35
DATE DATE DELAWARE DEPARTMENT OF TRANSPORTATION SCALE : CHIEF ENGINEER DESIGN ENGINEER RECOMMENDED APPROVED N.T.S. SHT. OF STANDARD NO. 4 THRIE BEAM EXPANSION ELEMENT THRIE BEAM SECTION TOLERANCE SHEET THICKNESS THRIE BEAM ELEVATION - 12 GAGE 10^ 55^ 55^ - 13’-6 6’-3" (1905) 4 (108) 1’-8" (506) 6 (156) 7 (194) 13’-7 7" (178) 6 " 2" (52) 3}" (2) 4 (108) 4 (108) 4 (108) 4 (108) 4 (108) 4 (108) 4 (108) 2" (52) 2" (52) 6’-3" (1905) 6’-3" (1905) 6’-3" (1905) 2 (70) 6 (156) ~" (24) x SLOTS (TYP) " (20) x 2" " (20) x 3" " (20) x 2" ~" (24) x 2" ~" (24) x 1 " 3 (83) 3 (83) 3 (83) 3 (81) 2 (57) " ( " ( 2 (59) 1 (39) 1 (27) 1 (28) &" ( 1’-8 (506 +5) -0", + 0" (24) R 55^ (TYP) HARDWARE B-13 (2004) 13

CHIEF ENGINEER DESIGN ENGINEER

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Page 1: CHIEF ENGINEER DESIGN ENGINEER

DATE

DATE

DELAWAREDEPARTMENT OF TRANSPORTATION

SCALE :

CHIEF ENGINEER

DESIGN ENGINEER

RECOMMENDED

APPROVED

N.T.S.

SHT. OFSTANDARD NO. 4

THRIE BEAM EXPANSION ELEMENT

THRIE BEAM SECTION

TOLERANCE

SHEET THICKNESS

THRIE BEAM ELEVATION

-

12 GAGE

10^

55^55^

-

þÿ�1�3�’�-�6���

6’-3" (1905)

þÿ�4

(108)

1’-

8" (

50

6)

þÿ�6

(15

6)

þÿ�7

(194)

þÿ�1�3�’�-�7 ��

7" (178) þÿ�6 ��"�

2"

(52)

þÿ�3�}�"�

þÿ� (2)

þÿ�4

(108)

þÿ�4

(108)

þÿ�4

(108)

þÿ�4

(108)

þÿ�4

(108)

þÿ�4

(108)

þÿ�4

(108)

2"

(52)

2"

(52)

6’-3" (1905) 6’-3" (1905)6’-3" (1905)

þÿ�2

(70)

þÿ�6

(15

6)

þÿ�~�"� �(�2�4�)� �x

SLOTS (TYP) þÿ���"� �(�2�0�)� �x� �2���"� � þÿ���"� �(�2�0�)� �x� �3���"� � þÿ���"� �(�2�0�)� �x� �2���"� �

þÿ�~�"� �(�2�4�)� �x� �2���"� � þÿ�~�"� �(�2�4�)� �x� �1 ��"� �

þÿ�3

(83)

þÿ�3

(83)

þÿ�3

(83)

þÿ�3 (8

1)

þÿ�2

(57)

þÿ���"� �(

þÿ���"� �(

þÿ�2

(59)

þÿ�1 (3

9)

þÿ�1

(27)

þÿ�1

(28)

þÿ &�"� �(

þÿ�1�’�-�8�

(506 +5)

þÿ�-�0�"�,� �+ 0�"

þÿ�

(24) R

55^(TYP)

HARDWARE

B-13 (2004) 13

Page 2: CHIEF ENGINEER DESIGN ENGINEER

DATE

DATE

DELAWAREDEPARTMENT OF TRANSPORTATION

SCALE :

CHIEF ENGINEER

DESIGN ENGINEER

RECOMMENDED

APPROVED

N.T.S.

SHT. OFSTANDARD NO. 5

HARDWARE

B-13 (2004) 13

NOTE: WHERE CONDITIONS REQUIRE,

SIDE FRONT

POST

OFFSET BLOCK

NOTE :

USE ALTERNATE LENGTHS IN

FRONTSIDE

TOP

OPTIONAL FOR

HANDLING DURING

GALVANIZING

THRIE BEAM STEEL POST AND WOOD OFFSET BLOCK

6’-

6"

(1980)

MIN

.

