TABLE OF CONTENTS - SHEET 1 · 2017-11-28 · pen table= scale= file= beam guide rail (bgr)...

CONSTRUCTION SIGNS

UNDERDRAINS

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CD-203-1

CD-405-1

CD-405-2

CD-405-3

CD-451-1

CD-452-1

CD-601-1

CD-602-8

CD-602-9 PRECAST MANHOLE

CD-603-1

CD-605-1

CD-605-2

CD-606-1

CD-606-5

CD-606-6

CD-607-1

CD-607-2

CD-607-3

CD-609-1

CD-609-2

CD-609-3

CD-609-5

CD-609-4

CD-609-6

CD-157-1 MONUMENT AND MONUMENT BOX

CD-158-1

CD-158-2

CD-158-3

CD-158-4

CD-159-1 TRAFFIC CONTROL DEVICES

CD-159-2 TRAFFIC CONTROL DEVICES

CD-159-3

CD-159-4

CD-159-5

CD-159-6 CONSTRUCTION SIGNS

CD-159-7

CD-159-8 INTERSTATE CONSTRUCTION IDENTIFICATION SIGN

CD-159-9 CONSTRUCTION IDENTIFICATION SIGNS

CD-202-1

CONCRETE PAVEMENT LONGITUDINAL JOINTS

CD-601-2 PIPE END SECTIONS

CD-601-3

CD-602-1 INLET GENERAL DETAILS

CD-602-2 INLETS, TYPE A, B, & C

CD-602-3 INLETS, TYPE B1, B2, & B, B1, & B2 MODIFIED

CD-602-4 INLETS, TYPE E, E1, E2, & ES

INLETS, TYPE D1 & D2

CD-602-6

CD-602-7

MANHOLE

CD-602-10 CONCRETE HEADWALL AND APRON

CD-602-11 CONCRETE CULVERT

CHAIN-LINK FENCE

CHAIN-LINK FENCE

CONCRETE AND HMA ISLAND

CONCRETE AND GRANITE CURB

BARRIER CURB

BEAM GUIDE RAIL

RUB RAIL

CONTROLLED RELEASE TERMINAL

CD-610-7

CD-608-1

2

ROADWAY CONSTRUCTION DETAILS

CD-401-1 MILLING

CD-401-2

CD-453-1

CD-453-2

SLAB STABILIZATION

CD-454-1 RETROFIT DOWEL BARS

41

FULL DEPTH CONCRETE PAVEMENT REPAIR


LONGITUDINAL JOINTS IN HMA

CONCRETE PAVEMENT TRANSVERSE JOINTS

PARTIAL DEPTH CONCRETE PAVEMENT REPAIR

63

64

65

66

67

SOIL EROSION AND SEDIMENT CONTROL MEASURES




SOIL REUSE

CROSS DRAIN OR UTILITY TRENCH CONSTRUCTION

CD-159-10 TEMPORARY CRASH CUSHION, COMPRESSIVE BARRIER SUMMARY TABLE

23

24

25

26

27

28

43

I-9 SOIL AGGREGATE AND EMBANKMENT

CD-602-5

EXTENSION FRAMES FOR EXISTING INLETS

BURIED GUIDE RAIL TERMINAL

EXTENSION RING FOR EXISTING MANHOLE

CONSTRUCTION BARRIER CURB WITH BOX BEAM STIFFENER

CONSTRUCTION BARRIER CURB (ALTERNATE A)

CONSTRUCTION BARRIER CURB (ALTERNATE B)

42

CONCRETE SIDEWALK (PUBLIC SIDEWALK CURB RAMP)

71

72

73

74

75

76

CD-609-12

CD-609-13

CD-609-14

CD-609-15

CD-609-11 BEAM GUIDE RAIL ATTACHMENTS

BEAM GUIDE RAIL ATTACHMENTS



85 CD-610-5 RUMBLE STRIPS

CD-610-6 CENTERLINE RUMBLE STRIP

CENTERLINE RUMBLE STRIP

CD-611-1 CRASH CUSHION COMPRESSIVE BARRIER SUMMARY TABLE

CD-612-1 SIGNS

CD-612-2 SIGNS

CD-612-3 SIGNS

CD-612-4

CD-612-5

CD-612-6

CD-612-7 BREAKAWAY SIGN SUPPORTS FOR GROUND MOUNTED SIGNS




STEEL U-POST SIGN SUPPORTS



93

94

95

96

97

98

99

89

90

91

92

CD-807-1 TOPSOIL STABILIZATION

CD-811-1 PLANTING

CD-811-2 PLANTING

22

30

31

32

33

34

35

36

37

38

39

40

44

45

46

47

48

49

50

51

52

53

54

55

CD-606-2

CD-606-3

CD-606-4

56

57

58

59

60

61

62

70 CD-609-9

86

CD-609-10

87

88

100

101

BD

C1

6D

-01

-OR

IGIN

AL

SH

EE

T

GRADING AND ROADSIDE RECOVERY AREA AT FLARED AND

TANGENT GUIDE RAIL TERMINALS

164

SLOPE, OUTFALL, AND CHANNEL PROTECTION

CONCRETE PAVEMENT JOINTS NON-SKEWED LOAD

TRANSFER ASSEMBLIES29

CONCRETE SIDEWALK (PUBLIC SIDEWALK CURB RAMP TABLES)

CONCRETE SIDEWALK (PUBLIC SIDEWALK CURB RAMP TABLES)

CD = ROADWAY

TCD = TRAFFIC CONTROL DETAILS

BCD = BRIDGE CONSTRUCTION DETAILS

CONCRETE AND HMA, DRIVEWAY AND SIDEWALK

NONVEGETATIVE SURFACE

1

2

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

COVER SHEET

3

TABLE OF CONTENTS - SHEET 1


SHEET # DESCRIPTION SHEET # DESCRIPTION


SHEET # DESCRIPTION

81

82

83

84

CD-610-1

CD-610-2

CD-610-3

RAISED PAVEMENT MARKER (RPM), LOCATION



GROUND MOUNTED FLEXIBLE DELINEATORSCD-610-4

80

79 CD-609-18 MODIFIED THRIE BEAM GUIDE RAIL

CD-609-19

CD-609-2080A THRIE BEAM GUIDE RAIL TRANSITIONS

CD-609-17E BEAM GUIDE RAIL ATTACHMENTS

CD-609-17D BEAM GUIDE RAIL ATTACHMENTS

CD-609-17C BEAM GUIDE RAIL ATTACHMENTS

CD-609-17B BEAM GUIDE RAIL ATTACHMENTS

CD-609-17A BEAM GUIDE RAIL ATTACHMENTS

78 CD-609-17 BEAM GUIDE RAIL ATTACHMENTS

78A

78B

78C

78D

78E

CD-609-16 BEAM GUIDE RAIL ATTACHMENTS

CD-609-16A BEAM GUIDE RAIL ATTACHMENTS77A

CD-609-15A BEAM GUIDE RAIL ATTACHMENTS

CD-609-15B BEAM GUIDE RAIL ATTACHMENTS

76A

76B

69 CD-609-8

69A CD-609-8A

MEDIAN GUIDE RAIL TREATMENTS

MEDIAN GUIDE RAIL TREATMENTS

MEDIAN GUIDE RAIL TREATMENTSCD-609-768

68A

68B

CD-609-7A

CD-609-7B

BEAM GUIDE RAIL TREATMENTS


CD-607-4 BARRIER CURB

CD-607-5 BARRIER CURB

CD-607-6

60A

60B

60C

ABBREVIATIONS

BD

C1

7D

-02

-RE

VIS

ED


INDEX 1 FOR STANDARD ROADWAY CONSTRUCTION DETAILS




DETECTABLE WARNING SURFACE

77

CURB TRANSITIONS

BARRIER CURB

BEAM GUIDE RAIL, DUAL FACED (MASH TL-3)

BEAM GUIDE RAIL ANCHORAGE (MASH TL-3)

FLARED GUIDE RAIL TERMINAL AND TANGENT GUIDE RAIL

TERMINAL (MASH TL-3)

MODIFIED THRIE BEAM GUIDE RAIL, DUAL FACED (NCHRP 350 TL-4)

BD

C1

7D

-10

-RE

VIS

ED

4

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BEAM GUIDE RAIL (BGR)

