWALL (TYP.)

PRECAST

O F

B O

X A

T J

O I N

T S

O N

L Y

T

Y P

S U

R F

A C

E S

W

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O N

S I D

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S Y

S T

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S I

N S

T A

L L

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O N

O T

H E

R

L

IM

IT

S

O F

M E

M B

R A

N E

W A

T E

R P

R O

O F

IN

G

CONSTR.� T-478

3.0%

CONCRETE CUT-OFF WALL (TYP.)

1'-0" C.I.P. CLASS A CEMENT

0.81%

T

Y P

AGGREGATE BEDDING

OR PENNDOT NO. 2A COARSE

2'-0" MIN. AASHTO NO. 8

CLEAR

P.G.EL. 572.31

STA. 11+36.91

BEGIN STRUCTURE

"8

14'-3

565.46

STREAMBED EL. 565.23

STREAMBED EL.

(TYP.)(SEE NOTE B)

AND ROCK, CLASS R-4

STREAMBED MATERIAL

CHOKE WITH NATURAL

ROCK, CLASS R-7,

(TYP.)

MIN.

69°

NOTED OTHERWISEEXCEPT AS

TO CONSTR. � T-478 (WEAVER ROAD)

HORIZONTAL DIMENSIONS ARE NORMAL

PROPOSED WATERWAY OPENING: 100.00 S.F.

EXISTING WATERWAY OPENING: 95.00 S.F.

STA. AHEAD

(WEAVER ROAD)

CONSTR. � T-478

11+50.00

T

Y P

"8

14'-3

3.0%

L

A P

T

Y P

DWG: KSB CKD:DSF

SHEET OF1

GENERAL PLAN

20'-0" SPAN X 6'-0" RISE

OVER LITTLE WICONISCO CREEK

T-478 (WEAVER ROAD) STA. 11+48.78

PRECAST REINFORCED CONCRETE BOX CULVERT

DAUPHIN COUNTY

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

MIFFLIN TOWNSHIP

Mark DateMark By Chk'd. DateDescription

REVISIONS

Mark Chk'd. DateRecm'd.

DES:

F I L

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P

L O

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P

M i f f l i n O

R D

B

R I D

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P P e r m i t .d g n

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L S

P

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5'-0"

T

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WING D

WING A

WING B

WING C

W I

C O

N I

S C

O

C R

E E

K

L I

T T

L E

21'-5"

BAFFLE

2 0 4 8 FEET

TELEPHONE LINE

EXISTING OVERHEAD

M

I N

20'-0"

A

BARRIER (TYP.)

PA 3-RAIL BRIDGE

- TYP.

(ROADWAY ITEM)

GUIDE RAIL

TO BE REMOVED (TYP.)

EXISTING STRUCTURE

NOTE A

ADDITIONALLY, GROUT IS INCIDENTAL TO

MATERIAL AND PLACEMENT IS INCIDENTAL TO ROCK, CLASS R-7.

MATERIAL, INCIDENTAL TO ROCK, CLASS R-

TO CLASS 3 EXCAVATION. PLACEMENT OF STORED NATURAL STREAMBED

NATURAL STREAMBED MATERIAL SALVAGING AND STORAGE INCIDENTAL

WITH ROCK, CLASS R-4 AND NATURAL STREAMBED MATERIAL.

CHOKE THE R-7 ROCK, ON TOP OF THE GROUTED R-7 ROCK,

NOTE B:

(TYPICAL EACH SIDE AT INLET END OF STRUCTURE)

NO. 2A COARSE AGGREGATE OR FLOWABLE BACKFILL, TYPE B.

TO 10' FROM END OF BOX) MUST CONSIST OF COMPACTED

SPECIAL BACKFILL IN THIS AREA (FROM END OF WING

NOTE A:

ITEM)(TYP.)

(ROADWAY

GUIDE RAIL

-0.50%

M

I N

CEMENT CONCRETE CURB

1'-6" C.I.P. CLASS AA

(INLET ONLY)

3"x3" CHAMFER

STREAMBED

PROPOSED

11'-4" 11'-4"

"4

28'-6

6" 6"

CEMENT CONCRETE CURB

1'-6" C.I.P. CLASS AA

GRADE

PROFILE

45°

30°

DIMENSIONS ALONG � BOX

1'-1"

STREAMBED

PROPOSED

BAFFLE

IN EACH WALL (TYP.)

OF EVERY OTHER PRECAST SECTION,

4"| FORMED WEEPHOLE AT CENTER

20'-0"

1'-0"1

2 0 2 4 FEET

SECTION A-A

2 0 2 4 FEET

FENCING

EXISTING

2 0 4 8 FEET

(WEAVER ROAD)

BE REMOVED

STRUCTURE TO

EXISTING

BE REMOVED

STRUCTURE TO

EXISTING

DSF

(TYP.)

FENCING

EXISTING

HERBERT, ROWLAND AND GRUBIC INC.

PREPARED BY

369 EAST PARK DRIVE

HARRISBURG, PA. 17111

6/1/10

2/14/23

CLASSIFICATION OF EARTHWORK FOR STRUCTURES

TYPICAL WATERPROOFING & EXPANSION DETAILS

9/30/16

2/19/21

SUPPLEMENTAL DRAWINGS

11/23/22

11/23/22

DESCRIPTION

BC-734M

BC-735M

BC-736MREINFORCEMENT BAR FABRICATION DETAILS

DATE

WALL CONSTRUCTION & EXPANSION JOINT DETAILS

ANCHOR SYSTEMS

BC-798M

BACKFILL AT STRUCTURES

BC-788M

RC-12M

RC-11M

DWG. NO.

