amendment #1 - attachment b - s37849 final … · d 15 c 11" 1'-0" truss brg...

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SR 7215 SEC 9467

17

Chk'd. Recm'd DateDescriptionMark By

REVISIONS

BERKS COUNTY

OVER MAIDEN CREEK

DES: DR: CHK:

T-787 (LONG ROAD) STA 81+22.58

1-SPAN STEEL PRATT THROUGH TRUSS REPAIRS

S-37849

PREPARED BY:

SUPPLEMENTAL DRAWINGS

LEGEND

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PROFESSIONAL

ENGINEER

REGISTERED

TYLER H. THAI

51651-E

THT THTTMC

HORIZONTAL CURVE

EXISTING STRUCTURE DATA

1DESCRIPTION DWG.NO. RECM'D DATE

(610) 640-3500

Exton, Pennsylvania 19341

600 Eagleview Boulevard, 2nd Floor

81 82

360

370

370

370

370

STA AHEAD PI

E

�

A(RDWY ITEM)

GUIDE RAIL (TYP)

A

155'-0"�A

A

A

A ROAD (T-787)

CONSTR � LONG

A

A

WING A

A

WING B

AWING C

WING D

15'-

9"

A

AO

UT-

TO-

OU

T

13'-

9"

A

AC

UR

B-

TO-

CU

RB

MAI

DE

N

CR

EE

K

BRIDGE ON TANGENT

CLEAR ROADWAY WIDTH = 17'-2"

UNDERCLEARANCE = N/A

SPAN = 153'-0"

TYPE = STEEL PRATT THROUGH TRUSS

STA = 81+22.58

GENERAL PLAN

9 SPA AT 17'-0" = 153'-0"A

A

TYPE 31 STRONG POST GUIDE RAIL

GUIDE RAIL TRANSITION AT END OF STRUCTURE

BACKFILL AT STRUCTURES

CLASSIFICATION OF EARTHWORK FOR STRUCTURES

TYPICAL WATERPROOFING AND EXPANSION DETAILS

BEARINGS

ANCHOR SYSTEMS

SHEETS COMMON TO BLC-562M, 563M, & 564M

STEEL BEAM SUPERSTRUCTURE

DATA ASSEMBLY SHEETS

HARDWOOD GLULAM TIMBER BRIDGE DESIGN

RC-51M

RC-50M

RC-12M

RC-11M

BC-788M

BC-755M

BC-734M

BLC-565M

BLC-564M

BLC-561M

BLC-560M

08-04-17

08-04-17

09-15-16

06-01-10

09-30-16

09-30-16

08-04-17

04-23-13

04-23-13

04-23-13

04-23-13

ONE LANE BRIDGE

0

PLAN

5 5 10 FEET

REVIEWED BY:

A

GLUE-LAMINATED DECK ON STEEL STRINGERS

INDEX OF DRAWINGS

TYP

STA

EL

BITUMINOUS FILLED DECK PANS

DRAWINGS

& SUPPLEMENTAL

A

PA-143

A

EL 377.86

STA 80+46.08

� BRG ABUTMENT 1

BEGIN STRUCTURE &

A

LATERAL BRACING (TYP)EXISTING UPPER

A

� TRUSS (TYP)

A

LEFT TRUSS

A

RIGHT TRUSS

STA 81+22.58

� BRIDGE EL 377.72

STA 81+99.08

� BRG ABUTMENT 2

END STRUCTURE &

VERTICAL CURVE

� TRUSS BRGS (TYP)

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

-0.09%1.18%

EL 377.47

PVC STA 80+13.00

EL 372.24

PVT STA 82+50.00

EL 377.86

PVI STA 80+46.08

EL 377.72

PVI STA 81+99.08

-10.76%

A

205

Harrisburg, Pennsylvania 17111

651 East Park Drive, Suite 105

RK&K

COMPLETENESS OF THE PLANS.

DESIGNER OF FULL RESPONSIBILITY FOR THE ACCURACY AND

AND STANDARDS AND IS NOT INTENDED TO RELIEVE THE

THE DEPARTMENT'S DESIGN AND CONSTRUCTION CRITERIA

THE DESIGN REVIEW IS FOR GENERAL CONFORMANCE WITH

A

FLOORBEAM (TYP)

REAR FACE=

FRONT FACE=

UTILITY POLE=

EXISTING CONTOURS MAJOR=

EXISTING CONTOURS MINOR=

EXISTING OVERHEAD UTILITIES=

EXISTING PROPERTY LINE=

TYPICAL=

STATION=

ELEVATION=

RF

FF

CONCRETE SLAB

CONCRETE SLAB GUIDE RAIL DETAILS

CONCRETE SLAB DETAILS

CONCRETE SLAB PLAN

RIGHT TRUSS REPAIRS

LEFT TRUSS REPAIRS

STRUCTURE MOUNTED GUIDE RAIL

DECK DETAILS

FLOORBEAM AND STRINGER DETAILS

FRAMING PLAN

ABUTMENT 2 END DIAPHRAGM

ABUTMENT 2 REMOVAL LIMITS



TYPICAL SECTIONS

GENERAL NOTES

ELEVATION AND QUANTITIES

GENERAL PLAN

LINE (TYP)

LEGAL RIGHT-OF-WAY

APPROVED FOR STRUCTURAL ADEQUACY ONLY

DATEDISTRICT 5-0 BRIDGE ENGINEER

AMENDMENT #1 - ATTACHMENT B - S37849 FINAL FULL SIZE PLAN SET

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SR 7215 SEC 9467

17


REVISIONS

BERKS COUNTY

OVER MAIDEN CREEK

DES: DR: CHK:



S-37849



3/28/2018

THT THTTMC

A

A

153'-0"A

A

A

A

2

DATUM EL 350.00

05 5 10 FEET

ELEVATION

NOTES:

FOR GENERAL NOTES SEE SHEET 3.

ELEVATION AND QUANTITIES

A

EXISTING GROUND LINE WINGWALL (TYP)

(RDWY ITEM)

GUIDE RAIL

A

ABUTMENT (TYP)

(TO REMAIN)

(TO REMAIN)

ITEM UNIT TOTAL

APPROXIMATE QUANTITIES - BRIDGE STRUCTURE, AS DESIGNED

ITEM NO.

MARK SIZE NUMBER LENGTH TYPE A REMARKS

REINFORCEMENT BAR SCHEDULE

B

1'-0"

6"

9"

6"

1

A A

B

C

C

A B A

*

D

15

C

11"

1'-0"

� TRUSS BRG ABUTMENT 1 � TRUSS BRG ABUTMENT 2

(TYP)

21'-

0"

A

A

PI

N-

TO-

PI

N

A EL 361.60

NORMAL WATER SURFACE

A

A 9'-

6"

ITEM UNIT TOTALITEM NO.

MAXIMUM ADDITIONAL QUANTITIES BASED UPON INSPECTION (7)

ED6202

ED6201

ED5201

ED4204

ED4203

ED4202

ED4201

ED6101

ED5101

ED4104

ED4103

ED4102

ED4101

#6

#6

#5

#4

#4

#4

#4

#6

#5

#4

#4

#4

#4

14

7

5

24

21

2

4

14

4

24

19

2

4

2'-3"

2'-0"

17'-2"

4'-11"

3'-6"

7'-6"

7'-0"

2'-3"

16'-8"

4'-9"

2'-2"

7'-6"

6'-4"

STR

STR

STR

1

15

STR

STR

STR

STR

1

15

STR

STR

1'-1"

2'-6"

1'-3"

1'-2"

ABUTMENT 2

ABUTMENT 1

372

16

VERTICAL CONNECTION PLATE REPLACEMENT *

TRUSS PIN REPLACEMENT *

LB

EA

5056-0003

5056-0002

BACKWALL DOWELS

END DIAPHRAGM DOWELS

BACKWALL DOWELS

D=3"

17'-0"A

A

$50,000

16

LS

LS

1,345

LS

42

6,570

33

2

346

2

20

1,660

1,836

12,350

20

16

12

305

12

34,834

LS

9000-0003

9000-0002

9000-0001

5070-0001

5056-0001

5018-0050

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

8260-0001

DOLLAR

EA

LS

LS

LB

LS

EA

LB

CY

CY

LF

SY

FBM

FBM

FBM

FBM

TON

TON

SY

SY

EA

LB

LS

* SEE SPECIAL PROVISIONS

FOR INFORMATION ONLY.(7)

INCLUDES APPROXIMATELY 1.5 CY OF PEDESTAL AND BACKWALL CONCRETE AT EACH ABUTMENT.(6)

HARDWARE IS INCIDENTAL TO THIS ITEM.(5)

INCLUDES STEEL DOWELS.(4)

AND HARDWARE, STUDS, AND TREATED TIMBER FOR THE EXPANSION JOINT ARE INCIDENTAL TO THIS ITEM.

HARDWARE AND OFFSET SHOE DECK ANCHORAGE (TOTAL 912) AND 90-LB ROOFING FELT FOR THE STRINGERS (3)

FLOORBEAM CONNECTION ANGLES, AND EXPANSION JOINT PLATE.

INCLUDES STEEL STRINGERS, STRINGER CONNECTION PLATES, FLOORBEAMS, FLOORBEAM HANGER PLATES, (2)

ITEMS IN BRIDGE LUMP SUM ITEM 8260-0001 - GIVEN FOR INFORMATION ONLY.(1)

ACONCRETE SLAB

FABRICATED STRUCTURAL STEEL, UNFORESEEN REPAIRS OR REPLACEMENT *

TRUSS PIN REMOVAL *

CONCRETE END DIAPHRAGM AND BACKWALL CONSTRUCTION *

PAINT PORTION OF EXISTING STRUCTURAL STEEL *

FABRICATED STRUCTURAL STEEL TRUSS MEMBER REPLACEMENT *

REMOVAL OF PORTION OF EXISTING BRIDGE * (6)

DOWEL HOLES, 12" DEPTH

REINFORCEMENT BARS, EPOXY COATED

CLASS AA CEMENT CONCRETE

ULTRA-THIN PORTLAND CEMENT CONCRETE OVERLAY

W-BEAM RAILING, POSTS, AND OFFSET BRACKETS (5)

METAL DRIP EDGE (5)

TREATED TIMBER RETAINER BLOCKS (5)

TREATED TIMBER SCUPPER BLOCKS

TREATED TIMBER CURB

GLUE LAMINATED TIMBER DECK (4)

BITUMINOUS BINDER COURSE SUPERPAVE, 19mm

BITUMINOUS WEARING COURSE SUPERPAVE, …"/•"

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON OTHER SURFACES

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON BRIDGE DECK

NEOPRENE BEARING PADS

FABRICATED STRUCTURAL STEEL (2) (3)

REHABILITATION OF STEEL TRUSS BRIDGE STRUCTURE, S-37849


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CROSS BRACING,

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36,751

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1 Add Cross Bracing Quantity TMC CMN 6/7/18

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GENERAL NOTES SCOPE OF WORK

CONCEPTUAL TRUSS REPAIR/REHABILITATION PROCEDURE

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51651-E

SR 7215 SEC 9467

17


REVISIONS

BERKS COUNTY

OVER MAIDEN CREEK

DES: DR: CHK:



S-37849



3/28/2018

3

TMC TMC THT

GENERAL NOTES

TO BE PERFORMED MAY DIFFER FROM THOSE INDICATED.