CD-609-1.1

CD-609-3.1

CD-609-6


CONTROLLED RELEASE TERMINAL ANCHORAGE

CD-609-6.3

CD-609-6.2

CD-609-6.1


GENERAL NOTES

MODIFIED THRIE BEAM GUIDE RAIL

INDEX SHEET 1

CD-609-7.2

CD-609-7.1

MEDIAN GUIDE RAIL TREATMENT AT ADJACENT BRIDGES

CD-609-8.2ADDITIONAL LENGTH BEAM GUIDE RAIL POSTS


CD-609-16.1

CONCRETE PAVEMENT REHABILITATION

CD-453-2.1

CD-453-2.2

CD-454-1.2

SLAB STABILIZATION

PARTIAL DEPTH CONCRETE PAVEMENT REPAIR

CD-453-2

FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA

RETROFIT DOWEL BARS CD-454-1

RETROFIT DOWEL BARS AT EXISTING JOINT CD-454-1.1

RETROFIT DOWEL BARS AT PAVEMENT CRACK



CD-609-18.1

CRASH CUSHIONS

CD-451-1.1

CD-452-1.1

CD-453-1.1

BD

C16D

-01-O

RIG

INA

L S

HE

ET

164

CD-609-2.1

REINFORCEMENT STEEL FOR FULL DEPTH CONCRETE PAVEMENT

REPAIR, CLASS __

CD-609-19.1


CONCRETE AND GRANITE CURB CD-607-1

CD-607-1.1

CD-607-1.2

CD-607-1.3

CD-607-1.7

CD-607-1.6

CD-607-1.5

CD-607-1.8

CD-607-1.9

9" x ___" CONCRETE VERTICAL CURB, DOWELLED

12" x 3" CONCRETE SLOPING CURB, DOWELLED

12" x 13" CONCRETE SLOPING CURB

CONCRETE VERTICAL CURB

CD-607-2

CD-607-2.1

CD-607-2.6

CD-607-2.4

CD-607-2.3

CD-607-2.2

BARRIER CURB CD-607-3

CD-607-3.3

CD-607-3.2

CD-607-3.1

CURBS

APPROACH CURBED GORE AREA TREATMENT

CONCRETE VERTICAL CURB MONOLITHIC WITH CONCRETE PAVEMENT

CONCRETE VERTICAL CURB MONOLITHIC WITH CONCRETE BASE COURSE CD-607-1.4

CURB TREATMENT AT BERM SECTION AND ALL CURB ENDS

24" x ____" CONCRETE BARRIER CURB, DOWELLED

24" x 41" CONCRETE BARRIER CURB

LIP CURB FOR BEAM GUIDE RAIL ATTACHMENTS

METHOD OF DEPRESSING CURB AT DRIVEWAYS

CONSTRUCTION SIGNS CD-159-6.1

CONSTRUCTION SIGNS

CONSTRUCTION SIGNS CD-159-7.1

INTERSTATE CONSTRUCTION IDENTIFICATION SIGN CD-159-8

CD-159-9CONSTRUCTION IDENTIFICATION SIGN

CD-159-10.1

CONCRETE CULVERT CD-602-11.1

CD-602-11.2

CRASH CUSHIONS COMPRESSIVE BARRIER SUMMARY TABLE CD-611-11.1

TEMPORARY CRASH CUSHIONS COMPRESSIVE BARRIER SUMMARY TABLE

DESCRIPTION CD

RUB RAIL

BEAM GUIDE RAIL

GUIDE RAIL POST INSTALLATION IN ROCK

DESCRIPTION CD DESCRIPTION CD

GENERAL NOTES APPLYING TO ALL TYPES OF DOWELLED CURBS

NEW OR RESET GRANITE CURB

CONSTRUCTION JOINT OF CULVERT

CULVERTS

INDEX FOR STANDARD ROADWAY CONSTRUCTION DETAILSB

DC

17

D-0

2-R

EV

ISE

D

CD-609-20.1THRIE BEAM GUIDE RAIL TRANSITIONS


MEDIAN GUIDE RAIL TREATMENTS CD-609-7

TELESCOPING GUIDE RAIL END TERMINAL

DUAL FACED MEDIAN GUIDE RAIL AND TANGENT OR FLARED TERMINAL

MEDIAN GUIDE RAIL TREATMENTS CD-609-7A

CD-609-7A.1

CD-609-7A.2

CD-609-7B.1OVERLAPPING DUAL FACED MEDIAN BEAM GUIDE RAIL

CD-609-8.1CLEARANCE FROM FACE OF RAIL TO OBSTRUCTION

CD-609-8.3

CD-609-8.4VERTICAL TRANSITION TO EXISTING 27‚" HIGH GUIDE RAIL

BEAM GUIDE RAIL TREATMENTS CD-609-8

BEAM GUIDE RAIL TREATMENTS CD-609-8A

CD-609-8A.1

CD-609-8A.2

CD-609-8A.3RAIL HEIGHT DETERMINATION

18'-9" OR 25'-0" UNSUPPORTED SPAN

12'-6" UNSUPPORTED SPAN

BEAM GUIDE RAIL TERMINALS

CD-609-4.1

CD-609-5.1

BURIED GUIDE RAIL TERMINAL CD-609-9.1

GRADING AND ROADSIDE RECOVERY AREA AT FLARED AND TANGENT

GUIDE RAIL TERMINALSCD-609-10

GRADING TREATMENT AT FLARED AND TANGENT GUIDE RAIL TERMINALS

RECOVERY AREA AT FLARED AND TANGENT GUIDE RAIL TERMINALS

CD-609-10.1

CD-609-10.2

CD-609-11.1BEAM GUIDE RAIL ATTACHMENT TO SIDEWALK

BEAM GUIDE RAIL ATTACHMENT TO EXISTING BALUSTRADE CD-609-12.1

CD-609-13.1

CD-609-14.1

CD-609-15.1

CD-609-15A.1

CD-609-15B.1

CD-609-16A.1

CD-609-17.1

CD-609-17A.1

CD-609-17B.1

CD-609-17C.1

CD-609-17D.1

CD-609-17E.1

GUIDE RAIL ATTACHMENT - NEW CONSTRUCTION - MASH TL-3

SIDEWALK WITH ONE RAIL STEEL BRIDGE RAILING PARAPET


SIDEWALK WITH ONE RAIL STEEL BRIDGE RAILING PARAPET


SIDEWALK WITH 4 BAR OPEN STEEL BRIDGE RAILING PARAPET


SIDEWALK WITH 4 BAR OPEN STEEL BRIDGE RAILING PARAPET


F SHAPE BARRIER PARAPET (NO ROADWAY CURBING ON APPROACH)


F SHAPE BARRIER PARAPET (WITH ROADWAY CURBING ON APPROACH)


F SHAPE BARRIER PARAPET (NO ROADWAY CURBING ON APPROACH)


F SHAPE BARRIER PARAPET (WITH ROADWAY CURBING ON APPROACH)

GUIDE RAIL ATTACHMENT - MASH TL-3 - EXISTING NJ BARRIER

PARAPET ( NO ROADWAY CURBING ON APPROACH)


PARAPET ( WITH ROADWAY CURBING ON APPROACH)


PARAPET ( NO ROADWAY CURBING ON APPROACH)


PARAPET ( WITH ROADWAY CURBING ON APPROACH)

CD-607-4.1

CD-607-5.1

CD-607-5.2

CD-607-5.3

CD-607-5

CD-607-6

MASH TL-5 F SHAPE BARRIER CURB

BARRIER CURB

OPENINGS TO BE CONSTRUCTED IN F SHAPE BARRIER CURB

24•" x ____" F SHAPE CONCRETE BARRIER CURB, DOWELLED

24•" x 51" F SHAPE CONCRETE BARRIER CURB

TELESCOPING GUIDE RAIL END TERMINAL CONNECTION TO DUAL FACED


BD

C17D

-10-R

EV

ISE

D

BEAM GUIDE RAIL, DUAL FACED (MASH TL-3)

MODIFIED THRIE BEAM GUIDE RAIL, DUAL FACED (NCHRP 350 TL-4)

BEAM GUIDE RAIL ANCHORAGE (MASH TL-3)

FLARED GUIDE RAIL TERMINAL AND TANGENT GUIDE RAIL

TERMINAL (MASH TL-3)

CURB TRANSITIONS

LINEAR CURB TRANSITION CD-607-2.5

METHOD OF TRANSITIONING CURB AT A BEAM GUIDE RAIL ANCHORAGE

MASH TL-3 NJ BARRIER CURB

BARRIER CURB

METHOD OF TRANSITIONING CURB AT A FLARED OR TANGENT GUIDE RAIL TERMINAL

BARRIER CURB TAPERED END

CD-607-6.2MASH TL-3 NJ BARRIER CURB

CD-607-6.1

4"

12"

SURFACE

PAVEMENT

SURFACE

PAVEMENT

VARIABLE

SLOPE AS SPECIFIED

VARIABLE

CLASS B CONCRETE

VA

R.