10/7/24BC-706M

11/1/22

PA 3-RAIL BRIDGE BARRIER

MECHANICAL CONN. DETAILS PRECAST R.C. BOX CULVERT

A

AND ROCK, CLASS R-4

STREAMBED MATERIAL

CHOKED WITH NATURAL

R-7 & ROCK, CLASS R-7

ROCK, GROUTED, CLASS

CLASS R-7

ROCK, GROUTED

AND ROCK, CLASS R-4

STREAMBED MATERIAL

CHOKE WITH NATURAL

ROCK, CLASS R-7,

STA. 11+48.78

� CULVERT

TYPICAL BOX SECTION

ELEVATION

PLAN

T

Y P

CLASS R-7 (TYP.)

ROCK, GROUTED

BMS STR. ID: 22-7212-9007-0589 BRKEY: 71020

L-666

(REQ'D. & PROVIDED)

DRAWINGS

+SUPPLEMENTAL

K. ROCK, CLASS R-4

ATURAL STREAMBED

TO ROCK, CLASS R-7.

K. ROCK, CLASS R-4

09/30/2025

REVISIONS

Mark By Chk'd. DateDescription

REVISIONS

Mark By Chk'd. DateDescription

REVISIONS

Mark By Chk'd. DateDescription

SHEET OF

DES: DWG:

Recm'd.

DSF

KSB CKD:

PROVIDE GALVANIZED THREADED INSERTS, BOLTS, WASHERS, AND CONNECTION PLATES (INCIDENTAL TO

REINFORCEMENT BARS IN FOOTINGS, CURB WALLS AND WHERE BENDING OR WELDING OF

A HIGHER CLASS OF CONCRETE MAY BE SUBSTITUTED FOR A LOWER CLASS AT NO ADDITIONAL COST

A 996/A 996M, AND A 706/A 706M. DO NOT WELD GRADE 60 REINFORCING STEEL BARS UNLESS

PRECAST BOX CULVERT). THREADED INSERTS ARE TO BE INCORPORATED INTO THE PRECAST UNITS BY

USE EPOXY BONDING COMPOUND WHEREVER CAST-IN-PLACE CEMENT CONCRETE COMES IN

THE FABRICATOR.

TO THE OWNER.

PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS OF ASTM A 615/A 615M, PROVIDE ATTACHMENTS ON EACH INSIDE CORNER FOR PULLING ADJACENT SEGMENTS SNUG DURING PLACEMENT.

PROVIDE ALL NECESSARY BRACING AND SUPPORTS.

APPLY PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS)

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFE ERECTION OF ALL STRUCTURES.

CONTRACTOR TO ERECT PRECAST COMPONENTS IN ACCORDANCE WITH THE MANUFACTURERS

RECOMMENDATIONS AS SHOWN ON THE APPROVED SHOP DRAWINGS/INSTALLATION DRAWINGS.

TO FRONT FACE, TOP, AND REAR FACE OF CURBS.

MAXIMUM ALLOWABLE FOUNDATION PRESSURE = 2.0 TONS/SQ. FT. (PRESUMPTIVE VALUE),

AT SERVICE LOAD LEVELS.

IN GEOTEXTILE, CLASS 1 AT EACH WEEPHOLE.

ABOVE THE BOTTOM SLAB. PROVICE 1/2 C.Y. OF NO. 57 COARSE AGGREGATE WRAPPED

COORDINATE, LOCATE AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE UTILITIES IN

ACCORDANCE WITH PUBLICATION 408, SECTIONS 105.06 AND 107.12

UTILITY NOTES

CONTACT WITH PRECAST CEMENT CONCRETE. THE EPOXY BONDING COMPOUND IS

TYPE 2, GRADE 2, AS DESCRIBED IN ASTM-C881-90.

NOTIFY THE REGIONAL HEADQUARTERS OF THE FISH & BOAT COMMISSION PRIOR TO CONSTRUCTION AND

(717) 486-7087

1704 PINE ROAD

COOPERATE DURING CONSTRUCTION.

SOUTHCENTRAL REGIONAL OFFICE

INCLUDES SURFACE AREA DENSITY OF 30 POUNDS PER SQUARE FOOT FOR FUTURE WEARING SURFACE.

DESIGN IS IN ACCORDANCE WITH THE LOAD AND RESISTANCE FACTOR DESIGN METHOD (LRFD).

PROVIDE PRECAST BOX SECTIONS AND PRECAST WINGWALLS HAVING A MINIMUM F'c OF 5,000 P.S.I.

DO NOT EXCEED A 2-FOOT DIFFERENCE IN FILL ELEVATION ON THE SIDES DURING PLACEMENT

OF THE BACKFILL. DO NOT ALLOW THE WHEELS OF ROLLERS TO COME CLOSER THAN 1 FOOT

ALL DIMENSIONS SHOWN ARE HORIZONTAL EXCEPT AS NOTED.

GENERAL

PROVIDE 2-INCH CONCRETE COVER ON REINFORCEMENT BARS EXCEPT AS NOTED.

DESIGN LIVE LOADS

DESIGN SPECIFICATIONS

DEAD LOADS

PRECAST BOX CULVERT/WINGWALLS AND POST-TENSIONING

CONSTRUCTION SPECIFICATIONS

LOCATE GROUT TUBES NEAR ENDS OF UNITS FOR PRESSURE GROUTING PROCEDURES.

BOX CULVERT, INCLUDING POST-TENSIONING REQUIREMENTS.

