index of integral bridge standards · pdf fileindex of integral standards index of integral...
TRANSCRIPT
6/26/2015 1:12:59 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 100-I 11x17_pdf.pltcfg
STANDARD DESCRIPTION
STANDARD SHEET 100-I
INDEX OF INTEGRAL STANDARDS
INDEX OF INTEGRAL BRIDGE STANDARDS
2078 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - 0 SKEW
2079 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 0°01 - 7°30 SKEW
2080 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 7°31 - 15° SKEW
2081 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 15°01 - 30° SKEW
2082 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 0°01 - 7°30 SKEW
2083 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 7°31 - 15° SKEW
2084 "A" OR "B" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 15°01 - 30° SKEW
2085 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - 0 SKEW
2086 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 0°01 - 7°30 SKEW
2087 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 7°31 - 15° SKEW
2088 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (L.A.) 15°01 - 30° SKEW
2089 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 0°01 - 7°30 SKEW
2090 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 7°31 - 15° SKEW
2091 "C" OR "D" BEAMS - INTEGRAL ABUTMENT DETAILS - (R.A.) 15°01 - 30° SKEW
4383 40' ROADWAY PPCB (A, B, C, D BEAMS - INTEGRAL ABUT.) CROSS SECTION
4384 44' ROADWAY PPCB (A, B, C, D BEAMS - INTEGRAL ABUT.) CROSS SECTION
4385 40' ROADWAY PPCB (A, B, C, D BEAMS - INTEGRAL ABUT.) CROSS SECTION (SYMM. CROWN)
4500 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - 0 SKEW
4501 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 0°01 - 7°30 SKEW
4502 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 7°31 - 15° SKEW
4503 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 15°01 - 30° SKEW
4504 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 0°01 - 7°30 SKEW
4505 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 7°31 - 15° SKEW
4506 "A" OR "B" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 15°01 - 30° SKEW
4507 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - 0 SKEW
4508 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 0°01 - 7°30 SKEW
4509 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 7°31 - 15° SKEW
4510 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (L.A.) 15°01 - 30° SKEW
4511 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 0°01 - 7°30 SKEW
4512 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 7°31 - 15° SKEW
4513 "C" OR "D" BEAMS - PART PLAN & LONGITUDINAL SECTION - (R.A.) 15°01 - 30° SKEW
4514 INTEGRAL ABUT. A OR B BEAMS - BAR LIST & SUPER. DETAILS - 0 SKEW
4515 INTEGRAL ABUT. A OR B BEAMS - BAR LIST & SUPER. DETAILS - 0°01 - 7°30 SKEW
4516 INTEGRAL ABUT. A OR B BEAMS - BAR LIST & SUPER. DETAILS - 7°31 - 15° SKEW
4517 INTEGRAL ABUT. A OR B BEAMS - BAR LIST & SUPER. DETAILS - 15°01 - 30° SKEW
4518 INTEGRAL ABUT. C OR D BEAMS - BAR LIST & SUPER. DETAILS - 0 SKEW
4519 INTEGRAL ABUT. C OR D BEAMS - BAR LIST & SUPER. DETAILS - 0°01 - 7°30 SKEW
4520 INTEGRAL ABUT. C OR D BEAMS - BAR LIST & SUPER. DETAILS - 7°31 - 15° SKEW
4521 INTEGRAL ABUT. C OR D BEAMS - BAR LIST & SUPER. DETAILS - 15°01 - 30° SKEW
4380 30' ROADWAY PPCB (A, B, C, D BEAMS - INTEGRAL ABUT.) CROSS SECTION
INDEX OF INTEGRAL ABUTMENT BRIDGE STANDARDS
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN - 100-I -
THIS
SH
EE
T IS
SU
ED 02-10.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
6/26/2015 1:13:11 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2078 11x17_pdf.pltcfg
8g1
5h2
1'-3
8g1
8g1
5d5
5d5
1'-
6 3'-
0
5h2
4t1 S3 x 7.5
| ABUT. BRG.
3'-1
1'-6 SAME SPACING BETWEEN BEAMS
BEAM SPACES @ 3'-1
1'-6 1'-1 1'-1 4 SPA. @
1'-
6
1'-3 TYP.
PILE SPACES @
5p1
3'-
0
8g1 8g1
8g3
8f18f1
1'-0 1'-0 1'-0 1'-0
1'-
6
1'-
6
3 3
4'-9
STANDARD SHEET 2078
8f1 MIN. LAP
B
B
PART SECTION A - A
ABUTMENT PILE PLAN
"A" OR "B" BEAMS - INTEGRAL ABUT. DETAILS - O° SKEW
5k1
5k2GUTTER LINE
5d2 & 5d3
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
COIL
RO
D
ƒ"½
x 1'-
3
BY BEVELED 2x8
KEYWAY FORMED
AT | = 2'-2 )
5d6 ( MIN. LAP
LINE
GUTTER
AT | = 2'-2 )
5d7 ( MIN.LAP
HOOP SPACING
TYP. 5p1 DOUBLE
OF ABUTMENT
BACK FACE
| PILES
| ABUT. BRG. &
BEND
FIELD
0'-8
2 @ 2 @
0'-8
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2078 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
1'-6
3'-0
2'-
0
TO
P
OF
PIL
E
3" C
L.
4t1
5p1
5d3
S3`x`7.5
5d2 5d6
8g1
1'-6
S3 x 7.5
4t1
1'-7
LEVEL
ROADWAY
LEVEL
1'-7
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A ELEV.
a
| BEAMS
8g3
8f1
AB
UT.
( REAR ELEVATION )
8g
1
MI
N.
EM
BE
D.
1'-
1
1'-
1
1'-
3
1'-3
BEVELED 2 x 8
KEYWAY FORMED BY
A
5h2
5d7
1'-
3
5k2
5k1
TOP OF DECK 1" CHAMFER
COIL ROD
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
?? - HP 10 x 57 STEEL BEARING PILING
NOTE:
AB
UT.
ROD
COIL
PART SECTION B-B
ELEV. ( SEE TABLE )
BOTT. OF FTG.
AB
UT.
AB
UT.
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.
ABUT. ABUT.
ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
ABUTMENT STEP DIAGRAM
ABUTMENT NOTES:
2•" CL.
a1 b1
1'-
1 C
ON
ST
AN
T
DE
PT
H
3'-
3
8g1 FRONT & BACK
2•" CL.
5h2
3" C
L.
TYPICAL`).
WING FACE (`BOTH SIDES
TRAFFIC SIDE OF ABUTMENT
1:6 SLOPE TO MATCH
NOTE: PLACE 5h2 BAR AT
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THE
ABUTMENT FOOTING DETAILS
6/26/2015 1:13:13 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2079 11x17_pdf.pltcfg
PILE SPACES @
3'-
0
1'-7
5p1
1'-7
| PILE
1'-0
1'-6
5p2
1'-6
8f1
8f1
5p2
1'-0 1'-0 1'-0 1'-0
8g1
5d5
5h2
3'-1
1'-6 2 @
0'-8
8g1
8g3
8g1
1'-7
1'-3
S3 x 7.5
| ABUT. BRG.
4t1
1'-3 TYP.
8g1
BEAM SPACES @ SAME SPACING BETWEEN BEAMS
1'-1 1'-3
4 SPA. @
8g1
1'-7
5d5
5h2
3
3
4'-98f1 MIN. LAP
STANDARD SHEET 2079
B
B
PART SECTION A - A
ABUTMENT PILE PLAN
"A" OR "B" BEAMS - INTEGRAL ABUT. DETAILS - (L.A.) 0°01'-7°30' SKEWS
5k2
5k1
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
PARALLEL TO LONGIT. STEEL.
TO MISS BEAMS. PLACE 8g3 BARS
SHIFT 8g1 BARS IN F.F. AS NECESSARY
NOTE:
LINE
GUTTER
BY BEVELED 2x8
KEYWAY FORMED
AT | = 2'-2 )
5d7 ( MIN.LAP
AT | = 2'-2 )
5d6 ( MIN. LAP
OF ABUTMENT
BACK FACE
& | PILES
| ABUT. BRG.
LINE
GUTTER
HOOP SPACING
TYP. 5p1 DOUBLE
LINE
GUTTER
BEND
FIELD
COIL
RO
D
ƒ" ½
x 1'-
3
5d3
5d2 &
0'-8
2 @
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2079 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
1'-6
3'-0
2'-
0
TO
P
OF
PIL
E
3" C
L.
4t1
5p1
5d3
S3`x`7.5
5d2 5d6
8g1
1'-6
S3 x 7.5
4t1
1'-7
LEVEL
ROADWAY
LEVEL
1'-7
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A ELEV.
a
| BEAMS
8g3
8f1
AB
UT.
( REAR ELEVATION )
8g
1
MI
N.
EM
BE
D.
1'-
1
1'-
1
1'-
3
1'-3
BEVELED 2 x 8
KEYWAY FORMED BY
A
5h2
5d7
1'-
3
5k2
5k1
TOP OF DECK 1" CHAMFER
COIL ROD
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
?? - HP 10 x 57 STEEL BEARING PILING
NOTE:
AB
UT.
ROD
COIL
PART SECTION B-B
ELEV. ( SEE TABLE )
BOTT. OF FTG.
AB
UT.
AB
UT.
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.
ABUT. ABUT.
ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
ABUTMENT STEP DIAGRAM
ABUTMENT NOTES:
2•" CL.
a1 b1
1'-
1 C
ON
ST
AN
T
DE
PT
H
3'-
3
8g1 FRONT & BACK
2•" CL.
5h2
3" C
L.
TYPICAL`).
WING FACE (`BOTH SIDES
TRAFFIC SIDE OF ABUTMENT
1:6 SLOPE TO MATCH
NOTE: PLACE 5h2 BAR AT
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THE
ABUTMENT FOOTING DETAILS
6/26/2015 1:13:14 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2080 11x17_pdf.pltcfg
1'-7
| PILE
PILE SPACES @
3'-
0
1'-7
8g1
5h2
5d5 4t1
8g1
1'-7
8g1
TYP. 1'-3 1'-3
S3x7.5
8g1
| ABUT. BRG.
BEAM SPACES @ SAME SPACING BETWEEN BEAMS
1'-2
1'-6
4 SPA. @
3'-1
1'-6 1'-7
8g1
8g3 5h2
5d5
1'-0 1'-0
5p1
1'-0
1'-0
5p2
5p2 1'-0
1'-6 1'-6
8f1
8f1
3
3
8f1 MIN. LAP4'-9
STANDARD SHEET 2080
PART SECTION A - A
ABUTMENT PILE PLAN
B
B
"A" OR "B" BEAMS INTEGRAL ABUT. DETAILS - (L.A.) 7°31'-15° SKEW
5k2
5d2 & 5d3
5k1
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
BY BEVELED 2x8
KEYWAY FORMED
LINE
GUTTER
PARALLEL TO LONGIT. STEEL.
TO MISS BEAMS. PLACE 8g3 BARS
SHIFT 8g1 BARS IN F.F. AS NECESSARY
NOTE:
AT | = 2'-2 )
5d6 ( MIN. LAP
AT | = 2'-2 )
5d7 (MIN. LAP
| PILES
| ABUT. BRG. &
OF ABUTMENT
BACK FACE
LINE
GUTTER
HOOP SPACING
TYP. 5p1 DOUBLE
COIL
RO
D
ƒ" ½
x 1'-
3
LINE
GUTTER
0'-8
2 @
0'-8
2 @
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2080 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
BEND
FIELD
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
1'-6
3'-0
2'-
0
TO
P
OF
PIL
E
3" C
L.
4t1
5p1
5d3
S3`x`7.5
5d2 5d6
8g1
1'-6
S3 x 7.5
4t1
1'-7
LEVEL
ROADWAY
LEVEL
1'-7
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A ELEV.
a
| BEAMS
8g3
8f1
AB
UT.
( REAR ELEVATION )
8g
1
MI
N.
EM
BE
D.
1'-
1
1'-
1
1'-
3
1'-3
BEVELED 2 x 8
KEYWAY FORMED BY
A
5h2
5d7
1'-
3
5k2
5k1
TOP OF DECK 1" CHAMFER
COIL ROD
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
?? - HP 10 x 57 STEEL BEARING PILING
NOTE:
AB
UT.
ROD
COIL
PART SECTION B-B
ELEV. ( SEE TABLE )
BOTT. OF FTG.
AB
UT.
AB
UT.
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.
ABUT. ABUT.
ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
ABUTMENT STEP DIAGRAM
ABUTMENT NOTES:
2•" CL.
a1 b1
1'-
1 C
ON
ST
AN
T
DE
PT
H
3'-
3
8g1 FRONT & BACK
2•" CL.
5h2
3" C
L.
TYPICAL`).
WING FACE (`BOTH SIDES
TRAFFIC SIDE OF ABUTMENT
1:6 SLOPE TO MATCH
NOTE: PLACE 5h2 BAR AT
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THE
ABUTMENT FOOTING DETAILS
6/26/2015 1:13:15 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2081 11x17_pdf.pltcfg
| PILE
1'-7
3'-
0
1'-7
PILE SPACES @
5p1
1'-6 1'-6
1'-0
1'-0
1'-0 5p2
5p2 1'-0
8f1
8f1
1'-3 1'-3 TYP.
8g1
5h2
8g1
4t1 5d5
1'-7
S3x7.5 8g1
BEAM SPACES @
SAME SPACING BETWEEN BEAMS
1'-3
1'-11
4 SPA. @
3'-1
1'-6 1'-7
5d5
5h2
8g3
8g1
1'-0
3
3
4'-9
8f1 MIN. LAP
STANDARD SHEET 2081
B
B
ABUTMENT PILE PLAN
"A" OR "B" BEAMS INTEGRAL ABUT. DETAILS - (L.A.) 15°01'-30° SKEW
8g1
5k2
5k1
| ABUT. BRG.
5d2 & 5d3
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
BY BEVELED 2x8
KEYWAY FORMED
LINE
GUTTER
TO LONGIT. STEEL.
PLACE 8g3 BARS PARALLEL
NECESSARY TO MISS BEAMS.
SHIFT 8g1 BARS IN F.F. AS
NOTE:
BEND
FIELD
COIL
RO
D
ƒ" ½
x 1'-
3
LINE
GUTTER
AT | = 2'-2)
5d6 (MIN. LAP
OF ABUTMENT
BACK FACE
| PILES
| ABUT. BRG. &
HOOP SPACING
TYP. 5p1 DOUBLE
LINE
GUTTER
0'-8
2 @
0'-8
2 @
AT | = 2'-2 )
5d7 ( MIN. LAP
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2081 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PART SECTION A-A
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
1'-6
3'-0
2'-
0
TO
P
OF
PIL
E
3" C
L.
4t1
5p1
5d3
S3`x`7.5
5d2 5d6
8g1
1'-6
S3 x 7.5
4t1
1'-7
LEVEL
ROADWAY
LEVEL
1'-7
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A ELEV.
a
| BEAMS
8g3
8f1
AB
UT.
( REAR ELEVATION )
8g
1
MI
N.
EM
BE
D.
1'-
1
1'-
1
1'-
3
1'-3
BEVELED 2 x 8
KEYWAY FORMED BY
A
5h2
5d7
1'-
3
5k2
5k1
TOP OF DECK 1" CHAMFER
COIL ROD
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
?? - HP 10 x 57 STEEL BEARING PILING
NOTE:
AB
UT.
ROD
COIL
PART SECTION B-B
ELEV. ( SEE TABLE )
BOTT. OF FTG.
AB
UT.
AB
UT.
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.
ABUT. ABUT.
ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
ABUTMENT STEP DIAGRAM
2•" CL.
a1 b1
1'-
1 C
ON
ST
AN
T
DE
PT
H
3'-
3
8g1 FRONT & BACK
2•" CL.
5h2
3" C
L.
TYPICAL`).
WING FACE (`BOTH SIDES
TRAFFIC SIDE OF ABUTMENT
1:6 SLOPE TO MATCH
NOTE: PLACE 5h2 BAR AT
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THE
ABUTMENT FOOTING DETAILS
ABUTMENT NOTES:
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
6/26/2015 1:13:16 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2082 11x17_pdf.pltcfg
8g1
5h2
8g1
5d5
5d5
5h2
4t1
S3 x 7.5
| ABUT. BRG.
1'-3
5p1
PILE SPACES @
3'-
0
1'-7
1'-7
| PILE
8g1
8g3
1'-0 1'-0 1'-0 1'-0
5p2
8f1
8f1
1'-6 1'-6
1'-0 5p2
TYP.