SLOPE AS SPECIFIED

VA

R.

B

SIZE

CURB

A

DIM.

B

DIM.

A

B

A

B

JOINT SEALER

PAVEMENT SURFACE

SIZE

CURB

A

DIM.

B

DIM.

JOINT SEALER

CLASS B CONCRETE

PAVEMENT

GRANITE CURB

B

9"

8"

R=•"

1"

R=1‚"

4•"

4"

2" 4"

4" 6"

12"

2"

2"

R=ƒ"

2"

6"

4"

4"

8"

1"

R=1‚"

R=•"

R=ƒ"12"

2"

2"

•"

14"

R=•"

8"1"

R=1‚"

16"

18"

4"

6"

•"

9"

8"

1"R=•" R=1‚"

REINFORCED, " THICK

AS CONCRETE SURFACE COURSE,

THIS PORTION TO BE PAID FOR

6"

4"

6"

8"

4"

•"

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

SEALER

JOINT

SURFACE

PAVEMENT

TYPES OF DOWELLED CURBS

GENERAL NOTES APPLYING TO ALL

NOTE:

NOTES:

BASE COURSE

CONCRETE

4"

6"

9"x4"

9"x6"

ENTIRE LENGTH OF THE GRANITE CURB.

FOUNDATION TO BE INSTALLED THE

DIM. B

PAVEMENT LESS •"

THICKNESS OF THE

STRIP EQUAL TO THE

DEPTH OF JOINT FILLER

9"x18"

CONCRETE AND GRANITE CURB

4"

6"

DIM. B

4"

6"

DIM. B

R=ƒ"

R=ƒ"

9"x16"

CLASS B

CONCRETE

CLASS B

CONCRETE

CLASS B

CONCRETE

CLASS B

CONCRETE

B

PAVEMENT

CONCRETE

PROPOSED

EXISTING OR

CONCRETE

B

CLASS

PAVEMENT

4"

12"

PAVEMENT

PROPOSED HMA

N.T.S.

R=1‚"R=1‚"

R=•" R=•"

NOTES:

REVEAL VARIES 0 TO 3"

OR CONCRETE BASE COURSE

BETWEEN CURB AND CONCRETE PAVEMENT

THICKNESS LESS •". TO BE INSTALLED

DEPTH OF FILLER STRIP EQUALS PAVEMENT

•" PREFORMED BITUMINOUS JOINT FILLER

OR CONCRETE BASE COURSE

BETWEEN CURB AND CONCRETE PAVEMENT

THICKNESS LESS •". TO BE INSTALLED

DEPTH OF FILLER STRIP EQUALS PAVEMENT

•" PREFORMED BITUMINOUS JOINT FILLER

CLASS B

CONC.

BASE COURSE

FOR AS CONCRETE

THIS PORTION TO BE PAID

VERTICAL CURB, DOWELLED

SLOPING CURB, DOWELLED

12" x 3" CONCRETE

MONOLITHIC WITH CONCRETE BASE COURSE


12" x 13" CONCRETE SLOPING CURB

MONOLITHIC WITH CONCRETE PAVEMENT


CD-607-1

CD-607-1.2 CD-607-1.3

CD-607-1.4

CD-607-1.7

CD-607-1.6

CD-607-1.5

CD-607-1.8

CD-607-1.1

CD-607-1.9

4'-0" C. TO C. LONGITUDINALLY

GROUT IN DRILLED HOLES, SPACED

6" LONG. DOWELS TO BE SET IN

#19 REINFORCEMENT STEEL,

VERTICAL CURB

PAID FOR AS CONCRETE

THIS PORTION TO BE

VERTICAL CURB

PAID FOR AS CONCRETE

THIS PORTION TO BE

REINFORCEMENT STEEL IS IN METRIC UNITS.

58LIP CURB FOR BEAM GUIDE RAIL ATTACHMENTS

BD

C16

D-0

1-O

RIGIN

AL S

HE

ET

45# SMOOTH ROLL ROOFING BETWEEN IT AND THE EXISTING PAVEMENT.

CURB IN THE PORTION OF THE PANEL TO BE CONSTRUCTED WITH

SHORTER PORTION OF THE CURB PANEL ARE TO BE OMITTED AND THE

LONGITUDINAL JOINT IN THE EXISTING PAVEMENT, THE DOWELS IN THE

WHERE DOWELLED CURB IS TO BE CONSTRUCTED ACROSS A

THE CONTRACTOR MAY CONSTRUCT OPEN JOINTS, IF DESIRED.

TO THE RE. WHERE THE REQUIRED JOINT OPENING EXCEEDS 1 INCH,

GLUED OR OTHERWISE FASTENED TOGETHER BY A MEANS SATISFACTORY

FOR THICKNESS OF 1 INCH OR MORE, LAYERS OF • INCH MATERIAL MAY BE

OPPOSITE EVERY TRANSVERSE JOINT IN THE CENTRAL PAVEMENT STRIPS.

ASSEMBLY IN THE MONOLITHIC PAVEMENT STRIP TO BE DIRECTLY

EXPANSION JOINTS • INCH WIDE IN THE CURB, AND EXPANSION JOINT

OPPOSITE EVERY TRANSVERSE JOINT IN THE CENTRAL PAVEMENT STRIPS.

ASSEMBLY IN THE MONOLITHIC PAVEMENT STRIP TO BE DIRECTLY

EXPANSION JOINTS • INCH WIDE IN THE CURB, AND EXPANSION JOINT

164

NOT TO EXTEND THROUGH THE CURB.

VERTICAL CURB. THE TRANSVERSE EXPANSION JOINT MATERIAL

JOINT MATERIAL IN THE CURB TO BE AS SPECIFIED FOR CONCRETE

NOT TO EXTEND THROUGH THE CURB.

VERTICAL CURB. THE TRANSVERSE EXPANSION JOINT MATERIAL

JOINT MATERIAL IN THE CURB TO BE AS SPECIFIED FOR CONCRETE

CLASS B

CONCRETE

HMA = HOT MIX ASPHALT

9" x " CONCRETE


NEW OR RESET GRANITE CURB

NOTE:

11‚"

TYPE B ATTACHMENT

10•"

TYPE A ATTACHMENT

PAVEMENT

(TOTAL LENGTH OF CURB 14'-0")

TO 0" OVER 3'-4"

AT END OF CURB, TRANSITION

CONCRETE

B

CLASS

24'-6" FOR TL-2 ATTACHMENTS

17'-0" FOR TL-3 ATTACHMENTS

TOTAL LENGTH OF CURB:

AT END OF CURB, TRANSITION TO 0" OVER 3'-4"

NOTES:

2.

1.

CD-609-14 THRU CD-609-17E.

SEE BRIDGE ATTACHMENT DETAILS ON SHEETS

9" x 16" CONCRETE VERTICAL CURB.

PAYMENT FOR LIP CURB WILL BE MADE UNDER

BD

C17

D-0

2-R

EVISIO

NS

TO

CD-6

07-1.9

PAVEMENT OR CONCRETE BASE COURSE

BETWEEN CURB AND CONCRETE

BITUMINOUS TYPE, TO BE INSTALLED

•" PREFORMED EXPANSION JOINT FILLER,

ADJACENT TO HMA PAVEMENT

WHEN CURB IS CONSTRUCTED

ON SAME BATTER AS UPPER FACE

THIS FACE MAY BE CONSTRUCTED

LONGITUDINALLY

SPACED 4'-0" C. TO C.

