Culvert Catalog

P. O. Box 1061Dunn, North Carolina 28335(910) 892-6411 fax: (910) 892-48941-866-PRECASTwww.carolinaprecast.com

Setting the Standard

CAROLINAPRECAST

BOX CULVERTS

Box Culverts

Box Culvert Sections Page

Precast Box Culvert; Single Cell 2

Precast Box Culvert; Multiple Cell 3

Precast Box Culvert; Multi Cell – Composite 4

Box Culvert 3-Sided Boxes Page

Precast Box Culvert 3 Sided Box with Footer Slabs 5

Precast Box Culvert 3 Sided Box with Top Slab 6

Box Culvert Bend Details Page

Precast Box Culvert Bend Details 7

Box Culvert End Details Page

Precast Box Culvert End Treatment Detail 8

Precast Box Culvert Skewed Ends 9

Precast Box Culvert Special End Standards (1) 10



1

SEE NOTE #7

LAY LENGTH BARRIER SECTIONS UP TO 7'-6" TYPICAL

1. PRECAST BOX CULVERT DESIGN SPECIFICATIONS SHALL BE IN ACCORDANCE WITH ACI-318 "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE", AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES", ASTM C789 "PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS, OR ASTM C850 "PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS WITH LESS THAN 2 Ft. OF COVER SUBJECT TO HIGHWAY LOADINGS", AS APPLICABLE.2. CONCRETE COMPRESSIVE STRENGTH 5,000 P.S.I. MINIMUM UNLESS OTHERWISE SPECIFIED.3. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OUTLINED IN NOTE #1 AND SHALL UTILIZE GRADE 60 RE-BARS CONFORMING TO THE REQUIREMENTS OF ASTM A185, OR WWF CONFORMING TO THE REQUIREMENTS OF ASTM A185 OR BOTH.4. TYPICAL HAUNCH DETAIL SHALL BE 8"x8". LARGER HAUNCHES ARE AVAILABLE FOR CULVERTS OF LONGER SPANS, DEEPER FILLS OR HEAVY LIVE LOAD REQUIREMENTS.5. WALL, ROOF, AND FLOOR DIMENSIONS SHALL BE DETERMINED BY JOB CONDITIONS. TYPICAL CONFIGURATIONS AS WELL AS STEEL REQUIREMENTS ARE DETAILED IN ASTM C789 AND C850 AS PER NOTE #1.6. PENETRATIONS IN ROOF SLAB AND WALLS CAN BE PROVIDED DEPENDENT ON JOB CONDITIONS. ADDITIONAL STEEL WILL BE REQUIRED AT ALL PENETRATIONS.7. WEEP HOLES AVAILABLE PER JOB REQUIREMENTS AND ARE TYPICALLY PLACED ONE PER CULVERT SECTION AT EACH EXTERIOR WALL.8. TONGUE AND GROOVE SHALL BE SIZED IN PROPORTION TO CULVERT CROSS SECTION. JOINTS SHALL BE SEALED BY 1"x1" CLOSE CELL NEOPRENE SPONGE GASKET MATERIAL WHICH IS FACTORY APPLIED TO THE "BELL" OR "GROOVE" END OF THE CULVERT SECTION.9. SEE SPECIAL DETAILS FOR END TREATMENTS, CURVES, AND ADDITIONAL OPTIONS AVAILABLE.

GENERAL NOTES:

DETAILS PROVIDED BY APPIAN CONSULTING ENGINEERS, P.A.

NOTE #8

SEE

SEE NOTE #5

SEE NOTE #5

AND DETAIL

SEE NOTE #8SEE NOTE #6

SEE

NO

TE #

5

SEE

NO

TE #

5

TYPICAL SPANSMIN. 6'-0" AND UP(1'-0" INCREMENTS)

(1'-0

" IN

CR

EMEN

TS)

MIN

. 3'-0

" A

ND

UP

TYPI

CA

L R

ISER

SEE NOTE #3

SEE NOTE #4

SIN

GL

E C

EL

LP

RE

CA

ST

BO

X C

ULV

ER

T

NOTE #6SEE

FEB. 15, 1999

BOXCUL-SDRAWING No:

DATE:P. O. Box 1061Dunn, North Carolina 28335(910) 892-6411 fax: (910) 892-48941-866-PRECASTwww.carolinaprecast.comSetting the Standard

CAROLINAPRECAST

© 2007 Carolina Precast Concrete, Inc.