8g1
8g1
1'-3
1'-7
BEAM SPACES @
SAME SPACING BETWEEN BEAMS
1'-3
1'-1 4 SPA. @
1'-6 1'-7
3'-1
3
3
4'-98f1 MIN. LAP
STANDARD SHEET 2082
B
B
ABUTMENT PILE PLAN
"A" OR "B" BEAMS INTEGRAL ABUT. DETAILS - ( R. A. ) 0°01'-7°30' SKEW
5k2 5k1
5d2 & 5d3
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
COIL
RO
D
ƒ" ½
x 1'-
3
BY BEVELED 2x8
KEYWAY FORMED
LINE
GUTTER
PARALLEL TO LONGIT. STEEL.
TO MISS BEAMS. PLACE 8g3 BARS
SHIFT 8g1 BARS IN F.F. AS NECESSARY
NOTE:
AT | = 2'-2 )
5d6 ( MIN. LAP
LINE
GUTTER
AT | = 2'-2 )
5d7 ( MIN.LAP
LINE
GUTTER
OF ABUTMENT
BACK FACE
| PILES
| ABUT. BRG. &
HOOP SPACING
TYP. 5p1 DOUBLE
0'-8
2 @
0'-8
2 @
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2080 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88 PART SECTION A-A
FIELD BEND
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
1'-6
3'-0
2'-
0
TO
P
OF
PIL
E
3" C
L.
4t1
5p1
5d3
S3`x`7.5
5d2 5d6
8g1
1'-6
S3 x 7.5
4t1
1'-7
LEVEL
ROADWAY
LEVEL
1'-7
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A ELEV.
a
| BEAMS
8g3
8f1
AB
UT.
( REAR ELEVATION )
8g
1
MI
N.
EM
BE
D.
1'-
1
1'-
1
1'-
3
1'-3
BEVELED 2 x 8
KEYWAY FORMED BY
A
5h2
5d7
1'-
3
5k2
5k1
TOP OF DECK 1" CHAMFER
COIL ROD
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
?? - HP 10 x 57 STEEL BEARING PILING
NOTE:
AB
UT.
ROD
COIL
PART SECTION B-B
ELEV. ( SEE TABLE )
BOTT. OF FTG.
AB
UT.
AB
UT.
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.
ABUT. ABUT.
ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
ABUTMENT STEP DIAGRAM
ABUTMENT NOTES:
2•" CL.
a1 b1
1'-
1 C
ON
ST
AN
T
DE
PT
H
3'-
3
8g1 FRONT & BACK
2•" CL.
5h2
3" C
L.
TYPICAL`).
WING FACE (`BOTH SIDES
TRAFFIC SIDE OF ABUTMENT
1:6 SLOPE TO MATCH
NOTE: PLACE 5h2 BAR AT
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THE
ABUTMENT FOOTING DETAILS
6/26/2015 1:13:17 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2083 11x17_pdf.pltcfg
PILE SPACES
@ 3' -
0
1'-7
| PILE
1'-7
5p1
8g1
5h2
5d5
1'-7
4t1
8g1
1'-3 1'-3 TYP.
8g1
| ABUT. BRG.
S3x7.5
8g1BEAM SPACES
@
SAME SPACING B
ETWEEN BEAMS
1'-6 1'-7
3'-1
1'-2
1'-6
4 SPA. @
5h2
5d5
8g3
8g1
1'-0
1'-0 1'-0
1'-0
8f1
8f1
1'-6 1'-6
5p2
5p2
1'-0
3
3
4'-98f1
MIN. LAP
STANDARD SHEET 2083
B
B
ABUTMENT PILE PLAN
"A" OR "B" BEAMS INTEGRAL ABUT. DETAILS - ( R.A. ) 7°31'-15° SKEW
5k2 5k1
5d2 & 5d3
ƒ"½
x 1'-
3
COIL
RO
D
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
LINE
GUTTER
AT | = 2'-2 )
5d7 ( MIN. LAP
AT | = 2'-2 )
5d6 ( MIN. LAP
BY BEVELED 2x8
KEYWAY FORMED
PARALLEL TO LONGIT. STEEL.
TO MISS BEAMS. PLACE 8g3 BARS
SHIFT 8g1 BARS IN F.F. AS NECESSARY
NOTE:
LINE
GUTTER
OF ABUTMENT
BACK FACE
LINE
GUTTER
HOOP SPACING TYP. 5
p1 DOUBLE
| PILES
| ABUT. BRG. &
0'-8
2 @
0'-8
2 @
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2083 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PART SECTION A-A
BEND
FIELD
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
1'-6
3'-0
2'-
0
TO
P
OF
PIL
E
3" C
L.
4t1
5p1
5d3
S3`x`7.5
5d2 5d6
8g1
1'-6
S3 x 7.5
4t1
1'-7
LEVEL
ROADWAY
LEVEL
1'-7
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A ELEV.
a
| BEAMS
8g3
8f1
AB
UT.
( REAR ELEVATION )
8g
1
MI
N.
EM
BE
D.
1'-
1
1'-
1
1'-
3
1'-3
BEVELED 2 x 8
KEYWAY FORMED BY
A
5h2
5d7
1'-
3
5k2
5k1
TOP OF DECK 1" CHAMFER
COIL ROD
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
?? - HP 10 x 57 STEEL BEARING PILING
NOTE:
AB
UT.
ROD
COIL
PART SECTION B-B
ELEV. ( SEE TABLE )
BOTT. OF FTG.
AB
UT.
AB
UT.
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.
ABUT. ABUT.
ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
ABUTMENT STEP DIAGRAM
ABUTMENT NOTES:
2•" CL.
a1 b1
1'-
1 C
ON
ST
AN
T
DE
PT
H
3'-
3
8g1 FRONT & BACK
2•" CL.
5h2
3" C
L.
TYPICAL`).
WING FACE (`BOTH SIDES
TRAFFIC SIDE OF ABUTMENT
1:6 SLOPE TO MATCH
NOTE: PLACE 5h2 BAR AT
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THE
ABUTMENT FOOTING DETAILS
6/26/2015 1:13:19 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2084 11x17_pdf.pltcfg
PILE
SPACES
@
3'-
0
1'-7
1'-7
| PILE
5p1
5p2 1'-0
1'-0
1'-0
1'-0 1'-0
1'-6 1'-6
5p2
8f1
8f1
8g1
5h2
5d5
8g1
1'-7
4t1 1'-3 TYP.
S3x7.5
8g1
BEAM SP
ACES @
SAME SP
ACING
BETWEEN BEAMS
1'-11
8g1
3'-1
1'-6 1'-7
5h2
5d5
8g1
8g3
1'-3
4 SP
A. @
1'-3
3
3
4'-9
STANDARD SHEET 2084
B
B
ABUTMENT PILE PLAN
"A" OR "B" BEAMS INTEGRAL ABUT. DETAILS - (R.A.) 15°01'-30° SKEW
5k2
5d2 & 5d3
5k1
ƒ"½
x 1'-
3
COIL
RO
D
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
GUTTER LINE
BRG.
| ABUT.
LINE
GUTTER
PARALLEL TO LONGIT. STEEL.
TO MISS BEAMS. PLACE 8g3 BARS
SHIFT 8g1 BARS IN F.F. AS NECESSARY
NOTE:
BEND
FIELD
BY BEVELED 2x8
KEYWAY FORMED
GUTTER LINE
HOOP SP
ACING
TYP. 5p
1 DOUBLE
| PILES
| ABUT. BRG. &
OF ABUTMENT
BACK FACE
0'-8
2 @
0'-8
2 @
AT | = 2'-2 )
5d7 ( MIN. LAP AT | = 2'-2 )
5d6 ( MIN. LAP
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2084 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
8f1 M
IN. L
AP
PART SECTION A-A
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
1'-6
3'-0
2'-
0
TO
P
OF
PIL
E
3" C
L.
4t1
5p1
5d3
S3`x`7.5
5d2 5d6
8g1
1'-6
S3 x 7.5
4t1
1'-7
LEVEL
ROADWAY
LEVEL
1'-7
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A ELEV.
a
| BEAMS
8g3
8f1
AB
UT.
( REAR ELEVATION )
8g
1
MI
N.
EM
BE
D.
1'-
1
1'-
1
1'-
3
1'-3
BEVELED 2 x 8
KEYWAY FORMED BY
A
5h2
5d7
1'-
3
5k2
5k1
TOP OF DECK 1" CHAMFER
COIL ROD
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
?? - HP 10 x 57 STEEL BEARING PILING
NOTE:
AB
UT.
ROD
COIL
PART SECTION B-B
ELEV. ( SEE TABLE )
BOTT. OF FTG.
AB
UT.
AB
UT.
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.
ABUT. ABUT.
ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
ABUTMENT STEP DIAGRAM
2•" CL.
a1 b1
1'-
1 C
ON
ST
AN
T
DE
PT
H
3'-
3
8g1 FRONT & BACK
2•" CL.
5h2
3" C
L.
TYPICAL`).
WING FACE (`BOTH SIDES
TRAFFIC SIDE OF ABUTMENT
1:6 SLOPE TO MATCH
NOTE: PLACE 5h2 BAR AT
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THE
ABUTMENT FOOTING DETAILS
ABUTMENT NOTES:
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
6/26/2015 1:13:20 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2085 11x17_pdf.pltcfg
3'-1
1'-6
8g14t1
5d5
6g4
8g1
1'-2 1'-2 4 SPA. @
BEAM SPACES @
| ABUT.
BRG.
S3x7.5
1'-5
3'-0
6'-
6
5'-
0
TY
P.
4 S
PA.
@ 1'-
0
= 4'-
0
5 - 6g
4
EA
CH F
AC
E
1'-5 TYP.
SAME SPACING BETWEEN BEAMS
3'-1
1'-6
1'-7
8f4
5p2
6g4
8g1
8g3 8g1
8g15d5
1'-
6
3'-
0
1'-
6
5p1
5p1 8f1
| PILE
5p2
8f4
8f3
1'-0
1'-
0
1'-
6
3'-
0
1'-
6
1'-
6
5'-
0
6'-
6
1'-
6
5'-
0
6p3
1'-
0
1'-0
8f1
STANDARD SHEET 2085
1'-
6
PILE SPACES @
8f4 8f3
6
3
3
3
66
3
4'-9
8f1 MIN. LAP
B
B
PART SECTION A - A ABUTMENT PILE PLAN
"C" OR "D" BEAMS - INTEGRAL ABUT. DETAILS - O° SKEW
BEND
FIELD
1'-4 1"
1'-8 1'-4 1'-6 1'-6
COIL ROD
ƒ"½`x`1'-3
5k2
5d2 & 5d3
5k1
? - 5k1 & 5K2 BACK FACE
? - 8g3 BACK FACE
? - 8g1 FRONT FACE
? - 8g1 BACK FACE
SPACING FOR:
AT | = 2'-2 )
5d7 (MIN. LAP
BY BEVELED 2x8
KEYWAY FORMED
LINE
GUTTER
AT | = 2'-2 )
5d6 ( MIN. LAP
LINE
GUTTER
LINE
GUTTER
& | PILES
| ABUT. BRG.
HOOP SPACING
TYP. 5p1 DOUBLE
OF ABUTMENT
BACK FACE
TYP. 8
0'-8
2 @
0'-8
2 @
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2085 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
5d9
5d8
5d8
5d9
2'-
10
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. A ELEV.
a
| BEAMS
BENCH MARK:
AB
UT.
AB
UT.
AB
UT.
AB
UT.
( REAR ELEVATION )
LEVEL
ROADWAY 1'-7 1'-7
LEVEL
S3x7.5
4t1
5p2
6g4
( WINGS NOT SHOWN )
1'-
1
1'-
1
A A
PART REAR ELEVATION AT ABUTMENT
PART
SECTION C-C
5c3 5c14* *
1'-
6
2
6g4
2" CL. 2" CL.
COIL ROD
8f4 5p1
6p3
8f1
4t1
5d3
5d2
5d6
S3x7.5
3" C
L.
3'-0
5p2
6g4
1'-
1
1'-3
8g
1
MI
N.
EM
BE
D.
3'-
3
1'-
3
JOINTS
CONSTR.
C
C
1'-
3
5k1
1" CHAMFER
5d7
5k2
8g1
6a1 8g3
TOP OF DECK
ROD
COIL
PART SECTION B-B
BEVELED 2x8
KEYWAY FORMED BY
6g
4
BA
RS
MI
N.
EM
BE
DM
EN
T
DE
PT
H
CO
NS
TA
NT
2† CL.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
SUPERSTRUCTURE QUANTITIES.
5c3 AND 5c14 ARE INCLUDED IN
OF BARRIER RAIL. REINFORCING BARS
SEE DESIGN SHEET ?? FOR DETAILS
* NOTE:
2•" CL. CL.
2•"
5b1
ABUTMENT NOTES:
( SEE TABLE`)
FTG. ELEV.
BOTT. OF
1'-
9
AND BACK
8g1 FRONT
2'-
0
TO
P
OF
PIL
E
( 'D' BEAM SHOWN )
5d8
8f4
8f3
5h4
5d8
5h25h4
5d9
3
CL.
5d8
5d9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THEABUTMENT FOOTING DETAILS
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
NOTE: ?? - HP 10 x 57 STEEL BEARING PILING
6/26/2015 1:13:21 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2086 11x17_pdf.pltcfg
3'-0
6g4
5d5
8g1
1'-7
1'-5 1'-5 TYP.
8g1
8g1
3'-1
1'-6 1'-7
5d5
8g1
6g4
1'-7
5p2
5k1 8g3 8g1
6'-
6
TY
P.
4 S
PA.
@ 1'-
0
= 4'-
0
5 - 6g
4
EA
CH F
AC
E
BEAM SPACES @
SAME SPACING BETWEEN BEAMS 1'-2
1'-4
4 SPA. @
S3x7.5
4t1
1'-0
1'-
0
1'-
6
6'-
6
5p2
| PILE
6p3
1'-
6
5'-
0
5p4
TYP.
5p1 8f1
8f1
PILE SPACES @
1'-6
3'-
0
1'-0
1'-6
1'-
0
1'-
6
5'-
0 8f3
STANDARD SHEET 2086
8f5
8f5
8f4 8f3
8
6
3
3
3
6
3
4'-9
PART SECTION A - A ABUTMENT PILE PLAN
B
B
"C" OR "D" BEAMS - INTEGRAL ABUT. DETAILS - ( L. A. ) 0° 01' - 7° 30' SKEW
1"1'-4
1'-8 1'-4
1'-6 1'-6
COIL ROD
ƒ"½`x`1'-3
8f1 MIN. LAP
GUTTER LINE
GUTTER LINE
| ABUT. BRG.
5d2 & 5d3
GUTTER LINE
5k2
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
BEND
FIELD
BY BEVELED 2x8
KEYWAY FORMED AT | = 2'-2 )
5d7 ( MIN. LAP
AT | = 2'-2 )
5d6 ( MIN. LAP
& | PILES
| ABUT. BRG.
OF ABUTMENT
BACK FACE
HOOP SPACING
TYP. 5p1 DOUBLE
0'-8
2 @
2 @
0'-8
TO LONGIT. STEEL.
TO MISS BEAMS. PLACE 8g3 BARS PARALLEL
SHIFT 8g1 BARS IN F.F. AS NECESSARY
NOTE:
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2086 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
2'-
10
5d8
5d9
5d9
5d8
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. A ELEV.
a
| BEAMS
BENCH MARK:
AB
UT.
AB
UT.
AB
UT.
AB
UT.
( REAR ELEVATION )
LEVEL
ROADWAY 1'-7 1'-7
LEVEL
S3x7.5
4t1
5p2
6g4
( WINGS NOT SHOWN )
1'-
1
1'-
1
A A
PART REAR ELEVATION AT ABUTMENT
PART
SECTION C-C
5c3 5c14* *
1'-
6
2
6g4
2" CL. 2" CL.
COIL ROD
8f4 5p1
6p3
8f1
4t1
5d3
5d2
5d6
S3x7.5
3" C
L.
3'-0
5p2
6g4
1'-
1
1'-3
8g
1
MI
N.
EM
BE
D.
3'-
3
1'-
3
JOINTS
CONSTR.
C
C
1'-
3
5k1
1" CHAMFER
5d7
5k2
8g1
6a1 8g3
TOP OF DECK
ROD
COIL
PART SECTION B-B
BEVELED 2x8
KEYWAY FORMED BY
6g
4
BA
RS
MI
N.
EM
BE
DM
EN
T
DE
PT
H
CO
NS
TA
NT
2† CL.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
SUPERSTRUCTURE QUANTITIES.
5c3 AND 5c14 ARE INCLUDED IN
OF BARRIER RAIL. REINFORCING BARS
SEE DESIGN SHEET ?? FOR DETAILS
* NOTE:
2•" CL. CL.
2•"
5b1
ABUTMENT NOTES:
( SEE TABLE`)
FTG. ELEV.
BOTT. OF
1'-
9
AND BACK
8g1 FRONT
2'-
0
TO
P
OF
PIL
E
( 'D' BEAM SHOWN )
5d8
8f4
8f3
5h4
5d8
5h25h4
5d9
3
CL.