POSSIBILITY THAT CONDITIONS AFFECTING THE COST AND/OR QUANTITIES OF WORK

BIDDER IS NOT TO RELY ON THIS INFORMATION, BUT IS TO ASSUME THE

EXPRESSED OR IMPLIED AGREEMENT THAT INFORMATION IS CORRECTLY SHOWN. THE

FOR COMPUTATION OF UNIT PRICES USED FOR BIDDING PURPOSES. THERE IS NO

OF THE PLANS, PROPOSAL, OR CONTRACT AND IS NOT TO BE CONSIDERED A BASIS

THE INFORMATION SHOWN ON THE PLANS FOR THE EXISTING BRIDGE IS NOT PART

THAT YOU WILL ENCOUNTER IN THE FIELD.

OR ITS AUTHORIZED AGENTS AS POSITIVE REPRESENTATIONS OF ANY CONDITIONS

THE ORIGINAL DESIGN DRAWINGS OR MADE AVAILABLE TO YOU BY THE DEPARTMENT

DO NOT CONSIDER ANY OF THE DATA ON THE EXISTING STRUCTURE SUPPLIED IN

REHABILITATION NOTES:

LIABILITY FOR ACCURACY OF TYPE, SIZE, AND LOCATION OF ANY UTILITY.

NOT ASSUME RESPONSIBILITY FOR REIMBURSEMENT, PARTICIPATION IN DESIGN AND/OR REVISIONS, OR

FULL RESPONSIBILITY FOR ANY DAMAGE TO UTILITIES DURING CONSTRUCTION. THE DEPARTMENT DOES

MANNER WHICH ENSURES THAT THE UTILITIES WILL NOT BE DISTURBED OR ENDANGERED, AND ASSUME

VERIFY AND LOCATE ALL EXISTING UTILITIES PRIOR TO STARTING WORK; CONDUCT OPERATIONS IN A

OWNER PRIOR TO STARTING WORK.

COORDINATE THE REQUIREMENTS FOR PROTECTION AND/OR RELOCATION OF UTILITIES WITH THE UTILITY

UTILITY NOTE:

L1 L2 L3 L4 L5 L6 L7 L8

TO

BE

RE

PL

AC

ED

RIGHT TRUSS ONLY.**

REQUIRED TO LOOSEN JOINTS U1 & U8.*

(BOTH TRUSSES)

TRUSS MEMBERS/COMPONENTS REQUIRED WORKINCLUDES SURFACE AREA DENSITY OF 30 psf FOR FUTURE WEARING SURFACE ON THE DECK.

DEAD LOADS:

REHABILITATION FOR CAPACITY OF 10 TONS.

DESIGN LIVE LOAD:

PUBLICATION BLC-565M.

ALTERNATE STRUCTURE MOUNTED GUIDE RAIL DETAILS ARE IN ACCORDANCE WITH PENNDOT

STRESS DESIGN).

TRUSS RATING IS IN ACCORDANCE WITH THE SERVICE LOAD DESIGN METHOD (ALLOWABLE

(LRFD).

DECK DESIGN IS IN ACCORDANCE WITH THE LOAD AND RESISTANCE FACTOR DESIGN METHOD

DESIGN METHOD (LFD).

STRINGER DESIGN AND FLOORBEAM RATING IS IN ACCORDANCE WITH THE LOAD FACTOR

LIVE LOAD DISTRIBUTION IS BASED UPON AASHTO LFD SPECIFICATIONS.

SUPPLEMENTED BY DESIGN MANUAL, PART 4, APRIL 2015 EDITION.

AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 17TH EDITION, 2002, AND AS

REHABILITATION SPECIFICATIONS:

D1.5-2008.

SPECIAL PROVISIONS. USE AWS D1.1-2008 FOR WELDING NOT COVERED IN AASHTO/AWS

408/2016, AASHTO/AWS D1.5M/D1.5: 2008 - BRIDGE WELDING CODE AND THE CONTRACT

PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH SPECIFICATIONS PUBLICATION

ALL TIMBER DIMENSIONS SHOWN ARE ACTUAL.

THE ENGINEER PRIOR TO FABRICATION OPERATIONS.

SUBMIT SHOP DRAWINGS SHOWING DETAILS OF ALL GLULAM CONSTRUCTION FOR APPROVAL TO

MEMBER.

PROVIDE SUFFICIENT LAG SCREW LENGTH SO LAG SCREW SHANK WILL PENETRATE RECEIVING

DO NOT DRIVE LAG SCREW WITH HAMMER. SCREW OR TORQUE LAG SCREWS.

NAPHTHENATE PASTE, OR APPROVED PRESERVATIVE SYSTEM BEFORE INSTALLING LAG SCREW.

ALWAYS COAT LAG SCREW THREADS WITH BITUMINOUS ASPHALT BASED ROOF CEMENT, COPPER

MALLEABLE IRON.

8260-0001 REHABILITATION OF TRUSS BRIDGE STRUCTURE. WASHERS MAY BE CAST IRON OR

PROVIDE TIMBER HARDWARE MEETING REQUIREMENTS OF ASTM A307, INCIDENTAL TO ITEM NO.

NOTED OTHERWISE.

OF JOINTS OVER THE ENTIRE CONTACT SURFACE, MAKE JOINTS WITHOUT SHIMMING, UNLESS

CUT ALL TIMBERS ACCURATELY, AND FRAME TO A CLOSE FIT, TO PROVIDE FOR EVEN BEARING

NAPHTHENATE PASTE, OR APPROVED PRESERVATIVE SYSTEM.

WHEN FIELD CUTTING, TREAT WITH BITUMINOUS ASPHALT BASED ROOF CEMENT, COPPER

FIELD CUTTING IS NOT PERMITTED UNLESS APPROVED BY THE ENGINEER.

ACCORDANCE WITH PENNDOT PUBLICATION 408.

TREAT ALL LUMBER AND GLULAM COMPONENTS WITH OIL-BORNE PRESERVATIVE(S) IN

ACCORDANCE WITH BLC-560M SHEET 3.

PROVIDE MINIMUM WET-USE BASE RESISTANCES AND MODULUS OF ELASTICITY VALUES IN

SPECIFICATIONS.

POPLAR) STANDARDS AND MANUFACTURED FOLLOWING AITC 119-96 OR CURRENT

(NORTHERN RED OAK AND RED MAPLE) OR NORTHERN SOFTWOOD LUMBER BUREAU (YELLOW

OR YELLOW POPLAR LUMBER GRADED PER NORTHEASTERN LUMBER MANUFACTURER'S ASSOCIATION

USE ONLY GLUE LAMINATED TIMBER FABRICATED WITH EITHER NORTHERN RED OAK, RED MAPLE

TIMBER:

CHAMFER EXPOSED CONCRETE EDGES 1" BY 1", EXCEPT AS NOTED.

BARS AT NO ADDITIONAL COST TO THE COUNTY.

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

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

EPOXY-COAT REINFORCEMENT BARS AS INDICATED.

PREPARE BEARING AREAS AS SPECIFIED IN PUBLICATION 408/2016, SECTION 1001.3(k)9.

PERMITTED UNLESS SPECIFIED.

WELDING OF REINFORCING STEEL BARS DURING FABRICATION OR CONSTRUCTION IS NOT

BRIDGE ENGINEER. DO NOT USE RAIL STEEL A996/A996M REINFORCEMENT BARS.

A PROPORTIONAL INCREASE IN CROSS-SECTIONAL AREA, IF APPROVED BY THE CHIEF

BARS UNLESS SPECIFIED. GRADE 40 REINFORCING STEEL BARS MAY BE SUBSTITUTED WITH

A615/615M, A996/A966M, OR A706/706M. DO NOT WELD GRADE 60 REINFORCING STEEL

PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS OF ASTM

ADDITIONAL COST TO THE COUNTY.

A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER CLASS CONCRETE AT NO

USE ULTRA-THIN PORTLAND CEMENT CONCRETE IN LEVELING PADS.

USE CLASS AA CEMENT CONCRETE IN BACKWALLS, END DIAPHRAGMS, AND CONCRETE SLAB.

PROVIDE 2" CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED.

CONCRETE:

L1-L2

U1-L1

U1-L2

U8-L8

PIN

CONNECTION PLATES

VERTICAL

CONNECTION ANGLES

FLOORBEAM

HANGER PLATE

FLOORBEAM

EYE BAR **

BOTTOM CHORD

EYE BAR *

DIAGONAL

LOOP ROD *

VERTICAL

IN

SP

EC

TI

ON

UP

ON

RE

PL

AC

ED

TO

BE

ALL FLOORBEAM CONNECTION ANGLES TO BE REPLACED.

ALL FLOORBEAM HANGER PLATES TO BE REPLACED.

INSPECTED AND REPLACED IF REQUIRED.

ALL VERTICAL CONNECTION PLATES TO BE

JOINT

ITEM 9000-0002 TRUSS PIN REMOVAL.

APPROVAL BEFORE STARTING WORK, AS SPECIFIED IN SPECIAL PROVISION

WORK AT MULTIPLE LOCATIONS IF IT IS FEASIBLE. SUBMIT A PLAN FOR

FOLLOWING TABLE. SECURE ALL LOOSENED MEMBERS. THE CONTRACTOR MAY

WORK ONE JOINT LOCATION AT A TIME ON EACH TRUSS AS TABULATED IN THE 2.

GRADES, IN A MANNER THAT IS SAFE AND COST EFFECTIVE.

FLOORBEAM, PINS, AND TRUSS MEMBERS IN KIND WITH SPECIFIED STEEL

FLOORBEAM CONNECTION ANGLES WHILE REMOVING AND REPLACING EACH

REPLACE STEEL FLOORBEAM HANGER PLATES, VERTICAL CONNECTION PLATES, 1.