2

LAY LENGTH BARRIER SECTIONS UP TO 7'-6" TYPICAL

1. PRECAST BOX CULVERT DESIGN SPECIFICATIONS SHALL BE IN ACCORDANCE WITH ACI-318 "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE", AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES", ASTM C789 "PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS, OR ASTM C850 "PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS WITH LESS THAN 2 Ft. OF COVER SUBJECT TO HIGHWAY LOADINGS", AS APPLICABLE.2. CONCRETE COMPRESSIVE STRENGTH 5,000 P.S.I. MINIMUM UNLESS OTHERWISE SPECIFIED.3. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OUTLINED IN NOTE #1 AND SHALL UTILIZE GRADE 60 RE-BARS CONFORMING TO THE REQUIREMENTS OF ASTM A185, OR WWF CONFORMING TO THE REQUIREMENTS OF ASTM A185 OR BOTH.4. TYPICAL HAUNCH DETAIL SHALL BE 8"x8". LARGER HAUNCHES ARE AVAILABLE FOR CULVERTS OF LONGER SPANS, DEEPER FILLS OR HEAVY LIVE LOAD REQUIREMENTS.5. WALL, ROOF, AND FLOOR DIMENSIONS SHALL BE DETERMINED BY JOB CONDITIONS. TYPICAL CONFIGURATIONS AS WELL AS STEEL REQUIREMENTS ARE DETAILED IN ASTM C789 AND C850 AS PER NOTE #1.6. PENETRATIONS IN ROOF SLAB AND WALLS CAN BE PROVIDED DEPENDENT ON JOB CONDITIONS. ADDITIONAL STEEL WILL BE REQUIRED AT ALL PENETRATIONS.7. WEEP HOLES AVAILABLE PER JOB REQUIREMENTS AND ARE TYPICALLY PLACED ONE PER CULVERT SECTION AT EACH EXTERIOR WALL.8. TONGUE AND GROOVE SHALL BE SIZED IN PROPORTION TO CULVERT CROSS SECTION. JOINTS SHALL BE SEALED BY 1"x1" CLOSE CELL NEOPRENE SPONGE GASKET MATERIAL WHICH IS FACTORY APPLIED TO THE "BELL" OR "GROOVE" END OF THE CULVERT SECTION.9. SEE SPECIAL DETAILS FOR END TREATMENTS, CURVES, AND ADDITIONAL OPTIONS AVAILABLE.10. PRECAST CULVERT SECTIONS CAN BE PRODUCED MONOLITHICALLY IN MULTI-CELL CONFIGURATIONS AND MUST SPECIFY IN REQUIREMENTS.

GENERAL NOTES:


NOTE #8

SEE

SEE NOTE #6

NOTE #7SEE

SEE NOTE #8AND DETAIL

MIN. 6'-0" AND UP(1'-0" INCREMENTS)

SEE

NO

TE #

5

SEE

NO

TE #

5SEE NOTE #3

TYPICAL SPANS

SEE NOTE #4

SEE NOTE #5

PR

EC

AS

T B

OX

CU

LVE

RT

MU

LTIP

LE

CE

LL

SEE

NOTE #6TY

PICA

L RI

SER

MIN

. 3'-0

" AND

UP

(1'-0

" INC

REM

ENTS

)

SEE NOTE #5

SEE NOTE #5

FEB. 15, 1999

BOXCUL-MDRAWING No:


CAROLINAPRECAST

© 2007 C

arolina Precast C

oncrete, Inc.