GENERAL NOTES

REFER TO SECTION 1085 OF PUBLICATION 408 AND BC-798 FOR THE CONSTRUCTION OF THE PRECAST

FOR THE PRECAST WINGWALLS FOR REVIEW AND APPROVAL. THE DESIGN CALCULATIONS MUST

LIVE LOAD DISTRIBUTION IS BASED ON THE AASHTO EQUIVALENT STRIP METHOD.

PRECAST FABRICATOR MUST SUBMIT DESIGNS SHOWING REQUIRED DIMENSIONS AND REINFORCING

P.G. = PROFILE GRADE

W.P. = WORKING POINT

I.F. = INSIDE FACE

SPECIFIED. GRADE 40 REINFORCING STEEL BARS MAY BE SUBSTITUTED WITH A PROPORTIONAL INCREASE

IN CROSS-SECTIONAL AREA, IF APPROVED BY THE ENGINEER. DO NOT USE RAIL STEEL A 996/A 996M

TO THE FACE OF THE STRUCTURE DURING COMPACTION OF THE BACKFILL.

REINFORCEMENT BARS IS INDICATED.

CONSTRUCTION DETAILS OTHER THAN THOSE SHOWN WILL CONFORM TO THE DEPARTMENT'S

STANDARD DRAWINGS.

R.F. = REAR FACE

RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED.

STAKE-OUT PLAN AND GENERAL NOTES

STAKE-OUT PLAN

NOT TO SCALE

SECTION 1108.

PROVIDE POST TENSIONING OPERATIONS AND MATERIALS IN ACCORDANCE WITH PUBLICATION 408, F.F. = FRONT FACE O.F. = OUTSIDE FACE

BARS AT NO ADDITIONAL COST TO THE OWNER.

GALVANIZED REINFORCING STEEL BARS MAY BE SUBSTITUTED FOR EPOXY-COATED REINFORCING STEEL

NEWVILLE, PA 17241

DSF

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B L

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PROVIDE WEEPHOLE AT CENTER OF EVERY OTHER PRECAST SECTION IN EACH WALL, 2'-6"

BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.

THE PRECAST FABRICATOR MUST PROVIDE A LOAD RATING TABLE FOR THE AS BUILT PRECAST BOX

INCREASE REINFORCEMENT ACCORDINGLY.

ON THESE DRAWINGS. FABRICATOR MUST CHECK LIFTING STRESSES OF ALL UNITS AND IF NECESSARY

PRECAST BOX CULVERTS SHALL BE FABRICATED USING DIMENSIONS AND REINFORCING AS SHOWN

CULVERTS IF THE REINFORCEMENT DEVIATES FROM THAT INDICATED.

D1.5M/D1.5: 2015), AND CONTRACT SPECIAL PROVISIONS.

(USE AASHTO/AWS D1.1/D1.1M: 2015 FOR WELDING NOT COVERED IN AASHTO/AWS

PUBLICATION 408/2020, AASHTO/AWS D1.5M/D1.5:2015 BRIDGE WELDING CODE

PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH SPECIFICATIONS,

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

DAUPHIN COUNTY

SUPPLEMENTED BY DESIGN MANUAL, PART 4, DECEMBER 2019 (INCLUDING LATEST REVISIONS).

THE FOLLOWING LEGEND APPLIES TO ALL DRAWINGS:

USE CLASS A CEMENT CONCRETE IN BAFFLES AND CUT-OFF WALLS.

EPOXY COAT ALL REINFORCEMENT.

AASHTO, LRFD BRIDGE DESIGN SPECIFICATIONS 2017 EIGHTH EDITION AND AS

PHL-93, P-82 AND P2016-13

CHAMFER EXPOSED CONCRETE EDGES 3/4 INCH BY 3/4 INCH, EXCEPT AS NOTED.

FOUNDATION NOTES

EXCAVATIONS ARE DRY ENOUGH FOR INSPECTION AND CONSTRUCTION.

RESPONSIBLE FOR PROVIDING SUFFICIENT DEWATERING, IF NECESSARY SO THAT

IS RESPONSIBLE FOR THE STABILITY OF ALL EXCAVATED SLOPES. THE CONTRACTOR IS

PERFORM ALL EXCAVATIONS IN ACCORDANCE WITH OSHA REQUIREMENTS. THE CONTRACTOR

ENGINEER TO ALLOW FOR BEARING MATERIAL INSPECTION.

PROVIDE A MINIMUM OF 24 HOURS NOTICE, PRIOR TO FOUNDATION EXCAVATION, TO THE

W.P.#1

W.P.#2

W.P.#5

W.P.#7

30°

W A

L L

C U

L V

E R

T

I

F

W.P.#3

(TYP.)

F.F. WINGWALL

(TYP.)

CULVERT

O.F. OF

EPOXY-COAT ALL REINFORCING BARS.

A REGISTERED PROFESSIONAL ENGINEER.

SUBMIT POST-TENSIONING COMPUTATIONS AND SEQUENCE FOR APPROVAL. BOTH MUST BE SEALED BY

STAGING, SPACING AND POST-TENSION FORCE TO BE SHOWN ON FABRICATORS SHOP DRAWINGS.

MINIMUM PRECAST BOX SECTION LENGTH = 5'-4" (+) FOR AS DESIGNED BOX.

AND FILL WITH NON-SHRINK GROUT.

