TECH_EXH_A_DRAWINGS_-_AREA_B_NFH__AD015813P_3_JULY.pdf

PDF 24 MB Posted Aug 18, 2017

Attached to: Repair Drainage Areas B and D North Fort Hood
Solicitation number: W91151-17-B-0038
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Technical Exhibit A- Drawings Area B North Fort Hood

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Agenda_Site_Visit_17-B-0038_Repair_Drainage_Areas_B_and_D_NFH_17_Aug_17.doc	DOC document	Aug 23, 2017
Site_Visit_sign_in_sheet_17-B-0038_Repair_Drainage_Areas_B&D_NFH_23_Aug_17.pdf	PDF	Aug 23, 2017
TECH_EXH_B_DRAWINGS_-__AREA_D_NFH_AD015793P_3_JULY.pdf	PDF	Aug 18, 2017
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TECH_EXH_C_SPECIFICATIONS_-_AD015813P_3_JULY.pdf	PDF	Aug 18, 2017
Attachment_1-Appendix_A_04-Aug-2016.pdf	PDF	Aug 18, 2017

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USACE FORT WORTH DISTRICT, FORT HOOD

MAY 2017

Engineering & Services Division

DESIGN ENGINEER:

KEITH BYRNE, P.E.

DPW PROJECT MANAGER: BRENT CABANISS

PREPARED FOR:

REPAIR NORTH FORT HOOD DRAINAGE, AREA B

PROJECT #AD015813P

SHEET

REFERENCE

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

G-101

B G

S, L

O N

SHEET CU-110

SH 36

SHEET CU-107

SHEET CU-100

TO TEMPLE, TX

TO GATESVILLE, TX

SHEET CU-101

SHEET CU-108

SHEET CU-109

SHEET CU-111

SHEET CU-112

SHEET CU-113

SHEET CU-114

SHEET CU-115

SHEET

REFERENCE

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

B O

CS-100

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CS-101

B H

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CS-102

B H

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CG-100

B E

O N

C O

O L

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CG-101

B E

O N

C O

O L

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CG-102

B D

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CG-103

B X

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

B L

CU-100

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

B L

CU-101

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

B L

CU-102

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

B L

CU-103

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

B L

CU-104

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

B L

CU-105

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

B L

CU-106

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CU-107

B L

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CU-108

B L

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CU-109

B L

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CU-110

B L

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CU-111

B L

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CU-112

B L

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CU-113

B L

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CU-114

B L

R D

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CU-115

B L

R D

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

CU-116

B R

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

C-202

B U

O N

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

C-204

U S

NUMBER

Project No.

M ar k

T W

O R

T W

O R

U .S

. A R

M Y

C O

O F

R S

A B C D E F

D at e D es cr ip tio n

UFH16167

Dam No.

N . H as ke l R d, S ui te

Da lla s, T ex as

Ph on e

-2

Fa x

-2

US Army Corps of Engineers Fort Worth District

100% SUBMITTAL

B E

ES-100

Standard Division Bridge

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

HIGHWAY

SHEET NO.

C TxDOT

CONT

scp04sts.dgn o f t h is s t a n d a r d t o o t h e r f o r m a t s o r f o r in c o r r e c t r e s u lt s o r d a m a g e s r e s u lt in g f r o m it s u s e k in d is m a d e b y

T x

D O

T f o r a n y p u r p o s e w h a t s o e v e r

T x

D O

T a s s u m e s n o r e s p o n s ib il it y f o r t h e c o n v e r s io n

T e u s e o f t h is s t a n d a r d is g o v e r n e d b y t h e

"T e x a s

E n g in e e r in g

P r a c t ic

A c t r r a n t y o f a n y

D I S

C L

A I

M E

F I L E

D A

T E per linear foot of box width.

are minimum required areas of reinforcement linear foot of box length. A and A required areas of reinforcement per

2 A thru A ,A and A are minimum

1 For Box Length = 8'-0"

Height

Fill

S1 S4

S5S6

S7 S8

S H

SECTION DIMENSIONS REINFORCING

Lift

(ft)

T T T T B S

A A A A A A A A S1 S2 S3 S4 S5 S6 S7 S8

2 1

(Min)

BOX DATA

(ft) (ft) (in)(in)(in)(in)

(in /ft)

Weight

(Tons)

4 2 7.5 6 5 <2 - 0.18 0.27 0.15 0.12 0.18 0.18 0.18 0.14 4.5

4 2 5 5 5 2<3 38 0.18 0.19 0.17 0.12 - - - - 3.6

4 2 5 5 5 30 38 0.28 0.30 0.30 0.12 - - - - 3.6

4 2 5 5 5 3-5 38 0.13 0.13 0.13 0.12 - - - - 3.6

4 2 5 5 5 10 38 0.12 0.12 0.12 0.12 - - - - 3.6

4 2 5 5 5 15 38 0.14 0.16 0.16 0.12 - - - - 3.6

4 2 5 5 5 20 38 0.18 0.20 0.21 0.12 - - - - 3.6

4 2 5 5 5 25 38 0.23 0.25 0.25 0.12 - - - - 3.6

4 3 7.5 6 5 <2 - 0.18 0.31 0.18 0.12 0.18 0.18 0.18 0.14 5.0

4 3 5 5 5 2<3 38 0.15 0.23 0.20 0.12 - - - - 4.1

4 3 5 5 5 3-5 38 0.12 0.16 0.16 0.12 - - - - 4.1

4 3 5 5 5 10 38 0.12 0.14 0.14 0.12 - - - - 4.1

4 3 5 5 5 15 38 0.12 0.18 0.18 0.12 - - - - 4.1

4 3 5 5 5 20 38 0.14 0.23 0.24 0.12 - - - - 4.1

4 3 5 5 5 25 38 0.17 0.29 0.29 0.12 - - - - 4.1

4 3 5 5 5 30 38 0.21 0.35 0.35 0.12 - - - - 4.1

4 4 7.5 6 5 <2 - 0.18 0.33 0.20 0.12 0.18 0.18 0.18 0.14 5.5

4 4 5 5 5 2<3 38 0.12 0.26 0.23 0.12 - - - - 4.6

4 4 5 5 5 3-5 38 0.12 0.18 0.18 0.12 - - - - 4.6

4 4 5 5 5 10 38 0.12 0.15 0.15 0.12 - - - - 4.6

4 4 5 5 5 15 38 0.12 0.19 0.20 0.12 - - - - 4.6

4 4 5 5 5 20 38 0.12 0.25 0.25 0.12 - - - - 4.6

4 4 5 5 5 25 38 0.14 0.31 0.31 0.12 - - - - 4.6

4 4 5 5 5 30 38 0.17 0.37 0.37 0.12 - - - - 4.6

1" Max

1 longitudinal bar space plus 2"