3

1. PRECAST BOX CULVERT DESIGN SPECIFICATIONS SHALL BE IN ACCORDANCE WITH ACI-318 "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE", AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES", ASTM C789 "PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS, OR ASTM C850 "PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS WITH LESS THAN 2 Ft. OF COVER SUBJECT TO HIGHWAY LOADINGS", AS APPLICABLE.2. CONCRETE COMPRESSIVE STRENGTH 5,000 P.S.I. MINIMUM UNLESS OTHERWISE SPECIFIED.3. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OUTLINED IN NOTE #1 AND SHALL UTILIZE GRADE 60 RE-BARS CONFORMING TO THE REQUIREMENTS OF ASTM A185, OR WWF CONFORMING TO THE REQUIREMENTS OF ASTM A185 OR BOTH.4. TYPICAL HAUNCH DETAIL SHALL BE 8"x8". LARGER HAUNCHES ARE AVAILABLE FOR CULVERTS OF LONGER SPANS, DEEPER FILLS OR HEAVY LIVE LOAD REQUIREMENTS.5. WALL, ROOF, AND FLOOR DIMENSIONS SHALL BE DETERMINED BY JOB CONDITIONS. TYPICAL CONFIGURATIONS AS WELL AS STEEL REQUIREMENTS ARE DETAILED IN ASTM C789 AND C850 AS PER NOTE #1.6. PENETRATIONS IN ROOF SLAB AND WALLS CAN BE PROVIDED DEPENDENT ON JOB CONDITIONS. ADDITIONAL STEEL WILL BE REQUIRED AT ALL PENETRATIONS.7. WEEP HOLES AVAILABLE PER JOB REQUIREMENTS AND ARE TYPICALLY PLACED ONE PER CULVERT SECTION AT EACH EXTERIOR WALL.8. TONGUE AND GROOVE SHALL BE SIZED IN PROPORTION TO CULVERT CROSS SECTION. JOINTS SHALL BE SEALED BY 1"x1" CLOSE CELL NEOPRENE SPONGE GASKET MATERIAL WHICH IS FACTORY APPLIED TO THE "BELL" OR "GROOVE" END OF THE CULVERT SECTION.9. SEE SPECIAL DETAILS FOR END TREATMENTS, CURVES, AND ADDITIONAL OPTIONS AVAILABLE.10. MULTI-CELL CONFIGURATION MAY BE BUT ACCOMPLISHED BY REPEATED ROWS OF SINGLE CELL CROSS SECTIONS. THIS IS PRIMARILY DUE TO CONSTRAINTS ON SITE DUE TO WEIGHT HANDLING LIMITATIONS.11. A 1" SPACING BETWEEN ROWS FILLED WITH GRANULAR MATERIAL IS DESIRABLE TO ASSUME PROPER LOAD DISTRIBUTION. PRECAST NOSING STEMS ARE AS REQUIRED.

GENERAL NOTES:

& NOTE #11SEE DETAIL


LAY LENGTH BARRIER SECTIONS

UP TO 7'-6" TYPICALSEENOTE #8

SEE NOTE #11

NOTE #6

NOTE #7SEE

AND DETAIL

SEE NOTE #8SEE

MIN. 6'-0" AND UP(1'-0" INCREMENTS)

SEE

NO

TE #

5

SEE

NO

TE #

5SEE NOTE #3

TYPICAL SPANS

SEE NOTE #4

MU

LTI C

EL

L -

CO

MP

OS

ITE

PR

EC

AS

T B

OX

CU

LVE

RT

NOTE #6SEE

NOTE #7

SEE

OPTIONALNOSING

PRECAST

MIN

. 3'-0

" AND

UP

(1'-0

" INC

REM

ENTS

)

TYPI

CAL

RISE

R

SEE NOTE #5FILL WITH

MORTAR

SEE NOTE #5

FEB. 15, 1999

BOXCUL-CDRAWING No:


CAROLINAPRECAST

© 2007 C

arolina Precast C

oncrete, Inc.