5d8
5d9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THEABUTMENT FOOTING DETAILS
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
NOTE: ?? - HP 10 x 57 STEEL BEARING PILING
6/26/2015 1:13:23 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2087 11x17_pdf.pltcfg
3'-0
6g4
5d5
8g1
1'-7
4t1
S3x7.5
8g1
1'-5 1'-5 TYP.
8g1
1'-6 1'-7
3'-1
5d5
8g1
6g4
1'-7
5p2
8g1
8g3
BEAM SPACES @ SAME SPACING BETWEEN BEAMS
1'-3
1'-7
4 SPA. @
TY
P.
6'-
6
4 S
PA.
@ 1'-
0
= 4'-
0
5 - 6g
4
EA
CH F
AC
E
| PILE
5p2
8f3
6p3
8f1
8f1
5p1 5p4
6'-
6
1'-
6
5'-
0
1'-
6
5'-
0
1'-
0
PILE SPACES @
3'-
0
1'-6
1'-0
TYP.
1'-
0 1'-
6
1'-0
1'-6
ABUTMENT PILE PLAN
STANDARD SHEET 2087
8f5
8f4 8f3
8f5
8
63
3
3
6
3
4'-9
B
B
PART SECTION A - A
"C" OR "D" BEAMS - INTEGRAL ABUTS. DETAILS - ( L. A. ) 7°31' - 15° SKEW
1'-6 1'-6
1'-8 1'-4
COIL ROD
ƒ"½`x`1'-3
1'-4 1"
5k2
GUTTER LINE
FIELD BEND
GUTTER LINE
5d2 & 5d3
| ABUT. BRG.
5k1
GUTTER LINE
AT | = 2'-2 )
5d7 ( MIN. LAP
AT | = 2'-2 )
5d6 ( MIN. LAP
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
TO LONGIT. STEEL.
TO MISS BEAMS. PLACE 8g3 BARS PARALLEL
SHIFT 8g1 BARS IN F.F. AS NECESSARY
NOTE:
BY BEVELED 2x8.
KEYWAY FORMED
& | PILES
| ABUT. BRG.
HOOP SPACING
TYP. 5p1 DOUBLE
OF ABUTMENT
BACK FACE
0'-8
2 @
0'-8
2 @
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2087 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
8f1 MIN. LAP
2'-
10
5d9
5d8
5d8
5d9
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. A ELEV.
a
| BEAMS
BENCH MARK:
AB
UT.
AB
UT.
AB
UT.
AB
UT.
( REAR ELEVATION )
LEVEL
ROADWAY 1'-7 1'-7
LEVEL
S3x7.5
4t1
5p2
6g4
( WINGS NOT SHOWN )
1'-
1
1'-
1
A A
PART REAR ELEVATION AT ABUTMENT
PART
SECTION C-C
5c3 5c14* *
1'-
6
2
6g4
2" CL. 2" CL.
COIL ROD
8f4 5p1
6p3
8f1
4t1
5d3
5d2
5d6
S3x7.5
3" C
L.
3'-0
5p2
6g4
1'-
1
1'-3
8g
1
MI
N.
EM
BE
D.
3'-
3
1'-
3
JOINTS
CONSTR.
C
C
1'-
3
5k1
1" CHAMFER
5d7
5k2
8g1
6a1 8g3
TOP OF DECK
ROD
COIL
PART SECTION B-B
BEVELED 2x8
KEYWAY FORMED BY
6g
4
BA
RS
MI
N.
EM
BE
DM
EN
T
DE
PT
H
CO
NS
TA
NT
2† CL.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
SUPERSTRUCTURE QUANTITIES.
5c3 AND 5c14 ARE INCLUDED IN
OF BARRIER RAIL. REINFORCING BARS
SEE DESIGN SHEET ?? FOR DETAILS
* NOTE:
2•" CL. CL.
2•"
5b1
ABUTMENT NOTES:
( SEE TABLE`)
FTG. ELEV.
BOTT. OF
1'-
9
AND BACK
8g1 FRONT
2'-
0
TO
P
OF
PIL
E
( 'D' BEAM SHOWN )
5d8
8f4
8f3
5h4
5d8
5h25h4
5d9
3
CL.
5d8
5d9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THEABUTMENT FOOTING DETAILS
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
NOTE: ?? - HP 10 x 57 STEEL BEARING PILING
6/26/2015 1:13:24 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2088 11x17_pdf.pltcfg
3'-0
6g4
5d5
1'-7
8g1
4t1
8g1
S3x7.5 8g1
1'-5 1'-5 TYP.
3'-1
1'-6 1'-7
5d5
8g1
6g4 5p2
1'-7
8g3
8g1
TY
P.
4 S
PA.
@ 1'-
0
= 4'-
0
5 - 6g
4
EA
CH F
AC
E
2'-0
1'-4 4 SPA. @
SAME SPACING BETWEEN BEAMS
BEAM SPACES @ TYP.
5p1
8f1
8f1
| PILE
5p2
8f3
6p3
1'-
6
6'-
6
5'-
0
1'-
6
5'-
0
1'-
0
1'-6 3'-
0
5p4
PILE SPACES @
1'-0
1'-
0 1'-
6
1'-6
STANDARD SHEET 2088
1'-0
6'-
6
8f5
8f5
8f3
8f4
8
6
3
3
3
6
4'-9
B
B
PART SECTION A - A
ABUTMENT PILE PLAN
"C" OR "D" BEAMS - INTEGRAL ABUT. DETAILS - ( L. A. ) 15°01' - 30° SKEW
1'-61'-6
1'-8 1'-4
1"1'-4
COIL ROD
ƒ"½`x`1'-3
GUTTER LINE
| ABUT. BRG.
5d2 & 5d3
FIELD BEND
5k2
GUTTER LINE
GUTTER LINE
5k1
BY BEVELED 2x8
KEYWAY FORMED
TO LONGIT. STEEL.
TO MISS BEAMS. PLACE 8g3 BARS PARALLEL
SHIFT 8g1 BARS IN F.F. AS NECESSARY
NOTE:
AT | = 2'-2 )
5d6 ( MIN. LAP
AT | = 2'-2 )
5d7 ( MIN. LAP
& | PILES
| ABUT. BRG.
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
OF ABUTMENT
BACK FACE
0'-8
2 @
0'-8
2 @
8f1 MIN. LAP
SPACING
HOOP
DOUBLE
TYP. 5p1
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2088 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
2'-
10
5d9
5d8
5d8
5d9
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. A ELEV.
a
| BEAMS
BENCH MARK:
AB
UT.
AB
UT.
AB
UT.
AB
UT.
( REAR ELEVATION )
LEVEL
ROADWAY 1'-7 1'-7
LEVEL
S3x7.5
4t1
5p2
6g4
( WINGS NOT SHOWN )
1'-
1
1'-
1
A A
PART REAR ELEVATION AT ABUTMENT
PART
SECTION C-C
5c3 5c14* *
1'-
6
2
6g4
2" CL. 2" CL.
COIL ROD
8f4 5p1
6p3
8f1
4t1
5d3
5d2
5d6
S3x7.5
3" C
L.
3'-0
5p2
6g4
1'-
1
1'-3
8g
1
MI
N.
EM
BE
D.
3'-
3
1'-
3
JOINTS
CONSTR.
C
C
1'-
3
5k1
1" CHAMFER
5d7
5k2
8g1
6a1 8g3
TOP OF DECK
ROD
COIL
PART SECTION B-B
BEVELED 2x8
KEYWAY FORMED BY
6g
4
BA
RS
MI
N.
EM
BE
DM
EN
T
DE
PT
H
CO
NS
TA
NT
2† CL.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
SUPERSTRUCTURE QUANTITIES.
5c3 AND 5c14 ARE INCLUDED IN
OF BARRIER RAIL. REINFORCING BARS
SEE DESIGN SHEET ?? FOR DETAILS
* NOTE:
2•" CL. CL.
2•"
5b1
ABUTMENT NOTES:
( SEE TABLE`)
FTG. ELEV.
BOTT. OF
1'-
9
AND BACK
8g1 FRONT
2'-
0
TO
P
OF
PIL
E
( 'D' BEAM SHOWN )
5d8
8f4
8f3
5h4
5d8
5h25h4
5d9
3
CL.
5d8
5d9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THEABUTMENT FOOTING DETAILS
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
NOTE: ?? - HP 10 x 57 STEEL BEARING PILING
6/26/2015 1:13:25 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2089 11x17_pdf.pltcfg
5d5
5p2
6g4
1'-7
8g1
3'-1
1'-6 1'-7
1'-4 1'-2
4 SPA. @
SAME SPACING BETWEEN BEAMS BEAM SPACES @
6'-
6
TY
P.
4 S
PA.
@ 1'-
0
= 4'-
0
5 - 6g
4
EA
CH F
AC
E
6g4
3'-0
5d5
8g1
1'-7
4t1
S3x7.5
TYP. 1'-5 1'-5
8g1
8g1 8g3 5k1
1'-
6
5'-
0
6'-
6
TYP.
8f1
8f1
| PILE
1'-
6
5'-
0
1'-
0
1'-0
PILE SPACES @
3'-
0
1'-6
5p2
8f4
8f3
6p3
5p4
5p1
1'-
0 1'-
6
1'-6
1'-0
STANDARD SHEET 2089
8f5
8g1
8f3 8f5
6
8
3
3
3
3
6
4'-9
PART SECTION A - A
ABUTMENT PILE PLAN
B
B
5p4
"C" OR "D" BEAMS - INTEGRAL ABUT. DETAILS - ( R. A. ) 0°01' - 7°30' SKEW
COIL ROD
ƒ"½`x`1'-3
1'-4 1"
1'-6 1'-6
1'-4 1'-8
GUTTER LINE
GUTTER LINE
GUTTER LINE
| ABUT. BRG.
5d2 & 5d3
5k2
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
HOOP SPACING TYP. 5p1 DOUBLE
OF ABUTMENT
BACK FACE
& | PILES
| ABUT. BRG.
BEND
FIELD
AT | = 2'-2 )
5d6 ( MIN. LAP
AT | = 2'-2 )
5d7 ( MIN. LAP
TO LONGIT. STEEL.
TO MISS BEAMS. PLACE 8g3 BARS PARALLEL
SHIFT 8g1 BARS IN F.F. AS NECESSARY
NOTE:
BY BEVELED 2x8
KEYWAY FORMED
0'-8
2 @
0'-8
2 @
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2089 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
8f1 MIN. LAP
2'-
10
5d9
5d8
5d9
5d8
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. A ELEV.
a
| BEAMS
BENCH MARK:
AB
UT.
AB
UT.
AB
UT.
AB
UT.
( REAR ELEVATION )
LEVEL
ROADWAY 1'-7 1'-7
LEVEL
S3x7.5
4t1
5p2
6g4
( WINGS NOT SHOWN )
1'-
1
1'-
1
A A
PART REAR ELEVATION AT ABUTMENT
PART
SECTION C-C
5c3 5c14* *
1'-
6
2
6g4
2" CL. 2" CL.
COIL ROD
8f4 5p1
6p3
8f1
4t1
5d3
5d2
5d6
S3x7.5
3" C
L.
3'-0
5p2
6g4
1'-
1
1'-3
8g
1
MI
N.
EM
BE
D.
3'-
3
1'-
3
JOINTS
CONSTR.
C
C
1'-
3
5k1
1" CHAMFER
5d7
5k2
8g1
6a1 8g3
TOP OF DECK
ROD
COIL
PART SECTION B-B
BEVELED 2x8
KEYWAY FORMED BY
6g
4
BA
RS
MI
N.
EM
BE
DM
EN
T
DE
PT
H
CO
NS
TA
NT
2† CL.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
SUPERSTRUCTURE QUANTITIES.
5c3 AND 5c14 ARE INCLUDED IN
OF BARRIER RAIL. REINFORCING BARS
SEE DESIGN SHEET ?? FOR DETAILS
* NOTE:
2•" CL. CL.
2•"
5b1
ABUTMENT NOTES:
( SEE TABLE`)
FTG. ELEV.
BOTT. OF
1'-
9
AND BACK
8g1 FRONT
2'-
0
TO
P
OF
PIL
E
( 'D' BEAM SHOWN )
5d8
8f4
8f3
5h4
5d8
5h25h4
5d9
3
CL.
5d8
5d9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THEABUTMENT FOOTING DETAILS
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
NOTE: ?? - HP 10 x 57 STEEL BEARING PILING
6/26/2015 1:13:27 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2090 11x17_pdf.pltcfg
5d5
8g1
6g4 5p2
1'-7
3'-1
1'-6 1'-7
1'-7
1'-3
4 SPA. @
6'-
6
TY
P.
4 S
PA.
@ 1'-
0
= 4'-
0
5 - 6g
4
EA
CH F
AC
E
6g4
3'-0
1'-7
8g1
5d5
4t1
1'-5 1'-5 TYP.
S3x7.5
8g1
8g1
8g1 8g3
BEAM SPACES
@
SAME SPACING B
ETWEEN BEAMS
5p2
8f4
8f3
| PILE
8f16p3
1'-
6
5'-
0
1'-
0
1'-
0
1'-
6
1'-
6
5'-
0
6'-
6
5p4
TYP.
1'-0
PILE SPACES
@
1'-0
8f1
1'-6
3'-
0
1'-6
5p1
STANDARD SHEET 2090
8f5
8f3 8f5
6
8
3
3
6
3
3
4'-9
PART SECTION A - A
ABUTMENT PILE PLAN
B
B
5p4
"C" OR "D" BEAMS - INTEGRAL ABUT. DETAILS - ( R. A. ) 7°31' - 15° SKEW
1'-6 1'-6
1'-4 1'-8
COIL ROD
ƒ"½`x`1'-3
1'-4 1"
GUTTER LINE
GUTTER LINE
FIELD BEND
5d2 & 5d3
| ABUT. BRG.
5k1
5k2
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
AT | = 2'-2 )
5d6 ( MIN. LAP
AT | = 2'-2 )
5d7 ( MIN. LAP
TO LONGIT. STEEL.
TO MISS BEAMS. PLACE 8g3 BARS PARALLEL
SHIFT 8g1 BARS IN F.F. AS NECESSARY
NOTE:
BY BEVELED 2x8
KEYWAY FORMED
OF ABUTMENT
BACK FACE
LINE
GUTTER
HOOP SPACIN
G TYP. 5p1 DOUBLE
& | PILES
| ABUT. BRG.
0'-8
2 @
0'-8
2 @
| APPROACH ROADWAY
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2090 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
8f1 MIN. LAP
2'-
10
5d9
5d8
5d8
5d9
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. A ELEV.
a
| BEAMS
BENCH MARK:
AB
UT.
AB
UT.
AB
UT.
AB
UT.
( REAR ELEVATION )
LEVEL
ROADWAY 1'-7 1'-7
LEVEL
S3x7.5
4t1
5p2
6g4
( WINGS NOT SHOWN )
1'-
1
1'-
1
A A
PART REAR ELEVATION AT ABUTMENT
PART
SECTION C-C
5c3 5c14* *
1'-
6
2
6g4
2" CL. 2" CL.
COIL ROD
8f4 5p1
6p3
8f1
4t1
5d3
5d2
5d6
S3x7.5
3" C
L.
3'-0
5p2
6g4
1'-
1
1'-3
8g
1
MI
N.
EM
BE
D.
3'-
3
1'-
3
JOINTS
CONSTR.
C
C
1'-
3
5k1
1" CHAMFER
5d7
5k2
8g1
6a1 8g3
TOP OF DECK
ROD
COIL
PART SECTION B-B
BEVELED 2x8
KEYWAY FORMED BY
6g
4
BA
RS
MI
N.
EM
BE
DM
EN
T
DE
PT
H
CO
NS
TA
NT
2† CL.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
SUPERSTRUCTURE QUANTITIES.
5c3 AND 5c14 ARE INCLUDED IN
OF BARRIER RAIL. REINFORCING BARS
SEE DESIGN SHEET ?? FOR DETAILS
* NOTE:
2•" CL. CL.
2•"
5b1
ABUTMENT NOTES:
( SEE TABLE`)
FTG. ELEV.
BOTT. OF
1'-
9
AND BACK
8g1 FRONT
2'-
0
TO
P
OF
PIL
E
( 'D' BEAM SHOWN )
5d8
8f4
8f3
5h4
5d8
5h25h4
5d9
3
CL.
5d8
5d9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THEABUTMENT FOOTING DETAILS
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
NOTE: ?? - HP 10 x 57 STEEL BEARING PILING
6/26/2015 1:13:28 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 2091 11x17_pdf.pltcfg
5d5
6g4
1'-7
5p2
1'-7 1'-6
3'-1
8g1
S3x7.5
1'-5 1'-5 TYP. 8g1
8g1
8g3
3'-0
6g4
5d5
8g1
1'-7
4t1
TY
P.