10"

Min radius(Typ)

4 d Min radius(Typ)

4 d Min

JOINT REINFORCEMENT)

(TOP AND BOTTOM SLAB

reinforcement

Longitudinal reinforcing

Longitudinal

(Typ) radius

2" Max radius(Typ) 2" Max for T 6"A

T T

(Typ)

A A

TS T

T T

(Typ)

1" (Typ unless noted otherwise)

SECTION A-A

(top)

(bott) A

(top)

(bott)

•" Min (Typ)

2" Max (Typ)

Outer cage circumferential reinforcement at female end.

A for T 5"-for T 5"-for T 6"-

A (top)

(bott)

(side)

Minimum length is equal to spacing of longitudinal

B T

S S

T B

S S

S2 S7

S4 S

S3 S2

6" Min

4" Min reinforcing plus 2" (Typ)

4" Min

1 •" Max

CORNER OPTION "A" CORNER OPTION "B"

FILL HEIGHT 2 FT AND GREATER

CORNER OPTION "A" CORNER OPTION "B"

FILL HEIGHT LESS THAN 2 FT

GENERAL NOTES:

HL93 LOADING

PRECAST

SINGLE BOX CULVERTS

4'-0" SPAN

SCP-4

February 2010

GAF LMW BWH/TxDOT GAF

(Fabrication)".

"Precast Concrete Structural Members shall be submitted in accordance with Item the table. Shop plans for alternate designs the box design for the design fill height in alternate design that is equal to or exceeds this sheet, the contractor may furnish an

In lieu of furnishing the designs shown on details and notes not shown.

See SCP-MD standard sheet for miscellaneous of 5,000 psi.

with a minimum compressive strength

All concrete shall be Class "H" Concrete details not shown.

Refer to ASTM C1577 for information or

Designs shown conform to ASTM C1577.

Bridge

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

scp05sts.dgn t h is s t a n d a r d t o o t h e r f o r m a t s o r f o r in c o r r e c t r e s u lt s o r d a m a g e s r e s u lt in g f r o m it s u s e k in d e b y

T x

D O

T f o r a n y p u r p o a t s o e v e r

T x

D O

T a s s u m e s n o r e s p o n s ib il it y f o r t h e c o n v e r s e u s e o f t h is s t a n d a r d is g o v e r n e d b y t h e

"T e x a s

E n g in e e r in g

P r a c t r r a n t y o f a n y

D I S

C L

A I

M E

F I L E

D A

T E per linear foot of box width.

are minimum required areas of reinforcement linear foot of box length. A and A required areas of reinforcement per

2 A thru A ,A and A are minimum

1 For Box Length = 8'-0"

Height

Fill are not shown in the ASTM Specifications.

These designs were created by TxDOT and

S1 S4

S5S6

S7 S8

S H

SECTION DIMENSIONS REINFORCING

Lift

(ft)

T T T T B S

A A A A A A A A S1 S2 S3 S4 S5 S6 S7 S8

T T

(top)

(bott)

B T

2 1

(Min)

BOX DATA

(ft) (ft) (in)(in)(in)(in)

(in /ft)

Weight

(Tons)

5 3 8 7 6 <2 - 0.19 0.31 0.21 0.14 0.19 0.19 0.19 0.17 6.6

5 3 6 6 6 2<3 45 0.18 0.24 0.19 0.14 - - - - 5.7

5 3 6 6 6 3-5 36 0.14 0.17 0.16 0.14 - - - - 5.7

5 3 6 6 6 10 36 0.14 0.16 0.17 0.14 - - - - 5.7

5 3 6 6 6 15 35 0.16 0.21 0.22 0.14 - - - - 5.7

5 3 6 6 6 20 35 0.21 0.27 0.28 0.14 - - - - 5.7

5 3 6 6 6 25 35 0.26 0.34 0.34 0.14 - - - - 5.7

5 3 6 6 6 30 35 0.31 0.41 0.41 0.14 - - - - 5.7

5 4 8 7 6 <2 - 0.19 0.33 0.24 0.14 0.19 0.19 0.19 0.17 7.2

5 4 6 6 6 2<3 45 0.16 0.27 0.22 0.14 - - - - 6.3

5 4 6 6 6 3-5 45 0.14 0.19 0.18 0.14 - - - - 6.3

5 4 6 6 6 10 36 0.14 0.18 0.18 0.14 - - - - 6.3

5 4 6 6 6 15 35 0.14 0.23 0.24 0.14 - - - - 6.3

5 4 6 6 6 20 35 0.17 0.30 0.31 0.14 - - - - 6.3

5 4 6 6 6 25 35 0.21 0.37 0.38 0.14 - - - - 6.3

5 4 6 6 6 30 35 0.25 0.44 0.45 0.14 - - - - 6.3

5 5 8 7 6 <2 - 0.19 0.35 0.26 0.14 0.19 0.19 0.19 0.17 7.8

5 5 6 6 6 2<3 45 0.14 0.29 0.24 0.14 - - - - 6.9

5 5 6 6 6 3-5 45 0.14 0.21 0.20 0.14 - - - - 6.9

5 5 6 6 6 10 45 0.14 0.19 0.20 0.14 - - - - 6.9

5 5 6 6 6 15 36 0.14 0.24 0.25 0.14 - - - - 6.9

5 5 6 6 6 20 35 0.15 0.31 0.32 0.14 - - - - 6.9

5 5 6 6 6 25 35 0.18 0.38 0.39 0.14 - - - - 6.9

5 5 6 6 6 30 35 0.21 0.46 0.47 0.14 - - - - 6.9

5 2 8 7 6 <2 - 0.20 0.31 0.20 0.14 0.22 0.19 0.19 0.17 6.0

5 2 6 6 6 30 44 0.39 0.33 0.34 0.14 - - - - 5.1

1" Max

1 longitudinal bar space plus 2" Min

10" radius(Typ)