SET IN GROUT IN DRILLED HOLES,

6" OR 8" LONG. DOWELS TO BE

#19 REINFORCEMENT STEEL

TO BE AS FOLLOWS:

CURB, EXCEPT THAT THE THICKNESS OF THE JOINT FILLER IN THE CURB

CONSTRUCT THE TRANSVERSE JOINTS AS SPECIFIED FOR THE

• INCH FOR INTERMEDIATE JOINTS AND JOINTS OVER DEFINITE CRACKS.

JOINTS BETWEEN THE APPROACH SLABS AND BRIDGES.

EXISTING WIDTH OF THE TRANSVERSE JOINTS IN BRIDGES AND THE

50 FEET VARIABLE IN MULTIPLES OF • INCH BUT NOT LESS THAN THE

1 INCH OVER PAVEMENT JOINTS WHERE SLAB LENGTH IS MORE THAN

1.

2.

3.

(a)

(b)

OR LESS.

• INCH OVER PAVEMENT JOINTS WHERE SLAB LENGTH IS 50 FEET

(c)

9"x14" 14" 2"

BD

C17

D-10-9

"x14

" V

ER

TIC

AL

CU

RB

AD

DE

D

GUTTER LINE

FULL H

EIGHT

OF

CURB

DIRECTI

ON

OF

TRAFFIC

DIRECTION OF TRAFFIC

FULL HEIGHT

OF CURB

FULL HEIGHT OF CURB

AA

VARIABLE

D

CA

B

AC

B

B

10'-0"

TRANSITION

10'-0"

TRANSITI

ON

2"

12"

9"16"

18"

4"

6"

14"

16"

2"

4"

2"

6"

2"

1•"

1•"

10'-0"


PLAN

SECTION B-B

SECTION A-A

18" MAX. 18" MAX.

10'-0" 10'-0"

TOP OF CURB

5'-0

"

MIN

9" x 16"

9" x 18"

CD-607-2

CD-607-2.1

CD-607-2.2

CD-607-2.3

CD-607-2.4


GREATER REVEAL LESSER REVEAL

ELEVATION

CD-607-2.5

SURFACE

PAVEMENT

59

LINEAR CURB TRANSITION

METHOD OF DEPRESSING CURB AT DRIVEWAYS

BD

C16

D-0

1-O

RIGIN

AL S

HE

ET


164

10' TRANSITION

DIRECTED

RADIUS, AS

BD

C17

D-0

2-M

AS

H

TIT

LE

AD

DE

D

ISLAND, 4" THICK

CONCRETE

4" THICK

ISLAND,

CONCRETE

SURFACE

PAVEMENT

TO FULL HEIGHT OF CURB

CURB TRANSITION 2" FACE

TYPE B

INLET

APPROACH CURBED GORE AREA TREATMENT

SURFACE

PAVEMENT

SIZE

CURB

A

DIM.

B

DIM.

C

DIM.

D

DIM.SURFACE

PAVEMENT

TRAFFIC

12'-6" CURB TRANSITION

75' MIN.

GUTTERLINE

TOP OF CURB 2"4"

MA

X.

SLOPING OR

VERTICAL CURB VERTICAL CURB

SLOPING OR

TOP OF CURB

GUTTERLINE

37'-6" FLARED TERMINAL

OR 50'-0" TANGENT TERMINAL

2"

PAY LIMIT 9" X 14" CONCRETE VERTICAL CURB

9" X 14" CONCRETE VERTICAL CURB 10' CURB TRANSITION

SECTION AND ALL CURB ENDS

CURB TREATMENT AT BERM

METHOD OF TRANSITIONING CURB AT A FLARED OR TANGENT GUIDE RAIL TERMINAL

VA

RIE

S

CD-607-2.6

12'-6" CURB TRANSITION

GUTTERLINE

TOP OF CURB2" 4"

MA

X.

SLOPING OR

VERTICAL CURBVERTICAL CURB

SLOPING OR

TOP OF CURB

GUTTERLINE

2"

PAY LIMIT 9" X 14" CONCRETE VERTICAL CURB

9" X 14" CONCRETE VERTICAL CURB

10' CURB TRANSITION

VA

RIE

S

TRAFFIC

BEAM GUIDE RAIL ANCHORAGE

METHOD OF TRANSITIONING CURB AT A BEAM GUIDE RAIL ANCHORAGE

N.T.S.

CURB TRANSITIONS

2"

BD

C17

D-10-T

RA

NSIT

ON

WIT

H

GUID

E

RAIL

AD

DE

D

12'-6"

N.T.S.

SUBBASE

3'-0"1'-0"

5'-0"

A

A

15'-0"

NUMBER OF OPENINGS AS SHOWN ON THE PLANS

5'-0"

2'-6"

3'-0"

DOWEL

15'-0"`{

EXISTING JOINT

{

15'-0"`

5'-0"

1'-0"

1'-0"

1'-0"

6"

6"

6"

3"

3"

32"

4"

4"

12"

24"

4"

24"

9"

24"

2"

2"

2"2"



3"

BARRIER CURB

4"

4" OPENING

4" OPENING

CONSTRUCTION JOINT

CD-607-3

CD-607-3.2CD-607-3.1

CD-607-3.3

REINFORCEMENT STEEL

#13 EPOXY COATED

SPACED 4'-0" C. TO C. LONGITUDINALLY

IN NON-SHRINK GROUT IN DRILLED HOLES

#25 REINFORCEMENT STEEL, 8" LONG, TO BE SET

REINFORCEMENT STEEL

#13 EPOXY COATED

STEEL, 10'-0" LONG

#13 REINFORCEMENT

REINFORCEMENT STEEL

#13 EPOXY COATED

60

BD

C16

D-0

1-O

RIGIN

AL S

HE

ET

164

AS SPECIFIED

COURSE THICKNESS,

PROPOSED BASE

SECTION A-A

SURFACE

EXISTING PAVEMENT

CLASS B

CONCRETE

GRAY

HMA = HOT MIX ASPHALT


CONCRETE SURFACE

2" FROM EXPOSED

MAX.

3"

(A) (B)

(C)

(D)

GENERAL NOTES:

(E)

TRANSVERSE EXPANSION JOINT FILLER IS AS FOLLOWS:

‚" FROM FACES AND TOP OF CURB. THE THICKNESS OF THE

REQUIREMENTS OF AASHTO M-213 SPECIFICATION, RECESSED

IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE

FILL THE TRANSVERSE JOINTS WITH PREFORMED BITUMINOUS-

TO MAKE EQUAL SECTIONS NOT OVER 15'-0" IN LENGTH.

CONSTRUCT ADDITIONAL JOINTS IN THE CURB SO SPACED AS

CRACKS THROUGH THE PAVEMENT AS JOINTS. ALSO

OVER TRANSVERSE JOINTS IN THE PAVEMENT. TREAT DEFINITE

INSTALL TRANSVERSE JOINTS IN THE CURBS AT AND DIRECTLY

THEREON.

SPECIFICATIONS PRIOR TO THE CONSTRUCTION OF THE CURB

OR CONCRETE BASE COURSE AS SPECIFIED IN THE

CLEAN THE SURFACE OF THE EXISTING CONCRETE PAVEMENT

(1)

(2)

(3)

CONSTRUCT OPEN JOINTS.

JOINT OPENING EXCEEDS 1", THE CONTRACTOR MAY

MEANS SATISFACTORY TO THE RE. WHERE THE REQUIRED

MAY BE GLUED OR OTHERWISE FASTENED TOGETHER BY A

THE THICKNESS OF 1" OR MORE LAYERS OF •" MATERIAL

AND JOINTS BETWEEN THE APPROACH SLABS AND BRIDGES.

EXISTING WIDTH OF THE TRANSVERSE JOINTS IN BRIDGES

VARIABLE IN MULTIPLES OF •" BUT NOT LESS THAN THE

LENGTH IS MORE THAN 50 FEET.

IS 50 FEET OR LESS, 1" OVER PAVEMENT JOINTS WHERE SLAB

CRACKS, •" OVER PAVEMENT JOINTS WHERE SLAB LENGTH

•" FOR IMMEDIATE JOINTS AND JOINTS OVER DEFINITE

(F)

(a)

(b)

(c)

COURSE:

EXISTING CONCRETE PAVEMENT OR EXISTING CONCRETE BASE

WHERE DOWELLED BARRIER CURB IS TO BE CONSTRUCTED ON


INSTALL FLEXIBLE DELINEATORS ON BARRIER CURB.