6'-
6
4 S
PA.
@ 1'-
0
= 4'-
0
5 - 6g
4
EA
CH F
AC
E
BEAM SP
ACES @
SAME SP
ACING
BETWEEN BEAMS
2'-0
1'-4
4 SP
A. @
8g1
1'-0 1'-
0
PILE
SPACES
@
1'-6 3'-
0 1'-6
| PILE
5p2
8f4
8f3
6p3
8f1
8f1
5p4 5p1
TYP.
1'-
6
5'-
0
1'-
0
1'-
6
5'-
0
6'-
6
1'-
6
1'-
0
STANDARD SHEET 2091
8f5
8f3
8f5
6
8
3
6
3
3
4'-9
ABUTMENT PILE PLAN
B
B
5p4
"C" OR "D" BEAMS - INTEGRAL ABUT. DETAILS - ( R. A. ) 15°01' - 30° SKEW
1'-4 1'-8
1'-6 1'-6COIL ROD
ƒ"½`x`1'-31"1'-4
GUTTER LINE
FIELD BEND
5k2
GUTTER LINE
5d2 & 5d3
| ABUT. BRG.
5k1
AT | = 2'-2 )
5d6 ( MIN. LAP
AT | = 2'-2 )
5d7 (MIN. LAP
?? - 5k1 & 5k2 BACK FACE
?? - 8g3 BACK FACE
?? - 8g1 FRONT FACE
?? - 8g1 BACK FACE
SPACING FOR :
BY BEVELED 2x8
KEYWAY FORMED
& | PILES
| ABUT. BRG.
OF ABUTMENT
BACK FACE
LINE
GUTTER
HOOP SP
ACING
TYP. 5p1
DOUBLE
0'-8
2 @
0'-8
2 @
PARALLEL TO LONGIT. STEEL.
TO MISS BEAMS. PLACE 8g3 BARS
SHIFT 8g1 BARS IN F.F. AS NECESSARY
NOTE:
| APPROACH ROADWAY
PART SECTION A-A
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 2091 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
8f1
MIN. L
AP
2'-
10
5d9
5d8
5d9
5d8
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
CO
NC
RE
TE
QU
AN
TIT
Y
TA
BL
E
&
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TIT
Y
SH
EE
T. R
EM
OV
ED
DE
SI
GN
BE
ARI
NG
NO
TE
FO
R
AB
UT.
PILI
NG
FR
OM
AB
UT
ME
NT
NO
TE
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. A ELEV.
a
| BEAMS
BENCH MARK:
AB
UT.
AB
UT.
AB
UT.
AB
UT.
( REAR ELEVATION )
LEVEL
ROADWAY 1'-7 1'-7
LEVEL
S3x7.5
4t1
5p2
6g4
( WINGS NOT SHOWN )
1'-
1
1'-
1
A A
PART REAR ELEVATION AT ABUTMENT
PART
SECTION C-C
5c3 5c14* *
1'-
6
2
6g4
2" CL. 2" CL.
COIL ROD
8f4 5p1
6p3
8f1
4t1
5d3
5d2
5d6
S3x7.5
3" C
L.
3'-0
5p2
6g4
1'-
1
1'-3
8g
1
MI
N.
EM
BE
D.
3'-
3
1'-
3
JOINTS
CONSTR.
C
C
1'-
3
5k1
1" CHAMFER
5d7
5k2
8g1
6a1 8g3
TOP OF DECK
ROD
COIL
PART SECTION B-B
BEVELED 2x8
KEYWAY FORMED BY
6g
4
BA
RS
MI
N.
EM
BE
DM
EN
T
DE
PT
H
CO
NS
TA
NT
2† CL.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
ABUTMENT STEPS
TABLE OF
ELEVATIONS
TABLE OF ABUTMENT
SUPERSTRUCTURE QUANTITIES.
5c3 AND 5c14 ARE INCLUDED IN
OF BARRIER RAIL. REINFORCING BARS
SEE DESIGN SHEET ?? FOR DETAILS
* NOTE:
2•" CL. CL.
2•"
5b1
( SEE TABLE`)
FTG. ELEV.
BOTT. OF
1'-
9
AND BACK
8g1 FRONT
2'-
0
TO
P
OF
PIL
E
( 'D' BEAM SHOWN )
5d8
8f4
8f3
5h4
5d8
5h25h4
5d9
3
CL.
5d8
5d9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3 - L‡ x ‡ x „ SPACERS
TO BE 7 TURNS OF No. 2 BAR, 21" DIAMETER,
THE SPIRAL AT THE TOP OF EACH PILE
NOTE:
TOP OF DECK
LOCATION
TOTAL (CU. YDS.)
QUANTITY
ABUTMENT CONCRETE QUANTITY
______ ABUTMENT FOOTING
______ ABUTMENT FOOTING
SUMMARY QUANTITIES SHEET.
NOTE: CONCRETE QUANTITIES ARE INCLUDED ON THEABUTMENT FOOTING DETAILS
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
REQUIRED AT EACH ABUTMENT.
NOTE: ?? - HP 10 x 57 STEEL BEARING PILING
ABUTMENT NOTES:
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
6/26/2015 1:13:30 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4380 11x17_pdf.pltcfg
2
2 5 5b1 BARS
5d1
5e2
5e4
5e3 5e1
1'-7
5d3 & 5d4
5d2
5b1
b2 SPACING
TOP OF DECK
1'-1• 1'-1•6 SP. @ 0'-9 = 4'-6
5d2
5d3
S3 x 7.5
4t1
8g1
5d5
3'-
6
AT
LO
W
ST
EP
8ƒ
1 x 8 x 0'-8 10•
8
8 4
2 1'-5 1'-6
8 8 10 10
1'-1• 1'-1•
5 SP. @ 0'-9=3'-9
6 SP. @ 0'-9=4'-6
15 - 5b1 BARS
TYPICAL 5b1 SPACING
TYPICAL 5b1 SPACING
( TOP OF DECK )
( BOTTOM OF DECK )
6a @ 10" |'S
1" C
L.
" C
L.
2•
4 BEAM SPACES @ 6'-9 = 27'-0
| ROADWAY
SYMMETRICAL ABOUT
30'-0 ROADWAY
1'-7
LEVEL
15'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
5b1
b2
3‚
3‚
2‡ 1‚ …
12'-0 TANGENT ON 2.0 % SLOPE
6
SHEET.
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
ROD ( BENT ) .
ƒ"½ x 1'-3 COIL
COIL ROD
ƒ"½ x 1'-3 COIL ROD
ƒ"½ x 1'-3
3'-2
1"
SPACED @ 2'-0
INDENTATION
3'-2 BECOMES 3'-1.
FACES. DIMENSION
FOOTING & BACKWALL
BEAMS TO ALIGN
REDRAW FOR A & B
STANDARD SHEET 4380 30' RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION - LRFD DESIGN
NOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ??.
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4380 -
THIS
SH
EE
T IS
SU
ED 11-06. L
RF
D
DE
SI
GN
ED
DE
CK.
JOINT
CONSTRUCTION
• INCH HAUNCH.
INCLUDE THE NOMINAL
DECK AREA DOES NOT
DECK AREA = 22.67 SQ. FT.
BARS IN TOP OF DECK)
(CENTERED BETWEEN 6a
5j1 BARS AT 10" |'s
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TABLE OF
SIZE OF ' b2 ' BAR
BEAM
A`, B & C D
30'-0
34'-2
38'-4
42'-6
46'-8
55'-0
59'-2
63'-4
67'-6
71'-8
80'-0
5
5
5
5
5
6
6
7
7
7
8
8
8
8
8
35'-0
40'-0
45'-0
50'-0
55'-0
60'-0
65'-0
70'-0
75'-0
80'-0
85'-0
90'-0
95'-0
6
THE MIDPOINT OF THE 'b2' BAR IS TO BE
PLACED AT THE | OF PIER.
100'-0 9
9105'-0
50'-10
75'-10
ADJACENT SPAN
LONGEST
SIZE
BAR
110'-0 9
8
8
*
STRAIGHT LINE BETWEEN HAUNCHES
INTERIOR BEAMS
TYPICAL DECK AND
HAUNCH DETAIL
8
*
9
10‚
BETWEEN HAUNCHES
STRAIGHT LINE
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
WELDED ON OPPOSITE
SIDES OF DRAIN TO
SERVE AS ANCHOR.
DRAIN DETAILS
R=1'-0
‚‚
7• 3• ‚
1"
1•
BEAM SIZE
WT. LBS.
LENGTH FT.
A B C D
DATA FOR ONE DRAIN
MI
N.
1'-
0
85 96 106
5'-5ƒ4'-11ƒ4'-4ƒ
120
6'-2ƒ
1"`x`„`x`0'-10 {
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED`) OR
STEEL" . WEIGHT IS BASED ON ROLLED TUBE.
WEIGHT OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL
"`SITUATION PLAN`" ON DESIGN SHEET ____ FOR LOCATION.
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED. SEE
NOTE :
SHEET NO. ____
" DECK THICKNESS DETAILS " ON DESIGN
* FOR DECK THICKNESS OVER BEAMS SEE
CONCRETE AT DRAIN
1" DEPRESSION IN DECK
TOP OF DECK
TOP OF DECK
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`-`‚"½
L`1‚`x`1‚`x`„`x0'-4 WELDED TO
QUANTITIES SHEET.
INCLUDED ON THE SUMMARY
NOTE: DRAIN WEIGHTS ARE
BRIDGE DECK CROSS SECTION
LENGTH OF S3 x 7.5( ABUTMENT BEAM SEAT`)
BEAM BOTTOM
FLANGE WIDTH
LENGTH OF
S3 x 7.5
1'-5
1'-8
1'-10
1'-3•
1'-6•
1'-8•
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE
BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE )".
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
QUANTITIES SHEET.
INCLUDED ON THE SUMMARY
NOTE: DRAIN WEIGHTS ARE
6/26/2015 1:13:31 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4383 11x17_pdf.pltcfg
3'-0 PARABOLIC
CROWN
5d3 & 5d4
S3 x 7.5
2 1'-5 1'-6 TYPICAL 5b1 SPACING
TYPICAL 5b1 SPACING
( TOP OF DECK )
( BOTTOM OF DECK )
1'-7
LEVEL
8 8
HALF SECTION NEAR PIER
4t1
8g1
5d5
3'-
6
AT
LO
W
ST
EP
8ƒ
1 x 8 x 0'-8
INDENTATION
SPACED @ 2'-0
10•
8
8 4
b2 SPACING
TOP OF DECK
5b1
17 - 5b1 BARS
9‹
1'-0•
6 SP. @ 0'-9
=4'-6
7 SP. @ 0'-9 = 5'-3
2
2 5 5b1 BARS
5d1
5e2
5e4
1'-7
1'-0‡7 SP. @ 0'-9 = 5'-3
5d2
2'-0
1"
CL.
2•"
CL.
40'-0 ROADWAY
5 BEAM SPACES @ 7'-4Ž - = 37'-0
5d2
5d3
5b1
3'-0 PARABOLIC
CROWN
1'-7
LEVEL
18'-0 22'-0
9…
1'-0‡
1'-8…
5e3 5e1
1'-0•1'-6 1'-5 2
b2
5'-8‹
4•
4•
4Œ 2Ž
1 … „
44
3†1Ž…
19'-0 TANGENT ON 2.0 % SLOPE 15'-0 TANGENT ON 2.0 % SLOPE
6
ROD ( BENT ) .
ƒ"½ x 1'-3 COIL
COIL ROD
ƒ"½ x 1'-3
COIL ROD
ƒ"½ x 1'-3
JOINT
CONSTRUCTION
ROADWAY
| APPROACH
6a @ 10" |'S | BRIDGE
3'-2
1"3'-2 BECOMES 3'-1.
FACES. DIMENSION
FOOTING & BACKWALL
BEAMS TO ALIGN
REDRAW FOR A & B
HALF SECTION NEAR ABUTMENT
SHEET.
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
STANDARD SHEET 4383 40' RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION - LRFD DESIGN
NOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ??.
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4383 -
THIS
SH
EE
T IS
SU
ED 11-06. L
RF
D
DE
SI
GN
ED
DE
CK.
BARS IN TOP OF DECK)
(CENTERED BETWEEN 6a
5j1 BARS AT 10" |'s
• INCH HAUNCH.
INCLUDE THE NOMINAL
DECK AREA DOES NOT
DECK AREA = 29.39 SQ. FT.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TABLE OF
SIZE OF ' b2 ' BAR
BEAM
A`, B & C D
30'-0
34'-2
38'-4
42'-6
46'-8
55'-0
59'-2
63'-4
67'-6
71'-8
80'-0
5
5
5
5
5
6
6
7
7
7
8
8
8
8
8
35'-0
40'-0
45'-0
50'-0
55'-0
60'-0
65'-0
70'-0
75'-0
80'-0
85'-0
90'-0
95'-0
6
THE MIDPOINT OF THE 'b2' BAR IS TO BE
PLACED AT THE | OF PIER.
100'-0 9
9105'-0
50'-10
75'-10
ADJACENT SPAN
LONGEST
SIZE
BAR
110'-0 9
8
8
*
STRAIGHT LINE BETWEEN HAUNCHES
INTERIOR BEAMS
TYPICAL DECK AND
HAUNCH DETAIL
8
*
9
10‚
BETWEEN HAUNCHES
STRAIGHT LINE
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
WELDED ON OPPOSITE
SIDES OF DRAIN TO
SERVE AS ANCHOR.
DRAIN DETAILS
R=1'-0
‚‚
7• 3• ‚
1"
1•
BEAM SIZE
WT. LBS.
LENGTH FT.
A B C D
DATA FOR ONE DRAIN
LENGTH OF S3 x 7.5( ABUTMENT BEAM SEAT`)
BEAM BOTTOM
FLANGE WIDTH
LENGTH OF
S3 x 7.5
1'-5
1'-8
1'-10
1'-3•
1'-6•
1'-8•
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE
BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE )".
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
MI
N.
1'-
0
85 96 106
5'-5ƒ4'-11ƒ4'-4ƒ
120
6'-2ƒ
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
1"`x`„`x`0'-10 {
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED`) OR
STEEL" . WEIGHT IS BASED ON ROLLED TUBE.
WEIGHT OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL
"`SITUATION PLAN`" ON DESIGN SHEET ____ FOR LOCATION.
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED. SEE
NOTE :
SHEET NO. ____
" DECK THICKNESS DETAILS " ON DESIGN
* FOR DECK THICKNESS OVER BEAMS SEE
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
CONCRETE AT DRAIN
1" DEPRESSION IN DECK
TOP OF DECK
TOP OF DECK
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`-`‚"½
L`1‚`x`1‚`x`„`x0'-4 WELDED TO
QUANTITIES SHEET.
INCLUDED ON THE SUMMARY
NOTE: DRAIN WEIGHTS ARE
BRIDGE DECK CROSS SECTION
6/26/2015 1:13:32 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4384 11x17_pdf.pltcfg
b2 SPACING
TOP OF DECK
2 1'-5 1'-6 TYPICAL 5b1 SPACING
TYPICAL 5b1 SPACING
( TOP OF DECK )
( BOTTOM OF DECK )
1'-7
LEVEL 3'-0 PARABOLIC
CROWN
44'-0 ROADWAY
22'-0
15 - 5b1 BARS
8 8 10• 10•
1'-2 1'-2
5 SP. @ 0'-9
= 3'-9
6 SP. @ 0'-9 = 4'-6
6a @ 10" |'S
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
2
2 5 5b1 BARS
5d1
5e2
5e4
1'-7
4t1
8g1
5d5 3'-
6
AT
LO
W
ST
EP
8ƒ
1 x 8 x 0'-8
INDENTATION
SPACED @ 2'-0
10•
8
8 4
5d3 & 5d4
S3 x 7.5
1'-2 1'-2 6 SP. @ 0'-9 = 4'-6
5b1
" C
L.
2•
6 BEAM SPACES AT 6'-10 = 41'-0
1"
CL.
5d2 5d2
5d3
5e3 5e1
b2
SYMMETRICAL ABOUT |
ROADWAY.
4•
4•
4Œ 2• 1Š …
19'-0 TANGENT ON 2.0 % SLOPE
6
SHEET.
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
ROD ( BENT ) .
ƒ"½ x 1'-3 COIL
COIL ROD
ƒ"½ x 1'-3
COIL ROD
ƒ"½ x 1'-3JOINT
CONSTRUCTION
5b1
3'-2
1"
3'-2 BECOMES 3'-1.
FACES. DIMENSION
FOOTING & BACKWALL
BEAMS TO ALIGN
REDRAW FOR A & B
STANDARD SHEET 4384 44' RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION - LRFD DESIGN
NOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ??.