4 d Min radius(Typ)

4 d Min

JOINT REINFORCEMENT)

(TOP AND BOTTOM SLAB

reinforcement

Longitudinal reinforcing

Longitudinal

(Typ) radius

2" Max radius(Typ) 2" Max for T 6"

(Typ)

A A

TS T

T T

(Typ)

1" (Typ unless noted otherwise)

SECTION A-A

(top)

(bott)

•" Min (Typ)

2" Max (Typ)

Outer cage circumferential reinforcement at female end.

A for T 5"-for T 5"-for T 6"-

(top)

(bott)

(side)

Minimum length is equal to spacing of longitudinal

T B

S S

S2 S7

S4 S

6" Min

4" Min reinforcing plus 2" (Typ)

4" Min

1 •" Max

CORNER OPTION "A" CORNER OPTION "B"

FILL HEIGHT 2 FT AND GREATER

CORNER OPTION "A" CORNER OPTION "B"

FILL HEIGHT LESS THAN 2 FT

GENERAL NOTES:

HL93 LOADING

PRECAST

SINGLE BOX CULVERTS

5'-0" SPAN

SCP-5

February 2010

GAF LMW BWH/TxDOT GAF

(Fabrication)".

In lieu of furnishing the designs shown on details and notes not shown.

See SCP-MD standard sheet for miscellaneous of 5,000 psi.

with a minimum compressive strength

All concrete shall be Class "H" Concrete details not shown.

Refer to ASTM C1577 for information or

Designs shown conform to ASTM C1577.

Bridge

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

t h is s t a n d a r d t o o t h e r f o r m a t s o r f o r in c o r r e c t r e s u lt s o r d a m a g e s r e s u lt in g f r o m it s u s e k in d e b y

T x

D O

T f o r a n y p u r p o a t s o e v e r

T x

D O

T a s s u m e s n o r e s p o n s ib il it y f o r t h e c o n v e r s e u s e o f t h is s t a n d a r d is g o v e r n e d b y t h e

"T e x a s

E n g in e e r in g

P r a c t r r a n t y o f a n y

D I S

C L

A I

M E

F I L E

D A

T E

8'- 5 •"

7'-10 •"

7'- 3 •"

6'- 8 •"

6'- 1 •"

5'- 6 •"

4'-11 •"

4'- 8"

4'- 4 •"

4'- 1"

3'- 9 •"

3'- 4 •"

3'- 1"

2'- 9 •"

2'- 6"

(Lbs)

Reinf

(CY)

Conc

(Lbs)

Reinf

(CY)

Conc

P I

P E

D I

O F for each addt'l Pipe

Values to be added

7'- 3 •"

6'- 8 •"

6'- 1 •"

5'- 6 •"

4'-11 •"

4'- 8"

4'- 4 •"

4'- 1"

3'- 9 •"

3'- 4 •"

3'- 1"

2'- 9 •"

2'- 6"

7'- 3 •"

6'- 8 •"

6'- 1 •"

5'- 6 •"

4'-11 •"

4'- 8"

4'- 4 •"

4'- 1"

3'- 9 •"

3'- 4 •"

3'- 1"

2'- 9 •"

2'- 6"