PAINT STRUCTURAL STEEL IN ACCORDANCE WITH PUBLICATION 408, SECTION 1060.

OVERSTRESS OR DEFORMATION TO PERMANENT BRIDGE MEMBERS.

DO NOT USE TEMPORARY SUPPORT SYSTEMS THAT WILL CAUSE UNACCEPTABLE

STANDARD SPECIFICATION FOR GRAY ALLOY CASTING.

PROVIDE OFFSET SHOES CONFORMING TO AASHTO M105 (ASTM A48), CLASS 30 -

LAG SCREWS ARE TO BE GALVANIZED AND CONFORM TO ANSI B18.2.1 - 1981.

PROVIDE MALLEABLE IRON WASHERS CONFORMING TO ASTM A 47/A 47M, GRADE 3500.

MINIMUM.

ALL ANCHOR BOLTS ARE TO BE GALVANIZED AND CONFORM TO ASTM F1554 GRADE 55

(ASTM F 436).

A563, GRADES DH, DH3, C, C3, AND D, AND WASHERS CONFORMING TO AASHTO M 293

PROVIDE BOLTS CONFORMING TO ASTM A325, GRADE 120, NUTS CONFORMING TO ASTM

A 709/A 709M, GRADE 50) DESIGNATION, EXCEPT WHEN NOTED OTHERWISE.

PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M 270/M 270M, GRADE 50 (ASTM

SECTION 1105.02(s).

GALVANIZE ALL TIMBER CONNECTION HARDWARE AS SPECIFIED IN PUBLICATION 408,

STEEL:

REPLACED IF REQUIRED.

ALL PINS TO BE INSPECTED AND

PAVE THE DECK WITH BITUMINOUS CONCRETE.12.

INSTALL THE ALTERNATE STRUCTURE MOUNTED GUIDE RAIL.11.

CONSTRUCT THE CONCRETE SLAB AT ABUTMENT 1.10.

INSTALL THE 5„" THICK GLUE-LAMINATED TIMBER DECK.9.

CONSTRUCT CONCRETE END DIAPHRAGMS AND BACKWALLS AT BOTH ABUTMENTS.8.

INSTALL W8X28 STRINGERS AS INDICATED.7.

CLEAN AND PAINT PORTION OF THE REMAINING STRUCTURE, AS INDICATED.6.

TIME, AND INSPECT THE PIN AT EACH LOCATION.

REMOVE AND REPLACE THE FLOORBEAM AND FLOORBEAM ASSEMBLY, ONE AT A5.

REPAIR AND REHABILITATE THE TRUSSES AS INDICATED.4.

BUILD-UP BRIDGE SEAT AT ABUTMENTS 1 & 2.3.

REMOVE THE CONCRETE AT THE TOP OF THE ABUTMENTS AND BACKWALL.2.

REMOVE THE EXISTING DECK, RAILING SYSTEM, AND ALL STRINGERS.1.

DO NOT STOCKPILE MATERIAL ON THE BRIDGE.

DRAWING BC-736M, UNLESS OTHERWISE INDICATED.

PROVIDE MINIMUM EMBEDMENT AND SPLICE LENGTHS IN ACCORDANCE WITH STANDARD

OVERSTRESS OF PERMANENT DEFORMATION TO ANY BRIDGE MEMBERS.

NOT EXCEED LOAD CARRYING CAPACITY OF THE STRUCTURE AND SHALL NOT CAUSE

EQUIPMENT ON THE BRIDGE. CONSTRUCTION LOADS ON THE BRIDGE STRUCTURE SHALL

THE STRUCTURE AND VERIFY PROPOSED CONSTRUCTION LOADINGS PRIOR TO PLACING

CONTRACTOR MUST CONSIDER LIVE LOAD RESTRICTIONS (LOAD POSTING) IMPOSED ON

CONSTRUCTION LOADING LIMITS ARE:

BEEN REDUCED IN ACCORDANCE WITH PUBLICATION 408 SECTION 105.17. THE REDUCED

THE BRIDGE IS CLOSED TO VEHICULAR TRAFFIC. CONSTRUCTION LOADINGS LIMITS HAVE

EFFECTED WORK BEFORE SHOP DRAWINGS CAN BE APPROVED.

SHOP DRAWINGS MUST INDICATE THE VERIFIED EXISTING DIMENSIONS RELATING TO THE

PROPER FIT OF THE PROPOSED CONSTRUCTION.

VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING STRUCTURE IN THE FIELD FOR

SITE CLASS IS NOT CLASS E.

STATIONS AND ELEVATIONS ARE GIVEN IN FEET UNLESS OTHERWISE NOTED.

SUPERSTRUCTURE DIMENSIONS SHOWN ARE FOR A NORMAL TEMPERATURE OF 68° F.

ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.

(717) 626-0228TELEPHONE:

PO BOX 9, ELM, PA 17521MAILING ADDRESS:

LITITZ, PA 17543

255 WEST BRUBAKER VALLEY ROAD

SOUTHEAST REGIONSTREET ADDRESS:

AND COOPERATE WITH THE FISH COMMISSION DURING CONSTRUCTION.

NOTIFY THE REGIONAL HEADQUARTERS OF THE FISH COMMISSION PRIOR TO CONSTRUCTION

GENERAL:


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1 Revise notes TMC CMN 6/7/18

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CROSS BRACE,

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cmi_tmc

Line

cmi_tmc

Line

cmi_tmc

Line

cmi_tmc

Text Box

1

cmi_tmc

Line

cmi_tmc

Line

cmi_tmc

Line

cmi_tmc

Text Box

1

cmi_tmc

Line

cmi_tmc

Line

cmi_tmc

Line

cmi_tmc

Text Box

1

A

4

(T-787)

CONSTR � LONG RD

TYPICAL SECTIONS

A

PORTAL BRACING

A

KNEEBRACE (TYP)

ABUILT-UP VERTICAL (TYP)

A

A

A

A

A

STRINGER (TYP)

8" X 18.4#

(TO BE REMOVED)

(TO BE REPLACED)

A

AA

(TO BE REMOVED)

19'-3" �-TO-� TRUSSESA

A

8 SPA @ 1'-9" = 14'-0"1'-7•"� (TYP)A

AA

A

17'-2" CURB-TO-CURBA

A

17'-7" DECK WIDTHA

A

21'-

0"

A

A

A

TRUSS (TO REMAIN)

PGL2.00%A 2.00%A

A

2'-

9"

A

A

(T

YP)

A

� STRINGER 1

13'-9" CURB-TO-CURB1'-0"A

AA

A1'-0"

A

A

6'-10•"6'-10•"A

A

A

A

15'-9" OUT-TO-OUTA

A

A� STRINGER 6

1'-4" A

A

12 0 12 INCHES

RDWY (TYP)

WEARING SURFACE

2" MIN BITUMINOUS

A

A

TIMBER DECK

5„" THICK GLULAM

A

AW-BEAM GUIDE RAIL (TYP)

A

TIMBER OFFSET (TYP)

STRINGER (TYP)

W8X28 STEEL

A

A

A

BRIDGE CROSS SECTION

A

(TYP)

OVERHANG

5 SPA @ 2'-8" = 13'-4"1'-2•" DECKA

AA

A

ACONSTR � LONG RD (T-787)

6"X12" TIMBER CURB (TYP)

6"X12" SCUPPER BLOCK (TYP)

A

RAILING

EXISTING BRIDGE

DECK PANS

BITUMINOUS FILLED

EXISTING 18" X 54.7# FLOORBEAM

EXISTING BRIDGE SECTION - LIMIT OF REMOVAL

NOTES:

NOTES:

@ 3'-1•" SPA (TYP)

W8X15 GUIDE RAIL POST

TMC TMC THT

MEMBER

(OR)

RATING

OPERATING

(IR)

RATING

INVENTORY

TRUSS

FLOORBEAM

STRINGER

FLOORBEAM

STRINGER

0.26

0.67

0.26

0.64

0.23

0.57

0.25

0.53

1.03

1.72

1.01

1.68

0.96

1.60

0.84

1.40

0.80

1.34

0.67

1.11

0.55

0.92

0.51

0.84

W/O FWS(20 TONS)

H20

(36 TONS)

HS20

(36.64 TONS)

ML-80

(40 TONS)

TK527

TRUSS

(TO BE REPLACED)

(TO BE REPLACED)

A

FLOORBEAM

W18X50 STEEL

FLOORBEAM HANGER PLATE (TYP)

0 21 FEET1

EXISTING PIN (TYP)

FOR LEFT AND RIGHT TRUSS REPAIRS SEE SHEETS 13 & 14.

FOR STRUCTURE MOUNTED GUIDE RAIL DETAILS SEE SHEET 12.

FOR DECK DETAILS SEE SHEET 11.

FOR FLOORBEAM AND STRINGER DETAILS SEE SHEET 10.

FOR FRAMING PLAN SEE SHEET 9.


1.04 1.04 1.291.29DECK

1.38 1.38 1.721.72DECK

MEMBER

(OR)

RATING

OPERATING

(IR)

RATING

INVENTORY

TRUSS

FLOORBEAM

STRINGER

FLOORBEAM

STRINGER

0.44 0.42 0.370.39

1.01

1.69

0.98

1.64

0.94

1.56

0.82

1.37

0.73

1.22

0.61

1.01

0.50

0.83

0.46

0.77

(20 TONS)

H20

(36 TONS)

HS20

(36.64 TONS)

ML-80

(40 TONS)

TK527

TRUSS

1.03 1.03 1.291.29DECK

1.38 1.38 1.721.72DECK

STRUCTURE LIVE LOAD RATING FACTORS (W/ FWS)

STRUCTURE LIVE LOAD RATING FACTORS (W/O FWS)

THE TABLE ON SHEETS 13 & 14.

INSPECTION AS INDICATED ON

TO BE REPLACED AS NEEDED UPON *

*

A *EXISTING VERTICAL CONNECTION PLATE (TYP)

A

A

PIN (TYP)

VERTICAL CONNECTION PLATE (TYP)

FLOORBEAM HANGER PLATE (TYP)

CONNECTION ANGLES (TYP)

FLOORBEAM/HANGER

A

** ** ****

WEARING SURFACE WILL BE ADDED IN THE FUTURE.

WILL NEED TO BE RE-EVALUATED IF AN ADDITIONAL

FUTURE WEARING SURFACE (FWS) CASE. THE POSTING

THE BRIDGE POSTING IS BASED ON THE WITHOUT

THE PROPOSED WEARING SURFACE.