CLEAR FROM OUTSIDE FACE OF CONCRETE AND COAT RECESS WITH EPOXY BONDING COMPOUND

AFTER POST-TENSIONING IS APPROVED, CUT STRANDS TO PROVIDE A MINIMUM OF 2½"

20'-0" SPAN X 6'-0" RISE

OVER LITTLE WICONISCO CREEK

T-478 (WEAVER ROAD) STA. 11+48.78

PRECAST REINFORCED CONCRETE BOX CULVERT

MIFFLIN TOWNSHIP

S21°38'14"E

CLEAR

STA. 11+48.78

� CULVERT

69°

STA. AHEAD

(WEAVER ROAD)

CONSTR. � T-478

WING D

WING B

WING C

20.0'

STA. 11+38.07

W.P. #4

WING A

W.P.#6

W.P.#9

W.P.#8

W.P.#10

W.P.#12

W.P.#14W.P.#13

45°

STA. 11+59.49

W.P. #11 11+50.00

USE CLASS AA CEMENT CONCRETE IN CURBS AND COLLARS.

L-666

BRKEY: 71020BMS STR. ID: 22-7212-9007-0589

20'-0" SPAN X 6'-0" RISE

OVER LITTLE WICONISCO CREEK

T-478 (WEAVER ROAD) STA. 11+48.78

PRECAST REINFORCED CONCRETE BOX CULVERT

DAUPHIN COUNTY

MIFFLIN TOWNSHIP

REVISIONS

Mark By Chk'd. DateDescription

REVISIONS

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REVISIONS

Mark By Chk'd. DateDescription

SHEET OF

DES: DWG:

Recm'd.

DSF

KSB CKD:

RATING NOTES:

AASHTO EQUIVALENT STRIP METHOD

P-82

PRECAST CONCRETE BOX CULVERT LOAD RATINGS (TONS)

LIMIT STATE

RATING FACTOR

CRITICAL LOCATION

RATING FACTOR

RATING (TONS)

RATING (TONS)

LIVE LOAD DISTRIBUTION METHOD:

DESIGN & ANALYSIS METHOD:

INVENTORY RATING

CRITICAL LOCATION

LIMIT STATE

(OR)

(IR)

OPERATING RATING

LOAD & RESISTANCE FACTOR DESIGN (LRFD)

TK527 PHL-93ML-80H-20 HS-20

QUANTITIES AND LOAD RATINGS

ITEM NO. ITEM UNIT TOTAL

CY(1)

(1)

LS

(1)

(1)

(1)

(1)

CLASS AA CEMENT CONCRETE

CY

CY

SY

CY

8510-0001

(1)

CY

(1)

SELECTED BORROW EXCAVATION, STRUCTURE BACKFILL

(1)

EA

CLASS 3 EXCAVATION

LF

CY

NO. 57 COARSE AGGREGATE (3)

CLASS A CEMENT CONCRETE

APPROXIMATE QUANTITIES - STRUCTURE AS DESIGNED

LS

(1) CY

SY(1)

ON BRIDGE DECKS

MEMBRANE WATERPROOFING SYSTEMS INSTALLED

(1)

(1)

20'-0" x 6'-0" PRECAST R.C. BOX CULVERT SEGMENTS

ON OTHER SURFACES (5)

MEMBRANE WATERPROOFING SYSTEMS INSTALLED

LF

SY

TON

V A

R

IE

S

4'-0"

WEEPHOLE

NOT TO SCALE

DRAIN DETAIL

PREFORMED

AGGREGATE OR FLOWABLE BACKFILL

TOP OF COMPACTED NO. 2A COARSE

AGGREGATE OR FLOWABLE BACKFILL.

AREAS REQUIRING COMPACTED NO. 2A COARSE

NOTE: ONLY USE PREFORMED DRAIN IN BACKFILL

TO SPECIAL BACKFILL)

TO PUB. 408 SEC. 623.2(a)(INCIDENTAL

2" THICK PREFORMED DRAIN CONFORMING

NOT TO SCALE

PRECAST REINFORCED CONCRETE WINGWALLS

LBS(1) REINFORCEMENT BARS, EPOXY COATED

(PENETRATING SEALERS) (4)

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES

SPECIAL BACKFILL (2)

OR WINGWALL

REAR FACE OF CULVERT

SPECIAL BACKFILL DETAIL AT INLET END

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T.S. T.S.

STR-I

T.S.

STR-I STR-I

WALL 1

STR-I

WALL 1

STR-I

T.S. T.S.T.S. WALL 1 WALL 2 WALL 2

STR-II STR-II STR-II STR-II STR-IA STR-II

33.57 48.60 58.66

1.68 (M) 1.33 (M) 1.16 (M)1.68 (M)

43.51

2.18 (M) 2.18 (M) 1.72 (M) 1.90 (M) 1.50 (M) 1.29 (M)

78.33 63.00 76.04 ---

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

WALL 1

STR-II

1.29 (M)

212.59

P2016-13

1.5

2'-0"

BACKFILL PER RC-12M.

TYPICAL STRUCTURE

SEE PLAN AND NOTE A, SHEET 1.

OR FLOWABLE BACKFILL, TYPE B.

COMPACTED NO. 2A COARSE AGGREGATE

SPECIAL BACKFILL CONSISTING OF

BOX INVERT

PRECAST BOX

1.5

AND NOTE A, SHEET 1.

BACKFILL, TYPE B. SEE PLAN

AGGREGATE OR FLOWABLE

OF COMPACTED NO. 2A COARSE

SPECIAL BACKFILL CONSISTING

WINGWALLCULVERT

BACKFILL PER RC-12M.

TYPICAL STRUCTURE

WINGWALL

PRECAST

BOX INVERT

1'-0"

1'-0"

� CULVERT

FLOW

NOT TO SCALE

SEGMENT LAYOUT PLAN

(1)

(LEVELING), 4.75 MM MIX, SRL-L

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE

COARSE AGGREGATE FOR BEDDING (NO. 8 OR NO. 2A)

1.47 (M)

60.42

131.93

ADTT :

ADTT :

69°

I.F. WALL (TYP.)