AND QUANTITIES FOR ONE HEADWALL

TABLE OF VARIABLE DIMENSIONS

W Y L

X and W

S L

O P

Values for one Pipe

60" 34'- 0" 1619 22.9 353 6.0

54" 31'- 0" 1412 19.2 300 5.0

48" 28'- 0" 1181 15.9 231 4.0

42" 23'- 6" 914 11.5 179 3.0

36" 20'- 6" 727 9.0 144 2.3

33" 19'- 0" 667 7.8 127 2.0

30" 17'- 6" 587 6.7 110 1.7

27" 16'- 0" 506 5.7 96 1.4

24" 14'- 6" 447 4.8 80 1.2

21" 13'- 0" 381 3.9 69 0.9

18" 11'- 6" 326 3.2 50 0.7

15" 10'- 0" 264 2.5 37 0.5

12" 8'- 6" 220 1.9 28 0.4

72" 26'- 8" 1283 17.3 334 5.6

66" 24'- 8" 1126 14.9 300 4.9

60" 22'- 8" 984 12.7 264 4.3

54" 20'- 8" 863 10.7 226 3.6

48" 18'- 8" 720 8.9 175 2.8

42" 15'- 8" 575 6.5 141 2.1

36" 13'- 8" 464 5.1 115 1.7

33" 12'- 8" 417 4.5 101 1.4

30" 11'- 8" 379 3.8 89 1.3

27" 10'- 8" 328 3.3 77 1.0

24" 9'- 8" 295 2.8 67 0.9

21" 8'- 8" 254 2.3 57 0.7

18" 7'- 8" 217 1.9 42 0.5

15" 6'- 8" 177 1.5 32 0.4

12" 5'- 8" 144 1.1 24 0.3

72" 20'- 0" 910 11.7 272 4.4

66" 18'- 6" 797 10.1 242 3.9

60" 17'- 0" 707 8.7 219 3.4

54" 15'- 6" 618 7.3 186 2.9

48" 14'- 0" 527 6.1 146 2.3

42" 11'- 9" 424 4.5 119 1.7

36" 10'- 3" 343 3.5 96 1.4

33" 9'- 6" 310 3.1 84 1.2

30" 8'- 9" 287 2.7 77 1.0

27" 8'- 0" 245 2.3 67 0.8

24" 7'- 3" 221 2.0 58 0.7

21" 6'- 6" 189 1.6 48 0.6

18" 5'- 9" 166 1.3 37 0.5

15" 5'- 0" 133 1.1 28 0.3

12" 4'- 3" 114 0.8 22 0.2

72" 13'- 4" 587 7.1 213 3.3

66" 12'- 4" 530 6.2 194 2.9

60" 11'- 4" 469 5.3 174 2.5

54" 10'- 4" 415 4.5 151 2.1

48" 9'- 4" 350 3.8 117 1.7

42" 7'-10" 290 2.8 97 1.3

36" 6'-10" 241 2.2 81 1.0

33" 6'- 4" 216 2.0 71 0.9

30" 5'-10" 197 1.7 65 0.8

27" 5'- 4" 173 1.5 56 0.6

24" 4'-10" 158 1.3 50 0.5

21" 4'- 4" 137 1.1 43 0.4

18" 3'-10" 120 0.9 32 0.3

15" 3'- 4" 99 0.7 24 0.3

12" 2'-10" 84 0.6 20 0.2

45'- 4 ƒ"

41'- 4 ‚"

37'- 3 •"

31'- 6 ‚"

27'- 5 ƒ"

25'- 5 •"

23'- 5 ‚"

21'- 4 ƒ"

19'- 4 •"

17'- 2 ƒ"

15'- 2 •"

13'- 2 ‚"

11'- 2"

38'- 1 ‚"

35'- 2 •"

32'- 3 ƒ"

29'- 5"

26'- 6 ‚"

22'- 5 ƒ"

19'- 7"

18'- 1 ƒ"

16'- 8 ‚"

15'- 3"

13'- 9 •"

12'- 2 ƒ"

10'- 9 •"

9'- 4"

7'-10 ƒ"

30'- 4 ƒ"

28'- 1"

25'- 9 ‚"

23'- 5 •"

21'- 1 ƒ"

17'-11 •"

15'- 7 ƒ"

14'- 5 ƒ"

13'- 4"

12'- 2"

11'- 0"

9'- 8 ƒ"

8'- 6 ƒ"

7'- 5"

6'- 3"

22'- 8 •"

20'-11 •"

19'- 2 ƒ"

17'- 5 ƒ"

15'- 9"

13'- 5 ‚"

11'- 8 ‚"

10'-10"

9'-11 •"

9'- 1"

8'- 2 •"

7'- 2 ƒ"

6'- 4 ‚"

5'- 5 ƒ"

4'- 7 •"

39'- 3"

35'- 9 •"

32'- 4"

27'- 1 •"

23'- 8"

21'-11 ‚"

20'- 2 •"

18'- 5 ƒ"

16'- 9"

15'- 0 ‚"

13'- 3 ‚"

11'- 6 •"

9'- 9 ƒ"

30'- 9 •"

28'- 5 ƒ"

26'- 2"

23'-10 ‚"

21'- 6 ƒ"

18'- 1"

15'- 9 ‚"

14'- 7 •"

13'- 5 ƒ"

12'- 3 ƒ"

11'- 2"

10'- 0"

8'-10 ‚"

7'- 8 •"

6'- 6 •"

23'- 1 ‚"

21'- 4 ‚"

19'- 7 •"

17'-10 ƒ"

16'- 2"

13'- 6 ƒ"

11'-10"

10'-11 ƒ"

10'- 1 ‚"

9'- 2 ƒ"

8'- 4 •"

7'- 6"

6'- 7 ƒ"

5'- 9 ‚"

4'-11"

15'- 4 ƒ"

14'- 3"

13'- 1"

11'-11 ‚"

10'- 9 ‚"

9'- 0 •"

7'-10 ƒ"

7'- 3 ƒ"

6'- 8 ƒ"

6'- 2"

5'- 7"

5'- 0"

4'- 5"

3'-10 ‚"

3'- 3 ‚"

8'- 3"

7'- 6"

6'- 7"

5'-10"

5'- 1"

4'- 8"

4'- 4"

3'-11"

3'- 7"

3'- 1"

2'- 8"

2'- 2"

1'- 9"

9'- 4"

8'- 9"

8'- 3"

7'- 6"

6'- 7"

5'-10"

5'-1"

4'- 8"

4'- 4"

3'-11"

3'- 7"

3'- 1"

2'- 8"

2'- 2"

1'- 9"

9'- 4"

8'- 9"

8'- 3"

7'- 6"

6'- 7"

5'-10"

5'- 1"

4'- 8"

4'- 4"

3'-11"

3'- 7"

3'- 1"

2'- 8"

2'- 2"

1'- 9"

9'- 4"

8'- 9"

8'- 3"

7'- 6"

6'- 7"

5'-10"

5'- 1"

4'- 8"

4'- 4"

3'-11"

3'- 7"

3'- 1"

2'- 8"

2'- 2"

1'- 9"

7'- 3 •"

6'- 8 •"

6'- 1 •"

5'- 6 •"

4'-11 •"

4'- 8"

4'- 4 •"

4'- 1"

3'- 9 •"

3'- 4 •"

3'- 1"

2'- 9 •"

2'- 6"

REINFORCING STEEL

TABLE OF

Slope

Toe of

72" 3'- 4" 1'- 3" 7'- 3"

66" 3'- 3" 1'- 3" 6'- 9"

60" 3'- 3" 1'- 3" 6'- 3"

54" 3'- 0" 1'- 3" 5'- 9"

48" 2'- 7" 1'- 3" 5'- 3"

42" 2'- 4" 1'- 0" 4'- 6"

36" 2'- 1" 1'- 0" 4'- 0"

33" 1'-11" 1'- 0" 3'- 9"

30" 1'-10" 1'- 0" 3'- 6"

27" 1'- 8" 1'- 0" 3'- 3"

24" 1'- 7" 1'- 0" 3'- 0"

21" 1'- 4" 1'- 0" 2'- 9"

18" 1'- 2" 1'- 0" 2'- 6"

15" 11" 1'- 0" 2'- 3"

12" 9" 1'- 0" 2'- 0"

P I

P E

O F

CONSTANT DIMENSIONS

TABLE OF

Max at 1'-0"

Spacing

12 x L

12 x H 7

12 x L

12 x H 7 Max Length = 12 x H 3" x

Min Length = 6" 3" x to maintain 4" Min cover for pipes.