SURFACE.

AND WATER TO OBTAIN THE ABOVE MENTIONED FINISHED

FLOAT FINISH RUBBED WITH A MIXTURE OF CEMENT, SAND,

DEEMS IT NECESSARY, THE CURB IS TO BE GIVEN A WOOD

POCKETS, DEPRESSIONS, AND HONEYCOMBS. IF THE RE

SMOOTH, DENSE UNPITTED AND FREE FROM AIR BUBBLE

THE FINISHED SURFACE OF THE BARRIER CURB IS TO BE

OF CURB.

M-213 SPECIFICATION, RECESSED ‚" FROM FACES AND TOP

FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTO

WITH PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT

CURB DIRECTLY OVER JOINTS IN THE BASE. FILL THE JOINTS

•" WIDE IN THE BASE 20'-0" APART AND IN THE BARRIER

PROPOSED CONCRETE BASE, INSTALL TRANSVERSE JOINTS

WHERE BARRIER CURB IS TO BE CONSTRUCTED ON

BETWEEN IT AND THE EXISTING PAVEMENT.

PORTION OF THE PANEL WITH 45# SMOOTH ROLL ROOFING

PORTION OF THE CURB. CONSTRUCT THE CURB IN THIS

OR BASE COURSE, OMIT THE DOWELS IN THE SHORTER

ACROSS A LONGITUDINAL JOINT IN THE EXISTING CONCRETE

WHERE DOWELLED BARRIER CURB IS TO BE CONSTRUCTED


OPENINGS TO BE CONSTRUCTED IN BARRIER CURB

24" x ____ " CONCRETE BARRIER CURB, DOWELLED

BD

C17

D-0

2-M

AS

H

TIT

LE

AD

DE

D

7"

R=1"

DELINEATORS

FLEXIBLE

2"

3"

RESURFACING

3" TYPICAL FOR FUTURE

CLASS B

CONCRETE

10"

R=1"

GROUT IN DRILLED HOLES SPACED 4'-0" C. TO C. LONGITUDINALLY

#25 REINFORCEMENT STEEL, 8" LONG, TO BE SET IN NON-SHRINK

R=10"

{

6"

3"

32"

REINFORCEMENT STEEL

#13 EPOXY COATED

7"

DELINEATORS

FLEXIBLE

2"

3"

CLASS B

CONCRETE

10"

R=1"

R=10"

PAVEMENT SURFACE

EXISTING CONCRETEROLL ROOFING

45# SMOOTH

PAVEMENT SURFACE

PROPOSED HMA

{

6"

3"

32"

REINFORCEMENT STEEL

#13 EPOXY COATED

7"

DELINEATORS

FLEXIBLE

2"

3"

CLASS B

CONCRETE

10"

R=1"

R=10"

45°

1"

4"

4"

PAVEMENT SURFACE

PROPOSED HMA

RESURFACING

3" TYPICAL FOR FUTURE

RESURFACING

FOR FUTURE

3" TYPICAL

4'-0" C. TO C.

STAGGERED

STEEL, 8" LONG,

#25 REINFORCEMENT

BD

C17

D-10-C

D-6

07-3.1 &

CD-6

07-3.2 T

EX

T

RE

VIS

ED

R=1"R=1"

N.T.S.



164

60CCD-607-6.2

6"

4"

5'-0"

42"

R=12"

2"

2"

NOTES:

BARRIER CURB TAPERED END

CD-607-6

1'-6"

1'-6"

12"

RESURFACING

FOR FUTURE

3" TYPICAL

{

6"

6"

3"

3"24•"

2'-0" MIN.

7' MIN.

3.

2.

1.

4"

5'-0"

32"

2"

2"

1'-6"

1'-6"

RESURFACING

FOR FUTURE

3" TYPICAL {

24"

2'-0" MIN.

8"

6"

3"

PLAN VIEW

"F SHAPE CONCRETE BARRIER CURB".

F SHAPE BARRIER CURB TAPERED END WILL BE MADE UNDER

UNDER ITEM "CONCRETE BARRIER CURB". PAYMENT FOR

PAYMENT FOR NJ BARRIER CURB TAPERED END WILL BE MADE


WHERE THE TERMINAL IS BEYOND THE CLEAR ZONE.

BARRIER CURB SEPARATING SAME DIRECTION TRAFFIC OR

THIS DETAIL IS TO BE USED ONLY AT THE TRAILING END OF

STEEL

#13 REINFORCEMENT

STEEL

#13 REINFORCEMENT

42" F SHAPE BARRIER CURB TAPERED END

32" NJ BARRIER CURB TAPERED END

BD

C17

D-0

2-N

EW

SH

EE

T

GRAY CONCRETE, CLASS BSUBBASE

7.5"


SPECIFIED

THICKNESS, AS

BASE COURSE


NOTES:

BARRIER CURB

HMA = HOT MIX ASPHALT.


WITH ACCEPTABLE MATERIAL AND COMPACT.

EVEN SURFACE. REMOVE UNSUITABLE MATERIAL AND REPLACE

SHAPE AND COMPACT THE FILL BETWEEN THE CURBS TO A FIRM

COMPACT ACCORDING TO SUBSECTION 202.03.

SEE GENERAL NOTES APPLYING TO ALL BARRIER CURB CD-607-3.

5.

4.

3.

2.

1.

CD-607-6.1

CONCRETE, CLASS B

4% 4%

7.5"

CONCRETE ISLAND PAVEMENT, 4" THICK

15" x VARIABLE HEIGHT CONCRETE BARRIER CURB, DOWELLED

CLASS B

CONCRETE

15"

2"

4"•"

R=1"

R=10"

32"

10"

3"

DELINEATORS

FLEXIBLE

R=1"

7"

VARIES

4% 4%

CONCRETE ISLAND PAVEMENT, 4" THICK

CLASS B

CONCRETE

15"

2"

4"•"

R=1"

R=10"

32"

10"

3"

DELINEATORS

FLEXIBLE

7"

4"

4"

45°

VARIES

EXISTING CONCRETE PAVEMENT

9"

2 AND 3.

REQUIREMENTS SEE NOTES

FOR COMPACTION & FILL

AGGREGATE, AS DIRECTED.

FROM THE PROJECT OR SOIL

SUITABLE GRANULAR MATERIAL

2 AND 3.

REQUIREMENTS SEE NOTES

FOR COMPACTION & FILL

AGGREGATE, AS DIRECTED.

FROM THE PROJECT OR SOIL

SUITABLE GRANULAR MATERIAL

AGAINST THEM.

TO POURING CONCRETE

CUTBACK ASPHALT PRIOR

GIVEN A LIBERAL COAT OF

THESE SURFACES TO BE

AGAINST THEM.

TO POURING CONCRETE

CUTBACK ASPHALT PRIOR

GIVEN A LIBERAL COAT OF

THESE SURFACES TO BE

4"

4"

PREFORMED JOINT FILLER

JOINT SEALER AND •"

CONCRETE, CLASS B

PREFORMED JOINT FILLER

JOINT SEALER AND •"

{

6"

6"

3"

R=1"

R=10"

CLASS B

CONCRETE

DELINEATORS

FLEXIBLE

RESURFACING

FOR FUTURE

3" TYPICAL

R=1"

3"

32"

DOWEL LOCATIONS.

FOOTING. SEE CD-607-5 FOR

PAVEMENT OR CONCRETE

DOWEL TO EXISTING CONCRETE

84°

27"

MA

X.

VA

RIE

S 32" T

O

59"

STEEL

REINFORCEMENT

#13 EPOXY COATED

VARIABLE WIDTH x VARIABLE HEIGHT CONCRETE BARRIER CURB

10"

10"

7" 2" 6"

VARIES 2" TO 5"

7"

VARIES 24" TO 27"

SHAPE BARRIER CURB

CURB, 24•" FOR F

24" FOR NJ BARRIER

RESURFACING

FOR FUTURE

3" TYPICAL

RESURFACING

FOR FUTURE

3" TYPICAL

C. TO C. LONGITUDINALLY

HOLES SPACED 4'-0"

GROUT IN DRILLED

SET IN NON-SHRINK

STEEL 8" LONG TO BE

#25 REINFORCEMENT

SURFACE

PAVEMENT

HMA

PROPOSED

SURFACE

PAVEMENT

HMA

PROPOSED

R=1"

C. TO C. LONGITUDINALLY

HOLES SPACED 4'-0"

GROUT IN DRILLED

SET IN NON-SHRINK

STEEL 8" LONG TO BE

#25 REINFORCEMENT

PAVEMENT SURFACE

PROPOSED HMA

BD

C17

D-10-N

J

BA

RRIE

R

AD

DE

D

N.T.S.