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4384 -
THIS
SH
EE
T IS
SU
ED 11-06. L
RF
D
DE
SI
GN
ED
DE
CK.
• INCH HAUNCH.
INCLUDE THE NOMINAL
DECK AREA DOES NOT
DECK AREA = 32.04 SQ. FT.
BARS IN TOP OF DECK)
(CENTERED BETWEEN 6a
5j1 BARS AT 10" |'s
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TABLE OF
SIZE OF ' b2 ' BAR
BEAM
A`, B & C D
30'-0
34'-2
38'-4
42'-6
46'-8
55'-0
59'-2
63'-4
67'-6
71'-8
80'-0
5
5
5
5
5
6
6
7
7
7
8
8
8
8
8
35'-0
40'-0
45'-0
50'-0
55'-0
60'-0
65'-0
70'-0
75'-0
80'-0
85'-0
90'-0
95'-0
6
THE MIDPOINT OF THE 'b2' BAR IS TO BE
PLACED AT THE | OF PIER.
100'-0 9
9105'-0
50'-10
75'-10
ADJACENT SPAN
LONGEST
SIZE
BAR
110'-0 9
8
8
*
STRAIGHT LINE BETWEEN HAUNCHES
INTERIOR BEAMS
TYPICAL DECK AND
HAUNCH DETAIL
8
*
9
10‚
BETWEEN HAUNCHES
STRAIGHT LINE
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
WELDED ON OPPOSITE
SIDES OF DRAIN TO
SERVE AS ANCHOR.
DRAIN DETAILS
R=1'-0
‚‚
7• 3• ‚
1"
1•
BEAM SIZE
WT. LBS.
LENGTH FT.
A B C D
DATA FOR ONE DRAIN
LENGTH OF S3 x 7.5( ABUTMENT BEAM SEAT`)
BEAM BOTTOM
FLANGE WIDTH
LENGTH OF
S3 x 7.5
1'-5
1'-8
1'-10
1'-3•
1'-6•
1'-8•
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE
BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE )".
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
MI
N.
1'-
0
85 96 106
5'-5ƒ4'-11ƒ4'-4ƒ
120
6'-2ƒ
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
1"`x`„`x`0'-10 {
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED`) OR
STEEL" . WEIGHT IS BASED ON ROLLED TUBE.
WEIGHT OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL
"`SITUATION PLAN`" ON DESIGN SHEET ____ FOR LOCATION.
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED. SEE
NOTE :
SHEET NO. ____
" DECK THICKNESS DETAILS " ON DESIGN
* FOR DECK THICKNESS OVER BEAMS SEE
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
CONCRETE AT DRAIN
1" DEPRESSION IN DECK
TOP OF DECK
TOP OF DECK
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`-`‚"½
L`1‚`x`1‚`x`„`x0'-4 WELDED TO
QUANTITIES SHEET.
INCLUDED ON THE SUMMARY
NOTE: DRAIN WEIGHTS ARE
BRIDGE DECK CROSS SECTION
6/26/2015 1:13:34 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4385 11x17_pdf.pltcfg
3'-0 PARABOLIC
CROWN
5d3 & 5d4
S3 x 7.5
2 1'-5 1'-6
TYPICAL 5b1 SPACING
TYPICAL 5b1 SPACING
( TOP OF DECK )
( BOTTOM OF DECK )
1'-7
LEVEL
8 8
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4t1
8g1
5d5
3'-
6
AT
LO
W
ST
EP
8ƒ
1 x 8 x 0'-8 10•
8
8 4
b2 SPACING
TOP OF DECK
5b1
17 - 5b1 BARS
9‹
1'-0•
6 SP. @ 0'-9
=4'-6
7 SP. @ 0'-9 = 5'-3
2
2 5 5b1 BARS
5d1
5e2
5e4
1'-7
1'-0‡7 SP. @ 0'-9 = 5'-3
5d2
1"
CL.
2•"
CL.
40'-0 ROADWAY
5 BEAM SPACES @ 7'-4Ž - = 37'-0
5d2
5d3
5b1
20'-0
1'-0•
5e1 5e3
1'-0‡
9…
b2
SYMMETRICAL ABOUT | ROADWAY
…Œ
2Š
4‹
4‹
4ˆ
17'-0 TANGENT ON 2.0 % SLOPE
6
SPACED @ 2'-0
INDENTATION
SHEET.
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
COIL ROD
ƒ"½ x 1'-3 ROD ( BENT ) .
ƒ"½ x 1'-3 COIL
COIL ROD
ƒ"½ x 1'-3
JOINT
CONSTRUCTION
6a @ 10" |'S
3'-2
1"3'-2 BECOMES 3'-1.
FACES. DIMENSION
FOOTING & BACKWALL
BEAMS TO ALIGN
REDRAW FOR A & B
STANDARD SHEET 4385 40' RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION ( SYMM. CROWN ) - LRFD DESIGN
NOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ??.
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4385 -
THIS
SH
EE
T IS
SU
ED 11-06. L
RF
D
DE
SI
GN
ED
DE
CK.
• INCH HAUNCH.
INCLUDE THE NOMINAL
DECK AREA DOES NOT
DECK AREA = 29.39 SQ. FT.
BARS IN TOP OF DECK)
(CENTERED BETWEEN 6a
5j1 BARS AT 10" |'s
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TABLE OF
SIZE OF ' b2 ' BAR
BEAM
A`, B & C D
30'-0
34'-2
38'-4
42'-6
46'-8
55'-0
59'-2
63'-4
67'-6
71'-8
80'-0
5
5
5
5
5
6
6
7
7
7
8
8
8
8
8
35'-0
40'-0
45'-0
50'-0
55'-0
60'-0
65'-0
70'-0
75'-0
80'-0
85'-0
90'-0
95'-0
6
THE MIDPOINT OF THE 'b2' BAR IS TO BE
PLACED AT THE | OF PIER.
100'-0 9
9105'-0
50'-10
75'-10
ADJACENT SPAN
LONGEST
SIZE
BAR
110'-0 9
8
8
*
STRAIGHT LINE BETWEEN HAUNCHES
INTERIOR BEAMS
TYPICAL DECK AND
HAUNCH DETAIL
8
*
9
10‚
BETWEEN HAUNCHES
STRAIGHT LINE
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
WELDED ON OPPOSITE
SIDES OF DRAIN TO
SERVE AS ANCHOR.
DRAIN DETAILS
R=1'-0
‚‚
7• 3• ‚
1"
1•
BEAM SIZE
WT. LBS.
LENGTH FT.
A B C D
DATA FOR ONE DRAIN
LENGTH OF S3 x 7.5( ABUTMENT BEAM SEAT`)
BEAM BOTTOM
FLANGE WIDTH
LENGTH OF
S3 x 7.5
1'-5
1'-8
1'-10
1'-3•
1'-6•
1'-8•
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE
BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE )".
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
MI
N.
1'-
0
85 96 106
5'-5ƒ4'-11ƒ4'-4ƒ
120
6'-2ƒ
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
1"`x`„`x`0'-10 {
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED`) OR
STEEL" . WEIGHT IS BASED ON ROLLED TUBE.
WEIGHT OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL
"`SITUATION PLAN`" ON DESIGN SHEET ____ FOR LOCATION.
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED. SEE
NOTE :
SHEET NO. ____
" DECK THICKNESS DETAILS " ON DESIGN
* FOR DECK THICKNESS OVER BEAMS SEE
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
CONCRETE AT DRAIN
1" DEPRESSION IN DECK
TOP OF DECK
TOP OF DECK
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`-`‚"½
L`1‚`x`1‚`x`„`x0'-4 WELDED TO
QUANTITIES SHEET.
INCLUDED ON THE SUMMARY
NOTE: DRAIN WEIGHTS ARE
BRIDGE DECK CROSS SECTION
6/26/2015 1:13:35 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4500 11x17_pdf.pltcfg
4
6
2
66
BEARING
| BEAM
| BEAM
| PIER
2'-
2 9
9
1'-8
B
B
1'-
7
| BEAMS
1'-3 1'-6 1'-6
| ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
1'-0 1'-0
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5d3
5e1
5e3
5d4
1'-
7
1'-
3
1'-
3
STANDARD SHEET 4500
AT PIER
2'-0
9
6
BY BEVELED 2x8
KEYWAY FORMED
"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - 0° SKEW
PAD (9 x 1 x ?? )
NEOPRENE BEARING(BENT )
COIL ROD
ƒ"½x1'-3
3
EQ.
SP. : 4-5e1
&
4-5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4500 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
7'-0 ABUTMENT WING
PVC PIPE
1'-3
RE
VISI
ON 07-08 -
DIS
TA
NC
E
FR
OM |
BE
AM
TO
ST
EP
CH
AN
GE
D
TO 1'-
3.
ABUT.`&`PIER DIAPHRAGM DETAILS
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
5h2
3
4
8g1
4t1
5d5
A
A
PART END VIEW AT ABUTMENT
TOP OF DECK
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER (FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
SECTION A-A
SECTION B-B
b2
5b1
6a1
6a1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
5b1
"C"
ELEV. B
ELEV. A
LOCATION ELEV. A ELEV. BDIM "C"
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
THEORETICAL | GRADE
PARALLEL TO THE
ELEVATIONS
TABLE OF WING
ELEV. B
7'-0 BARRIER RAIL END SECTION
4t1
5d3
5d2
5d6
5d7
5k2
5k1
8g1 8g1
S3`x`7.5
SEE DETAIL "C"
COIL ROD
ƒ"½x1'-3
8g3
5j1
TYP.
1" MIN.
4" MIN. CL.
6" MAX. CL.
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
6
6
PVC PIPE
PVC PIPE
PVC PIPE
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
2'-1
(TYP. FOR 5e1 &`5e4)
SE
E
AB
UT
ME
NT
WI
NG
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
5h2
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
SEE DETAIL "A"
5h2
BA
RS
3
EQ.
SP
A.
4
2 S
PA.
8
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:36 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4501 11x17_pdf.pltcfg
4
6
2
66
BEARING
| BEAM
BY BEVELED 2`x`8.
KEYWAY FORMED
| BEAM
| PIER
9
9
1'-8
B
B
1'-
7
| BEAMS
| ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5d3
5e1
5e3
5d4
1'-
7
AT PIER
2'-
4
1'-3 1'-6 1'-6
2'-2
1'-
3
1'-
3
1'-1 1'-1
6
STANDARD SHEET 4501"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.) 0°01' - 7°30' SKEW
PAD (9 x 1 x ??)
NEOPRENE BEARING
3
EQ.
SP.; 4- 5e1
&
4- 5e3
(BENT )
COIL ROD 9
ƒ"½x1'-3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4501 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
7'-0 ABUTMENT WING
PVC PIPE
RE
VISI
ON 07-08 -
DIS
TA
NC
E
FR
OM |
BE
AM
TO
ST
EP
CH
AN
GE
D
TO 1'-
3.
1'-3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
5h2
3
4
8g1
4t1
5d5
A
A
PART END VIEW AT ABUTMENT
TOP OF DECK
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER (FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
SECTION A-A
SECTION B-B
b2
5b1
6a1
6a1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
5b1
"C"
ELEV. B
ELEV. A
LOCATION ELEV. A ELEV. BDIM "C"
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
THEORETICAL | GRADE
PARALLEL TO THE
ELEVATIONS
TABLE OF WING
ELEV. B
7'-0 BARRIER RAIL END SECTION
4t1
5d3
5d2
5d6
5d7
5k2
5k1
8g1 8g1
S3`x`7.5
SEE DETAIL "C"
COIL ROD
ƒ"½x1'-3
8g3
5j1
TYP.
1" MIN.
4" MIN. CL.
6" MAX. CL.
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
6
6
PVC PIPE
PVC PIPE
PVC PIPE
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
2'-1
(TYP. FOR 5e1 &`5e4)
SE
E
AB
UT
ME
NT
WI
NG
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
5h2
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
SEE DETAIL "A"
5h2
BA
RS
3
EQ.
SP
A.
4
2 S
PA.
8
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:37 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4502 11x17_pdf.pltcfg
4
6
2
66
BEARING
| BEAM
| BEAM
| PIER
9
9
1'-8
B
B
1'-
7
| BEAMS
| ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5d3
5e1
5e3
5d4
1'-
7
AT PIER
2'-
8
BY BEVELED 2 x 8.
KEYWAY FORMED
1'-31'-6
1'-6
1'-
3
1'-
3
2'-6
9
6
STANDARD SHEET 4502"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.) 7°31' - 15° SKEW
(BENT )
COIL ROD
ƒ"½x1'-3
PAD (9 x 1 x ??)
NEOPRENE BEARING
&
4 - 5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4502 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
7'-0 ABUTMENT WING
PVC PIPE
3
EQ.
SP. ; 4-̀̀
5e1
RE
VISI
ON 07-08 -
DIS
TA
NC
E
FR
OM |
BE
AM
TO
ST
EP
CH
AN
GE
D
TO 1'-
3. 1'-3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
5h2
3
4
8g1
4t1
5d5
A
A
PART END VIEW AT ABUTMENT
TOP OF DECK
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER (FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
SECTION A-A
SECTION B-B
b2
5b1
6a1
6a1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
5b1
"C"
ELEV. B
ELEV. A
LOCATION ELEV. A ELEV. BDIM "C"
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
THEORETICAL | GRADE
PARALLEL TO THE
ELEVATIONS
TABLE OF WING
ELEV. B
7'-0 BARRIER RAIL END SECTION
4t1
5d3
5d2
5d6
5d7
5k2
5k1
8g1 8g1
S3`x`7.5
SEE DETAIL "C"
COIL ROD
ƒ"½x1'-3
8g3
5j1
TYP.
1" MIN.
4" MIN. CL.
6" MAX. CL.
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
6
6
PVC PIPE
PVC PIPE
PVC PIPE
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
2'-1
(TYP. FOR 5e1 &`5e4)
SE
E
AB
UT
ME
NT
WI
NG
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
5h2
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
SEE DETAIL "A"
5h2
BA
RS
3
EQ.
SP
A.
4
2 S
PA.
8
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:39 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4503 11x17_pdf.pltcfg
4
6
2
66
BEARING
| BEAM
BY BEVELED 2 x 8.
KEYWAY FORMED
| BEAM
| PIER
1'-8
B
B
1'-
7
| BEAMS
1'-3
1'-6 1'-6
| ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-35d3
5e1
5e3
5d4
1'-
7
AT PIER
2'-
10
2'-8
2'-
0
2'-
0
9"
9"
9
6
STANDARD SHEET 4503"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.) 15°01' - 30° SKEW
(BENT )
COIL ROD
ƒ"½x1'-3
PAD (9 x 1 x ??)
NEOPRENE BEARING
&
4- 5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4503 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
7'-0 ABUTMENT WING
PVC PIPE
3
EQ.
SP.; 4
-̀̀5e1
RE
VISI
ON 07-08 -
DIS
TA
NC
E
FR
OM |
BE
AM
TO
ST
EP
CH
AN
GE
D
TO 1'-
3. 1'-
3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
5h2
3
4
8g1
4t1
5d5
A
A
PART END VIEW AT ABUTMENT
TOP OF DECK
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER (FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
SECTION A-A
SECTION B-B
b2
5b1
6a1
6a1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
5b1
"C"
ELEV. B
ELEV. A
LOCATION ELEV. A ELEV. BDIM "C"
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
THEORETICAL | GRADE
PARALLEL TO THE
ELEVATIONS
TABLE OF WING
ELEV. B
7'-0 BARRIER RAIL END SECTION
4t1
5d3
5d2
5d6
5d7
5k2
5k1
8g1 8g1
S3`x`7.5
SEE DETAIL "C"
COIL ROD
ƒ"½x1'-3
8g3
5j1
TYP.
1" MIN.
4" MIN. CL.
6" MAX. CL.
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
6
6
PVC PIPE
PVC PIPE
PVC PIPE
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
2'-1
(TYP. FOR 5e1 &`5e4)
SE
E
AB
UT
ME
NT
WI
NG
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
5h2
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
SEE DETAIL "A"
5h2
BA
RS
3
EQ.
SP
A.
4
2 S
PA.
8
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:40 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4504 11x17_pdf.pltcfg
4
6
2
66
1'-
7
| BEAMS
| ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
1'-3 1'-6 1'-6
PART SECTION
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5d3
5e1
5e3
5d4
1'-
7
AT PIER
2'-2
1'-
3
1'-
3
1'-1 1'-1
BEARING
| BEAM
BY BEVELED 2 x 8.
KEYWAY FORMED
| BEAM
| PIER
9
9
1'-8 B
B
2'-
4
9
6
STANDARD SHEET 4504"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 0°01'-7°30' SKEW
(BENT )
COIL ROD
ƒ"½x1'-3
PAD (9 x 1 x ??)