Provide a 1'-0" footing as shown where required

(Roadway Slope)

Finished Grade be allowed for this work.

quantities and no additional compensation will requirements. No changes will be made in shall be reduced, if necessary, to meet these than 3" above finished grade. Curb heights

For vehicle safety, curbs shall project no more

(one headwall).

Quantities shown are for one structure end only line.

Lengths of wings based on SL:1 Slope along this increase slightly for metal pipe installations.

Quantities shown are for concrete pipe and will

Bars E

Bars C

Bars F

Bars V -V1 x

Bars G

Bars A -A1 x

Bars B

Bars B -B1 x

Bars W

Bars S

Bars C

Bars F

Bars V -V1 x

Bars W

Bars S

H Y

D DG

L Pipe or PipesC

ELEVATION

PLAN

6" 6"

A # 4 1'-0" ~

B # 3 1'-6" ~

C # 4 1'-0" ~

D # 3 1'-0" ~

E # 5 ~ 4

F # 5 ~ ~

G # 3 ~ 2

S # 4 ~ 6

V # 4 1'-0" ~

W # 5 ~ 4

Bar Size Spa No.

30°

BARS B & B -B1 X

BARS C

Y 4"

9" Min

1'-6"

Bars B

Bars Bx

(2'-0" long)

30°

G K H

Bars F ~ 2"

X/2

BARS V

T y p

Bars E

M a x

GENERAL NOTES:

Showing dimensions perpendicular to Rdwy

Conforms to SL:1 slope face of wall.

Bar W on inside needed to support provide bars as

Contractor shall

M i n

Bars G Bars A

Bars B

Bars C

Bars S

Bars V -V1 x

Bars W

Bars D -D1 x

Bars E

TYPICAL WING ELEVATION

Bars V Bars S

Bars B

Bars A -A1 x

SECTION A-A

Const Jt

Bars W

Bars D

1'-0"

" 6

Bars F directly to these culvert headwalls.

No bridge rails of any type may be mounted

3600 psi.

have a minimum compressive strength of

All concrete shall be Class "C" and shall

All reinforcing steel shall be Grade 60.

from the surface of the concrete.

the center of the outside layer of bars 2"

Reinforcing steel shall be placed with

Specifications.

Designed according to AASHTO LRFD

CONCRETE HEADWALLS

WITH FLARED WINGS FOR

0° SKEW PIPE CULVERTS

CH-FW-0

February 2010 chfw00se.dgn TxDOT TxDOT TxDOT GAF

Bridge

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

t h is s t a n d a r d t o o t h e r f o r m a t s o r f o r in c o r r e c t r e s u lt s o r d a m a g e s r e s u lt in g f r o m it s u s e k in d e b y

T x

D O

T f o r a n y p u r p o a t s o e v e r

T x

D O

T a s s u m e s n o r e s p o n s ib il it y f o r t h e c o n v e r s e u s e o f t h is s t a n d a r d is g o v e r n e d b y t h e

"T e x a s

E n g in e e r in g

P r a c t r r a n t y o f a n y

D I S

C L

A I

M E

F I L E

D A

T E

Slab Reinforcing

Culvert Bottom

Reinforcing

Variable

Details

See Corner

Slope

Toe of this line.

slope along based on SL:1

Length of Wings

(Roadway Slope)

Finished Grade

16'-0" 8'- 2" 4'- 6" 3'- 0" 1'- 3" #9 6" #6 6" 297.02 1.234

15'-0" 7'- 8" 4'- 0" 3'- 0" 1'- 1" #9 6" #6 6" 283.06 1.068

14'-0" 7'- 2" 3'- 6" 3'- 0" 1'- 0" #8 6" #5 6" 216.78 0.959

13'-0" 6'- 8" 3'- 3" 2'- 9" 11" #7 6" #5 6" 178.80 0.856

12'-0" 6'- 2" 3'- 0" 2'- 6" 9" #7 6" #5 6" 162.29 0.721

11'-0" 5'- 8" 2'- 9" 2'- 3" 8" #6 6" #5 6" 133.65 0.634

10'-0" 5'- 2" 2'- 6" 2'- 0" 8" #5 6" #4 6" 97.25 0.584

9'-0" 4'- 8" 2'- 3" 1'- 9" 8" #4 6" #4 6" 81.49 0.535

8'-0" 4'- 2" 2'- 0" 1'- 6" 8" #5 1'-0" #4 1'-0" 60.19 0.486

7'-0" 3'- 8" 1'- 9" 1'- 3" 7" #4 1'-0" #4 1'-0" 52.77 0.414

6'-0" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 46.42 0.367

5'-6" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 45.75 0.355

5'-0" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 45.09 0.343

4'-6" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 41.75 0.330

4'-0" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 38.41 0.285

3'-6" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 37.74 0.273

3'-0" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 37.07 0.261

2'-6" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 33.73 0.248

(2~Wings)

REINFORCING

TABLE OF WINGWALL

Q #4 1 ~

L #4 ~ 1'-6"

Bar Size No. Spa

V #4 ~ 1'-0"

R #5 6 ~

P #4 ~ 1'-0"

M #4 4 ~

G #6 4 ~

F #4 ~ 1'-0"

E #4 ~ 1'-0"

D #5 ~ 1'-0"

Bar Size No. Spa

Height

Wingwall

Maximum

N = Number of Culvert Spans

Ltw = Culvert Toewall Length

Lw = Length of Wingwall

SL:1 = Side Slope Ratio (Horizontal:1 Vertical)

Hw = Height of Wingwall

QUANTITIES

CULVERT TOEWALL

TABLE OF ESTIMATED

Toewall reinforcing not shown for clarity.)