DSF

AS DESIGNED, T-478 WEAVER ROAD

PRECAST REINFORCED CONCRETE BOX CULVERT,

PA 3 - RAIL BRIDGE BARRIER

(5) INCLUDES 15 S.Y. OF MEMBRANE PROTECTIVE BOARD.

(4) APPLY TO INSIDE FACE, TOP SURFACE AND OUTSIDE FACE OF CONCRETE CURBS AND COLLARS.

IS INCIDENTAL TO NO. 57 COARSE AGGREGATE.

(3) AT WEEPHOLES, GEOTEXTILE, CLASS 1 REQUIRED FOR ENCASEMENT

(2) COMPACTED NO. 2A COARSE AGGREGATE, OR FLOWABLE BACKFILL, TYPE B.

(1) ITEMS IN STRUCTURE LUMP SUM ITEM 8510-0001 GIVEN FOR INFORMATION ONLY.

UNKNOWN

UNKNOWN

8. FUTURE WEARING SURFACE (FWS) IS INCLUDED IN THE RATINGS ABOVE.

DESIGN & RATING PROGRAM (VERSION 2.10.0.0).

7. RATINGS SHOWN WERE OBTAINED FROM PENNDOT'S LRFD BOX CULVERT

FOR MOMENT AND SHEAR.

6. LANE LOADING APPLIED IN ACCORDANCE WITH THE AASHTO SPECIFICATIONS

5. RATINGS COMPUTED USING THE LOAD AND RESISTANCE FACTOR DESIGN METHOD.

4. B.S. DENOTES BOTTOM SLAB.

3. T.S. DENOTES TOP SLAB.

2. (S) DENOTES CRITICAL RATING VALUE GOVERNED BY SHEAR.

1. (M) DENOTES CRITICAL RATING VALUE GOVERNED BY MOMENT.

BMS STR. ID: 22-7212-9007-0589 BRKEY: 71020

REVISIONS

Mark By Chk'd. DateDescription

REVISIONS

Mark By Chk'd. DateDescription

SHEET OF

DES: DWG:

Recm'd.

DSF

KSB CKD:

* EL. 'A' TO MATCH ADJACENT TOP OF CURB ELEVATION.

TABLE OF WING DIMENSIONS

EL.'A'* EL. 'B'

B

C

LENGTHWING

NOT TO SCALE

1¼" (MIN.)

1'-0"

(MIN.)

PROTECTIVE BOARD

MEMBRANE WATERPROOFING

NOT TO SCALE

2" (MAX.)(TYP.)

SEC. 1085.2 (m)

(BOTH FACES ALL AROUND)

SPONGE GASKET

CLOSED CELL NEOPRENEINSIDE FACE OF WALL

OF WALL

OUTSIDE FACE

TENSIONING STRAND

PVC DUCT FOR POST

SEALING OF THE DUCT.

PORTION OF THE JOINT SO AS TO PROMOTE

OF REINFORCEMENT TO AVOID THE SLOPED

THE WALL OR SLAB ANYWHERE BETWEEN LAYERS

POST TENSIONING DUCTS MAY BE PLACED WITHIN

EL. 'C'

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R

P L

O T

D R

I V

E R

P L

T D

R V

L

P

E N

T B

L S

P

E N

T A

B L

E

A

WINGWALL

PRECAST

1'-0" LEVEL

EL. 'B'

LENGTH

EL. 'A'

3'-0"

EL.'C'

WEEPHOLE

4"| FORMED

1'-6"

WIDTH

1'-6"

1'-6"

5"

CLR.

1"

CLR.

1"

CLR.

1"

(TYP.)

REINFORCEMENT

TRANSVERSE

(TYP.)

REINFORCEMENT

LONGITUDINAL

RECESS

POST TENSION

4"x5"x6¾"

DETAIL A

NOT TO SCALE

RECESS

POST TENSION

4"x5"x6¾"

DUCT

POST TENSION

OF WALL REINF.

OUTSIDE FACE

BLOCKOUT

BEYOND P/T

OF WALL REINF.

INSIDE FACE

SIDEWALL

WHEN P/T POCKET IS REQ'D.

REINF. AT END OF SECTION

EXTEND TO EXISTING

REINFORCEMENT BAR TO

#4 @ 12" DIAGONAL

SLAB

DETAIL A

SEE

ELEVATION

X

X

HAUNCH

POST-TENSIONING DUCT

SCH. 40 PVC

1½" DIA. OR 2" DIA.

SECTION X-X

TYPICAL HAUNCH DETAIL AT P/T POCKET

WATERPROOFING

MEMBRANE

WATERPROOFING DETAIL

NOT TO SCALE

OF BOX

TOP SLAB

NOT TO SCALE

ENCASED IN CLASS 1 GEOTEXTILE MATERIAL.

PROVIDE ½ C.Y. NO. 57 COARSE AGGREGATE

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

9'-0"

DAUPHIN COUNTY

6¾"

1" MIN. TO 1½" MAX.

572.66

572.54

572.50

570.50

570.50

570.50

568.00

568.00

567.50

GROUND

FIN.