4

ALTERNATE PRECAST

SEE NOTE #10OR POURED IN

1. PRECAST BOX CULVERT DESIGN SPECIFICATIONS SHALL BE IN ACCORDANCE WITH ACI-318 "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE", AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES", ASTM C789 "PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS, OR ASTM C850 "PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS WITH LESS THAN 2 Ft. OF COVER SUBJECT TO HIGHWAY LOADINGS", AS APPLICABLE.2. CONCRETE COMPRESSIVE STRENGTH 5,000 P.S.I. MINIMUM UNLESS OTHERWISE SPECIFIED.3. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OUTLINED IN NOTE #1 AND SHALL UTILIZE GRADE 60 RE-BARS CONFORMING TO THE REQUIREMENTS OF ASTM A185, OR WWF CONFORMING TO THE REQUIREMENTS OF ASTM A185 OR BOTH.4. TYPICAL HAUNCH DETAIL SHALL BE 8"x8". LARGER HAUNCHES ARE AVAILABLE FOR CULVERTS OF LONGER SPANS, DEEPER FILLS OR HEAVY LIVE LOAD REQUIREMENTS.5. WALL, ROOF, AND FLOOR DIMENSIONS SHALL BE DETERMINED BY JOB CONDITIONS. TYPICAL CONFIGURATIONS AS WELL AS STEEL REQUIREMENTS ARE DETAILED IN ASTM C789 AND C850 AS PER NOTE #1.6. PENETRATIONS IN ROOF SLAB AND WALLS CAN BE PROVIDED DEPENDENT ON JOB CONDITIONS. ADDITIONAL STEEL WILL BE REQUIRED AT ALL PENETRATIONS.7. WEEP HOLES AVAILABLE PER JOB REQUIREMENTS AND ARE TYPICALLY PLACED ONE PER CULVERT SECTION AT EACH EXTERIOR WALL.8. TONGUE AND GROOVE SHALL BE SIZED IN PROPORTION TO CULVERT CROSS SECTION. JOINTS SHALL BE SEALED BY 1"x1" CLOSE CELL NEOPRENE SPONGE GASKET MATERIAL WHICH IS FACTORY APPLIED TO THE "BELL" OR "GROOVE" END OF THE CULVERT SECTION.9. SEE SPECIAL DETAILS FOR END TREATMENTS, CURVES, AND ADDITIONAL OPTIONS AVAILABLE.10. THIS IS A GOOD SOLUTION FOR ENVIRONMENTALLY SENSITIVE AREAS WHERE STREAM BEDS CAN NOT BE DISTURBED.

GENERAL NOTES:

PLACE FOOTER SLAB


NOTE #8

SEE

SEE NOTE #5

UP TO 7'-6" TYPICAL


SEE NOTE #7

SEE NOTE #8SEE

NO

TE #

5

SEE

NO

TE #

5

SEE NOTE #6

AND DETAIL

TYPICAL SPANSMIN. 6'-0" AND UP(1'-0" INCREMENTS)

MIN

. 3'-0

" A

ND

UP

TYPI

CA

L R

ISER

(1'-0

" IN

CR

EMEN

TS)

SEE NOTE #3

FOOTER

SEE NOTE #4

3 S

IDE

D B

OX

WIT

H F

OO

TE

R S

LA

BS

PR

EC

AS

T B

OX

CU

LVE

RT

NOTE #6SEE

FEB. 15, 1999

BOXCUL-FDRAWING No:


CAROLINAPRECAST

© 2007 C

arolina Precast C

oncrete, Inc.

5

DRAWING No:

DATE:

1. PRECAST BOX CULVERT DESIGN SPECIFICATIONS SHALL BE IN ACCORDANCE WITH ACI-318 "BUILDING REQUIREMENTSFOR STRUCTURAL CONCRETE", AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES", ASTM C789 "PRECASTREINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS, OR ASTM C850 "PRECASTREINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS WITH LESS THAN 2 Ft. OF COVERSUBJECT TO HIGHWAY LOADINGS", AS APPLICABLE.