(Showing reinforcing. Culvert and Culvert

Const Jt

Permiss and U values.

See applicable box culvert standard for H, S, T, (2~Wings) wing length per ft of

Quantities

Estimated

S S

L w

8" PLAN

X Y

SECTION B-B

BARS L BARS J

BARS J1

2'-0"

Conc (CY/Ft)

L e n g

V r i

Dimensions

W X Y

S i z e

Spa

S i z e

Spa

(Lb/Ft)

Reinf Conc

(CY/Ft)

TABLE OF DIMENSIONS & REINFORCING STEEL

BARS R

2'-0"

BARS D

4'-0"

BARS V

L e n g

V r i

J P

X Y

SECTION A-A

H w

(Typ)

S h o r t e s t

P D

WINGWALL

CORNER DETAILS

FOOTING AND TOEWALL

J1 V

R V

F M

H perpendicular to Rdwy

H w

T C

Conforms to Slope

INSIDE ELEVATION

2.45

0.037

1 2Bars J Bars J

M a x

T y p

J or V

M a x

F or G

Const Jt

UUU

Ltw

For Cast-in-place culverts:

Ltw = (N) (S) (N 1) (U)

For Precast culverts:

Ltw = (N) (2U S) (N 1) (0.5')

Hw = H T C 0.250'

Lw = (Hw 0.333') (SL)

Wingwall Toewall Culvert Toewall

Total Wingwall Area (Two Wings ~ S.F.)=(Hw 0.333') (Lw)

(Wings for One Structure End) WING DIMENSION CALCULATIONS:

(Showing Dimensions)

Y 4"

L o n g e s t

Reinf (Lb/Ft)

Formulas: (All values are in Feet)

W 4"-other than T6, refer to RAC standard.

to T6-CM standard. For structures with traffic rail, ECD standard. For structures with T6 bridge rail, refer rail, bicycle rail or curbs taller than 1'-0", refer to elsewhere in the plans. For structures with pedestrian

0" min to 5'-0" max. Estimated curb heights are shown

SECTION B-B will not be required.

riprap is provided, the culvert toewall shown in riprap, at intervals of approximately 20'. When such flow, shall extend across the full distance of the joints or grooved joints, oriented in the direction of typical riprap reinforcing into the toewall; construction ground; the toewall shall be reinforced by extending concrete toewall along all edges adjacent to natural riprap shall have a 6" wide by 1'-6" deep reinforced shown on the plans or directed by the Engineer, the be as required by Item 432, "Riprap". Unless otherwise riprap shall be constructed. Payment for riprap shall

When shown elsewhere on the plans, a 5" deep concrete for Contractor's information only.

resulting from the formulas given on this sheet are

The quantities for concrete and reinforcing steel information.

See BCS sheet for additional dimensions and or eliminated as directed by the Engineer.

toewalls for culverts and wingwalls may be reduced

When structure is founded on solid rock, depth of a minimum of 1 ‚" clear cover.

All reinforcing bars shall be adjusted to provide minimum compressive strength of 3600 psi.

All concrete shall be Class "C" and shall have a otherwise.

steel reinforcing in riprap concrete unless noted

Material Producer List (MPL) may be used in lieu of

Synthetic fibers listed on the "Fibers for Concrete"

All reinforcing steel shall be Grade 60.

Designed according to AASHTO LRFD Specifications.

Box Culvert.

Extend Bars P 3'-0" minimum into bottom slab of from that shown as necessary.

flush with Wingwall Toewall. Adjust reinforcing

At Contractor's option, Culvert Toewall may be ended cover and 4" minimum between bars.

Adjust to fit as necessary to maintain 1 ‚" clear by Lw.

quantities for two wings multiply the tabulated values for two wings (one structure end). To determine total

Quantities shown are based on an average wing height will be allowed for this work.

be made in quantities and no additional compensation

3" projection above finished grade. No changes will shall be reduced, if necessary, to provide a maximum

For vehicle safety, curb heights and wall heights

GENERAL NOTES:

Recommended values of Slope are: 2:1, 3:1, 4:1, & 6:1.

SW-O

CONCRETE WINGWALLS

WITH STRAIGHT WINGS FOR

0° SKEW BOX CULVERTS

synthetic fibers.

11-10: Add note for

February 2010 sw-0stde.dgn GAF CAT TxDOT GAF

Bridge

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

psetscss.dgn t h is s t a n d a r d t o o t h e r f o r m a t s o r f o r in c o r r e c t r e s u lt s o r d a m a g e s r e s u lt in g f r o m it s u s e k in d e b y

T x

D O

T f o r a n y p u r p o a t s o e v e r

T x

D O

T a s s u m e s n o r e s p o n s ib il it y f o r t h e c o n v e r s e u s e o f t h is s t a n d a r d is g o v e r n e d b y t h e

"T e x a s

E n g in e e r in g

P r a c t r r a n t y o f a n y

D I S

C L

A I

M E

F I L E

D A

T E

OF SAFETY PIPE RUNNERS

END DETAIL FOR INSTALLATION

SAFETY PIPE RUNNERS

INSTALLATION DETAIL FOR

Projection

1/3 Pipe Dia

Runner the Safety Pipe than the I.D. of

‚" to †" less have an O.D. of

Pipe stub shall

Runner

Pipe

Safety

Runner

Pipe

Safety accordingly.

If any other wall thickness is used, dimension "D" must be adjusted

Dimension "D" is based on ASTM C-76, Class III, Wall thickness "B".

fitted in a formed pocket) diameter as Safety Pipe runner and

L Pipe Support Post (Post to be same minimum distance between safety end treatments.

Clear distance between pipes shall be adjusted to provide for the required for vehicle safety.