CD-609-2.1

CD-609-2

164

RAIL BOLT

GROUND LINE

RAIL ELEMENT

TYPE L MIN. THREAD LENGTH

SPLICE

RAIL

L

45°

1ƒ" MAX.

Š"

“"

†"

1‚"

6'-3"6'-3"

4‚"

4‚"2•"

ƒ"

1„"

ž"

RAIL SPLICE

SPLICE BOLT SLOT

SPLICE & RAIL NUT & BOLT

RAIL BOLT SLOT

•" MIN.

•"

1‚"

•"

8•"

R=…"

{ POST { POST{ POST

{ POST

9•"

†"

1„"

FULL LENGTH THREAD

1ƒ"

HEAVY HEX NUT

R=®"

OPT.

6' - 0"

OPT.

A

AA-A

B

B B-B

6' POST

NOTE:

ALL HOLES Ž" DIA. APPROVED RECYCLED/

SYNTHETIC MATERIALS

RAIL ELEMENT

WASHER

WITH

NUT

POST

1"RAIL SPLICE RAIL SPLICE

3'-4" FOR 6' POST

RECESS BOTH SIDES

1" DIA. x ˆ" DEEP

2'-7"

2"

2"

†"-11 THREAD PITCH

1-„

"

1Š"

7„

"

7„

"

1„"1„"1„"

1„"

SPLICE BOLTS

RAIL BOLT

W-BEAM RAIL ELEMENT

8 - SPLICE BOLTS

RAIL ELEMENTS

1'-6

ƒ"

{ POST BOLT SLOT

¤" MIN.

" DIA. RECESS NUT85

3'-1•" 3'-1•"

POST ASSEMBLY, DUAL FACED

BEAM GUIDE RAIL, DUAL FACED

BLOCKOUTS.

FOR RECYCLED/SYNTHETIC

DIMENSIONS SHOWN MAY VARY

STEEL WASHER

10°̀

1°55°

Œ"

1̃"

3‚"

3‚

"

2‚

"6„"2Š"

3‰

"

ˆ" (-0", +‰")

1ˆ"

"

"

R=…"

R=•"SPLICE BOLT SLOTS

{ žx 1„"

R=•"

1š"

{ ƒ" x 2•" POST BOLT SLOT

55° 55°

SYMMETRICAL ABOUT {

12‚"

RAIL ELEMENT TO BE SUPPLIED IN LENGTHS OF 13'- 6•" OR 26'-0•"

RUB RAILOPT. HOLE FOR

12"

12"

NOTES:

NOTE:

END SECTION (ROUNDED)

8•"2‚"

30°

RAD.

6‚"

MIN.

3"

7•"

SPLICE BOLT SLOT

ž" x 1„"

1'-4‚

"

4.

3.

2.

1.

SEE NOTE 4

1‚" R

W6x8.5 OR W6x9 STEEL POST

" DIA. BUTTON HEAD BOLT85

6"x8"x14" BLOCKOUT

ƒ" DIA.

1„"8"

6"

14"

4•"ƒ"

‚"

7„

"

63

BD

C16

D-0

1-O

RIGIN

AL S

HE

ET

12'- 6" OR 25'-0" (CENTER TO CENTER OF SPLICES)

BLOCKOUT

(MASH TL-3)

BEAM GUIDE RAIL, DUAL FACED

RAIL BEGINS.

OF THE RAIL ELEMENT WHERE DUAL FACED BEAM GUIDE RAIL ENDS AND SINGLE FACED BEAM GUIDE

INSTALL AN END TERMINAL AS SHOWN ON THE PLANS. USE THE END SECTION (ROUNDED) ON THE END

LENGTH OF 12'-6" FOR EACH 2" OF VERTICAL CHANGE. SEE CD-609-8.

AT A HEIGHT OTHER THAN 2'-7", THE VERTICAL TRANSITION TO BE ACCOMPLISHED IN A MINIMUM

WHERE TRANSITIONING TO EXISTING GUIDE RAIL, AN END TERMINAL, OR A CRASH CUSHION MOUNTED

FURNISH RAIL ELEMENTS SHOPCURVED, CONCAVE OR CONVEX, FOR RADII BETWEEN 20 AND 150 FEET.

ALL DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.

BD

C17

D-0

2-R

EVISIO

NS

TO

CD-6

09-2

RUB RAIL*

C C

*

OF TRAFFICLAP IN DIRECTION

SECTION C-C

WHERE SHOWN ON THE PLANS

MEDIAN ON SWALE SIDE, ONLY

RUB RAIL TO BE PROVIDED IN

BD

C17

D-10-R

UB

RAIL

AD

DE

D

OF TRAFFIC

DIRECTION

L

L

13'- 1"

A

A

12'- 1"

12'- 5ƒ"

N.T.S.

{ POST

†" DIA. CARRIAGE BOLT

T

†" DIA. HEX NUT

THREAD LENGTH (T)

1†"3…"

1ƒ"

1"

1"

1"

7ƒ"

…"

4•

"

2‚"

1‡"

C6 x 8.2

1†"

6'- 3"

1†"

3"

1"

2‚"

1•"

3"

1"

1"

6"

6'- 3" 6'-3"

3"2"

‰"

3" 2"

6…

"

7‚"

6"

8…"

Š" 1Š"

1•"

3" 1•" MIN.

1•" MIN.4•"



6"

R=4"

SPLICE PLATE

C6 x 8.2

SECTION A-A

BENT PLATE

RUB RAIL

CARRIAGE BOLT DETAIL

†"

FULL LENGTH

CD-609-3.1

CD-609-3

BD

C16

D-0

1-O

RIGIN

AL S

HE

ET

164

2'-0ƒ" FOR MODIFIED THRIE BEAM GUIDE RAIL1'-7„" FOR BEAM GUIDE RAIL

NOTE:

64

BD

C17

D-0

2-R

EVISIO

NS

TO

CD-6

09-3

NOTES:

ALL RECTANGULAR SLOTS ARE •" x 2", ALL SQUARE HOLES ARE •"

RUB RAIL MAY BE SUPPLIED IN LENGTHS OF 12'-5ƒ" OR 24'-11ƒ"

2.

1.

| 11‚" x 10GA x 13'- 1" THICK PLATE

GROUND LINE

RUB RAIL SECTION IN MEDIAN

GROUND LINE

1'-7

„"

RUB RAIL SECTION AT BURIED GUIDE RAIL TERMINAL

WITH WASHER, 4 REQUIRED PER SPLICE

†" DIA. CARRIAGE BOLT 1•" LONG

WITH WASHER, 4 REQUIRED PER SPLICE

†" DIA. CARRIAGE BOLT 1•" LONG

NOTE:

SIDE, ONLY WHERE SHOWN ON THE PLANS.

INSTALL RUB RAIL IN MEDIAN ON SWALE

NOTE:

USE EITHER C6 x 8.2 OR BENT PLATE FOR RUB RAIL.

1 REQUIRED PER POST FOR BENT PLATE

†" DIA. CARRIAGE BOLT 4•" LONG WITH WASHER,

1 REQUIRED PER POST FOR C6 x 8.2

†" DIA. CARRIAGE BOLT 3" LONG WITH WASHER,

1 REQUIRED PER POST FOR BENT PLATE

†" DIA. CARRIAGE BOLT 4•" LONG WITH WASHER,

1 REQUIRED PER POST FOR C6 x 8.2

†" DIA. CARRIAGE BOLT 3" LONG WITH WASHER,

•" RADIUS

ƒ" x 2•" POST BOLT SLOTS

ƒ" x 1„" SPLICE BOLT SLOTS

STEEPER THAN 10:1SWALE SIDE

1‚"

ON THE PLANS. SEE CD-609-9.