NEOPRENE BEARING&
4- 5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4504 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
7'-0 ABUTMENT WING
PVC PIPE
3
EQ.
SP.; 4
-̀̀5e1
RE
VISI
ON 07-08 -
DIS
TA
NC
E
FR
OM |
BE
AM
TO
ST
EP
CH
AN
GE
D
TO 1'-
3.
1'-3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
5h2
3
4
8g1
4t1
5d5
A
A
PART END VIEW AT ABUTMENT
TOP OF DECK
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER (FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
SECTION A-A
SECTION B-B
b2
5b1
6a1
6a1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
5b1
"C"
ELEV. B
ELEV. A
LOCATION ELEV. A ELEV. BDIM "C"
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
THEORETICAL | GRADE
PARALLEL TO THE
ELEVATIONS
TABLE OF WING
ELEV. B
7'-0 BARRIER RAIL END SECTION
4t1
5d3
5d2
5d6
5d7
5k2
5k1
8g1 8g1
S3`x`7.5
SEE DETAIL "C"
COIL ROD
ƒ"½x1'-3
8g3
5j1
TYP.
1" MIN.
4" MIN. CL.
6" MAX. CL.
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
6
6
PVC PIPE
PVC PIPE
PVC PIPE
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
2'-1
(TYP. FOR 5e1 &`5e4)
SE
E
AB
UT
ME
NT
WI
NG
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
5h2
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
SEE DETAIL "A"
5h2
BA
RS
3
EQ.
SP
A.
4
2 S
PA.
8
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:44 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4505 11x17_pdf.pltcfg
4
6
2
66
1'-
7
| BEAMS | ABUT. BRG.
GUTTER LINE
PART PLAN
1'-31'-6
1'-6
BEARING
| BEAM
| BEAM
| PIER
B
B
2'-
8
BY BEVELED 2 x 8.
KEYWAY FORMED
9
9
1'-8
PART SECTION
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5d3
5e1
5e3
5d4
1'-
7
AT PIER
1'-
3
1'-
3
2'-6
STANDARD SHEET 4505
RO
AD
WA
Y1'-
7
"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 7°31'-15° SKEW
PAD (9 x 1 x ??)
NEOPRENE BEARING
6 )
(BENT
COIL ROD 9
ƒ"½x1'-3
&
4 - 5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4505 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
7'-0 ABUTMENT WING
PVC PIPE
3
EQ. S
P. ; 4
-̀̀5e1
RE
VISI
ON 07-08 -
DIS
TA
NC
E
FR
OM |
BE
AM
TO
ST
EP
CH
AN
GE
D
TO 1'-
3.
1'-3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
5h2
3
4
8g1
4t1
5d5
A
A
PART END VIEW AT ABUTMENT
TOP OF DECK
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER (FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
SECTION A-A
SECTION B-B
b2
5b1
6a1
6a1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
5b1
"C"
ELEV. B
ELEV. A
LOCATION ELEV. A ELEV. BDIM "C"
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
THEORETICAL | GRADE
PARALLEL TO THE
ELEVATIONS
TABLE OF WING
ELEV. B
7'-0 BARRIER RAIL END SECTION
4t1
5d3
5d2
5d6
5d7
5k2
5k1
8g1 8g1
S3`x`7.5
SEE DETAIL "C"
COIL ROD
ƒ"½x1'-3
8g3
5j1
TYP.
1" MIN.
4" MIN. CL.
6" MAX. CL.
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
6
6
PVC PIPE
PVC PIPE
PVC PIPE
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
2'-1
(TYP. FOR 5e1 &`5e4)
SE
E
AB
UT
ME
NT
WI
NG
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
5h2
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
SEE DETAIL "A"
5h2
BA
RS
3
EQ.
SP
A.
4
2 S
PA.
8
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:45 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4506 11x17_pdf.pltcfg
4
6
2
66
1'-
7
| BEAMS | ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5d3
5e1
5e3
5d4
1'-
7
AT PIER 2'-
0
2'-
0
2'-8
BEARING
| BEAM
BY BEVELED 2 x 8.
KEYWAY FORMED
| BEAM
| PIER
B
B
2'-
10
9
9
1'-8
1'-3
1'-6
1'-6
9
6
STANDARD SHEET 4506"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 15°01' - 30° SKEW
PAD (9 x 1 x ??)
NEOPRENE BEARING )
(BENT
COIL ROD
ƒ"½x1'-3
&
4- 5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4506 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
7'-0 ABUTMENT WING
PVC PIPE
3
EQ. S
P.; 4
-̀̀5e1
RE
VISI
ON 07-08 -
DIS
TA
NC
E
FR
OM |
BE
AM
TO
ST
EP
CH
AN
GE
D
TO 1'-
3.
1'-3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
5h2
3
4
8g1
4t1
5d5
A
A
PART END VIEW AT ABUTMENT
TOP OF DECK
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER (FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
SECTION A-A
SECTION B-B
b2
5b1
6a1
6a1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
5b1
"C"
ELEV. B
ELEV. A
LOCATION ELEV. A ELEV. BDIM "C"
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
THEORETICAL | GRADE
PARALLEL TO THE
ELEVATIONS
TABLE OF WING
ELEV. B
7'-0 BARRIER RAIL END SECTION
4t1
5d3
5d2
5d6
5d7
5k2
5k1
8g1 8g1
S3`x`7.5
SEE DETAIL "C"
COIL ROD
ƒ"½x1'-3
8g3
5j1
TYP.
1" MIN.
4" MIN. CL.
6" MAX. CL.
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
6
6
PVC PIPE
PVC PIPE
PVC PIPE
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
2'-1
(TYP. FOR 5e1 &`5e4)
SE
E
AB
UT
ME
NT
WI
NG
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
5h2
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
SEE DETAIL "A"
5h2
BA
RS
3
EQ.
SP
A.
4
2 S
PA.
8
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:46 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4507 11x17_pdf.pltcfg
4
6
2
66
1'-
7
| BEAMS
1'-3 1'-6 1'-6
| ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
5'-0
PART SECTION
1'-0 1'-0
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5d3
5e1
5e3
5d4
1'-
7
1'-
3
1'-
3
AT PIER
9
6
STANDARD SHEET 4507
2'-0
6'-6 WING EXTENSION
"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - 0° SKEW
BEARING
| BEAM
| BEAM
| PIER
2'-
2 9
9
1'-8 1'-5
B
B
BY BEVELED 2x8
KEYWAY FORMED
PAD (9 x 1 x ??)
NEOPRENE BEARING
(BENT )
COIL ROD
ƒ"½x1'-3
3
EQ.
SP. : 4-5e1
&
4-5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4507 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
PVC PIPE
7'-0 ABUTMENT WING
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
RE
VIS
ED 01-12 -
AD
DE
D
FIE
LD
BE
ND 5h4
BA
R
TO
AV
OI
D
PIL
E I
N
AB
UT
ME
NT
WI
NG
NO
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART END VIEW AT ABUTMENT PART LONGITUDINAL SECTION NEAR GUTTER
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
5d7
8g1
5d2
5d3
4t1
S3`x`7.5
8g1
COIL ROD
b2
5b1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
8g1
4t1
5d5
ELEV. A
ELEV. B
6g4
3
SECTION A-A
"C"
6g4
2† CL.
1'-
9
TOP OF DECK
6a1
5b1 6a1
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
ELEVATIONS
TABLE OF WINGWALL
ELEV. C
THEORETICAL | GRADE
PARALLEL TO THE
SEE DETAIL "C"
ELEV. C
7'-0 BARRIER RAIL END SECTION
5
EQ
UA
L S
PA
CE
S4
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
5k2
5k1
ON DESIGN SHEET ??
FOR BARS AND BAR SPCG.
SEE BARRIER RAIL DETAILS
| ABUTMENT BEARING
5j1
5d6
8g3
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
FACE TO FACE OF BARRIER RAIL END SECTIONS
(TYP. FOR 5e1 & 5e4)
6" MAX. CL.
4" MIN. CL.
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
SECTION B-B
TYP.
1" MIN.
6
PVC PIPE
6
PV
C
PIP
E
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:2'-1
SE
E
AB
UT
ME
NT
WI
NG
PIPE
PVC
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
SEE DETAIL "A"
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5h4
5h2
5d9
5d8
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
EM
BE
D.
MI
N.
42 S
PA.
8
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:47 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4508 11x17_pdf.pltcfg
4
6
2
66
1'-
7
| BEAMS
| ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
1'-3 1'-6 1'-6
PART SECTION
| PIER
5e2 5e4
5d3
5e1
5e3
5d4
1'-
7
AT PIER
2'-2
1'-
3
1'-
3
1'-1 1'-1
BEARING
| BEAM
BY BEVELED 2 X 8.
KEYWAY FORMED
| BEAM
| PIER
9
9
1'-8 1'-5
B
B
2'-
4
6
STANDARD SHEET 4508
6'-6 WING EXTENSION
"C" OR "D" BEAMS PART PLAN & LONGIT. SECTION - (L.A.) 0°01'-7°30' SKEW
COIL ROD
ƒ"½x1'-3
(BENT )
COIL ROD 9
ƒ"½x1'-3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4508 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
PVC PIPE
7'-0 ABUTMENT WING
3
EQ.
SP.; 4- 5e1
&
4- 5e3
PAD (9 x 1 x ??? )
NEOPRENE BEARING
RE
VIS
ED 01-12 -
AD
DE
D
FIE
LD
BE
ND 5h4
BA
R
TO
AV
OI
D
PIL
E I
N
AB
UT
ME
NT
WI
NG
NO
TE.
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART END VIEW AT ABUTMENT PART LONGITUDINAL SECTION NEAR GUTTER
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
5d7
8g1
5d2
5d3
4t1
S3`x`7.5
8g1
COIL ROD
b2
5b1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
8g1
4t1
5d5
ELEV. A
ELEV. B
6g4
3
SECTION A-A
"C"
6g4
2† CL.
1'-
9
TOP OF DECK
6a1
5b1 6a1
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
ELEVATIONS
TABLE OF WINGWALL
ELEV. C
THEORETICAL | GRADE
PARALLEL TO THE
SEE DETAIL "C"
ELEV. C
7'-0 BARRIER RAIL END SECTION
5
EQ
UA
L S
PA
CE
S4
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
5k2
5k1
ON DESIGN SHEET ??
FOR BARS AND BAR SPCG.
SEE BARRIER RAIL DETAILS
| ABUTMENT BEARING
5j1
5d6
8g3
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
FACE TO FACE OF BARRIER RAIL END SECTIONS
(TYP. FOR 5e1 & 5e4)
6" MAX. CL.
4" MIN. CL.
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
SECTION B-B
TYP.
1" MIN.
6
PVC PIPE
6
PV
C
PIP
E
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:2'-1
SE
E
AB
UT
ME
NT
WI
NG
PIPE
PVC
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
SEE DETAIL "A"
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5h4
5h2
5d9
5d8
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
EM
BE
D.
MI
N.
42 S
PA.
8
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:48 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4509 11x17_pdf.pltcfg
4
6
2
66
1'-
7
| BEAMS
| ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
1'-31'-6
1'-6
PART SECTION
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5d3
5e1
5e3
5d4
1'-
7
AT PIER
1'-
3
1'-
3
2'-6
BEARING
| BEAM
| BEAM
| PIER
9
9
1'-8
1'-5
B
B
2'-
8
BY BEVELED 2`x`8.
KEYWAY FORMED
9
6
STANDARD SHEET 4509
6'-6 WING EXTENSION
"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.)7°31'-15° SKEW
(BENT )
COIL ROD
ƒ"½x1'-3
3
EQ.
SP. ; 4 - 5e1
&
4 - 5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4509 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
PVC PIPE
7'-0 ABUTMENT WING
PAD (9 x 1 x ??? )
NEOPRENE BEARING
RE
VIS
ED 01-12 -
AD
DE
D
FIE
LD
BE
ND 5h4
BA
R
TO
AV
OI
D
PIL
E I
N
AB
UT
ME
NT
WI
NG
NO
TE.
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART END VIEW AT ABUTMENT PART LONGITUDINAL SECTION NEAR GUTTER
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
5d7
8g1
5d2
5d3
4t1
S3`x`7.5
8g1
COIL ROD
b2
5b1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
8g1
4t1
5d5
ELEV. A
ELEV. B
6g4
3
SECTION A-A
"C"
6g4
2† CL.
1'-
9
TOP OF DECK
6a1
5b1 6a1
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
ELEVATIONS
TABLE OF WINGWALL
ELEV. C
THEORETICAL | GRADE
PARALLEL TO THE
SEE DETAIL "C"
ELEV. C
7'-0 BARRIER RAIL END SECTION
5
EQ
UA
L S
PA
CE
S4
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
5k2
5k1
ON DESIGN SHEET ??
FOR BARS AND BAR SPCG.
SEE BARRIER RAIL DETAILS
| ABUTMENT BEARING
5j1
5d6
8g3
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
FACE TO FACE OF BARRIER RAIL END SECTIONS
(TYP. FOR 5e1 & 5e4)
6" MAX. CL.
4" MIN. CL.
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
SECTION B-B
TYP.
1" MIN.
6
PVC PIPE
6
PV
C
PIP
E
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:2'-1
SE
E
AB
UT
ME
NT
WI
NG
PIPE
PVC
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
SEE DETAIL "A"
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5h4
5h2
5d9
5d8
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
EM
BE
D.
MI
N.
42 S
PA.
8
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:50 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4510 11x17_pdf.pltcfg
4
6
2
66
1'-
7
| BEAMS
1'-3
1'-6 1'-6
| ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-35d3
5e1
5e3
5d4
1'-
7
AT PIER
2'-8
2'-
0
2'-
0
BEARING
| BEAM
BY BEVELED 2 x 8.
KEYWAY FORMED
| BEAM
| PIER
1'-8
1'-5
B
B
2'-
10
9"
9"
9
6
STANDARD SHEET 4510
6'-6 WING EXTENSION
"C" OR "D" BEAMS PART PLAN & LONGIT. SECTION - (L.A.) 15°01'-30° SKEW
(BENT )
COIL ROD
ƒ"½x1'-3
&
4- 5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4510 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
PVC PIPE
7'-0 ABUTMENT WING
3
EQ.
SP.; 4
-̀̀5e1
PAD (9 x 1 x ??? )
NEOPRENE BEARING
RE
VIS
ED 01-12 -
AD
DE
D
FIE
LD
BE
ND 5h4
BA
R
TO
AV
OI
D
PIL
E I
N
AB
UT
ME
NT
WI
NG
NO
TE.
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART END VIEW AT ABUTMENT PART LONGITUDINAL SECTION NEAR GUTTER
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
5d7
8g1
5d2
5d3
4t1
S3`x`7.5
8g1
COIL ROD
b2
5b1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
8g1
4t1
5d5
ELEV. A
ELEV. B
6g4
3
SECTION A-A
"C"
6g4
2† CL.
1'-
9
TOP OF DECK
6a1
5b1 6a1
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
ELEVATIONS
TABLE OF WINGWALL
ELEV. C
THEORETICAL | GRADE
PARALLEL TO THE
SEE DETAIL "C"
ELEV. C
7'-0 BARRIER RAIL END SECTION
5
EQ
UA
L S
PA
CE
S4
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
5k2
5k1
ON DESIGN SHEET ??
FOR BARS AND BAR SPCG.
SEE BARRIER RAIL DETAILS
| ABUTMENT BEARING
5j1
5d6
8g3
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
FACE TO FACE OF BARRIER RAIL END SECTIONS
(TYP. FOR 5e1 & 5e4)
6" MAX. CL.
4" MIN. CL.
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
SECTION B-B
TYP.
1" MIN.
6
PVC PIPE
6
PV
C
PIP
E
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:2'-1
SE
E
AB
UT
ME
NT
WI
NG
PIPE
PVC
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
SEE DETAIL "A"
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5h4
5h2
5d9
5d8
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
EM
BE
D.
MI
N.
42 S
PA.
8
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:51 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4511 11x17_pdf.pltcfg
4
6
2
66
BEARING
| BEAM
BY BEVELED 2 x 8.
KEYWAY FORMED
| BEAM
| PIER
9
9
1'-8 1'-5 B
B
2'-
4
PART SECTION
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5d3
5e1
5e3
5d4
1'-
7
AT PIER
2'-2
1'-
3
1'-
3
1'-1 1'-1
1'-
7
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
1'-3 1'-6 1'-6
| BEAMS
| ABUT. BRG.
9
6
STANDARD SHEET 4511
6'-6 WING EXTENSION
"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 0°01'-7°30' SKEW
(BENT )
COIL ROD
ƒ"½x1'-3
3
EQ.