WING

END OF

4.75 MM MIX, SRL-L

COURSE (LEVELING),

COURSE, WMA WEARING

PRECAST WINGWALL ELEVATION

(WINGS A & C SHOWN - WING B & D IS OPPOSITE HAND)

D 1'-6" 572.61 568.50 567.00

DSF

½" ASPHALT PAVEMENT WEARING

BOX CULVERT JOINT DETAIL

JOINT

EXPANSION

½" FLUSH

EL. 560.73 (WINGS A & B)

EL. 560.96 (WINGS C & D)

COLLAR

C.I.P. CONCRETE

PRECAST DETAILS

20'-0" SPAN X 6'-0" RISE

OVER LITTLE WICONISCO CREEK

T-478 (WEAVER ROAD) STA. 11+48.78

PRECAST REINFORCED CONCRETE BOX CULVERT

MIFFLIN TOWNSHIP

1'-1" 1'-1"

22'-2"

C L

R

C L

R

C L

R

C L

R

TYPICAL BOX SECTION REINFORCEMENT

1 0 1 2 3 FEET

(TYP.)

6" X 6" CHAMFER

½

½

½

1½"

TYPICAL BOX SECTION ON SHEET 1.

FOR ADDITIONAL DETAILS, SEE

#5@12" (BOT.)

#4@12" (TOP)

#6@12"

#6@12"

#7@6"

#7@6"

#4@6"

T

Y P

E F

#4@12" (TOP & BOT.)

#5 BAR

#5 BAR

#4 BAR#4 BAR

R I S

E

#7@6"

(TYP.)

CLR.

(TYP.)

CHAMFER

¾"x¾"

COATED.

TO BE EPOXY

REINFORCEMENT

ALL BOX

NOTE:

20'-0"

STRAND - SEE BC-798M (TYP.)

½" DIA. POST TENSIONING

POST TENSIONING DUCT FOR

1½" DIA. OR 2" DIA. PVC

MATERIAL

ROADWAY

SLAB AND WALLS

> 3" FOR TOP SLAB, BOTTOM

SLAB AND WALLS

> 3" FOR TOP SLAB, BOTTOM

NOTE: ALL LONGITUDINAL AND SHEAR REINFORCEMENT TO BE PARALLEL TO ROADWAY BASELINE.

TO ROADWAY BASELINE

** DIMENSIONS GIVEN ARE PARALLEL

* NORMAL CLEAR

#4@6"

" **16

1'-2

" **16

6'-5

10 - #4'S

EQ. SPA.

" **16

1'-2

" **8

4'-3

6 - #4'S

EQ. SPA.

6'-5" (TYP.)**

3'-2" LAP

(TYP.)**

#7@6"

9'-0"

9'-0"

9'-0"

REVISIONS

Mark By Chk'd. DateDescription

REVISIONS

Mark By Chk'd. DateDescription

SHEET OF

DES: DWG:

Recm'd.

DSF

KSB CKD:

DSF

F I L

E N

A M

E

S

E P

P

L O

T T

E D

P

M i f f l i n O

R D

B

R I D

G E

I n l e t .d g n

T

I M

E

U

S E

R

P L

O T

D R

I V

E R

P L

T D

R V

L

P

E N

T B

L S

P

E N

T A

B L

E

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

DAUPHIN COUNTYDAUPHIN COUNTY

INLET END DETAILS

AHEAD

STATIONS

SECTION B-B

1 0 1 2 3 FEET

PLAN - INLET END OF BOX

1 0 1 2 3 FEET

SECTION A-A

E

W

3-EW604

3-EW601

EL. 572.61 EL. 572.50

B B

C C

@ EQ. SP.

3-EW601

3-EW604

(TYP.)

THREADED INSERT

I.F. CULVERT WALL

@ 12" (TYP.)

BOLTS WITH WASHERS

⅝" | THREADED

@ 12" (TYP.)

BOLTS WITH WASHERS

⅝" | THREADED

(TYP.)

THREADED INSERT

1 0 1 2 3 FEET

SECTION C-C

EW303

EW303

@ EQ. SP.

3-EW601

-E

W

20'-0" SPAN X 6'-0" RISE

OVER LITTLE WICONISCO CREEK

T-478 (WEAVER ROAD) STA. 11+48.78

PRECAST REINFORCED CONCRETE BOX CULVERT

MIFFLIN TOWNSHIP

A

W.P. 9

F.

F.

WI

NGWAL

L

W.P. 8

30°

½

FL

USH

EXP.

J

T.

9' -0

W.P. 10

F.F. CURB

BARRIER

O.F.

WALL

CULVERT

1'-1"

BOX

END OF

"4 125'-4

5'-1"5'-1""8 12'-6

"8

5'-1" "8 12'-6

"8

WALL

CULVERT

1'-1"

A

W.P. 6

W.P. 5

½

F L

U S

H

E X

P

J

T

F

F

W I

N G

W A L L

W.P. 7

1'-6" 30°

5'-1"

C U

R B

C .I

.P

1 0 1 2 3 FEET

� CULVERT

"4 125'-4

5'-1"5'-1""8 12'-6

"8

5'-1" "8 12'-6

"8

5'-1"

O.F. CULVERT WALL

O.F. CULVERT WALL

4"4"

APPLIES HERE

TOP OF CURB ELEVATION

APPLIES HERE

ELEVATION

TOP OF CURB

6-EC601

3-EW604

3-EW604

@ EQ. SP.

3-EW601

EW303

EW303

@ EQ. SP.

3-EW601

4"4" 4"4" 4"4" 4"4"

@ 9"

2 SPA.

@ 9"

2 SPA.

@ 9"

2 SPA.

EQ.

2 SPA.

EQ.

2 SPA.

@ 9"

2 SPA.

@ 9"

2 SPA.

EQ.

2 SPA.

@ 9"

2 SPA.

@ 9"

2 SPA.

EQ.