THE BRIDGE SHOULD BE POSTED FOR 10 TONS WITH

(LFD).

ACCORDANCE WITH THE LOAD FACTOR DESIGN METHOD

STRINGER AND FLOORBEAM RATINGS ARE IN

RATINGS ARE CONTROLLED BY MEMBER U2-L2.

ARE CONTROLLED BY MEMBER U1-L2 AND OPERATING

STRESS DESIGN). THE TRUSS INVENTORY RATINGS

THE SERVICE LOAD DESIGN METHOD (ALLOWABLE

TRUSS AND DECK RATINGS ARE IN ACCORDANCE WITH

AND L3-L4.

THE ALLOWABLE FORCE FOR MEMBERS L7-U8

THE DEAD LOAD FORCE IS GREATER THAN **

W/ FWS

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PROFESSIONAL

ENGINEER

REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


5

A

STRINGER

8" X 18.4#

A

A

FF ABUTMENT

PANS AND WEARING SURFACE

BITUMINOUS FILLED DECK

2'-3"�A

A9"� A

A

1'-4"�A

A


NOTES:

PLAN

ELEVATION

SECTION A-A

A

A

A� TRUSS (TYP)

R

OA

D (

T-

78

7)

CO

NS

TR �

LO

NGA

ST

A

AH

EA

D

A

A ROAD (T-787)

CONSTR � LONG

A

RF BACKWALL

A

TOP OF PEDESTAL

A

TOP OF BACKWALL

A

A

FF ABUTMENT AT TOP

A

FF ABUTMENT AT BOTTOM

A

FF PEDESTAL

REMOVE PEDESTAL FULL LENGTH = 18'-0"�A

A

A

FF BACKWALL

9"�

BA

CK

WA

LL

A

A

1'-

4"�

PE

DE

ST

AL

A

A

A

TOP OF ABUTMENT

TOP OF ABUTMENT

AND BACKWALL TO

REMOVE PEDESTAL

A

PARAPET (TYP)

EXISTING WINGWALL

AEXISTING ABUTMENT

(TO REMAIN)

(TO BE REMOVED)

(TO BE REMOVED)

ABACKWALL

A

PEDESTAL

(TO BE REMOVED)

(TO REMAIN)

REMOVE BACKWALL FULL LENGTH = 16'-11"�A

A

REMOVE PEDESTAL FULL LENGTH = 18'-0"�A

A

RF REAR FACE

FF FRONT FACE

REMOVAL

LEGEND:1 0 1 2 FEET

1 0 1 2 FEET

6 0 6 12 INCHES


A

WORK THIS SHEET WITH SHEET 6.


TMC TMC THT

TO BE REMOVED, SEE SHEET 15

EXISTING WINGWALL PARAPET (TYP)

(TO BE REMOVED)

(TO BE REMOVED)

4"�

A1'-

0"�

A

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PROFESSIONAL

ENGINEER

REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


6

A

FF ABUTMENT

ED5101

A

AED4104

A(TO REMAIN)

A

STRINGER

NEOPRENE SPONGE (TYP)

†" THICK CLOSED CELL

ED4103

A

A

TIMBER DECK

2" CLR (TYP) A

A A

CONCRETE END DIAPHRAGM

A

� STRINGER BEARINGS

ACONCRETE BACKWALL

A

A

A

A

A

A1'-1" 1'-0" 9"

A

A

SEE EXPANSION JOINT DETAILS

AL6"x6"x…"

3" A

A

A

A

A

A

5„" TIMBER DECK

A & STRINGER

8" END DIAPHRAGM

1'-4"1'-4"A

A

A

A

A

AA

A8"8" A

A

†"| x 10" STUDSA

A

A

B

B

C

C

5„"

•"

A

A

A

TIMBER DECK

2'-8"A

A

R

OA

D (

T-

78

7)

CO

NS

TR �

LO

NG

90°00'00"

A� TRUSS (TYP)

A

A� STRINGER 6

A

A

BACKWALL

CONCRETE

� STRINGER 1 A

1'-4" A

A

A

A

BEARINGS

� STRINGER

AS

TA

AH

EA

D

A

A

A

2" CLR (TYP) A

A

A



AEXISTING ABUTMENT

A

A

2" (

TY

P)

A

A

(TYP AT BOTH ENDS)

A

DIAPHRAGM

CONCRETE END

A

BACKWALL

CONCRETE

(TYP BETWEEN BEAMS)

A

� STRINGER 6

EL 377.72

A

A

ROAD (T-787)

CONSTR � LONG

A

EXISTING WINGWALL PARAPET

1'-4" A

A

(TO REMAIN)

2'-8"1'-4"A

AA

A(TYP)(TYP)

16'-0"A

A

1'-

1"

A

A

A

DIAPHRAGM

CONCRETE END

LEVELING PAD

CONCRETE

8'-0"8'-0"A

A

A

A

16'-11"�A

A

1'-

9"

A

A

9"

A

A

9"

A

A

1'-4" (TYP) A

A

24-ED4104 @ 9" MAXA

A

2-ED5101 EF

AA

2-ED4101 2-ED4102 2-ED4101

2-ED4103 @ 9" MAX A

A3-ED4103 @ 9" MAX A

A

A

EL 376.42


SECTION B-B

PLAN

ELEVATION

SECTION C-C

EXPANSION JOINT DETAILS16'-11"�

A

A

A

BEARINGS

� TRUSS

0 FEET211

0 FEET211

6 0 6 12 INCHES

6 0 6 12 INCHES

6 0 6 12 INCHES

A

A

TMC TMC THT

16'-0"A

A

(TYP)

MIN LAP

NOTES:



FOR REINFORCEMENT BAR SCHEDULE, SEE SHEET 2.

A

END DIAPHRAGM

FF CONCRETE

A

STEM

FF ABUTMENT

NEOPRENE BEARING PAD

6•" x 12" x •"

A

A

A

A

A1'-

0"

A

NON-SHRINK GROUT * (TYP)

THE HOLE WITH APPROVED

STONE, SET DOWEL, AND FILL

CORE 1•" | DOWEL HOLE IN

DOWEL*

ED6101

14-ED6101 DOWELS @ 1'-4" MAXA

A

6•" A

A

3" A

A

A

A9"

A

OF PARAPET (TYP)

MATCH INTERIOR

A

IN CONCRETE

‡" X 6" RECESS

EL 377.72A

EL 377.86

� STRINGER 1 A

VARIES 1•" TO 3„"

TREATED TIMBER

1•" TO 3„" X 8"

TREATED TIMBER VARIES

VARIES 2" - 3†"

BITUMINOUS OVERLAY

A

DOME HEAD LAG SCREW (TYP)

7" LONG X ƒ" | GALVANIZED

2•" A2•"A

3"

•" PILOT HOLE

DOME HEAD LAG SCREWS WITH

7" LONG X ƒ" | GALVANIZED

� 14"x•"**** BEND PLATE TO MATCH CROSS SLOPE****

� 14"x•"****

A

MI

N

1'-

0"

A

A

BITUMINOUS OVERLAY

A

WATERPROOFING MEMBRANE

ON BC-788M, SHEET 12

MEMBRANE, SEE DETAIL

WATERPROOFING

A

MEMBRANE

WATERPROOFINGDECK AND GUIDE RAIL NOT SHOWN FOR CLARITY.NOTE:

DECK AND GUIDE RAIL NOT SHOWN FOR CLARITY.NOTE:

A

ON SHEET 16

SEE DETAIL DEXISTING WINGWALL PARAPET (TYP)

STA 80+46.83

(TO BE REMOVED, SEE SHEET 15)

SEE SHEET 15)

(TO BE REMOVED,

ED4102 ***

ED4101,

2'-1"A

A

CONCRETE LEVELING PAD **

CONCRETE OR EQUIVALENT **

ULTRA-THIN PORTLAND CEMENT

BUILT-UP LEVELING PAD USING

IN A MINIMUM 2'-0" LENGTH.

LEVELING PAD THICKNESS IS GREATER THAN 6"

ADD REINFORCEMENT AS REQUIRED IF THE **

SUBMIT CHANGES TO THE COUNTY FOR APPROVAL.

SPECIFICATIONS OF THE SELECTED MATERIAL.

BE CHANGED PER THE MANUFACTURER'S

DOWEL HOLE SIZE AND EMBEDMENT LENGTH MAY *

HOLES IN STRINGER WEBS

EXTEND THROUGH ƒ" | ***

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PROFESSIONAL

ENGINEER

REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


7

A

STRINGER

8" X 18.4#

A

A

FF ABUTMENT

PANS AND WEARING SURFACE

BITUMINOUS FILLED DECK

1'-0"� A

A

1'-4"�A

A

2'-0"�A

A


PLAN

SECTION D-D

ELEVATION

D

D

A� TRUSS (TYP)

R

OA

D (

T-

78

7)

CO

NS

TR �

LO

NG

AS

TA

AH

EA

D

A

A

RF BACKWALL

A

FF ABUTMENT AT TOP

A

FF ABUTMENT AT BOTTOM

AFF PEDESTAL

A

FF BACKWALL

1'-

0"�

BA

CK

WA

LL

A

A

1'-

4"�

PE

DE

ST

AL

A

A(TO BE REMOVED)

A ROAD (T-787)

CONSTR � LONG

A

TOP OF PEDESTAL

A

TOP OF BACKWALL

A

A

TOP OF ABUTMENT

TOP OF ABUTMENT

AND BACKWALL TO

REMOVE PEDESTAL

PARAPET (TYP)

EXISTING WINGWALL

AEXISTING ABUTMENT

(TO REMAIN)

A

PARAPET (TYP)

EXISTING WINGWALL

(TO BE REMOVED)

(TO REMAIN)

ABACKWALL

PEDESTAL

(TO BE REMOVED)

A


A

REMOVE PEDESTAL TO MATCH BACKWALL = 17'-6"�A

A

REMOVE PEDESTAL TO MATCH BACKWALL = 17'-6"�A

A


A

A

BELOW TRUSSES (TYP)

PEDESTAL TO REMAIN

RF REAR FACE

FF FRONT FACE

LEGEND:

1 0 1 2 FEET

1 0 1 2 FEET

6 0 6 12 INCHES

NOTES:



TMC TMC THT

REMOVAL

(TO BE REMOVED)

1'-

0"�

A4"�

A

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PROFESSIONAL

ENGINEER

REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


8

A

FF ABUTMENT

A

A

A

2" CLR (TYP) A

A

A

A



AEXISTING ABUTMENT

(TO REMAIN)