2. CONCRETE COMPRESSIVE STRENGTH 5,000 P.S.I. MINIMUM UNLESS OTHERWISE SPECIFIED.3. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OUTLINED IN NOTE #1 AND SHALL UTILIZE GRADE

60 RE-BARS CONFORMING TO THE REQUIREMENTS OF ASTM A185, OR WWF CONFORMING TO THE REQUIREMENTS OFASTM A185 OR BOTH.

4. TYPICAL HAUNCH DETAIL SHALL BE 8"x8". LARGER HAUNCHES ARE AVAILABLE FOR CULVERTS OF LONGER SPANS,DEEPER FILLS OR HEAVY LIVE LOAD REQUIREMENTS.

5. WALL, ROOF, AND FLOOR DIMENSIONS SHALL BE DETERMINED BY JOB CONDITIONS. TYPICAL CONFIGURATIONS AS WELLAS STEEL REQUIREMENTS ARE DETAILED IN ASTM C789 AND C850 AS PER NOTE #1.

6. PENETRATIONS IN ROOF SLAB AND WALLS CAN BE PROVIDED DEPENDENT ON JOB CONDITIONS. ADDITIONAL STEELWILL BE REQUIRED AT ALL PENETRATIONS.

7. WEEP HOLES AVAILABLE PER JOB REQUIREMENTS AND ARE TYPICALLY PLACED ONE PER CULVERT SECTION AT EACHEXTERIOR WALL.

8. TONGUE AND GROOVE SHALL BE SIZED IN PROPORTION TO CULVERT CROSS SECTION. JOINTS SHALL BE SEALED BY1"x1" CLOSE CELL NEOPRENE SPONGE GASKET MATERIAL WHICH IS FACTORY APPLIED TO THE "BELL" OR "GROOVE"END OF THE CULVERT SECTION.

9. SEE SPECIAL DETAILS FOR END TREATMENTS, CURVES, AND ADDITIONAL OPTIONS AVAILABLE.10. THIS SECTION MAY BE USED FOR VARIOUS APPLICATIONS WHERE IT IS DESIRABLE TO GAIN ACCESS TO A TRENCH

OR INSTALL PIPING OR UTILITIES BEFORE CLOSING TOP SECTION.DETAILS PROVIDED BY APPIAN CONSULTING ENGINEERS, P.A.

GENERAL NOTES:UP TO 7'-6" TYPICAL


SEE NOTE #7NOTE #8

SEE

3 S

IDE

D B

OX

WIT

H T

OP

SL

AB

PR

EC

AS

T B

OX

CU

LVE

RT

SEE

NOTE #6

SEE

NO

TE #

5

SEE

NO

TE #

5

SEE NOTE #6

AND DETAIL

SEE NOTE #8

(1'-0" INCREMENTS)MIN. 6'-0" AND UP

TYPICAL SPANS

SEE NOTE #5

PRECAST REMOVABLE TOP SHELF

TYPI

CA

L R

ISER

MIN

. 3'-0

" A

ND

UP

(1'-0

" IN

CR

EMEN

TS)

SEE NOTE #4

SEE NOTE #3

FEB. 15, 1999

BOXCUL-T

P. O. Box 1061Dunn, North Carolina 28335(910) 892-6411 fax: (910) 892-48941-866-PRECASTwww.carolinaprecast.comSetting the Standard

CAROLINAPRECAST

© 2007 C

arolina Precast C

oncrete, Inc.

6

MODERATELY EXPENSIVE


COULD BE EXPENSIVE DEPENDING ON CONFIGURATION

TIGHT BEND - MITER JOINTANGLES AS REQUIRED UP TO 45°SPECIAL JOINT SECTION REQUIRED,LIMITED BY CROSS SECTION CONFIGURATIONS

MAKE A TURN.MOST COST EFFECTIVE WAY TODEPENDING ON JOB CONFIGURATIONS.