þÿ�7

�"

þÿ�1

(30)

þÿ�1

(30)

þÿ�1�’�-�9��� þÿ

�7

�"�

6"

(15

0)

8"

(200)þÿ�

(23)

þÿ�6

���"

� �

7"

(180)

INCREMENTS OF 6" (150)

þÿ�1

(30)

6" (150)

4" (100)

þÿ�4

(104)

3

2

FRONT

W6x9 (W150x13.5)

þÿ�A�L�L� �H�O�L�E�S� �S�H�A�L�L� �B�E� �}

PATTERN IS SYMMETRICAL WITH RESPECT TO THE

VERTICAL AXIS OF THE POST.

Page 3: CHIEF ENGINEER DESIGN ENGINEER

DATE

DATE

DELAWAREDEPARTMENT OF TRANSPORTATION

SCALE :

CHIEF ENGINEER

DESIGN ENGINEER

RECOMMENDED

APPROVED

N.T.S.

SHT. OFSTANDARD NO. 6

W-THRIE BEAM TRANSITION SECTION

12 GAGE

STANDARD W-BEAM SECTION STANDARD THRIE BEAM SECTION

POST BOLT SLOTS

þÿ� �1

�2 ��"

þÿ�4

(108)

þÿ� �7�’�-�3���

2" (52) MIN.

1’-

8" (

506)

þÿ�4

(108)

þÿ�4

(108)

þÿ�4

(108)

2"

(52)

2"

(52)

2" (52) MIN.

þÿ���"� �(�2�0�)� �

þÿ�~�"� �(�2�4�)� �x� �1 ��"� �(�3�0�

þÿ�~�"� �(�2�4�)� �x� �1 ��"� �(�3�0�

þÿ� �3�’�-�1���" þÿ� �3�’�-�1���"

HARDWARE

B-13 (2004) 13

Page 4: CHIEF ENGINEER DESIGN ENGINEER
Page 5: CHIEF ENGINEER DESIGN ENGINEER

DATE

DATE

DELAWAREDEPARTMENT OF TRANSPORTATION

SCALE :

CHIEF ENGINEER

DESIGN ENGINEER

RECOMMENDED

APPROVED

N.T.S.

SHT. OFSTANDARD NO.

LC

W-BEAM

ANCHOR PLATE TO W-BEAM CONNECTION DETAIL

DRILL 4 HOLES-

LCSECTION A-A

ANCHOR PLATE

TIMBER BEARING PLATE

SHORT TIMBER BREAKAWAY POST

NOTES:

SWAGE CONNECTION SLEEVE END PLATE

NAIL (SEE NOTE)

2). TIGHTEN ASSEMBLY UNTIL CABLE IS TAUGHT.

STEEL POST SLEEVE

POST SLEEVE

POST SLEEVE

TIMBER BEARING PLATE

SECURE BEARING PLATE TO PREVENT ROTATION

WITH TWO 10d GALVANIZED NAILS

END PLATE

A

A

SHORT TIMBER BREAKAWAY POST, AND BENT OVER BEARING PLATE.

1 ). TO ENSURE THAT THE TIMBER BEARING PLATE REMAINS IN POSITION,

ANCHOR PLATE

WELD END PLATE

TO ANCHOR PLATE

THREE SIDES

SWAGED CABLE ASSEMBLAGE AND RELATED HARDWARE ASSEMBLY

AND NUTS

DRILL 4 HOLES-

(LOWER BOLT L)

3). ALL HOLES SHALL BE DRILLED PRIOR TO GALVANIZING.

C

+ -

þÿ�5���"�

4"

(100)

8"

(200)

8"

(200)

þÿ�1 ��"� �(�2�8�)�

þÿ �"� �(�1�6�)� �S

þÿ���"� �(�2�4�

DIA. HEX NUT

7" (180)

þÿ &�"�

þÿ�5 ��"�

þÿ &�"�

6’-6" (2000)

þÿ &�"� þÿ &�"�

7" (180)þÿ�2���"�þÿ�5 ��"�

þÿ���"� �(�2�4�)� �

þÿ���"� �(�2�4�)� �

þÿ�1 �"� �(�4þÿ�1 �"� �(�4

þÿ�1 ��"� �(�3þÿ�1 ��"� �(�3

þÿ���"� �(�2�4�)� �-�U�Nþÿ���"� �(�2�0�)� �D�I�A�

4" (100)4" (100) 4" (100)

1’-4" (400)þÿ���"� �(�1�9�)� �D�I�A�.� �(�6�x�1�9�)� �S�W�A�G�E�

þÿ���"� �(�2�0�)� �m�m� �D�I

35^

þÿ���"� �(

þÿ &�"� �(

þÿ�1���"�

þÿ�2 &

�"�

þÿ�3 &

�"�

þÿ ��"�

þÿ &

�"�

þÿ�2���"�

þÿ�1 ��"� �(�

3" (

75

)