2 SPA.

@ 9"

2 SPA.

3-EW604

I.F. CULVERT WALL

" 6

1' -1

3-EW604

3-EW601

3-EC407 (TOP)

3-EC404 (F.F)

3-EC402 (R.F.)

20-EC406 (TOP)

20-EC404 (F.F)

20-EC402 (R.F.)

3-EC407 (TOP)

3-EC404 (F.F)

3-EC402 (R.F.)

2 SPA. @ 8"7"2 SPA. @ 8" 7"

REVISIONS

Mark By Chk'd. DateDescription

REVISIONS

Mark By Chk'd. DateDescription

SHEET OF

DES: DWG:

Recm'd.

DSF

KSB CKD:

DSF

F I L

E N

A M

E

J U

L

P

L O

T T

E D

P

M i f f l i n

O

R D

B

R I D

G E

O u t l e t .d g n

T

I M

E

U

S E

R

P L

O T

D R

I V

E R

P L

T D

R V

L

P

E N

T B

L S

P

E N

T A

B L

E

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

DAUPHIN COUNTYDAUPHIN COUNTY

OUTLET END DETAILS

1 0 1 2 3 FEET

SECTION B-B

1 0 1 2 3 FEET

PLAN - OUTLET END OF BOX

1 0 1 2 3 FEET

SECTION A-A

E

W

3-EW605

3-EW602

E

W

B B

C C

1 0 1 2 3 FEET

SECTION C-C

EL. 572.54EL. 572.66

20'-0" SPAN X 6'-0" RISE

OVER LITTLE WICONISCO CREEK

T-478 (WEAVER ROAD) STA. 11+48.78

PRECAST REINFORCED CONCRETE BOX CULVERT

MIFFLIN TOWNSHIP

45°

5'-1"5'-1"

"4

25'-4

"8

2'-6

"8

WALL

CULVERT

1'-1"

WALL

CULVERT

1'-1"

1' -6

W.P. 13

W.P. 12

A

F

F

W I

N G

W A

L L9

½

F L

U S

H

E X

P

J

T

C U

R B

C I P

BARRIER

O.F.

BOX

END OF

W.P. 1

F F

W I

N G

W A L L

½

F L

U S

H

E

X P

J T

W.P. 2

A

W.P. 3

F.F. CURB

5'-1" 5'-1" "8

2'-6

"8

W.P. 14

AHEAD

STATIONS

� CULVERT

"4

25'-4

5'-1" 5'-1" "8

2'-6

"8

5'-1""8

2'-6

"8

5'-1"

CULVERT WALL

O.F.

O.F. CULVERT WALL

4" 4"

APPLIES HERE

TOP OF CURB ELEVATION

APPLIES HERE

ELEVATION

TOP OF CURB

6-EC601

3-EW605

3-EW605

@ EQ. SP.

3-EW602

EW303

EW303

@ EQ. SP.

3-EW602

4" 4"4" 4"4" 4"4" 4"

@ 9"

2 SPA.

@ 9"

2 SPA.

@ 9"

2 SPA.

EQ.

2 SPA.

EQ.

2 SPA.

@ 9"

2 SPA.

@ 9"

2 SPA.

EQ.

2 SPA.

@ 9"

2 SPA.

@ 9"

2 SPA.

EQ.

2 SPA.

@ 9"

2 SPA.

@ EQ. SP.

3-EW602

3-EW605

(TYP.)

THREADED INSERT

I.F. CULVERT WALL

@ 12" (TYP.)

BOLTS WITH WASHERS

⅝" | THREADED

EW303

@ EQ. SP.

3-EW602

3-EW605

(TYP.)

THREADED INSERT

I.F. CULVERT WALL

WASHERS @ 12" (TYP.)

BOLTS WITH

⅝" | THREADED

EW303

3-EW605

3-EW602

2 SPA. @ 8" 7"

3-EC407 (TOP)

3-EC405 (F.F)

3-EC403 (R.F.)

20-EC406 (TOP)

20-EC405 (F.F)

20-EC403 (R.F.)

3-EC407 (TOP)

3-EC405 (F.F)

3-EC403 (R.F.)

2 SPA. @ 8"7"

REVISIONS

Mark By Chk'd. DateDescription

REVISIONS

Mark By Chk'd. DateDescription

SHEET OF

DES: DWG:

Recm'd.

DSF

KSB CKD:

SECTION F-F

1'-0"

2'-1"

FEMALE END

MECHANICAL

SPLICE

TO STANDARD BOX REINFORCEMENT.

PRECAST BOX BY THE FABRICATOR.

REINFORCEMENT IS IN ADDITION

NOTE: S1, S2, AND S3 BARS TO BE

INCORPORATED INTO TOP SLAB OF

ANCHOR BOLT BAR DETAIL

NOT TO SCALE

R=2" R=2"

SPLICE

S1 BAR

FEMALE END

MECHANICAL

6"

3'-10"

S2 BAR

#6

#4

S3 BAR

NOT TO SCALE

#4

TOP SLAB REINF. BAR DETAILS

1212 0 INCHES

R=2¼"

8½"

8½"

DSF

F I L

E N

A M

E

A

U G

P L

O T

T E

D

P

M i f f l i n

O

R D

B

R I D

G E

R e b a r .d g n

T

I M

E

U

S E

R

P L

O T

D R

I V

E R

P L

T D

R V

L

P

E N

T B

L S

P

E N

T A

B L

E

2"

CLR. C

L

R

INSERT

½"| THREADED

EB502

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

FABRICATOR.