STEEL REINFORCING.WELDING OF REBAR TO PROVIDE CONTINUOUS

ANGLE AS REQUIREDSPECIAL CULVERT SECTION REQUIRED TO BEHAND BUILT INCORPORATING A COLD JOINT AND

TYPICALLY 5° TO 10° PER JOINT

TIGHT BEND - SPECIAL SECTION

SWEEP BEND - TAPERED JOINT

BE

ND

DE

TAIL

SP

RE

CA

ST

BO

X C

ULV

ER

T

FEB. 15, 1999

BOXCUL-BDRAWING No:


CAROLINAPRECAST


7

1. #4 DOWEL BAR SPLICERS MAY BE CAST IN TO FACILITATE TIE IN TO CAST IN PLACE HEADWALLS, WING WALLS AND FOOTINGS.2. REBAR MAY BE EXTENDED TO FACILITATE TIE INS IN LIEU OF NOTE #1.3. PRECAST END WALL DESIGNS ARE AVAILABLE TO CREATE CONTAINMENT STRUCTURES. CALL C.P.C. ENGINEERING DEPARTMENT FOR FURTHER DETAILS.4. EMBEDDED WALL PLATES MAY BE PROVIDED TO ACCOMMODATE SPECIAL JOB CONDITIONS.

SEE NOTE #4

GENERAL NOTES:

SEE NOTE #3


SEE NOTE #4

SEE NOTE #2

EN

D T

RE

AT

ME

NT

DE

TAIL

PR

EC

AS

T B

OX

CU

LVE

RT

SEE NOTE #1

FEB. 15, 1999

BOXCUL-EDRAWING No:


CAROLINAPRECAST

© 2007 C

arolina Precast C

oncrete, Inc.

8

SEE NOTE #2

1. STANDARD SKEWED ANGLE MAY BE LIMITED DUE TO SECTION LENGTH AS RELATED TO SPAN OF CULVERT. SPECIAL LENGTH END SECTIONS CAN BE PRODUCED TO INCREASE SKEWED ANGLE.2. SPECIAL SKEW CONFIGURATION CAN BE ACHIEVED IN SINGLE AND MULTIPLE CELL CULVERTS BY INCORPORATING A PRECAST HEADWALL INTO THE END DESIGN. CALL CAROLINA PRECAST ENGINEERING DEPARTMENT FOR FURTHER DETAILS.



GENERAL NOTES: 1'-6" MIN.

UP TO 7'-6" TYPICALTWIN

SK

EW

ED

EN

DS

PR

EC

AS

T B

OX

CU

LVE

RT

NOTE #1

UP TO 7'-6" TYPICAL


1'-6" MIN.

SINGLE

SEE

FEB. 15, 1999

BOXCUL-KDRAWING No:


CAROLINAPRECAST


9

DRILL & DOWELTAPERED END

IN FIELD

PRECAST FOOTER


DOWEL BAR SPLICERS

SECOND POUR

TAPERED ENDS MAY BE USED

PART OF END SECTION

ECONOMICAL ALTERNATIVE

PROVIDE A PRACTICAL AND

IN LIEW OF WINGWALLS TO

PRECAST HEADWALL

CAST AS INTEGRAL

SP

EC

IAL

EN

D S

TAN

DA

RD

SP

RE

CA

ST

BO

X C

ULV

ER

T

FEB. 15, 1999

BOXCUL-W1DRAWING No:


CAROLINAPRECAST


10

CONNECTION


DRILL & DOWEL

FIELD CONNECTION

SP

EC

IAL

EN

D S

TAN

DA

RD

SP

RE

CA

ST

BO

X C

ULV

ER

T

BOLT ANGLE

FEB. 15, 1999



CAROLINAPRECAST


11

1. PRECAST WING WALL SECTIONS ARE AVAILABLE TO CREATE A TOTAL PRECAST SOLUTION. THESE SECTIONS ARE READILY AVAILABLE IN PRECAST CONCRETE, HOWEVER, SECTION WEIGHTS AND JOB CONDITIONS MAY LIMIT THE CONTRACTORS ABILITY TO HANDLE THIS PRODUCT OR LARGER CULVERT SECTIONS.

GENERAL NOTES:


DRILL & DOWELPRECAST FOOTER

IN FIELD

PART OF END SECTION

PRECAST HEADWALL

CAST AS INTEGRAL

PR

EC

AS

T B

OX

CU

LVE

RT

SP

EC

IAL

EN

D S

TAN

DA

RD

S

FEB. 15, 1999



CAROLINAPRECAST


12

Culvert Catalog

Documents

Transcript of Culvert Catalog