INSTALL RUB RAIL ONLY WHERE SHOWN

OF TRAFFIC

DIRECTION

OF TRAFFIC

DIRECTION

ATTACHMENT DETAILRUB RAIL TRAILING END

ATTACHMENT DETAILRUB RAIL APPROACH END

BD

C17

D-10-M

EDIA

N

SE

CTIO

N

AD

DE

D

CD-609-4

N.T.S.



NOTE:

ELEVATION

x x

A

A

BD

C16

D-0

1-O

RIGIN

AL S

HE

ET

BREAKING STRENGTH OF ASSEMBLY TO BE 40,000 LBS.OTHER ANCHOR CABLE ASSEMBLIES MAY BE USED. MINIMUM

CD-609-4.1 164

SEE DETAILBEARING PLATE

BOTH SIDESDEEP RECESS

1" DIA.xˆ"

PITCHTHREAD†" x 11

2‚"

30°

RAD.

6‚"

MIN.

3"

7•"

SPLICE BOLT SLOT

ž" x 1„"

1'-4‚

"

LINEGROUND

2"

1'-4

"

1"

2•

"

SECTION A-A

TUBE TS, 8" x 6" x ‰"

6'-0" STEEL FOUNDATION

(ROUNDED)

END SECTION

6"

C6 x 8.2R=1"

5'-7"

5•

"

8‚"

‰"

R=Š"

AXIS, ƒ" DIA. HOLE IN RAIL{ FOR †" BOLT ON NEUTRAL

3"

1•"

1…"

2ƒ" …"

BEARING PLATE

ANCHOR BRACKET

BEARING PLATEANCHOR BRACKET

CABLE ASSEMBLY

ANCHOR PLATE

STRUCTURAL TUBINGTS-8" x 6" x ‰"

END SECTION (ROUNDED)

WOOD POST

STEEL FOUNDATION TUBE

RAIL NUT & BOLT

GROUND STRUT

STRUT DETAIL

YOKE DETAIL

PLAN

ELEVATION

6'-3"

1•"

6'-6"

‰"

‰"

3"

†" STEEL PLATE 4"

8"

8"

1„" DIA. HOLE

†"

TOP EDGE

BEARING PLATE

3' -10"

1" DIA. HOLE

ƒ" DIA. HOLE

‡" DIA. HOLE

2…" DIA. HOLE

7„

"1' -9

…"

2•"

1„" DIA. HOLE

HEX BOLTHEX NUT

PLAN

GROUND STRUT

GROUND STRUT

L

A

B

YOKE

HEX NUT AND BOLT

‡"

†"

A B

†"

‡" 1Š"

SIZE

BOLT

PITCH

THREAD

†-11

‡-9

B

C

?"

ƒ"

•"

1‚"

10" 4"

SPLICE

LTYPE

RAIL

MIN. THREAD LENGTH (T)

STEEL WASHER


" DIA. RECESS NUT85

FRONT

WOOD POST

7•" x 5•" x 3'-10"

ƒ" DIA. ANCHOR CABLE

UNDER HEAD AND NUT

AND STEEL WASHER

10" LONG WITH HEX NUT

†" DIA. HEX HEAD BOLT

WOOD POST

PIPE IN 2…" DIA. HOLE IN

2" DIA. x 5" STD. GALV

AND NUT

WASHER UNDER HEAD

8" LONG WITH STEEL

‡" DIA. HEX HEAD BOLT

STEEL FOUNDATION TUBE

3•

"

4" 2"4"4"2"

CABLE

ƒ" DIA. ANCHOR

PLATE

ANCHOR

LINE

GROUND

PLATE

TOP EDGE BEARING

TOP EDGE

GALVANIZED NAILS ALONG

ROTATION WITH TWO 16d

SECURE BEARING PLATE FROM

RAIL ELEMENTBEAM GUIDE

3ƒ"

SIDE

7•"

2ƒ"

2ƒ"

5•"

4"

8"

4"6"

SIDE

FRONT

3"

1"

6'-0"

HOLEƒ" DIA.

SPLICE BOLTS

8•"

Š"“"

1„"

1‚" R

45°

†"

T

L

•"

†"

1-„

"

1Š"

FULL LENGTH THREAD

1‚" •"

HEX NUT

HEAVY

1•" DIA.

SWAGE CONNECTEDƒ" DIA. CABLE TO BE

6'-8"

1‚" DIA.

SWAGED FITTING AND STUD

7"

ENTIRE LENGTHSTUD THREADED1" DIA. x 7" LONG

W-BEAM RAIL ELEMENT

2ƒ"

3‚"

NEUTRAL AXIS

1"

‰" PLATE BEND AS SHOWN

1…"

1•"

HEX NUT FOR †" BOLT

55°

1•" 2…

"

3"

1„" DIA. HOLE IN …" PLATE

ƒ" DIA. HOLE

1" DIA. STUD

2"

‹" x 2" SLOT

C

HEX BOLT

TUBE TO ACCOMMODATE

HOLE IN TWO SIDES OF THE

LONG WITH HEX NUT, 1" DIA.

‡" DIA. HEX HEAD BOLT 8"

1'-4

"

2•" MAX. FOR 1" DIA. STUD2‚" MAX. FOR ‡" BOLT1ƒ" MAX. FOR †" BOLT,

¥" MIN. FOR 1" DIA. STUD¥" MIN. FOR ‡" BOLT¤" MIN. FOR †" BOLT,

1ˆ" MIN. FOR 1" DIA. STUD•" MIN. FOR ‡" BOLT•" MIN. FOR †" BOLT,

1" DIA. STUD

WASHER FOR

HEX NUT AND

GALVANIZED CABLEƒ" DIA. (6 x 19)

5"

1'-3"

ƒ" CABLECONNECTION FORSTANDARD SWAGED

BEARING PLATEANCHOR BRACKET…" x 3" x 2ƒ"

HEX NUT AND WASHER FOR 1" DIA. STUD

2'-7"

L

8"

WOOD POST7•" x 5•" x 3'-10"

AXIS OF RAILFACE AT NEUTRALWASHER ON FRONT1•" LONG WITH STEEL†" DIA. HEX BOLT

1•", 10"

65

ANCHORAGE (MASH TL-3)BEAM GUIDE RAIL

PAY LIMIT BEAM GUIDE RAIL ANCHORAGE

BD

C17

D-0

2-R

EVISIO

NS

TO

CD-6

09-4

TRAFFIC

GUIDE RAIL ANCHORAGE WITH CURB

YOKE

2'-7"

2'-7"

TOP OF CURB

12'-6" RAIL HEIGHT TRANSITION

2"

GUTTERLINE

VERTICAL OR

SLOPING CURB

4"

MA

X.

9"x14" VERTICAL CURB

ANCHORAGE

SEE NOTE

(SEE CD-607-2)

NOTE:

BEAM GUIDE RAIL ANCHORAGE

BEAM GUIDE RAIL

BD

C17

D-10-A

NC

HO

RA

GE

WIT

H

CU

RB

AD

DE

D

ON THREADED ENDNUT AND WASHER BOLT) WITH HEXHEAD BOLT (RAIL†" DIA. BUTTON

CURB TRANSITION AND THE GUIDE RAIL ANCHORAGE.

THE GROUND LINE ALONG THE ENTIRE LENGTH OF THE

GUTTERLINE (CD-609-8A) RAIL HEIGHT IS MEASURE FROM

WHERE GUIDE RAIL IS OFFSET 4 FEET OR MORE FROM THE

12'-6"

AND CURB TRANSITION (SEE CD-607-2)

5•"

6'-3"

16" 12"

7•

"

5'-10

"3'-1•"3'-1•"

2'-0‡

"

7•"

5'-10

"

1'-9

…"

1'-5•

"

CD-609-5

N.T.S.