A

A

3-ED5201 RF

2-ED5201 FF

A

AED4204

2" (

TY

P)

A

A

3-ED4203 @ 9" MAXA

A

(TYP AT BOTH ENDS)

A

DIAPHRAGM

CONCRETE END

A

BACKWALL

CONCRETE

(TYP BETWEEN BEAMS)

A

� STRINGER 1

EL 376.28

A

AA

ROAD (T-787)

CONSTR � LONG

A


(TO REMAIN)

1'-4•"A

A9"A

A9"A

A

A

(TO REMAIN)

A

STRINGER



A

A

ED4203

2" CLR (TYP) A

A A

CONCRETE END DIAPHRAGM

A

A

R

OA

D (

T-

78

7)

CO

NS

TR �

LO

NG

E

E

90°00'00"

A

DOWEL HOLE (TYP)

A

A� TRUSS (TYP)

A

� STRINGER BEARINGS

(TYP)

A� STRINGER 1

A

DIAPHRAGM

CONCRETE ENDA

BACKWALL

CONCRETE

ACONCRETE BACKWALL

� STRINGER 6 A

1'-4" A

A

A

A

BEARINGS

� STRINGER

AS

TA

AH

EA

D

1'-0" (TYP) A

A

1'-4" A

A

1'-4" A

A(TYP)

THE CONCRETE LEVELING PAD * (TYP)

NON-SHRINK GROUT BEFORE CONSTRUCTING

DOWEL, AND FILL THE HOLE WITH APPROVED

CORE 1•" | DOWEL HOLE IN STONE, SET

MATCH EXISTING PEDESTAL EDGE (TYP)

A

9"

A

AA

A

9"

8'-8" 8'-10"A

A

A

A

2'-8"A

A

(TYP)

1'-0" A

A A

A

A

A1'-2"

1'-0"

1'-

4•

"

A

A

24-ED4204 @ 9" MAXA

A

3-ED4203 @ 9" MAX A

A

A

EL 377.41

2-ED4201

A

2-ED4202

A

2-ED4201


PLAN

SECTION E-E

ELEVATION

17'-6"�A

A

17'-6"�A

A

A

BEARINGS

� TRUSS

A

PEDESTAL (TYP)

MATCH EXISTINGA

BELOW TRUSS

PEDESTAL TO REMAIN

BELOW TRUSS

PEDESTAL TO REMAIN

A

A1'-

0"

ED5201

A

SEAL JOINT WITH HOT ASPHALT

0 FEET211

0 FEET211

6 0 6 12 INCHES

NOTES:

TMC TMC THT

(TYP)

MIN LAP



FOR REINFORCEMENT BAR SCHEDULE, SEE SHEET 2.

A

END DIAPHRAGM

FF CONCRETE

A

STEM

FF ABUTMENT

NEOPRENE BEARING PAD

6•" x 12" x •"

A

A

A

8‚"A

A

ED6201 DOWEL*

DOWEL*

ED6202

14-ED6202 DOWELS @ 1'-4" MAXA

A

ED6201 DOWEL (TYP)

A

� STRINGER 6

A

ON BC-788M, SHEET 12

MEMBRANE, SEE DETAIL

WATERPROOFING

A

A

TIMBER DECK

BITUMINOUS OVERLAY

A


MI

N

1'-

0"

A

A1'-0"



STA 81+98.33

ED4202 ***

ED4201,

2'-1"A

A

A

A

A

(ROADWAY ITEM)

ROADWAY PAVEMENT

CONCRETE OR EQUIVALENT **

ULTRA-THIN PORTLAND CEMENT

BUILT-UP LEVELING PAD USING

CONCRETE LEVELING PAD **

IN A MINIMUM 2'-0" LENGTH.

LEVELING PAD THICKNESS IS GREATER THAN 6"

ADD REINFORCEMENT AS REQUIRED IF THE **

SUBMIT CHANGES TO THE COUNTY FOR APPROVAL.

SPECIFICATIONS OF THE SELECTED MATERIAL.

BE CHANGED PER THE MANUFACTURER'S

DOWEL HOLE SIZE AND EMBEDMENT LENGTH MAY *

HOLES IN STRINGER WEBS

EXTEND THROUGH ƒ" | ***

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AI

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PROFESSIONAL

ENGINEER

REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


9

NOTES:

FRAMING PLAN

A

� TRUSS

A

EDGE OF DECK

A

� TRUSS

A� FLOORBEAM 1 A� FLOORBEAM 2 A� FLOORBEAM 3 A� FLOORBEAM 4 A� FLOORBEAM 5 A� FLOORBEAM 6 A� FLOORBEAM 7 A� FLOORBEAM 8

AFF ABUTMENT 2FF ABUTMENT 1

A

A

A

A

CONSTR � LONG ROAD (T-787)

STA AHEADA DE

CK

WI

DT

H

�-

TO-�

TR

US

SE

S

147'-9" CLEAR SPANA

A

19'-

3"

A

A

AA

A

AA

A

AEDGE OF DECK

13'-

4"

A

A

15'-

9"

A

A

5

SP

A

@

2'-

8"

1'-

2•

"A

A

1'-

2•

"

A

A

FL

OW

A

A

90°00'00" (TYP)

153'-0" DECK LENGTHA

A

� STRINGER LINE 1

� STRINGER LINE 2

� STRINGER LINE 3

� STRINGER LINE 4

� STRINGER LINE 5

� STRINGER LINE 6

0 FEET844

153'-0" �-TO-� TRUSS BEARINGSA

A

FRAMING PLAN ABUT 1

TRUSS

� BRG OF

ABUT 2

TRUSS

� BRG OF

A

DIAPRHAGM

CONCRETE END

81 82

STRINGER SPLICE LOCATION

1, 3, 5

2, 4, 6

33'-11•", 33'-11•"

16'-11•", 33'-11•", 33'-11•",

33'-11•", 16'-11•"

33'-11•", 33'-11•", 33'-11•",

FLOORBEAMS 1, 3, 5, AND 7

FLOORBEAMS 2, 4, 6, AND 8

6 2,849

W8X28 STEEL STRINGER SCHEDULE

16'-11•"

22,82033'-11•"24

LINE

STRINGER

(FROM ABUT 1 TO ABUT 2)

STRINGER LENGTH

TMC TMC THT

A

LOCATION (TYP)

STRINGER SPLICE

TO THE COUNTY. MAINTAIN STAGGERED SPLICES, IF NECESSARY.

NOTE: LONGER STRINGER LENGTHS ARE ACCEPTABLE AT NO ADDITIONAL COST

8 7,700

W18X50 STEEL FLOORBEAM SCHEDULE

19'-3" 962.5

474.8

950.8

EXISTING FLOORBEAMS.

FIELD VERIFY AND MATCH LENGTHS OF THE NOTE:

FOR DECK DETAILS SEE SHEET 11.

FOR FLOORBEAM AND STRINGER DETAILS SEE SHEET 10.

FOR END DIAPHRAGM DETAILS SEE SHEETS 6 & 8.


17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

STRINGERS

NUMBER OF

LENGTH (ft)

STRINGER

TOTAL

(lbs)

STRINGER

WEIGHT/

(lbs)

WEIGHT

TOTAL

FLOORBEAMS

NUMBER OF

LENGTH (ft)

FLOORBEAM

TOTAL

(lbs)

FLOORBEAM

WEIGHT/

(lbs)

WEIGHT

TOTAL

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PROFESSIONAL

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REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


cmi_tmc

Text Box

CROSS BRACING NOT SHOWN FOR CLARITY

cmi_tmc

Text Box

1 Add Note TMC CMN 6/7/18

cmi_tmc

Line

cmi_tmc

Line

cmi_tmc

Line

cmi_tmc

Line

cmi_tmc

Line

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Line

cmi_tmc

Text Box

1

10

1" (TYP)

NOT TO SCALE

OFFSET SHOE DECK ANCHORAGE DETAILS

A A

A

A

ASTRINGER

A

� STRINGER2'-0" A

AA

A6"

A

A4'-0" DECK PANEL (TYP)

A

A A

AEND OF DECK

2'-6" ENDA

A

DECK PANEL

(TYP) (TYP)

(TYP)

6" A

A

AFF BACKWALL

ARF BACKWALL

A

FF END DIAPHRAGM

SHOE (TYP)

OFFSET2'-0"1'-6"A

AA

A(TYP) (TYP)

1" (TYP)A

A

A

A

A

0 FEET2110 FEET211

0 FEET211

TOP FLANGE

BOTH EDGES OF ENTIRE

SIMILAR, WRAP AROUND

90 LB ROOFING FELT OR

NOTES:

REFER TO BLC-565M FOR ADDITIONAL DETAILS.



TMC TMC THT

A� FLOORBEAM A� FLOORBEAM

A

TIMBER DECK

5„" THICK GLULAM

A

2"A

A2" A

A

•" A

A

A8•"x5"x‚" STEEL PLATE

A

SURFACE RDWY (TYP)

2" MIN BITUMINOUS WEARING

0 INCHES66 12

A

A

A

FLOORBEAM

W18X50 STEEL

A

SURFACE RDWY (TYP)

2" MIN BITUMINOUS WEARING

TIMBER DECK

5„" THICK GLULAM

A

A

A

STRINGER (TYP)

W8X28 STEEL A

0 INCHES66 12

A

STAGGERED (TYP)

WITH WASHER,

•" | BOLT AND NUT

A

FLOORBEAM

W18X50 STEEL

1ƒ"A

A4" 1ƒ"A

A

DECK TO BEAM)

DURING FASTENING OF

(PRELOAD DECK PANEL

GLULAM DECK PANEL

A

A

A

A

DIAMETER (TYP)

EXISTING RIVET

A325 TC BOLT, MATCH

NOT TO SCALE

A

ANCHORAGE LOCATIONS

TYPICAL OFFSET SHOE DECK

A

W18X50 STEEL FLOORBEAM

F F

A

I

I

SECTION F-F

FLOORBEAM AND STRINGER DETAILS

SEE DETAIL THIS SHEET

AND •" FOR YELLOW POPLAR, STAGGERED,

HOLE FOR N. RED OAK, Œ" FOR RED MAPLE,

ƒ"| X 5" LONG LAG SCREW. USE †" PILOT

FLOORBEAM HANGER PLATE

A

END OF STRINGER DETAIL

4"

A

A4"

A

A

A

ƒ" | HOLE (TYP)

3" A

A1'-0"A

A

ELEVATION

BOLT CONNECTION TYPE A

A

(TYP)

CONNECTION ANGLE

FLOORBEAM/HANGER

L3•"x3•"x…"

W18X50 STEEL FLOORBEAM

A

MA

TC

H

EXI

STI

NG

A

AB

OL

T

PA

TT

ER

N

A

3 & 5 SIMILAR)

(STRINGER LINES

� STRINGER LINE 1

4 & 6 SIMILAR)

(STRINGER LINES

� STRINGER LINE 2

3 & 5 SIMILAR)

(STRINGER LINES

� STRINGER LINE 1

A

4 & 6 SIMILAR)

(STRINGER LINES

� STRINGER LINE 2

BOLT CONNECTION TYPE B

A

STRINGER (TYP)

W8X28 STEEL

A

FLOORBEAM

W18X50 STEEL

A

WASHER (TYP)

AND NUT WITH

•" | BOLT

STAGGERED (TYP)

NUT WITH WASHER,

•" | BOLT AND

A

A

NUT WITH WASHER

•" | BOLT AND

NOT SHOWN FOR CLARITY.