Slope as shown elsewhere in plans. Slope of 3:1 or flatter is larger

Runner or •" as Safety Pipe be same size

Cross Pipe to as directed by Engineer.

specified around the safety end treatment, backfill shall be

Item "Safety End Treatment". When concrete riprap is

Bedding and backfill shall be considered subsidiary to the with the Item, "Excavation and Backfill for Structures".

Cement stabilized bedding and backfill shall be in accordance

Backfill

Bedding and

Cement Stabilized

Inserts

Washers and

Steel Bolts with

L ƒ" Galvanized

Pipe Runner

L Safety to Support Post

Cradle Welded

Pipe Support line for Toewall

Optional casting

Precast Safety End Treatment)

(Showing joint between RCP and

P E

Pipe

Cross

SQUARE BOTTOM

OPTION WITH

INVERT BOTTOM

OPTION WITH

End Treatment.

with concrete riprap and shall be considered subsidiary to Safety

The top 4" of void between precast end treatments shall be filled as required or bell end with spigot be produced section may

Precast end

Step Slope

Optional

1'-0"

End of payment for Pipe t o

Slope

6" t o

Flowline

P I P E

Reinf to have i n n

1" Min cover

PLAN

LONGITUDINAL ELEVATION

P I

P E

D m

L ƒ" Galvanized Steel BoltsC ƒ" Threaded Insert

M a x

Flowline ƒ" Threaded Insert

CL ƒ" Galvanized Steel

Bolt & Nut with Washer

(If required)

Pipe Dia

(If required)

Pocket is to be Formed to fit if Safety Pipe Runners are used.

6" Min

4:1

2'-11"

17"

2 ‚"

2 •"

3 •"

4 •"

24"

31"

20 •"

6:1

3:1

4:1

6:1

3:1

4:1

6:1

3:1

4:1

6:1

3:1

4:1

6:1

3:1

4:1

6:1

3:1

4:1

6:1

3:1

=>0 deg Yes

<=15 deg

>15 deg

<=45 deg

Yes

No3'-6"

4'-9"

3'-8"

4'-7"

6'-5"

4'-6"

5'-8"

8'-0"

6'-2"

7'-10"

11'-3"

7'-10"

10'-1"

14'-8"

9'-5"

12'-3"

11'-1"

14'-5"

21'-2"

=>0 deg Yes

<=15 deg

>15 deg

<=45 deg

Yes

=>0 deg

<=30 deg

>30 deg Yes

38 •"

45 •"

52 •"

17'-11"

12"

OPTION A

OPTION B

DETAIL A

See Detail "A"

O.D. of Pipe Support Post

Measured along Slope.

L Safety Pipe RunnersC with Washers and Inserts

GENERAL NOTES:

Yes

=0 deg

>0 deg (If required)

P I P E

OPTIONAL JOINT

t o

SECTION A-A

MULTIPLE PIPE INSTALLATION

Invert

Toewall to be used only when dimension is shown elsewhere in the plans.

(If required)

Safety Pipe Runner

Top Face of Safety End Treatment

M i n

5" 5"

Min Min

M i n

I.D.

PIPE

REQUIRED

RUNNERS

PIPE

REQUIRED

RUNNERS

PIPETHICKNESS

WALL "B"

PIPE

UNIT

LENGTH

MINIMUM

SLOPE

42"

36"

30"

24"

18"

15"

12"

SKEWSKEW

SINGLE PIPE MULTIPLE PIPE

"D"

Size

Pipe

O.D.

Pipe

I.D.

Pipe

Length

Runner

Safety Pipe

Maximum

11'- 2"

15'- 6"

20'-10"

35'- 4"

3.500"

4.000"

4.500"

5.563"

3" STD

3 •" STD

4" STD

5" STD

3.068"

3.548"

4.026"

5.047"

Safety Pipe Runner Length 6

Unit Length Varies

Required Pipe Runner Size

M i n

7" Max n

(If required)

TREATMENT

PRECAST SAFETY END

PSET-SC

TYPE II ~ CROSS DRAINAGE

synthetic fibers.

11-10: Add note for

February 2010

RLW KLR JTR GAF

be repaired in accordance with the specifications.

fabrication. Galvanizing damaged during transport or construction shall

All steel components except reinforcing, shall be galvanized after

ASTM A500 (Grade B), or API 5LX52.

shall conform to the requirements of ASTM A53 (Type E or S, Grade B), Safety Pipe Runners, Cross Pipes, Pipe Support Posts, and Pipe Stubs

Cross-Drainage Structures", Texas Transportation Institute, March 1981.

as recommended by Research Report 280-1, "Safety Treatment of Roadside

Pipe Runners are designed for a traversing load of 1,800 Lbs at yield cast is that of the required size of pipe.

of Safety End Treatment may be furnished; as long as the "D" dimension

At the option and expense of the Contractor the next larger size with a minimum compressive strength of 3600 psi.

B. Concrete for precast (steel formed) sections shall be Class "C" or 5 x 5 - W10 x W10 welded wire reinforcement (WWR).

or #4 at 9" (Grade 60) each way or 6 x 6 - W12 x W12

A. Minimum reinforcing shall be #4 at 6" (Grade 40)

Item "Safety End Treatment" except as noted below :

Manufacture of this product shall conform to requirements of unless noted otherwise.

List (MPL) may be used in lieu of steel reinforcing in riprap concrete

Synthetic fibers listed on the "Fibers for Concrete" Material Producer the plans.

to mitered RCP, Riprap will not be required unless noted otherwise on

When Precast Safety End Treatment is used as a Contractor's alternate for TYPE II end treatment as specified in Item "Safety End Treatment".