þÿ���"� �(�2�0�)� �D�I�A�.� �

(UPPER BOLT L)Cþÿ���"� �(�2�0�)� �D�I�A�.� �

þÿ�2

(68)

2"

(50)

2"

(50)

þÿ�

(2) þÿ�1

(42)

þÿ�1

(39)

þÿ�1

(35)

þÿ�1

(38)

þÿ�1

(5

0

)+ -

þÿ

(5)

þÿ�1

(41)

1" (25.6) DIA. STEEL WASHER

THIS APPLICATION FOR USE IN END ANCHORAGE ONLY

1" (25.6) DIA. STEEL WASHER

þÿ �"� �(�1�6�)� �D�I�A�

3"

(75)

þÿ�2

(52.5) I.D.

þÿ�2

(60.3

) O

.D.

HARDWARE

B-13 (2004)

2 - 10d GALVANIZED STEEL NAILS SHALL BE DRIVEN IN THE

8 13

Page 6: CHIEF ENGINEER DESIGN ENGINEER

DATE

DATE

DELAWAREDEPARTMENT OF TRANSPORTATION

SCALE :

CHIEF ENGINEER

DESIGN ENGINEER

RECOMMENDED

APPROVED

N.T.S.

SHT. OFSTANDARD NO. 9

4" (102)4" (101)

þÿ�1�1�}�"�

þÿ�2���"�þÿ�3���"�

þÿ�1

�2

�"�

þÿ�3���"�

2"

(50)

11

DRILL 1" (26) DIA. HOLE (TYP.)

þÿ �"� �(�1�6

HARDWARE

B-13 (2004)

ROUNDED CORNERS

SHEETING

REFLECTIVE

-

BOLT

POST

þÿ ��"� �(�6�)� �

þÿ���"� �(�1�7�)�

SLOTTED HOLE

90^ + 5^-

þÿ ��"�

þÿ���"�

þÿ�1���"�

þÿ�

(17)

þÿ�2���"�

5"

(125)

1"

(25)

3"

(75)

2" (50)

þÿ�S�"�

�(

þÿ�£�"�

�(

DIRECTION OF

TRAFFIC

MOUNTING POSITION

BEARING PLATE DETAIL

13

GUARDRAIL REFLECTOR

Page 7: CHIEF ENGINEER DESIGN ENGINEER

DATE

DATE

DELAWAREDEPARTMENT OF TRANSPORTATION

SCALE :

CHIEF ENGINEER

DESIGN ENGINEER

RECOMMENDED

APPROVED

N.T.S.

SHT. OFSTANDARD NO.

L

FULL THREAD LENGTH

FULL THREAD LENGTH

L

GUARDRAIL BOLT

T

NOTES :

T (MIN.)

NOTE:

45^

þÿ�1���"�

þÿ �"

þÿ �"�

þÿ�1 &�"�

(24

+1

.5,

-0.5

)

þÿ���"� �+

�˘

þÿ�1

��"

2" (50)

10" (255)

18" (460) 4" (100) THREAD LENGTH

þÿ�

(8)

þÿ�1�"� �(�2�5�)� �D�I�A�.�

RECESS BOTH SIDES

þÿ�S�T�E�E�L� �W�A�S�H�E�R� �(�F�O�R� �"

þÿ���"� �(

þÿ ��"� �

RECESSED NUT

þÿ�(�F�O�R �"� �(�1�6�)� �G

FULL THREAD LENGTH4" (100)

DIMENSION FOR WASHER THICKNESS IS APPROXIMATE BASED ON METAL THICKNESS.

4" (100) THREAD LENGTH

HARDWARE

B-13 (2004) 10 13

þÿ�1�.� �A�L�L� �F�I�L�L�E�T�S� �S�H�A�L�L� �H�A�V�E�

þÿ�2�.� �I�F� �T�H�E� �B�O�L�T� �E�X�T�E�N�D�S� �M�O�R�E� �T�H�A�N� ���"

BE TRIMMED BACK AS PER THE DEPARTMENT’S SPECIFICATIONS.

þÿ�1 ��"�

þÿ�1 ��"� þÿ���"� �(

þÿ ��"�

Page 8: CHIEF ENGINEER DESIGN ENGINEER

DATE

DATE

DELAWAREDEPARTMENT OF TRANSPORTATION

SCALE :

CHIEF ENGINEER

DESIGN ENGINEER

RECOMMENDED

APPROVED

N.T.S.