ANGLE/HANGER PLATE BOLTS

FLOORBEAM/ANGLE CONNECTION.

NOT SHOWN FOR CLARITY.

ANGLE/FLOORBEAM BOLTS

FLOORBEAM HANGER/ANGLE CONNECTION.

HANGER PLATE CONNECTION

TYPICAL FLOORBEAM/ANGLE/

CONNECTION ANGLE (TYP)

FLOORBEAM/HANGER

L3•"x3•"x…"

A

A

STRINGER

END OF

A

FLOORBEAM

W18X50 STEEL

A

STEEL PLATE

8•"x5"x‚"

A

STRINGER (TYP)

W8X28 STEEL

SHEET 3)

(SEE BLC-565M

OFFSET SHOE (TYP)

ELEVATION

NOT TO SCALE

A

(TYP)

NUT WITH WASHER

•" | BOLT AND

A

TYPE A (TYP)

SEE BOLT CONNECTION

TYPE B (TYP)

SEE BOLT CONNECTION

TYPE A (TYP)

SEE BOLT CONNECTION

TYPE B (TYP)

SEE BOLT CONNECTION

1, 3, 5, AND 7

STRINGER-FLOORBEAMS

PLAN -

2, 4, 6, AND 8

STRINGER-FLOORBEAMS

PLAN -

PLATE CONNECTION DETAIL

FLOORBEAM/ANGLE/HANGER

SEE TYPICAL

VIEW I-I

G G

SECTION G-G

H H

SECTION H-H

NOT TO SCALE

(TYPICAL TO ALL STRINGERS AT BOTH ABUTMENTS)

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REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


11

DECK PANEL

2'-6" ENDA

AA

A

A

A

A

A

A

A� SYMMETRY

15'-

9"

OU

T-

TO-

OU

T

A

A

NOT TO SCALE

A

A

A

DOWEL (TYP)

A

A

� STRINGER (TYP)

A

9"A

A9" A

A

A

A 1'-6"

A

A

AA A

„" BEVEL (TYP)

A

A2

Œ"

2Œ

"

A

A

A

LAP

1'-0"

6'-0"A

A

1"

A

A

1•

"A

A

2"

A

A

1•

"A

A

VA

RI

ES

A

A

6"x12" TIMBER CURB

A

A

SCUPPER BLOCK

6"x12" TIMBER

1"

A

A

A

A

SEE DECK DRAINAGE PROTECTION

A

A2.00%

AGLULAM DECK

A

WEARING COURSE

A

AGLULAM DECK

A

2"X4" RETAINER BLOCK

A A

A

A

A

WATERPROOFING

MEMBRANEA


SUPERPAVE ƒ" BINDER COURSE *

THICKNESS AT 6'-0" FROM FACE OF CURB.

AGGREGATE, THICKNESS VARIES TO MATCH

COARSE TO MATCH APPROACH ROADWAY PAVEMENT

USE AGGREGATE SIZE …" OR •" FOR WEARING *

NOT TO SCALE

DOWEL DETAIL

NOT TO SCALE

DOWEL SYSTEM

NOT TO SCALE

MEMBRANE WATERPROOFING DETAIL

OR EPOXY MORTAR FILLET

ƒ"Xƒ" REDWOOD CANT STRIP

NOT TO SCALE

DECK DRAINAGE PROTECTIONAT RETAINER BLOCK

MEMBRANE WATERPROOFING

DOWEL DIAMETER)

FIT (MAX OF ˆ" GREATER THAN

PLUS MINIMUM ALLOWANCE FOR

PREDRILL TO DOWEL DIAMETER

A


A

GLULAM DECK

AA

AT 1'-0" O.C.

ROOFING NAILS

GALVANIZED

4"A

A

A

A2•

"

A

ACONSTR � LONG ROAD (T-787)

STA AHEADA

153'-0" DECK LENGTH

A� FLOORBEAM (TYP)

A

SCUPPER BLOCK C

6"x12"x2'-10"

RETAINER BLOCK

2"x4" TREATED DECK JOINT

GLULAM PANEL

A A

BLOCK A (TYP)

6"x12"x2'-8" SCUPPER

SCUPPER BLOCK B (TYP)

6"x12"x8'-11"

(TYP)

BLOCK OPENING

5•" SCUPPER A

A

37 - 4'-0" DECK PANELS = 148'-0"

BLOCK C

1 - SCUPPER

BLOCK A

3 - SCUPPER 1 - SCUPPER BLOCK B2 - SCUPPER BLOCK A1 - SCUPPER BLOCK B3 - SCUPPER BLOCK A1 - SCUPPER BLOCK B2 - SCUPPER BLOCK A1 - SCUPPER BLOCK B3 - SCUPPER BLOCK A A

A

A

AA

AA

A

A

A

A

AA

AA

A

A

A

A

A

A

SCUPPER BLOCK (TYP)

DECK DETAILS

DECK PANEL AND SCUPPER BLOCK PLAN0 FEET422

JOINT (TYP)

GLULAM PANEL DECK

EDGE OF TOP FLANGE (TYP)

NOTES:

TMC TMC THT

A

PANEL (TYP)

GLULAM DECK

2'-

1•

"

6…

"

=

4

SP

A

@

MID-DEPTH

55 STEEL DOWEL AT

1‚" | M314 GRADE

SCUPPER LOCATIONS

DRIP EDGE AT

RESISTANT METAL

16 GA CORROSION

A

ROAD (T-787)

CONSTR � LONG

REFER TO BLC-564M AND BLC-565M FOR ADDITIONAL DETAILS.

WORK THIS SHEET WITH SHEETS 9, 10, AND 12.


SEALING MATERIAL

•" RUBBERIZED JOINT


3" END DISTANCE

@ 12" c/c. PROVIDE

20d THREADED NAILS

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REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


12

A

2 EA 1" | DOME HEAD BOLTS WITH LOCK WASHERS

A4" | SPLIT RINGS (TYP)

A

A

†" | DOME HEAD BOLT WITH LOCK WASHERS

A

A

8"8"A

A

A

A 3‚"A

A

A

1'-

1"

A

A

A

A

6"x12" TIMBER CURB

2'-

9"

A

A

OFFSET BRACKET

TIMBER OR COMPOSITE

W-BEAM GUIDE RAIL

A

WEARING SURFACE

A

A

A

� 5"x5"x†"

� 10"x5"x†"

A

4"A

A

GLUE-LAMINATED TIMBER DECKSTRINGER

A

A

A

W8x15 POST (TYP)

A

12 GAUGE W-BEAM

A

(TYP)

� 5"x5"x†"

A

A

OFFSET BRACKET (TYP)

TIMBER OR COMPOSITE

A

CURB (TYP)

6"x12" TIMBER

A

A

ALTERNATE STRUCTURE MOUNTED GUIDE RAIL ELEVATION

A

48 SPACES @ 3'-1•" = 150'-0"A

AA

A

A 4 SPA @ 6"

1'-4"A

A 1'-4"A

A

2'-8"A

A

(TYP)(TYP)

(TYP) (TYP)

5•"A

A

TIMBER DECK

5„" GLUE-LAMINATED

A

(TYP)

� 10"x5"x†"

RETAINER BLOCK (TYP)

2"x4" TIMBER

6 0 6 12 INCHES

0 INCHES66 12

SECTION J-J

END OF DECK

1'-6"A

A

J

J

W8x15 GUIDE RAIL POST @ 3'-1•"

8"A

A

A

STRUCTURE MOUNTED GUIDE RAIL

SEE SHEET 11

SCUPPER BLOCK (TYP),

6"x12" TIMBER

TOTAL 196 BOLTS EACH SIDE

1„" | BOLT (TYP)

6"x12" TIMBER SCUPPER BLOCK*

NOTES:

TMC TMC THT

SEE ELEVATION FOR BOLT LOCATIONS

2 EA MALLEABLE IRON WASHERS AND NUT,

1„" |, 19" MIN LENGTH ASTM A490 BOLTS WITH

SEE SHEET 11 FOR TYPES AND LOCATIONS*

IN POST AND 1"| PILOT HOLE IN DECK

2 EA 1‚"| x 2'-0" LAG SCREWS WITH 1Š"| HOLE

FLOORBEAMS*

OMIT AT

SCUPPER (TYP)

REFER TO BLC-565M FOR ADDITIONAL DETAILS.

WORK THIS SHEET WITH SHEETS 9 AND 11.


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REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


LEFT TRUSS

ABUTMENT 1

ABUTMENT 2L1 L2 L3 L4 L5 L6 L7 L8

NOT TO SCALE

A

THT TMC THT

FLOORBEAM HANGER (TYP)

U2 U3 U4 U5 U6 U7 U8U1

LEFT TRUSS REPAIRS

1 A

2A

4A

4A

1 A

13

A

TOP CHORD

A

(TYP)

VERTICALA

(TYP)

DIAGONALA

L9L0

A

BOTTOM CHORD

AA

4 - L3•"X2•"X‚" ANGLES

A

A

A

(TO BE REMOVED)

CONNECTION PLATE

WHEEL GUARD

THICK EYE BARS

2 - 3" WIDE X ƒ"

U1-L2 (L7-U8 SIMILAR)

A

A

RIVET (TYP)

A

TOP CHORD TRUSS MEMBER

(L8 SIMILAR)

L1

(L7 SIMILAR)

L2

HANGER PLATE (TYP)

X ‹" THICK FLOORBEAM

7‚" WIDE X 30" LONG

A

NOT TO SCALE

TYPE

MEMBERMEMBERS ESTIMATED DIMENSIONS*

2'-

6"

A

A

4"

A

A

7‚"A

A

A

PIN NUTA

NOT TO SCALE

DIAMETER (TYP)

EXISTING RIVET

A325 TC BOLT, MATCH

X 18" HIGH X …" THICK

APPROXIMATELY 8" WIDE

CONNECTION PLATES,

2 - VERTICAL TO PIN

4A

4A

4A

4A

4A

4A

6 A 6 A 6 A 6 A 6 A 6 A

5

A

CONNECTION ANGLE (TYP)

FLOORBEAM/HANGER

15" LONG L3•"x3•"x…"

7

AA

77

A

7

A

7

AA

7

LOOP RODS

2 - ƒ" |

SIMILAR)

U1-L1 (L8-L8

(TYP)

SQUARE BOLT

CONNECTION DETAILS

TYPICAL TRUSS MEMBER

***

RIGHT TRUSS ONLY.***

REMOVE THE EXISTING RETROFIT RODS.**

PIN TO PIN. FIELD VERIFY ALL MEMBER SIZES AND DIMENSIONS. REPLACE IN KIND.

