HM
2078.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
STANDARD SHEET M2078"A" or "B" - INTEGRAL ABUT. DETAILS - 0^ SKEW
PILE SPACES @
p1 f1 f1
f2 f2
1370
f2 MIN. LAP
f1 MIN. LAP300 300 300 300
1130
460
460
920
ABUTMENT PILE PLAN
| ABUT. BRG. &
| PILES
BACK FACE
OF ABUTMENT
TYP. p1 DOUBLE
HOOP SPACING
| APPROACH ROADWAY
g1
h2
g1
g1
d5
d5
h2
t1
| ABUT. BRG.
SAME SPACING BETWEEN BEAMS
BEAM SPACES @
4 EQ. SP.
TYP.
g2 g2
g3
460
460
920
75330 330
380 380
75
= 405= 405
PART SECTION A-A
k2
k1
2 EQ.
SP.
2 EQ.
SP.
GUTTER
LINE
GUTTER
LINE
d6 ( MIN. LAP
AT | = 630 mm‘)
þÿ�1�9� �m
�m
�
CO
IL R
OD
FIELD
BEND
d7 ( MIN.LAP
AT | = 630 mm‘)
S75 x 11
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACEd2 & d3
B
B
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. L
ON
GIT
. B
AR
S 5
0‘m
m C
LE
AR
AN
CE
OF
WIN
GS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:27 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
g1 t1
LEVEL
ROADWAY
LEVEL
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A
a
AB
UT
.
AB
UT
.
33
0
h2
480 480
33
0
TO
P O
F P
IL
E
75
CL
.
FIELD
BEND
t1
p1
d3
d2 d6
COIL
ROD
h2
d7
f1 f2
g2 M
IN
. E
MB
ED
.
g1 M
IN
. E
MB
ED
.
380
600
460 460
920
620
93
0
38
0
380
65 CL.
PART SECTION B-B
65 CL.
g2
g1
g3
TOP OF SLAB
a1
PROVIDE 25‘mm
CHAMFER
S75‘x‘11
k1
k2
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22 x 22 x 3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
COIL
ROD
S75‘x‘11
TOP OF
SLAB
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
KEYWAY FORMED BY NOMINAL
BEVELED 50‘x‘200
A A
b1
ELEV.
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
ABUT.ABUT.
TABLE OF ABUTMENT
ELEVATIONS
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
. .
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
600
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
STEP
a
ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
DE
PT
H
330 C
ON
ST
AN
T
HM
2079.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
STANDARD SHEET M2079"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - ( L.A. ) 0^01’-7^30’ SKEW
PILE SPACES @
p1
| PILE
p2
f1
f1
f2
f2
p2
f2 MIN. LAP
1370f1 MIN. LAP
920 460
460
1130
300
480
300300300 300
480
ABUTMENT PILE PLAN
| ABUT. BRG.
& | PILES
BACK FACE
OF ABUTMENT
GUTTER
LINE
HOOP SPACING
TYP. pl DOUBLE
| APPROACH ROADWAY
g1
d5
h2
g2
g3
g1
| ABUT. BRG.
t1
TYP.
g2
BEAM SPACES @ SAME SPACING BETWEEN BEAMS
4 EQ. SP.
g1
d5
h2
75
380 380
480
75
= 405
480
380
=405
330
PART SECTION A-A
k2
2 EQ.
SP.
2 EQ.
SP.
k1
GUTTER
LINE
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
NOTE:
SHIFT g2 BARS IN F.F. AS NECESSARY
TO MISS BEAMS. PLACE g3 BARS
PARALLEL TO LONGIT. STEEL.
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACES75 x 11
d6 ( MIN. LAP
AT | = 630 mm‘)
d7 ( MIN.LAP
AT | = 630 mm‘)
FIELD
BEND
þÿ�1�9� �m
�m
�
CO
IL
RO
D
GUTTER
LINE
d2 & d3
B
B
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. L
ON
GIT
. B
AR
S 5
0‘m
m C
LE
AR
AN
CE
OF
WIN
GS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:27 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
g1 t1
LEVEL
ROADWAY
LEVEL
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A
a
AB
UT
.
AB
UT
.
33
0
h2
480 480
33
0
TO
P O
F P
IL
E
75
CL
.
FIELD
BEND
t1
p1
d3
d2 d6
COIL
ROD
h2
d7
f1 f2
g2 M
IN
. E
MB
ED
.
g1 M
IN
. E
MB
ED
.
380
600
460 460
920
620
93
0
38
0
380
65 CL.
PART SECTION B-B
65 CL.
g2
g1
g3
TOP OF SLAB
a1
PROVIDE 25‘mm
CHAMFER
S75‘x‘11
k1
k2
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22 x 22 x 3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
COIL
ROD
S75‘x‘11
TOP OF
SLAB
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
KEYWAY FORMED BY NOMINAL
BEVELED 50‘x‘200
A A
b1
ELEV.
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
ABUT.ABUT.
TABLE OF ABUTMENT
ELEVATIONS
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
. .
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
600
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
STEP
a
ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
DE
PT
H
330 C
ON
ST
AN
T
HM
2080.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
| PILE
PILE SPACES @
p1
p2
p2
f1
f2
f1
f2
f2 MIN. LAP
f1 MIN. LAP
1370
480
300 920
460
460
1130
300 300
300
300
480
ABUTMENT PILE PLAN
| ABUT. BRG. &
| PILES
BACK FACE
OF ABUTMENT
GUTTER
LINE
TYP. p1 DOUBLE HOOP SPACING
| APPROACH ROADWAY
STANDARD SHEET M2080"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - (L.A.) 7^31’-15^ SKEW
g1
h2
d5
t1
g2
g1
TYP.
g2
| ABUT. BRG.