SHT. OFSTANDARD NO.

HARDWARE

B-13 (2004) 11

NOTE :

HIGH-STRENGTH STRUCTURAL HEX BOLT

HIGH-STRENGTH STRUCTURAL HEX NUT

DIMENSION FOR WASHER THICKNESS IS APPROXIMATE BASE METAL THICKNESS.

VARIES

VARIES

þÿ �"

þÿ���"�

þÿ �"� �(�1�6�)�

þÿ �"� �(�1�6�)

þÿ�R�"� �(

þÿ ��"�

þÿ �"� �(�1�

þÿ���"�

þÿ�1���"�

þÿ���"� �(

þÿ !

�"�

þÿ�1 9�"�

þÿ !�"� �(�2�

þÿ�1 9�"�

þÿ �"� �(�1�6�)� �S�T

þÿ���"�

13

Page 9: CHIEF ENGINEER DESIGN ENGINEER

DATE

DATE

DELAWAREDEPARTMENT OF TRANSPORTATION

SCALE :

CHIEF ENGINEER

DESIGN ENGINEER

RECOMMENDED

APPROVED

N.T.S.

SHT. OFSTANDARD NO.

NOTE : FOR USE WITH SWAGED CABLE ASSEMBLAGE.

STEEL WASHER

NOTES : 1. FOR USE WITH SWAGED CABLE ASSEMBLAGE.

2. DIMENSION FOR WASHER THICKNESS IS

APPROXIMATE BASE METAL THICKNESS.

VARIES

þÿ�⁄�"�

þÿ�2 0�"�

1" (25.6)

þÿ �"

2" (50)

þÿ�1�‘�"�

þÿ �"� �(

þÿ���"� �(�2�

þÿ�1 9�"�þÿ !�"� �(

þÿ���"� �(�2�4�)

þÿ �"� �(�1�6�)� �C�A

þÿ�

(8.9)

HARDWARE

B-13 (2004) 12 13

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Page 29: CHIEF ENGINEER DESIGN ENGINEER

DATE

DATE

DELAWAREDEPARTMENT OF TRANSPORTATION

SCALE :

CHIEF ENGINEER

DESIGN ENGINEER

RECOMMENDED

APPROVED

N.T.S.

SHT. OFSTANDARD NO. 22

�" (13) x 2" (50) x 1’-2" (355)

FLAT W/ HASP HOLE & HINGE

�" (13) x 2" (50) x 1’-2" (355)

FLAT W/ HASP HOLE & HINGE

2" (50)

2" (50)

�" (13) x 2�" (64) x 1’ (305) FLAT

W/ HINGE & TWO �" (16)

FIELD DRILLED BOLT HOLES

�" (13) x 2 �" (64) x 1’ (305)

FLAT W/ HINGE & TWO �" (16)

FIELD-DRILLED BOLT HOLES (TYP)

�" (13) x 2" (50) x 1’-2" (355) FLAT

W/�" (10) ROUND HASP & TWO �"

(16) FIELD DRILLED BOLT HOLESAA

PLAN VIEW

SECTION A-A

6" (150)

O.C.

6"

(150)

6"

(150)

SEE NOTE 4

D-3 (2007)

FLARED END SECTION (FES)

NOTES:

SEE NOTE 5

PAD LOCK

SAFETY GRATES

#5 (#16) PLAIN BAR PERIMITER,

CROSSMEMBERS, & STIFFENERS

(TYP)

#5 (#16) PLAIN BAR

(TYP)

PERSONNEL SAFETY

GRATE

1). PERSONNEL SAFETY GRATES (PSG) SHALL ONLY BE INSTALLED ON THE INLETS OF STORM WATER

PIPES 12" (300) OR LARGER IN DIAMETER THAT ARE NOT STRAIGHT FROM THE INLET TO THE OPEN

OUTLET, REGARDLESS OF THE LENGTH.

2). THE GRATE SHALL BE MADE TO FIT THE OUTSIDE PERIMETER OF THE FLARED END SECTION (FES)

– �" (13).

3). ALL BOLT HOLES ARE TO BE DRILLED IN THE FIELD.

4). A STIFFENER IS TO BE INSTALLED WHERE TWO OR MORE BARS ARE USED.

5). BOTTOM BAR SHALL BE 6" (150) ABOVE INVERT OF FES.

6). ALL HARDWARE ATTACHED TO CONCRETE SHALL BE ATTACHED USING APPROVED TAMPER PROOF

ANCHORS.

08/01/2007

Page 30: CHIEF ENGINEER DESIGN ENGINEER
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