TANGENT GUIDE RAIL TERMINAL

FLARED GUIDE RAIL TERMINAL

2'-7"

2'-7"

NOTES:

CD-609-5.1

TRAFFIC

4'-0"

OFFS

ET

TRAFFIC

164

APPROACH END AS

PER MANUFACTURER

POST 1

POST 2

APPROACH END AS

PER MANUFACTURER

POST 1

POST 2

POST 3POST 4POST 5POST 6POST 7POST 8

POST 3POST 4POST 5POST 6POST 7

LENGTH OF NEED

LENGTH OF NEED

66

POST 9

50'-0" TANGENT TERMINAL

53'-1•" PAY LIMIT TANGENT TERMINAL

40'-7•" PAY LIMIT FLARED TERMINAL

37'-6" FLARED TERMINAL

BD

C16

D-0

1-O

RIGIN

AL S

HE

ET

SHEETINGWITH REFLECTIVEPLASTIC COVER

SHEETINGWITH REFLECTIVEPLASTIC COVER

BD

C17

D-0

2-R

EVISIO

NS

TO

CD-6

09-5

PAY LIMIT

BEAM GUIDE RAIL

PAY LIMIT

BEAM GUIDE RAIL

2'-7"

2'-7"

TOP OF CURB

12'-6" RAIL HEIGHT TRANSITION

TERMINAL POST 9

POST 7, TANGENT

FLARED TERMINAL

(MASH TL-3)RAIL TERMINAL

TANGENT GUIDETERMINAL AND

FLARED GUIDE RAIL

2"

GUTTERLINE

5.

4.

3.

2.

1.

VERTICAL OR

SLOPING CURB AND CURB TRANSITION (NOTE 4)

FLARED OR TANGENT TERMINAL WITH CURB

4"

MA

X.

TRAFFIC

SEE NOTE 5

9"x14" VERTICAL CURB

BD

C17

D-10-T

ER

MIN

AL

WIT

H

CU

RB

AD

DE

D

CURB TRANSITION AND THE FLARED OR TANGENT TERMINAL.

RAIL HEIGHT IS MEASURE FROM THE GROUND LINE ALONG THE ENTIRE LENGTH OF THE

WHERE GUIDE RAIL IS OFFSET 4 FEET OR MORE FROM THE GUTTERLINE (CD-609-8A)

CURB TRANSITION DETAILS.

TERMINAL AND FOR A MINIMUM OF 75 FEET IN ADVANCE OF POST #1. SEE CD-607-2 FOR

9"x14" CONCRETE VERTICAL CURB SHALL CONTINUE FOR THE ENTIRE LENGTH OF THE

(DO NOT FOLLOW THE HORIZONTAL CURVE).

THE FLARED OR TANGENT TERMINAL IN A STRAIGHT LINE AS SHOWN ON THIS DETAIL

WHERE THE DOWNSTREAM GUIDE RAIL IS ON A HORIZONTAL CURVE, CONSTRUCT

ROADWAY.

A ONE FOOT OFFSET SO THAT THE EXTRUDER HEAD DOES NOT PROTRUDE INTO THE

TANGENT TERMINAL WITH A STRAIGHT FLARE FOR ITS ENTIRE LENGTH TO PROVIDE

WHERE GUIDE RAIL IS INSTALLED FLUSH WITH THE GUTTER LINE, CONSTRUCT THE

THE DEPARTMENT'S QUALIFIED PRODUCTS LIST.

TO BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND

NUMBER OF POSTS, TYPE OF POST, POST SPACING, FLARE RATE, AND MATERIALS



OPT.

A

AA-A

B

B

B-BA-A

A

A

B

B

CD-609-19

CD-609-19.1BD

C16

D-0

1-O

RIGIN

AL S

HE

ET

164

NON-SPLICE POSTS

BACK-UP PLATE AT

10°̀

1°

55°Œ"

1̃"

3‚"

3‚

"

2‚

"3‚"2…"

3‰

"

ˆ" (-0", +‰")

"

R=•"

R=•"

20"1š

"

{ ƒ" x 2•" POST BOLT SLOT

R=…" 1ˆ"

SPLICE BOLT SLOTS

{ ž" x 1„"

R=•"

55°55°

55° 55°

1„"

SYMMETRICAL ABOUT {

THRIE BEAM RAIL ELEMENT AND BACKUP PLATE

RAIL ELEMENT TO BE SUPPLIED IN LENGTHS OF 13'- 6•" OR 26'-0•"

14" BLOCKOUTSPLICE & RAIL NUT & BOLT

POST NUT & BOLT


6'-9" POST

POST ASSEMBLY

NON-SPLICE POSTSBACK-UP PLATE AT

STEEL WASHER

HOLESOPTIONAL

FULL LENGTH THREAD

6‰

"7†

"

12"

6"

6‰

"

7†

"2

…"

2…

"7†

"

1'-8

"

SLOT

POST BOLT

ƒ" x 2•"

RAIL SPLICE

{ POST

GROUND LINE

6'-3"

3'-10

"

6'-3"{ POST

LAP IN DIRECTION OF TRAFFIC

2'-11"

2'-10

"

{ POST

SEE NOTE 36'-3"

1"{ POST

12'-6" (CENTER TO CENTER OF SPLICES)

NOTES:

W6x8.5 OR W6x9 STEEL POST

OPT.

‡"

2‚"

5ƒ

"5"

5"

9"

6'-9"

6"

2‚"

‡"

5ƒ

"5" OPT.

5"

9"

FOR RUBRAIL

OPT. HOLE

B-B ALL HOLES Ž" DIA.

(BOTH SIDES)

AS SHOWN

OPPOSITE HOLES

BE IN DIAGONALLY

POST BOLT TO

1'-8

"

2'-0" A

PP

RO

X.

8•"

2‚"

30°

RAD.6‚

"

7•"

SPLICE BOLT SLOT

ž" x 1„"MIN.

3"

29/ 32" x 1-1/8"SLOTTED HOLES

SECTION (ROUNDED)THRIE BEAM END

WASHER UNDER POST NUT

OPPOSITE (BOTH SIDES) WITH

2 POST BOLTS DIAGONALLY

12 - SPICE BOLTS

RAIL SPLICE

RAIL BOLT

RAIL ELEMENTS

6"

POST

14" 3‚"

BLOCKOUT

3.

2.

1.7

‰"

1„" 1„"

17"

2‚"

10"

6"

5ƒ

"

2‚"14"

OPT.

SIDE

M14x18 OR W14x22 STRUCTURAL SHAPE

TYPE

ELEVATION

L MIN. THREAD LENGTH

2"

FULL LENGTH THREADSPLICE

RAIL

1‚"

L

45°

“"

†" •

"

†"

1-„

"

1Š"

Š"

1„"

THREAD PITCH

†-11

1ƒ" MAX.

•" MIN.

¤" MIN.

1•"

•"

†"

†"-11 THREAD PITCH


1‚" •"

RECESS BOTH SIDES

1" DIA. x ˆ" DEEP

HEAVY HEX NUT

BEAM GUIDE RAIL BEGINS.

GUIDE RAIL ENDS AND SINGLE FACED MODIFIED THRIE

ELEMENT WHERE DUAL FACED MODIFIED THRIE BEAM

END SECTION (ROUNDED) ON THE END OF THE RAIL

GUIDE RAIL AND AN END TERMINAL. USE THE THRIE BEAM

SEE CD-609-7 FOR TRANSITION TO DUAL FACED BEAM

AND 150 FEET.

CONCAVE OR CONVEX, FOR RADII BETWEEN 20 FEET

RAIL ELEMENTS TO BE FURNISHED SHOPCURVED,

TOLERANCES.

ALL DIMENSIONS ARE SUBJECT TO MANUFACTURING

1‚" R

•" •"

SECTION

" HEX NUT85

" HEX BOLT85

" RECESS NUT85

80

2"

THRIE BEAM RAIL SPLICE

2"

ž"

1„"

R=®"

2•"

R=…"

ƒ"

{ POST BOLT SLOT

8•"

4‚"

4‚"

SPLICE BOLT SLOT

RAIL BOLT SLOT

N.T.S.

(NCHRP 350 TL-4)

GUIDE RAIL, DUAL FACED

MODIFIED THRIE BEAM

BD

C17

D-0

2-R

EVISIO

NS

TO

CD-6

09-19

1'-2"

RUB RAIL*

*

C C

WHERE SHOWN ON THE PLANS

MEDIAN ON SWALE SIDE, ONLY

RUB RAIL TO BE PROVIDED IN

BD

C17

D-10-R

UB

RAIL

AD

DE

D

SECTION C-C

OF TRAFFIC

DIRECTION

40°

Date post:	07-Jun-2020
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TABLE OF CONTENTS - SHEET 1 · 2017-11-28 · pen table= scale= file= beam guide rail (bgr)...

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