Precast safety end treatment for reinforced concrete pipe may be used

Bridge

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

scpmdsts.dgn t h is s t a n d a r d t o o t h e r f o r m a t s o r f o r in c o r r e c t r e s u lt s o r d a m a g e s r e s u lt in g f r o m it s u s e k in d e b y

T x

D O

T f o r a n y p u r p o a t s o e v e r

T x

D O

T a s s u m e s n o r e s p o n s ib il it y f o r t h e c o n v e r s e u s e o f t h is s t a n d a r d is g o v e r n e d b y t h e

"T e x a s

E n g in e e r in g

P r a c t r r a n t y o f a n y

D I S

C L

A I

M E

F I L E

D A

T E

H(#4)

Box

Concrete

Precast

Reinforcing

Inside Face

Reinforcing

Outside Face

Backfill

Cement Stabilized

PLACEMENT

MULTIPLE UNIT

End Treatment)

(Also applies to Safety

Box Culvert"

End of "Concrete backfill stabilized

Cement

Slab

Box Top

Concrete

Precast as shown)

(Place 4 ~ #4's concrete closure

Cast-in-place

(Roadway Slope)

Finished Grade

NOTES)

(See GENERAL

3" Chamfer

(Length = 4'-3")

(Spa = 1'-0" Max) payment

Box Culvert" for

End of "Concrete

(Roadway Slope)

Finished Gradefor Curb details

See SECTION THRU CURB as shown)

(Place 4 ~ #4's concrete closure

Cast-in-place backfill stabilized

Cement for payment

Box Culvert"

End of "Concrete

Concrete Box

Precast

Wall

Culvert

Precast

NOTES)

(See GENERAL

3" Chamfer multi-boxes backfill between

Cement stabilized as shown

Spa at 6" max layer of 6 ~ #4's

Place additional of 4" into gap shall extend a min inside and outside

Exposed reinforcing

Closure

Place Concrete

End of Cast-in-

Closure

Concrete

Cast-in-place

(Typ) for payment

Box Culvert"

"Concrete

End of

Wingwall

WINGWALL CONNECTION

Inside Face

10"

ANGLE DETAIL

Concrete Closure

Reinforcing Steel

Concrete

4.18 Lb

0.037 CY

SECTION B-B

2'-9" u r b i g h t

QUANTITIES PER FOOT OF CURB

2' -0

Mi n 2'-0" Min

SECTION THRU TOP SLABS LESS THAN 7"

L s s t h a n

SECTION THRU CURB

1'-0"

U s u a l

M a x

T y p ) 8

A A

8" wide band

SECTION A-A

BARS K

~ #4

M a x

BARS C ~ #4

(Spa = 1'-0" Max)

M a x

B B

M i n y p

DETAIL "A"

Skew

PLAN OF SKEWED ENDS

(Showing multi-box placement)

L BoxC

4 5

L BoxL Box CC

Bars C

See DETAIL "A"

& Usual

6" Min

1'-0" Min Extension

1'-0" Min Extension (Typ)

3'-0" Min

3'-0" Min Closure

3'-0" Min (Typ)2'-0" Min traffic rail, other than T6, refer to RAC standard.

with T6 traffic rail, refer to T6-CM standard. For structures with or curbs taller than 1'-0", refer to ECD standard. For structures in the plans. For structures with pedestrian rail, bicycle rail

0" min to 5'-0" max. Estimated curb heights are shown elsewhere the closure shall be bent or trimmed as necessary.

into concrete closure. Any reinforcing that does not fit into

Curb, Wingwall or Safety End Treatment reinforcing shall extend concrete closure (Typ).

Precast box reinforcing shall extend a minimum of 1'-0" into precast box section.

closure shall be flush with the inside and outside faces of the box section. Except where shown otherwise, the cast-in-place the closure shall be the same size and spacing as in the precast be cast short or broken back in the field. All reinforcing in

Cast-in-place concrete closure shall be 3'-0" min. Boxes shall cast full length.

less than 3'-0". See Section B-B detail when interior walls are top slab, bottom slab, and exterior wall closure shall not be interior walls may be adjusted as necessary. The length of the

For multiple unit placements the length of the closure for the

Box Culvert for payment.

Cement Stabilized Backfill between boxes is considered part of the shall be considered as subsidiary to the Concrete Box Culvert.

Any additional concrete and reinforcing required for the closures

Culvert for payment.

All curb concrete and reinforcing is considered part of the Box

Bars K may be omitted.

as necessary to maintain cover. For curbs less than 3" high, For curbs less than 1'-0" high, tilt Bars K or reduce bar height in the plans.

1'-0" typical. 2'-0" when RAC standard is referred to elsewhere additional compensation will be allowed for this work.

requirements. No changes will be made in quantities and no

Curb heights shall be reduced, if necessary, to meet the above finished grade.

- For structures with bridge rail, curbs shall be flush with than 3" above finished grade.

- For structures without bridge rail, curbs shall project no more

For vehicle safety, the following requirements must be met:

wall closure as shown in DETAIL "A".

treatment, or with the top slab as the final riding surface, provide

For multiple unit placement with overlay, with 1 to 2 course surface reinforcing at each point of contact.

face only). The bands shall be tack welded to the exposed shall be placed in the gaps of the walls (placed in the outside slabs. A band matching the outside face reinforcing of the wall reinforcing shall be placed in the gaps of the top and bottom

Bands of reinforcing matching the inside and outside face for any additional material in the gap between adjacent boxes.

"Jacking, Boring, or Tunneling Pipe or Box". No payment will be made the precast boxes to be tunneled or jacked in accordance with Item 476, This dimension may be increased with approval of the Engineer to allow

GENERAL NOTES:

HL93 LOADING

PRECAST

MISCELLANEOUS DETAILS

SCP-MD

BOX CULVERTS

February 2010

GAF LMW BWH/TxDOT GAF

3 inches at the entrance.

The bottom edge of the top slab closure shall be chamfered not shown.

Refer to the Single Box Culverts Precast standard for details considered as subsidiary to the Concrete Box Culvert.

Any additional concrete required for the closures shall be to the Item, "Concrete Substructures".

compressive strength of 3600 psi and shall be placed according

All closure concrete shall be Class "C" with a minimum

Designed according to AASHTO LRFD Specifications.

nbb Text Box

AW-DET01

File details come from the government source that posted it. Updated Nov 14, 2017.