SP.; 4- 5e1
&
4- 5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4511 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
PVC PIPE
7'-0 ABUTMENT WING
PAD (9 x 1 x ??? )
NEOPRENE BEARING
RE
VIS
ED 01-12 -
AD
DE
D
FIE
LD
BE
ND 5h4
BA
R
TO
AV
OI
D
PIL
E I
N
AB
UT
ME
NT
WI
NG
NO
TE.
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART END VIEW AT ABUTMENT PART LONGITUDINAL SECTION NEAR GUTTER
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
5d7
8g1
5d2
5d3
4t1
S3`x`7.5
8g1
COIL ROD
b2
5b1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
8g1
4t1
5d5
ELEV. A
ELEV. B
6g4
3
SECTION A-A
"C"
6g4
2† CL.
1'-
9
TOP OF DECK
6a1
5b1 6a1
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
ELEVATIONS
TABLE OF WINGWALL
ELEV. C
THEORETICAL | GRADE
PARALLEL TO THE
SEE DETAIL "C"
ELEV. C
7'-0 BARRIER RAIL END SECTION
5
EQ
UA
L S
PA
CE
S4
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
5k2
5k1
ON DESIGN SHEET ??
FOR BARS AND BAR SPCG.
SEE BARRIER RAIL DETAILS
| ABUTMENT BEARING
5j1
5d6
8g3
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
FACE TO FACE OF BARRIER RAIL END SECTIONS
(TYP. FOR 5e1 & 5e4)
6" MAX. CL.
4" MIN. CL.
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
SECTION B-B
TYP.
1" MIN.
6
PVC PIPE
6
PV
C
PIP
E
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:2'-1
SE
E
AB
UT
ME
NT
WI
NG
PIPE
PVC
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
SEE DETAIL "A"
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5h4
5h2
5d9
5d8
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
EM
BE
D.
MI
N.
42 S
PA.
8
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:52 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4512 11x17_pdf.pltcfg
4
6
2
66
1'-
7
| BEAMS | ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
1'-31'-6
1'-6
PART SECTION
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5d3
5e1
5e3
5d4
1'-
7
AT PIER
1'-
3
1'-
3
2'-6
BEARING
| BEAM
| BEAM
| PIER
B
B
2'-
8
BY BEVELED 2 X 8.
KEYWAY FORMED
9
9
1'-8 1'-5
STANDARD SHEET 4512
6'-6 WING EXTENSION
"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 7°31'-15° SKEW
(BENT 6 )
COIL ROD 9
ƒ"½x1'-3
3
EQ. S
P. ; 4
- 5e1
&
4 - 5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4512 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
PVC PIPE
7'-0 ABUTMENT WING
PAD (9 x 1 x ??? )
NEOPRENE BEARING
RE
VIS
ED 01-12 -
AD
DE
D
FIE
LD
BE
ND 5h4
BA
R
TO
AV
OI
D
PIL
E I
N
AB
UT
ME
NT
WI
NG
NO
TE.
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART END VIEW AT ABUTMENT PART LONGITUDINAL SECTION NEAR GUTTER
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
5d7
8g1
5d2
5d3
4t1
S3`x`7.5
8g1
COIL ROD
b2
5b1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
8g1
4t1
5d5
ELEV. A
ELEV. B
6g4
3
SECTION A-A
"C"
6g4
2† CL.
1'-
9
TOP OF DECK
6a1
5b1 6a1
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
ELEVATIONS
TABLE OF WINGWALL
ELEV. C
THEORETICAL | GRADE
PARALLEL TO THE
SEE DETAIL "C"
ELEV. C
7'-0 BARRIER RAIL END SECTION
5
EQ
UA
L S
PA
CE
S4
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
5k2
5k1
ON DESIGN SHEET ??
FOR BARS AND BAR SPCG.
SEE BARRIER RAIL DETAILS
| ABUTMENT BEARING
5j1
5d6
8g3
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
FACE TO FACE OF BARRIER RAIL END SECTIONS
(TYP. FOR 5e1 & 5e4)
6" MAX. CL.
4" MIN. CL.
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
SECTION B-B
TYP.
1" MIN.
6
PVC PIPE
6
PV
C
PIP
E
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:2'-1
SE
E
AB
UT
ME
NT
WI
NG
PIPE
PVC
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
SEE DETAIL "A"
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5h4
5h2
5d9
5d8
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
EM
BE
D.
MI
N.
42 S
PA.
8
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:53 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4513 11x17_pdf.pltcfg
4
6
2
66
1'-
7
| BEAMS | ABUT. BRG.
1'-
7
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5d3
5e1
5e3
5d4
1'-
7
AT PIER
2'-
0
2'-
0
2'-8
1'-3
1'-6
1'-6
BEARING
| BEAM
BY BEVELED 2 x 8.
KEYWAY FORMED
| BEAM
| PIER
B
B
2'-
10
9
9
1'-8
1'-5
9
6
STANDARD SHEET 4513
6'-6 WING EXTENSION
"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 15°01'-30° SKEW
(BENT )
COIL ROD
ƒ"½x1'-3
&
4- 5e3
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4513 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
PVC PIPE
PVC PIPE
7'-0 ABUTMENT WING
3
EQ. S
P.; 4
-̀̀5e1
PAD (9 x 1 x ??? )
NEOPRENE BEARING
RE
VIS
ED 01-12 -
AD
DE
D
FIE
LD
BE
ND 5h4
BA
R
TO
AV
OI
D
PIL
E I
N
AB
UT
ME
NT
WI
NG
NO
TE.
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART END VIEW AT ABUTMENT PART LONGITUDINAL SECTION NEAR GUTTER
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
5d7
8g1
5d2
5d3
4t1
S3`x`7.5
8g1
COIL ROD
b2
5b1
5d2 5e1
5d4 5d3
5e3
| BEARINGS | PIER
9 9
1'-6
8g1
4t1
5d5
ELEV. A
ELEV. B
6g4
3
SECTION A-A
"C"
6g4
2† CL.
1'-
9
TOP OF DECK
6a1
5b1 6a1
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
ELEVATIONS
TABLE OF WINGWALL
ELEV. C
THEORETICAL | GRADE
PARALLEL TO THE
SEE DETAIL "C"
ELEV. C
7'-0 BARRIER RAIL END SECTION
5
EQ
UA
L S
PA
CE
S4
SPACED @ 2'-0
INDENTATION
1 x 8 x 0'-8
5k2
5k1
ON DESIGN SHEET ??
FOR BARS AND BAR SPCG.
SEE BARRIER RAIL DETAILS
| ABUTMENT BEARING
5j1
5d6
8g3
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
FACE TO FACE OF BARRIER RAIL END SECTIONS
(TYP. FOR 5e1 & 5e4)
6" MAX. CL.
4" MIN. CL.
PART PLAN
TOP OF PIER DETAILS
‚
| PIER
JOINT FILLER.
‚" PREFORMED EXPANSION
SECTION B-B
TYP.
1" MIN.
6
PVC PIPE
6
PV
C
PIP
E
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:2'-1
SE
E
AB
UT
ME
NT
WI
NG
PIPE
PVC
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
„" RADIUS
DETAIL "C"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
BEARINGS
| BEAM
BEARINGS
| BEAM
SEE DETAIL "A"
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5h4
5h2
5d9
5d8
**6
DIMENSION
| BEAM BEARING
** END OF BEAM TO
EM
BE
D.
MI
N.
42 S
PA.
8
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
ABUT. &`PIER DIAPHRAGM DETAILS
6/26/2015 1:13:54 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4514 11x17_pdf.pltcfg
0 0 0 0 0 0 0
STANDARD SHEET 4514
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4514 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
11
5d1
D=2•
5e3
5e2
D=2•6•
2'-5
2'-
7
5d5
D=2•
1'-61'-8
1'-8
INTERGAL ABUT. "A", "B" BEAMS - BAR LIST & SUPER. DETAILS - 0° SKEW
3'-6
2'-9
1'-8 1'-81'-6
2'-7
1'-5
3'-4…
4'-2
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TOP OF DECK
1•
2•" C
L.
1" C
L.
LONGITUDINAL REINFORCING.
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
NAILED TO HEADER
BEVELED 1•x3
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
5b1
b2
REINFORCING STEEL - TOTAL (LBS.)
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
8g3
6 6 6 6
5e4
LOCATION
TOTAL (CU. YDS.)
D=8
12'-0
6
6
2'-
2
5p1 2'-7
4t1
D=2
11•
11•
11•
11•
38'-6
1'-10
DECK LONGIT. TOP & BOTT.
1'-4• 1'
-4•
D=2•D=2•
D=2•
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
#2 PILE SPIRAL
DECK LONGIT. TOP AT PIERS
3'-
3
QUANTITY
SPIRAL SPACERS, L‡ x ‡ x „ x 0.70
1'-
0
1'-0 5k1
1'-
0
3'-9
D=2•D=2•1'-
5
5k2
1'-
0
1'-0
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
5h2 ABUT. TO WING ANCHOR
5e4
5e3
5e2
5e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
5d5
5d4
5d3
5d2
5d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
8g3
8g1
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS 10'-6
UNDER BEAMS AT ABUTMENTS4t1
15'-3
TOP OF DECK TRANSV. (AT RAIL) 6'-3
56
5k1 4'-9PAVING NOTCH
5k2 PAVING NOTCH 3'-5
5d6
5d7 PAVING NOTCH LONGIT.
8f1
8
36
ABUT. DIAPH. LONGIT. B.F.
NO
N-
CO
AT
ED
ABUT. FOOTING LONGIT. BOTH F.
ABUT. VERT. BOTH F.
5p1
5j1
12 5'-0 63
16
4'-11 287
6 6
5e1
D=2•
5e5
5e5 PIER DIAPH. HOOPS EXPANSION PIER
CONCRETE PLACEMENT DIAGRAM
DECK CONSTRUCTION JOINT
PERMISSIBLE TRANSVERSE
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
DECK, ABUT. &`DIAPH. QUANTITIES
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.
6/26/2015 1:13:55 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4515 11x17_pdf.pltcfg
0 0 0 0 0 0 0
STANDARD SHEET 4515
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
5p2
1'-5
D=6
8f1
1'-5
D=2•
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4515 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
5p2 ABUT. HOOPS AT ENDS 8
5d6 & 5d7
1'-5
6 THUS
6 THUS 5d5
1'-0D=2•
2'-
7
11
5d1
D=2•
5e3
5e2
D=2•6•
1'-6
INTERGAL ABUT. "A", "B" BEAMS - BAR LIST & SUPER. DETAILS - 0°01' - 7°30' SKEW
3'-8
2'-9
1'-10 1'-10
1'-10
1'-10
1'-6
2'-7
4'-2
1'-5
3'-4…
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TOP OF DECK
1•
2•" C
L.
1" C
L.
LONGITUDINAL REINFORCING.
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
NAILED TO HEADER
BEVELED 1•x3
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
5b1
b2
REINFORCING STEEL - TOTAL (LBS.)
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
8g3
6 6 6 6
5e4
LOCATION
TOTAL (CU. YDS.)
D=8
12'-0
6
6
2'-
2
5p1 2'-7
4t1
D=2
11•
11•
11•
11•
38'-6
1'-10
DECK LONGIT. TOP & BOTT.
1'-4• 1'
-4•
D=2•D=2•
D=2•
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
#2 PILE SPIRAL
DECK LONGIT. TOP AT PIERS
3'-
3
QUANTITY
SPIRAL SPACERS, L‡ x ‡ x „ x 0.70
1'-
0
1'-0 5k1
1'-
0
3'-9
D=2•D=2•1'-
5
5k2
1'-
0
1'-0
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
5h2 ABUT. TO WING ANCHOR
5e4
5e3
5e2
5e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
5d5
5d4
5d3
5d2
5d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
8g3
8g1
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS 10'-6
UNDER BEAMS AT ABUTMENTS4t1
15'-3
TOP OF DECK TRANSV. (AT RAIL) 6'-3
56
5k1 4'-9PAVING NOTCH
5k2 PAVING NOTCH 3'-5
5d6
5d7 PAVING NOTCH LONGIT.
8f1
8
36
ABUT. DIAPH. LONGIT. B.F.
NO
N-
CO
AT
ED
ABUT. FOOTING LONGIT. BOTH F.
ABUT. VERT. BOTH F.
5p1
5j1
12 5'-0 63
16
4'-11 287
6 6
5e1
D=2•
5e5
5e5 PIER DIAPH. HOOPS EXPANSION PIER
CONCRETE PLACEMENT DIAGRAM
DECK CONSTRUCTION JOINT
PERMISSIBLE TRANSVERSE
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
DECK, ABUT. &`DIAPH. QUANTITIES
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.
6/26/2015 1:13:56 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4516 11x17_pdf.pltcfg
0 0 0 0 0 0 0
STANDARD SHEET 4516
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
5p2
ABUT. HOOPS AT ENDS 85p2
1'-5
D=6
8f1
1'-5
D=2•
6a2 DECK TRANSV. TOP ENDS VARIES
VARIESDECK TRANSV. BOTT. ENDS6a3
5d4
1'-10 1'-10
D=2•
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4516 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
5d6 & 5d7
1'-5
6 THUS
6 THUS 5d5
1'-0D=2•
2'-
7
11
5d1
D=2•
5e3
5e2
D=2•6•
INTERGAL ABUT. "A", "B" BEAMS - BAR LIST & SUPER. DETAILS - 7°31' - 15° SKEW
3'-3
2'-11
2'-2 2'-2
2'-2
1'-10
1'-10
1'-6
3'-5…
4'-3
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TOP OF DECK
1•
2•" C
L.
1" C
L.
LONGITUDINAL REINFORCING.
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
NAILED TO HEADER
BEVELED 1•x3
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
5b1
b2
REINFORCING STEEL - TOTAL (LBS.)
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
8g3
6 6 6 6
5e4
LOCATION
TOTAL (CU. YDS.)
D=8
12'-0
6
6
2'-
2
5p1 2'-7
4t1
D=2
11•
11•
11•
11•
38'-6
1'-10
DECK LONGIT. TOP & BOTT.
1'-4• 1'
-4•
D=2•D=2•
D=2•
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
#2 PILE SPIRAL
DECK LONGIT. TOP AT PIERS
3'-
3
QUANTITY
SPIRAL SPACERS, L‡ x ‡ x „ x 0.70
1'-
0
1'-0 5k1
1'-
0
3'-9
D=2•D=2•1'-
5
5k2
1'-
0
1'-0
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
5h2 ABUT. TO WING ANCHOR
5e4
5e3
5e2
5e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
5d5
5d4
5d3
5d2
5d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
8g3
8g1
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS 10'-6
UNDER BEAMS AT ABUTMENTS4t1
15'-3
TOP OF DECK TRANSV. (AT RAIL) 6'-3
56
5k1 4'-9PAVING NOTCH
5k2 PAVING NOTCH 3'-5
5d6
5d7 PAVING NOTCH LONGIT.
8f1
8
36
ABUT. DIAPH. LONGIT. B.F.
NO
N-
CO
AT
ED
ABUT. FOOTING LONGIT. BOTH F.
ABUT. VERT. BOTH F.
5p1
5j1
12 5'-0 63
16
4'-11 287
6 6
5e1
D=2•
5e5
5e5 PIER DIAPH. HOOPS EXPANSION PIER
CONCRETE PLACEMENT DIAGRAM
DECK CONSTRUCTION JOINT
PERMISSIBLE TRANSVERSE
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
DECK, ABUT. &`DIAPH. QUANTITIES
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.
6/26/2015 1:13:58 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4517 11x17_pdf.pltcfg
0 0 0 0 0 0 0
STANDARD SHEET 4517
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
5p2
ABUT. HOOPS AT ENDS 85p2
1'-5
D=6
8f1
1'-5
D=2•
6a2 DECK TRANSV. TOP ENDS VARIES
VARIESDECK TRANSV. BOTT. ENDS6a3
5d4
1'-10 1'-10
D=2•
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4517 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
5d6 & 5d7
1'-5
6 THUS
6 THUS 5d5
1'-0D=2•
2'-
7
11
5d1
D=2•
5e3
5e2
D=2•6•
INTERGAL ABUT. "A", "B" BEAMS - BAR LIST & SUPER. DETAILS - 15°01' - 30° SKEW
3'-5
2'-4 2'-4
2'-4
1'-8
3'-7…
4'-5
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TOP OF DECK
1•
2•" C
L.
1" C
L.
LONGITUDINAL REINFORCING.
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
NAILED TO HEADER
BEVELED 1•x3
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
5b1
b2
REINFORCING STEEL - TOTAL (LBS.)
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
8g3
6 6 6 6
5e4
LOCATION
TOTAL (CU. YDS.)
D=8
12'-0
6
6
2'-
2
5p1 2'-7
4t1
D=2
11•
11•
11•
11•
38'-6
1'-10
DECK LONGIT. TOP & BOTT.