PRECAST BOX BY THE

BE INCORPORATED IN

THREADED INSERTS TO

DAUPHIN COUNTY

HOOKS 180°)

ALTERNATING

(ROTATE

EB501 @ 9"

DAUPHIN COUNTY

C.I.P. DETAILS & REBAR SCHEDULE

20'-0" SPAN X 6'-0" RISE

OVER LITTLE WICONISCO CREEK

T-478 (WEAVER ROAD) STA. 11+48.78

PRECAST REINFORCED CONCRETE BOX CULVERT

MIFFLIN TOWNSHIP

LENGTHMARK SIZE NUMBER TYPE A B C D REMARKS

PREFIX "E" DENOTES EPOXY-COATED BARS.

A

B E

B

C

A

D

TYPE 6

TYPE 4

REFER TO STANDARD DRAWING BC-736M.

A C

B

TYPE 26

135° 135°

TW401

TW402

4 12 23'-5" STR.

4 50 5'-2" 6 8" 1'-9"

EB502

EB501

5 4

STR.21'-1"

10" 4"6"

STR.

STR.

EC601

EC405

12 25'-1"

EC402

EC403

EC404 4

4 26

STR.

4½"

1'-4"4½"

1'-9"6" E=6"

OR WELDING OF REINFORCEMENT IS INDICATED.

FOR REINFORCEMENT BAR FABRICATION DETAILS,

DO NOT USE RAIL STEEL (A996/A996M) WHERE BENDING

1'-1"

1'-5½"

LENGTHMARK SIZE NUMBER TYPE A B C D REMARKS

CURBS

LENGTHMARK SIZE NUMBER TYPE A B C D REMARKS

BAFFLES

TOE WALLS

REBAR SCHEDULE

THREAD LEG "A" 3"

1'-4"

1'-1"

4 26 1'-2"4½" 4½"1'-11"40EC406

THREAD ONE END 3"

THREAD LEG "B" 3"

EW601

12'-1"6

11'-10"6

EW602

LENGTHMARK SIZE NUMBER TYPE A B C D REMARKS

COLLAR

4 3'-0"8'-10"

THREAD ONE END 3"

THREAD LEG "B" 3"

8'-9"54EW303 3 STR. TIES-BEND & CUT IN FIELD

9'-1" 4 3'-0"

1'-8½"

9'-6"6EW604 6 1

9'-9"6EW605 6 1 8"9'-1"

8"8'-10"

4 26 1'-3"4½" 4½"2'-0"12EC407

0"

0"

R=2¼"

5-S1 @ 11" SPA.

5" 5"

S2 @ 9" SPA.

S3 @ 9" SPA.

8"

2"

CLR.

BAR DETAIL

SEE ANCHOR BOLT

#6, 4 EACH POST

PA 3-RAIL BRIDGE BARRIER DETAIL

0 12 INCHES

(@ EACH POST)

BE EPOXY COATED.

ALL BARS SHOWN ARE TO

NOTE:

ALIGNMENT.

SPLICES. ENSURE PROPER PLACEMENT AND

INSTALL ANCHOR BOLTS IN THE MECHANICAL

PRIOR TO CONSTRUCTING HEADWALL/CURB

NOTE:

GUTTER LINE

T O

P S

L A

B O

F P

R E

C A

S T

C O

N C

R E

T E

B O

X C

U L

V E

R T

V

A R

IE

S

TOP OF CURB ELEVATIONS

NEAR LEFT FAR LEFT NEAR RIGHT FAR RIGHT

C E

M E

N T

C O

N C

.C U

R B

C .I

.P C

L A

S S

A A

6"

1'-6"

(4 PER POST)NUTS

PLAIN WASHERS AND HEX

BOLTS W/ LEVELING NUTS,

GRADE 105, GALV ANCHOR

⅞"| ASTM A449 OR F1554,

572.61 572.50 572.66 572.54

EC405 (OUTLET)

EC404 (INLET)

AT INLET ONLY

3"x3" CHAMFER

EC403 (OUTLET)

EC402 (INLET)

WOOD BLOCK

6"x6"x1'-10"

CURB

6""8 53 3"

HEX NUT

HEAD BOLT w/

" DIA.ROUND8

"4

"8 71'-6

"8

RAIL TUBE (TYP.)

HSS 4"x3"x**

ANCHOR BOLT

SPLICE FOR 7/8"

FEMALE END MECH.

#6

BC-706M

RAIL SPECIFICATION TABLE ON

** FOR TUBE THICKNESS SEE TUBE

CONCRETE BOX CULVERT

BOT. SLAB OF PRECAST

TOEWALL DETAIL

(TYP.)

C

L R

2" CLR.

12 0 12 INCHES

1'-0"

TW402 @ 12"

TW401

"4

301'-1 CLEAR ROADWAY

(SEE RC-50M)

TERMINAL CONNECTOR

FACE OF THRIE-BEAM

"8

3"

⅜

" 2

" 8

" 4

" 8

W6x20

3"12"

NUT (TYP.)

LEVELING

1" BASE �

⅜

" 4

RC CURB

EC601

EC407

EC406

B

TYPE 1

A

L-666

BRKEY: 71020BMS STR. ID: 22-7212-9007-0589

1'-6" 2'-0" 1'-6"

CONCRETE BOX CULVERT

BOT. SLAB OF PRECAST

� WEIR & � CULVERT ALONG SKEW

10'-8½" ***

***MEASURED FROM I.F. OF CULVERT ALONG BAFFLE �

"1

EB502

" 3

EB501

INSERT

½"| THREADED*

FABRICATOR.

PRECAST BOX BY THE

BE INCORPORATED IN

THREADED INSERTS TO*

BAFFLE ELEVATION

12 0 12 INCHES

F

F