DIMENSIONS GIVEN FOR INFORMATION ONLY. ROD AND BAR LENGTHS MEASURED FROM *

A

HANGER PLATE

X ‹" THICK FLOORBEAM

7‚" WIDE X 30" LONG

A

7

A

7

THICK EYE BARS

2 - 3" WIDE X ƒ"

L1-L2 (L7-L8 SIMILAR)

A

A

DIAGONAL

A

A

TYPICAL FLOORBEAM HANGER PLATE

AFLOORBEAM

NOTES:

(EACH MEMBER)

ESTIMATED WEIGHT


SEE SHEET 3 FOR A CONCEPTUAL TRUSS REPAIR/REHABILITATION PROCEDURE.


TRUSS MEMBERS TO BE REPLACED UPON INSPECTION, BOTH TRUSSES

TRUSS MEMBERS TO BE REPLACED, BOTH TRUSSES

MARK

L7, L8

L5, L6,

L3, L4,

L1, L2,

L7, L8

L5, L6,

L3, L4,

L1, L2,

L1-L2

U1-L2

U8-L8

U1-L1

L7, L8

L5, L6,

L3, L4,

L1, L2,

L6, L7

L4, L5,

L2, L3,

PIN

PLATES

CONNECTION

VERTICAL

ANGLES

CONNECTION

FLOORBEAM

HANGER PLATE

FLOORBEAM

EYE BARS

BOTTOM CHORD

EYE BARS

DIAGONAL

LOOP RODS

VERTICAL

5

4

3

2

1

7

6

THE ENGINEER.

INSPECT PINS AND REPLACE AT THE DISCRETION OF

PIN SIZES VARY AT EACH LOCATION; FIELD VERIFY.

AT THE DISCRETION OF THE ENGINEER.

INSPECT VERTICAL CONNECTION PLATE AND REPLACE

2 - 8" WIDE x 18" HIGH x …" THICK PLATES

2 - 15" LONG L3•"x3•"x…" ANGLES

7‚" WIDE x 30" LONG x ‹" THICK PLATE

2 - 17'-0" LONG x 3" WIDE x ƒ" THICK EYE BARS

2 - 27'-0" LONG x 3" WIDE x ƒ" THICK EYE BARS

2 - 21'-0" LONG x ƒ" | RODS **

22 lbs

27 lbs

261 lbs

414 lbs

64 lbs

14 lbs

31 lbs

A

DIAMETER (TYP)

EXISTING RIVET

A325 TC BOLTS, MATCH

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PROFESSIONAL

ENGINEER

REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


cmi_tmc

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1 Revise note TMC CMN 6/7/18

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ALL PINS TO BE REPLACED

RIGHT TRUSS

14

L1 L2 L3 L4 L5 L6 L7 L8

NOT TO SCALE

A

FLOORBEAM HANGER (TYP)

THT TMC THT

U2 U3 U4 U5 U6 U7 U8U1

RIGHT TRUSS REPAIRS

1 A

2A

1 A

3

A

L9L0

A

A

TOP CHORD

A

A

BOTTOM CHORD

(TYP)

DIAGONALA

(TYP)

VERTICAL

NOTES:

4A

4A

4A

4A

4A

4A

4A

4A

6 A 6 A 6 A 6 A 6 A 6 A

7

A

7

A

7

A

7

A

7

A

7

A

7

A

7

A

ABUTMENT 1

ABUTMENT 2


REPAIR/REHABILITATION PROCEDURE.

SEE SHEET 3 FOR A CONCEPTUAL TRUSS


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PL

AC

EM

EN

T.

dgn

4/

10/

20

18

cmi

_t

mc

OFSHEET

C

TWE A

M

OM

ON L

F

H

O

N

EP

VSN

Y LA

AI

N

PROFESSIONAL

ENGINEER

REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


15


STA AHEADA

NOTES:

TMC TMC THT

19'-9"A

A

23'-

3"

A

A

13'-

3"

A

A1

0'-

0"

A

A

20'-

0"

A

A

10'-

0"

10'-

0"

A

A

A

A

A

A

A

A

2" CLR (TYP)

A

WINGWALL A

A

WINGWALL B

A

A

5"A

A20-EAS501 @ 1'-0" MAX TOP5"A

AA

A20-EAS601 @ 1'-0" MAX BOT

SLAB A

SLEEPER

25-

EA

S1

00

1

@

9"

MA

X

BO

T

19-

EA

S5

02

@

1'-

0"

MA

X

TO

PA

AA

A

A� SLEEPER SLAB A A� SLEEPER SLAB B

5'-0"A

A

21-

ES

S801

@

1'-

0"

MA

X

TO

P

&

BO

T

A

A

A

ATOP & BOT

3-ESS503 @ 9" MAX A

ATOP & BOT

7-ESS501 @ 9" MAX

5'-0"A

A


STA AHEADA

3" CLR A

A(TYP)

3" CLR A

A(TYP)

17'-3"A

A

STA 80+42.25

6-EAS1002 @ 9" MAX BOT

5-EAS503 @ 1'-0" MAX TOP

24-

EA

S504

@

1'-

0"

MA

X

A

A

WORK THIS SHEET WITH SHEETS 16 & 17.

FOR GENERAL NOTES SEE SHEET 3.A

A

A

A

IN PLAN VIEW)

(SEE ELEVATIONS

REMOVAL LIMIT

A

(TYP)

FF WINGWALL

A

APPROACH ROADWAY PAVEMENT

A

A

A

(TO BE REMOVED)

A

(TYP)

FF WINGWALL

NOT TO SCALE NOT TO SCALE

SECTION M-M

A

GUTTERLINE

A

CEMENT CONCRETE

WINGWALL WITH 1" MIN

PATCH TOP OF

A

SLIDING SURFACE **

A

CO

NC

RE

TE

SL

AB

SL

EE

PE

R

SL

AB

1'-

4"

A

A

1'-

0"

A

A

M

M

K

K

LL

1 0 1 2 FEET

PLAN

1 0 1 2 FEET

SLEEPER SLAB PLAN

A

1" JOINT MATERIAL (TYP)

VARIES A

A

24-

EA

S504

@

1'-

0"

MA

X

A

A

SLEEPER SLAB B

20'-

1"�

A

A

8'-

4"�

11'-

9"�

A

A

A

A

8'-

4"�

8'-

5"�

A

A

A

A

STA 80+25.00

17-

ES

S801

@

1'-

0"

MA

X

TO

P

&

BO

T

A

A

16'-

9"�

A

A

EL 377.61

STA 80+25.00

BEGIN CONC SLAB

EL 377.84

STA 80+44.75

END CONC SLAB

POLYETHYLENE SHEETING AS BOND BREAKER.

TROWEL SMOOTH AND PLACE 2 LAYERS OF 4 MIL. **

INDICATED ELEVATION.

REMOVE EXISTING WINGWALL PARAPET TO THE *

EL 376.23 *

EL 376.23 *

EL 375.93 *

EL 375.99 *

A

A

VARIES

A

A

VARIES

LIMIT OF WINGWALL PARAPET REMOVAL

A MATERIAL (TYP)

1" JOINT

PA

RA

PE

T

RE

MO

VE

WI

NG

WA

LL

VA

RI

ES

(TO BE REMOVED)


(GUIDE RAIL NOT SHOWN FOR CLARITY)

A

20'-

9"�

A

A

12'-

4"�

8'-

5"�

A

A

A

A

A

ATOP & BOT

4-ESS502 @ 9" MAX

MATERIAL

1" JOINT

9'-

4"�

8'-

2"�

A

A

A

A

17'-

6"�

A

A

1-ESS803 TOP & BOT

A

A

TOP & BOT

2-ESS802

CONCRETE SLAB PLAN

2'-2•" A

A

\\

GV

SE

RV

ER

1\

Pr

ojects\

58

01

_P

A_

Ber

ks

Co

_Zettle

mo

yer\

30

0_

CA

DD\

Plan_

Set\

Str

uct

ure\15-

17 -

AP

PR

OA

CH

SL

AB.

dgn

4/3

0/

20

18

cmi

_t

mc

OFSHEET

C

TWE A

M

OM

ON L

F

H

O

N

EP

VSN

Y LA

AI

N

PROFESSIONAL

ENGINEER

REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


16

NOTES:

TMC TMC THT

19'-9" CONCRETE SLABA

A

A

SLEEPER SLAB A

A

SLEEPER SLAB B

3" CLR A

A(TYP)

A

(RDWY ITEM)

SUBBASE

A

EAS504

EAS504 A

EAS501 TOPA

A

EAS601 BOT

5"A

A5" A

A

A

A

CEMENT CONCRETE

1'-4" CLASS AA

3" CLR A

A

A

A

2•" CLR

A

EAS502, EAS503

A

EAS1001, EAS1002

A

UNDERNEATH CONCRETE SLAB

POLYETHYLENE SHEETING

2 LAYERS OF 4 MIL.A

CONCRETE BACKWALL

SIDE

BRIDGE

SIDE

HIGHWAY

ACONCRETE SLAB

A

A

2'-6"A

A

3"A

A

A

SURFACE*

SLIDING

SHEETING AS BOND BREAKER.