1'-4• 1'
-4•
D=2•D=2•
D=2•
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
#2 PILE SPIRAL
DECK LONGIT. TOP AT PIERS
3'-
3
QUANTITY
SPIRAL SPACERS, L‡ x ‡ x „ x 0.70
1'-
0
1'-0 5k1
1'-
0
3'-9
D=2•D=2•1'-
5
5k2
1'-
0
1'-0
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
5h2 ABUT. TO WING ANCHOR
5e4
5e3
5e2
5e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
5d5
5d4
5d3
5d2
5d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
8g3
8g1
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS 10'-6
UNDER BEAMS AT ABUTMENTS4t1
15'-3
TOP OF DECK TRANSV. (AT RAIL) 6'-3
56
5k1 4'-9PAVING NOTCH
5k2 PAVING NOTCH 3'-5
5d6
5d7 PAVING NOTCH LONGIT.
8f1
8
36
ABUT. DIAPH. LONGIT. B.F.
NO
N-
CO
AT
ED
ABUT. FOOTING LONGIT. BOTH F.
ABUT. VERT. BOTH F.
5p1
5j1
12 5'-0 63
16
4'-11 287
6 6
5e1
D=2•
5e5
5e5 PIER DIAPH. HOOPS EXPANSION PIER
CONCRETE PLACEMENT DIAGRAM
DECK CONSTRUCTION JOINT
PERMISSIBLE TRANSVERSE
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
DECK, ABUT. &`DIAPH. QUANTITIES
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.
6/26/2015 1:13:59 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4518 11x17_pdf.pltcfg
0 0 0 0 0 0 0
STANDARD SHEET 4518
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
1'-8
6'-2
7'-8
16
10'-2
8'-8
434
370
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4518 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
11
5d1
D=2•
5e3
5e2
D=2•6•
2'-5
2'-
7
5d5
D=2•
1'-6
1'-8
1'-8
INTERGAL ABUT. "C", "D" BEAMS - BAR LIST & SUPER. DETAILS - 0° SKEW
3'-6
2'-9
1'-81'-6
2'-7
1'-10
3'-9…
4'-7
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TOP OF DECK
1•
2•" C
L.
1" C
L.
LONGITUDINAL REINFORCING.
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
NAILED TO HEADER
BEVELED 1•x3
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
5b1
b2
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
REINFORCING STEEL - TOTAL (LBS.)
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
8g3
6 6 6 6
5e4
LOCATION
TOTAL (CU. YDS.)
D=8
12'-0
6
6
2'-
2
5p1 2'-7
4t1
D=2
11•
11•
11•
11•
UNDER BEAMS AT ABUTMENTS4t1
38'-6
1'-10
DECK LONGIT. TOP & BOTT.
1'-4• 1'
-4•
D=2•D=2•
D=2•
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
#2 PILE SPIRAL
DECK LONGIT. TOP AT PIERS
3'-
9
QUANTITY
SPIRAL SPACERS, L‡ x ‡ x „ x 0.70
1'-
0
1'-0
5k1
1'-
0
3'-9
D=2•
D=2•1'-5
5k2
1'-
0
1'-0
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
8f3
8f4
D=62'-
6
3'-03
'-0
8
6p3
D=4•2'-
7„
2'-
7„
1'-6„1'-6„
3'-8‚
5p22'-8
NO
N-
CO
AT
ED
5d6
5d7 PAVING NOTCH LONGIT.
8f1
5e4
5e3
5e2
5e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
5d5
5d4
5d3
5d2
5d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
5p1
8g3
8g1
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS 10'-6
8
36
ABUT. DIAPH. LONGIT. B.F.
15'-9
TOP OF DECK TRANSV. (AT RAIL) 6'-3
5k1 4'-9PAVING NOTCH
5k2 PAVING NOTCH 3'-5
6p3 ABUT. BOTT. AT PILES 6'-8
5d8
10'-8
8f3 ABUT. EXTENSION LONGIT.
ABUT. EXTENSION LONGIT.8f4
16
6g4 ABUT. DIAPH. WING EXT. VERT. 40
ABUT. TO WING ANCHOR
5p2 ABUT. EXTENSION HOOPS 24 10'-8 267
ABUT. VERT. BOTH F.
ABUT. FOOTING LONGIT. BOTH F.
5d9
24
24
10'-9ABUT. DIAPH. WING EXT. LONGIT.
ABUT. DIAPH. WING EXT. LONGIT.
269
267
2'-9„ 7'-11
5‚
D=3ƒ
5d8
ABUT. TO WING ANCHOR
5h4
5h2
12
12
2'-9„
5‚
D=3ƒ
5h4
2'-1
62
62
5j1
12
16
5'-0 63
5e5 PIER DIAPH. HOOPS EXPANSION PIER
6 6
5e1
D=2•
5e5
2'-10
2'-10
4'-11
4'-11
CONCRETE PLACEMENT DIAGRAM
DECK CONSTRUCTION JOINT
PERMISSIBLE TRANSVERSE
DECK, ABUT. &`DIAPH. QUANTITIES
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.
6/26/2015 1:14:00 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4519 11x17_pdf.pltcfg
0 0 0 0 0 0 0
STANDARD SHEET 4519
1'-6
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
1'-6
D=6
8f1
1'-5
D=2•
5p4 ABUT. HOOPS AT ENDS 8
8
8
ABUT. EXTENSION LONGIT.8f5
1'-10
8f5
5p4
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4519 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
1'-5
6 THUS
6 THUS 5d5
1'-0D=2•
2'-
7
11
5d1
D=2•
5e3
5e2
D=2•6•
1'-6
INTERGAL ABUT. "C", "D" BEAMS - BAR LIST & SUPER. DETAILS - 0°01' - 7°30' SKEW
3'-8
1'-10
1'-10
1'-10
2'-7
2'-11
5d6
4'-7
1'-10
3'-9…
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TOP OF DECK
1•
2•" C
L.
1" C
L.
LONGITUDINAL REINFORCING.
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
NAILED TO HEADER
BEVELED 1•x3
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
5b1
b2
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
REINFORCING STEEL - TOTAL (LBS.)
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
8g3
6 6 6 6
5e4
LOCATION
TOTAL (CU. YDS.)
D=8
12'-0
6
6
2'-
2
5p1 2'-7
4t1
D=2
11•
11•
11•
11•
UNDER BEAMS AT ABUTMENTS4t1
38'-6
1'-10
DECK LONGIT. TOP & BOTT.
1'-4• 1'
-4•
D=2•D=2•
D=2•
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
#2 PILE SPIRAL
DECK LONGIT. TOP AT PIERS
3'-
9
QUANTITY
SPIRAL SPACERS, L‡ x ‡ x „ x 0.70
1'-
0
1'-0
5k1
1'-
0
3'-9
D=2•
D=2•1'-5
5k2
1'-
0
1'-0
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
8f3
8f4
D=62'-
6
3'-03
'-0
8
6p3
D=4•2'-
7„
2'-
7„
1'-6„1'-6„
3'-8‚
5p22'-8
NO
N-
CO
AT
ED
5d6
5d7 PAVING NOTCH LONGIT.
8f1
5e4
5e3
5e2
5e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
5d5
5d4
5d3
5d2
5d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
5p1
8g3
8g1
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS 10'-6
8
36
ABUT. DIAPH. LONGIT. B.F.
15'-9
TOP OF DECK TRANSV. (AT RAIL) 6'-3
5k1 4'-9PAVING NOTCH
5k2 PAVING NOTCH 3'-5
6p3 ABUT. BOTT. AT PILES 6'-8
5d8
10'-8
8f3 ABUT. EXTENSION LONGIT.
ABUT. EXTENSION LONGIT.8f4
16
6g4 ABUT. DIAPH. WING EXT. VERT. 40
ABUT. TO WING ANCHOR
5p2 ABUT. EXTENSION HOOPS 24 10'-8 267
ABUT. VERT. BOTH F.
ABUT. FOOTING LONGIT. BOTH F.
5d9
24
24
10'-9ABUT. DIAPH. WING EXT. LONGIT.
ABUT. DIAPH. WING EXT. LONGIT.
269
267
2'-9„ 7'-11
5‚
D=3ƒ
5d8
ABUT. TO WING ANCHOR
5h4
5h2
12
12
2'-9„
5‚
D=3ƒ
5h4
2'-1
62
62
5j1
12
16
5'-0 63
5e5 PIER DIAPH. HOOPS EXPANSION PIER
6 6
5e1
D=2•
5e5
2'-10
2'-10
4'-11
4'-11
CONCRETE PLACEMENT DIAGRAM
DECK CONSTRUCTION JOINT
PERMISSIBLE TRANSVERSE
DECK, ABUT. &`DIAPH. QUANTITIES
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.
6/26/2015 1:14:01 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4520 11x17_pdf.pltcfg
0 0 0 0 0 0 0
STANDARD SHEET 4520
BENT BAR DETAILS
5p4 ABUT. HOOPS AT ENDS 8
8
8
ABUT. EXTENSION LONGIT.8f5
8f5
5p4
2'-21'-10
6a2
6a3
DECK TRANSV. TOP ENDS
DECK TRANSV. BOTT. ENDS
VARIES
VARIES
5d4
1'-10 1'-10
D=2•
1'-5
D=2•
1'-6
D=6
8f1
`DIAMETER.
`OUT. D = PIN
`ARE OUT TO
NOTE: ALL DIMENSIONS
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4520 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
1'-5
6 THUS
6 THUS 5d5
1'-0D=2•
2'-
7
11
5d1
D=2•
5e3
5e2
D=2•6•
INTERGAL ABUT. "C", "D" BEAMS - BAR LIST & SUPER. DETAILS - 7°31' - 15° SKEW
3'-3
2'-11
2'-22'-2
1'-10
5d6
1'-11
3'-10…
4'-8
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TOP OF DECK
1•
2•" C
L.
1" C
L.
LONGITUDINAL REINFORCING.
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
NAILED TO HEADER
BEVELED 1•x3
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
5b1
b2
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
REINFORCING STEEL - TOTAL (LBS.)
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
8g3
6 6 6 6
5e4
LOCATION
TOTAL (CU. YDS.)
D=8
12'-0
6
6
2'-
2
5p1 2'-7
4t1
D=2
11•
11•
11•
11•
UNDER BEAMS AT ABUTMENTS4t1
38'-6
1'-10
DECK LONGIT. TOP & BOTT.
1'-4• 1'
-4•
D=2•D=2•
D=2•
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
#2 PILE SPIRAL
DECK LONGIT. TOP AT PIERS
3'-
9
QUANTITY
SPIRAL SPACERS, L‡ x ‡ x „ x 0.70
1'-
0
1'-0
5k1
1'-
0
3'-9
D=2•
D=2•1'-5
5k2
1'-
0
1'-0
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
8f3
8f4
D=62'-
6
3'-03
'-0
8
6p3
D=4•2'-
7„
2'-
7„
1'-6„1'-6„
3'-8‚
5p22'-8
NO
N-
CO
AT
ED
5d6
5d7 PAVING NOTCH LONGIT.
8f1
5e4
5e3
5e2
5e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
5d5
5d4
5d3
5d2
5d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
5p1
8g3
8g1
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS 10'-6
8
36
ABUT. DIAPH. LONGIT. B.F.
15'-9
TOP OF DECK TRANSV. (AT RAIL) 6'-3
5k1 4'-9PAVING NOTCH
5k2 PAVING NOTCH 3'-5
6p3 ABUT. BOTT. AT PILES 6'-8
5d8
10'-8
8f3 ABUT. EXTENSION LONGIT.
ABUT. EXTENSION LONGIT.8f4
16
6g4 ABUT. DIAPH. WING EXT. VERT. 40
ABUT. TO WING ANCHOR
5p2 ABUT. EXTENSION HOOPS 24 10'-8 267
ABUT. VERT. BOTH F.
ABUT. FOOTING LONGIT. BOTH F.
5d9
24
24
10'-9ABUT. DIAPH. WING EXT. LONGIT.
ABUT. DIAPH. WING EXT. LONGIT.
269
267
2'-9„ 7'-11
5‚
D=3ƒ
5d8
ABUT. TO WING ANCHOR
5h4
5h2
12
12
2'-9„
5‚
D=3ƒ
5h4
2'-1
62
62
5j1
12
16
5'-0 63
5e5 PIER DIAPH. HOOPS EXPANSION PIER
6 6
5e1
D=2•
5e5
2'-10
2'-10
4'-11
4'-11
CONCRETE PLACEMENT DIAGRAM
DECK CONSTRUCTION JOINT
PERMISSIBLE TRANSVERSE
DECK, ABUT. &`DIAPH. QUANTITIES
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.
6/26/2015 1:14:02 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishIntegralBridges.dgn 4521 11x17_pdf.pltcfg
0 0 0 0 0 0 0
STANDARD SHEET 4521
BENT BAR DETAILS
5p4 ABUT. HOOPS AT ENDS 8
8
8
ABUT. EXTENSION LONGIT.8f5
8f5
5p4
2'-4
6a2
6a3 DECK TRANSV. BOTT. ENDS
DECK TRANSV. TOP ENDS VARIES
VARIES
5d4
1'-10 1'-10
D=2•
1'-5
D=2•
1'-6
D=6
8f1
`DIAMETER.
`OUT. D = PIN
`ARE OUT TO
NOTE: ALL DIMENSIONS
EN
GLIS
HI
NT
EG
RA
LB
RI
DG
ES.D
GN 4521 -
THIS
SH
EE
T
RE
DR
AW
N 9-8-88
1'-5
6 THUS
6 THUS 5d5
1'-0D=2•
2'-
7
11
5d1
D=2•
5e3
5e2
D=2•6•
INTERGAL ABUT. "C", "D" BEAMS - BAR LIST & SUPER. DETAILS - 15°01' - 30° SKEW
3'-5
2'-42'-4
5d6
2'-2
4'-1…
4'-11
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
TOP OF DECK
1•
2•" C
L.
1" C
L.
LONGITUDINAL REINFORCING.
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
NAILED TO HEADER
BEVELED 1•x3
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
5b1
b2
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
REINFORCING STEEL - TOTAL (LBS.)
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
8g3
6 6 6 6
5e4
LOCATION
TOTAL (CU. YDS.)
D=8
12'-0
6
6
2'-
2
5p1 2'-7
4t1
D=2
11•
11•
11•
11•
UNDER BEAMS AT ABUTMENTS4t1
38'-6
1'-10
DECK LONGIT. TOP & BOTT.
1'-4• 1'
-4•
D=2•D=2•
D=2•
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
#2 PILE SPIRAL
DECK LONGIT. TOP AT PIERS
3'-
9
QUANTITY
SPIRAL SPACERS, L‡ x ‡ x „ x 0.70
1'-
0
1'-0
5k1
1'-
0
3'-9
D=2•
D=2•1'-5
5k2
1'-
0
1'-0
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
8f3
8f4
D=62'-
6
3'-03
'-0
8
6p3
D=4•2'-
7„
2'-
7„
1'-6„1'-6„
3'-8‚
5p22'-8
NO
N-
CO
AT
ED
5d6
5d7 PAVING NOTCH LONGIT.
8f1
5e4
5e3
5e2
5e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
5d5
5d4
5d3
5d2
5d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
5p1
8g3
8g1
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS 10'-6
8
36
ABUT. DIAPH. LONGIT. B.F.
15'-9
TOP OF DECK TRANSV. (AT RAIL) 6'-3
5k1 4'-9PAVING NOTCH
5k2 PAVING NOTCH 3'-5
6p3 ABUT. BOTT. AT PILES 6'-8
5d8
10'-8
8f3 ABUT. EXTENSION LONGIT.
ABUT. EXTENSION LONGIT.8f4
16
6g4 ABUT. DIAPH. WING EXT. VERT. 40
ABUT. TO WING ANCHOR
5p2 ABUT. EXTENSION HOOPS 24 10'-8 267
ABUT. VERT. BOTH F.
ABUT. FOOTING LONGIT. BOTH F.
5d9
24
24
10'-9ABUT. DIAPH. WING EXT. LONGIT.
ABUT. DIAPH. WING EXT. LONGIT.
269
267
2'-9„ 7'-11
5‚
D=3ƒ
5d8
ABUT. TO WING ANCHOR
5h4
5h2
12
12
2'-9„
5‚
D=3ƒ
5h4
2'-1
62
62
5j1
12
16
5'-0 63
5e5 PIER DIAPH. HOOPS EXPANSION PIER
6 6
5e1
D=2•
5e5
2'-10
2'-10
4'-11
4'-11
CONCRETE PLACEMENT DIAGRAM
DECK CONSTRUCTION JOINT
PERMISSIBLE TRANSVERSE
DECK, ABUT. &`DIAPH. QUANTITIES
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.