LAYERS OF 4 MIL. POLYETHYLENE

TROWEL SMOOTH AND PLACE 2 *

A

(RDWY ITEM)

SUBBASE1

1

1

1

3"

CL

R

A

A

1

1

5'-0" SLEEPER SLAB AA

A

ESS501 TOP & BOT3" CLR (TYP)A

AA

A

6" MIN (TYP)A

A

3"

CL

RA

A

CEMENT CONCRETE

1'-0" CLASS AA

A

A

A

ESS801

A

5'-0" SLEEPER SLAB BA

A

ESS501 TOP & BOT3" CLR (TYP)A

AA

A

A

ESS801

A

A

SURFACE*

SLIDING

1'-4"

A

A

A

CONCRETE BACKWALL

A WATERSTOP

A

A

3" CLR (TYP)

SEE DETAIL C

SEE DETAIL B

SEE DETAIL A

SEE DETAIL D

SAWCUTA

A

…"A

A

ƒ"

A

AA

ROADWAY GRADE

„"

TO

A

A‚

" A

JOINT SEALING MATERIAL

PAVEMENT

CONCRETEA

AFLEXIBLEA

A

A

A

A

ACONCRETEA

A

A

A

A

SEE MANUFACTURER'S DATA.

TEMPERATURE AT THE TIME OF SAWING.

TO ACCOUNT FOR THE CONCRETE SURFACE

WIDTH OF OPENING SHOULD BE ADJUSTED **

…"

TO •

"

A

A

SLAB

BRIDGE

A

A

NOTE 7.

CLASSIFICATION, SEE

FOR •" MOVEMENT

INVERTED V JOINT SEAL

1•" MIN NOMINAL

A

A‚" MIN (TYP)

NEOPRENE SPONGE

•" CLOSED CELL

A

A

MA

NU

FA

CT

UR

ER'

S

DA

TA.

SE

AL

PL

US

1",

SE

E

DE

PT

H

EQ

UA

LS

HEI

GH

T

OF

NOT TO SCALE

DETAIL D

NOT TO SCALE

DETAIL C

JOINT PREPARATION NOTES

•" CLOSED CELLA

A

NEOPRENE SPONGE



AFF WINGWALL B

A

6'-11•" TO 8'-2"A

A7'-0" TO 11'-5•"

A

A

A

2•

"

CL

RA

A

1'-

4"

A

A2.00%A 2.00%A

EAS503EAS502A

A

A

A

EAS1002EAS1001A

A

A

A

A

EAS501

A

EAS601

3"

CL

R

A

A

1'-0" GAP IN POLYETHYLENE SHEETINGA

A

(T-787)

CONSTR � LONG ROAD

ALLOW FOR DRAINAGE (TYP)

ALONG REAR FACE OF WINGWALL TO

A

CROWN

UNDERNEATH CONCRETE SLAB

POLYETHYLENE SHEETING

2 LAYERS OF 4 MIL.

A

OFFSET (TYP)

TIMBER BLOCK

6" x 6" x 22‚"

A

AA

W6X9 POST (TYP)

BASE PLATE (TYP)

1'-0" x 1'-0" x 1"

A

SEE SHEET 17.

FOR ANCHOR BOLT LOCATIONS, *

SHEETING AS BOND BREAKER.

LAYERS OF 4 MIL. POLYETHYLENE

TROWEL SMOOTH AND PLACE 2 *

SECTION K-K

SECTION L-L

DETAIL A DETAIL B

SEAL AT THE SAME ELEVATION.

TOP EDGES OF THE CONTACT SURFACES ON BOTH SIDES OF THE

FROM ‚" TO •" BELOW THE LEVEL OF THE CHAMFER. MAKE THE

JOINT SEALS TO A UNIFORM DEPTH WITH THE TOP OF THE SEAL

USE ONLY APPROVED SEALS, AS LISTED IN BULLETIN 15. INSTALL 7.

OCCURS.

DO NOT EXCEED 3% ELONGATION OF THE SEAL, IF STRETCHING 6.

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

PREPARE BONDING SURFACES AND INSTALL JOINT SEAL IN 5.

SEAL GROOVE OPENING.

AND OIL FREE COMPRESSED AIR TO BLOW OUT RESIDUE FROM THE

FOREIGN MATERIAL, INCLUDING BROKEN CONCRETE. USE WATER

SURFACES TO THOROUGHLY CLEAN THE JOINT OPENING AND REMOVE

BEFORE INSTALLING THE SEAL, ABRASIVE BLAST THE BONDING 4.

INFORMATION.

AT THE TIME OF SAWING, SEE MANUFACTURER'S PRODUCT

ADJUSTED TO ACCOUNT FOR THE CONCRETE SURFACE TEMPERATURE

SEAL PLUS 1". THE WIDTH OF THE SECOND SAW CUT SHOULD BE

THE DEPTH OF THE JOINT OPENING EQUALS THE HEIGHT OF THE 3.

OPERATION TO REMOVE ANY RESIDUAL SLURRY BEFORE IT DRIES.

WATER BLAST OPENING IMMEDIATELY FOLLOWING SAW CUTTING 2.

OPENING FOR THE INVERTED V JOINT SEAL.

HOLDING A TOLERANCE OF �1/16" TO CREATE THE PROPER

IS MADE USING A DOUBLE-BLADED WATER-COOLED SAW CAPABLE OF

CUT IS DESIGNED TO CONTROL CRACKING. THE SECOND SAW CUT

LIMITED, THE JOINT OPENING SHALL BE FORMED. THE FIRST SAW

OPERATION WHERE ACCESSIBLE. WHERE ACCESSIBILITY IS

1. THE JOINT OPENING IS TO BE FORMED BY A TWO-STAGE SAWING

FF WING A

‚" CHAMFER

GRIND OR TOOL

PREPARATION NOTES. **

SEAL, SEE JOINT

JOINT OPENING FOR JOINT

1 0 1 2 FEET

6 0 6 12 INCHES 6 0 6 12 INCHES

0 FEET211

VARIES VARIES

CONCRETE SLAB DETAILS

SLAB

‡" | ANCHOR BOLT (TYP) *

\\

GV

SE

RV

ER

1\

Pr

ojects\

58

01

_P

A_

Ber

ks

Co

_Zettle

mo

yer\

30

0_

CA

DD\

Plan_

Set\

Str

uct

ure\15-

17 -

AP

PR

OA

CH

SL

AB.

dgn

4/1

0/

20

18

cmi

_t

mc

OFSHEET

C

TWE A

M

OM

ON L

F

H

O

N

EP

VSN

Y LA

AI

N

PROFESSIONAL

ENGINEER

REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


17

NOTES:

TMC TMC THT

MARK SIZE NUMBER LENGTH TYPE A REMARKS

REINFORCEMENT BAR SCHEDULE

B C

A

R = 58'-0"

A


STA AHEADA

STATION

80+43.88

80+41.42

80+38.35

80+35.32

80+32.32

80+29.36

80+26.46

80+43.84

80+41.35

80+38.24

80+35.13

80+32.02

80+28.92

80+25.81

7.9896

8.1979

8.6042

9.1771

9.9063

10.8021

11.8646

7.9063

7.9688

8.0833

8.2396

8.4479

8.7083

9.0000

145.5742°

143.1039°

140.0161°

136.9281°

133.8403°

130.7689°

127.6644°

330.3106°

330.9978°

331.8567°

332.7156°

333.5744°

334.4333°

335.2925°

AZIMUTH*(ft)

OFFSET

GUIDE RAIL POST LOCATIONS

OF THE POST.

GUIDE RAIL POST TOWARDS THE BACK

MEASURED FROM FRONT FACE OF *

A

(SEE TABLE BELOW) (TYP)

GUIDE RAIL POST LOCATION

R = 208'-6"

1•

"A

A

1'-

0"

A

A

1•"A

A

1'-0"A

A

6"A

A

A

BASE PLATE

1'-0" x 1'-0" x 1" A

W6X9

6"

A

AA

‡" | BOLTS

1" | HOLES FOR

22‚

"

AA

6"A

A

A

2•

"A

A

3Ž

"

2

@8ˆ

"3‡

"A

A

A

AA

A

A� BLOCK

1ƒ" (TYP)A

A

(TYP)

†" | HOLES

NOT TO SCALENOT TO SCALE

BASE PLATE DETAIL TIMBER OFFSET DETAIL

A

‚"

NOT TO SCALE

8•"A

A



A

B

4

C

SLEEPER SLABS

CONCRETE SLAB

LEFT GUIDE RAIL

RIGHT GUIDE RAIL

SIDE

ROADWAY

STA 80+25.00

BEGIN CONCRETE SLAB

STA 80+44.75

END CONCRETE SLAB

CONCRETE SLAB GUIDE RAIL DETAILS

EAS1002

EAS1001

EAS601

EAS504

EAS503

EAS502

EAS501

ESS803

ESS802

ESS801

ESS503

ESS502

ESS501

#10

#10

#6

#5

#5

#5

#5

#8

#8

#8

#5

#5

#5

6

25

20

48

5

19

20

2

4

76

6

8

14

STR

STR

STR

4

STR

STR

4

11

STR

STR

STR

STR

STR

11

AB

C

2'-9"

9•"

1'-11•"

10•"

19'-6" TO 22'-8"

2'-7"

2'-9"

9•"

6"

19'-3" TO 19'-5•"

19'-3"

19'-6" TO 22'-8"

6'-4•"

19'-3" TO 19'-5•"

19'-3"

21'-1" TO 24'-3"

4'-6•"

4'-6•" TO 4'-7"

4'-6"

20'-3"

19'-7" TO 20'-1"

16'-3" TO 17'-0"

VARY EACH BY •"

VARY EACH BY 2"

VARY EACH BY †"

VARY B BY 2"

2 EACH

2 EACH; VARY BY 2"

2 EACH; VARY BY 1•"

9"

1•

"A

AA

A

9"1•"A

AA

A

BOLT DETAIL

‡" A

A

A

NUT AND WASHER.

HEAD BOLT WITH

‡" | A325 HEX

\\

GV

SE

RV

ER

1\

Pr

ojects\

58

01

_P

A_

Ber

ks

Co

_Zettle

mo

yer\

30

0_

CA

DD\

Plan_

Set\

Str

uct

ure\15-

17 -

AP

PR

OA

CH

SL

AB.

dgn

4/1

0/

20

18

cmi

_t

mc

OFSHEET

C

TWE A

M

OM

ON L

F

H

O

N

EP

VSN

Y LA

AI

N

PROFESSIONAL

ENGINEER

REGISTERED

TYLER H. THAI

51651-E


REVISIONS

17

CHK:DR:DES:

BERKS COUNTY

OVER MAIDEN CREEK


SR 7215 SEC 9467


S-37849


DATE

3/28/2018


amendment #1 - attachment b - s37849 final … · d 15 c 11" 1'-0" truss brg...

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