BEAM SPACES @ SAME SPACING BETWEEN BEAMS
4 EQ. SP.
g1
g3 h2
d5 KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200380 380
480
75
= 405
300
460 75
= 405
480
PART SECTION A-A
k2
2 EQ.
SP.
2 EQ.
SP.
k1
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACE
S75 x 11
d6 ( MIN. LAP
AT | = 630 mm)
d7 (MIN. LAP
AT | = 630 mm)
þÿ�1
�9� �m
�m�
CO
IL R
OD
GUTTER
LINE
NOTE:
SHIFT g2 BARS IN F.F. AS NECESSARY
TO MISS BEAMS. PLACE g3 BARS
PARALLEL TO LONGIT. STEEL.
GUTTER
LINE
d2 & d3
FIELD
BEND B
B
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. L
ON
GIT
. B
AR
S 5
0‘m
m C
LE
AR
AN
CE
OF
WIN
GS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:28 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
g1 t1
LEVEL
ROADWAY
LEVEL
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A
a
AB
UT
.
AB
UT
.
33
0
h2
480 480
33
0
TO
P O
F P
IL
E
75
CL
.
FIELD
BEND
t1
p1
d3
d2 d6
COIL
ROD
h2
d7
f1 f2
g2 M
IN
. E
MB
ED
.
g1 M
IN
. E
MB
ED
.
380
600
460 460
920
620
93
0
38
0
380
65 CL.
PART SECTION B-B
65 CL.
g2
g1
g3
TOP OF SLAB
a1
PROVIDE 25‘mm
CHAMFER
S75‘x‘11
k1
k2
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22 x 22 x 3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
COIL
ROD
S75‘x‘11
TOP OF
SLAB
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
KEYWAY FORMED BY NOMINAL
BEVELED 50‘x‘200
A A
b1
ELEV.
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
ABUT.ABUT.
TABLE OF ABUTMENT
ELEVATIONS
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
. .
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
600
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
STEP
a
ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
DE
PT
H
330 C
ON
ST
AN
T
HM
2081.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
STANDARD SHEET M2081"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - (L.A.) 15^01’-30^ SKEW
| PILE
PILE SPACES @
p1
p2
p2
f2
f1
f2
f1
TYP.
g1
h2
g1
t1 d5
g2
BEAM SPACES @
SAME SPACING BETW
EEN BEAMS
4 EQ. SP.
d5
h2
g3
g1
g2
f2 MIN. LAP
1370
f1 MIN. LAP
480
= 405
75
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
380 380
310
620
75
= 405
480
480
300
1130
920
460
460
300 300
300 300
480
PART SECTION A-A
ABUTMENT PILE PLAN
k2
k1
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACE
S75 x 11
d7 (MIN. LAP
AT | = 630 mm)
d6 (MIN. LAP
AT | = 630 mm)
NOTE:
SHIFT g2 BARS IN F.F. AS NECESSARY TO MISS BEAMS.
PLACE g3 BARS PARALLEL TO LONGIT. STEEL.
þÿ�1
�9� �m
�m�
CO
IL R
OD
FIELD
BEND
GUTTER
LINE
GUTTER
LINE
GUTTER LINE
| ABUT.
BRG.
BACK FACE
OF ABUTMENT
| ABUT. BRG. &
| PILES
d2 &
d3
2 EQ.
SP.
2 EQ.
SP.
TYP. p1 DOUBLE
HOOP SPACING
B
B
| APPROACH ROADWAY
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. L
ON
GIT
. B
AR
S 5
0‘m
m C
LE
AR
AN
CE
OF
WIN
GS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:28 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
g1 t1
LEVEL
ROADWAY
LEVEL
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A
a
AB
UT
.
AB
UT
.
33
0
h2
480 480
33
0
TO
P O
F P
IL
E
75
CL
.
FIELD
BEND
t1
p1
d3
d2 d6
COIL
ROD
h2
d7
f1 f2
g2 M
IN
. E
MB
ED
.
g1 M
IN
. E
MB
ED
.
380
600
460 460
920
620
93
0
38
0
380
65 CL.
PART SECTION B-B
65 CL.
g2
g1
g3
TOP OF SLAB
a1
PROVIDE 25‘mm
CHAMFER
S75‘x‘11
k1
k2
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22 x 22 x 3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
COIL
ROD
S75‘x‘11
TOP OF
SLAB
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
KEYWAY FORMED BY NOMINAL
BEVELED 50‘x‘200
A A
b1
ELEV.
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
ABUT.ABUT.
TABLE OF ABUTMENT
ELEVATIONS
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
. .
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
600
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
STEP
a
ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
DE
PT
H
330 C
ON
ST
AN
T
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
HM
2082.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
STANDARD SHEET M2082"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - ( R. A. ) 0^01’-7^30’ SKEW
p1
PILE SPACES @
| PILE
p2
f1
f2
f2
f1
p2
1370
f2 MIN. LAP
f1 MIN. LAP
300 300300 300
480
1130
460
460
920
480
300
ABUTMENT PILE PLAN
| ABUT. BRG. &
| PILES
BACK FACE
OF ABUTMENT
GUTTER
LINE
TYP. p1 DOUBLE
HOOP SPACING
| APPROACH ROADWAY
g1
h2
g1
d5
d5
h2
t1
| ABUT. BRG. g2
g3
TYP.
g2
g1
BEAM SPACES @
SAME SPACING BETWEEN BEAMS
4 EQ. SP.480
75
= 405
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
380 380
380
330
480
75
= 405
PART SECTION A-A
k2 k1
2 EQ.
SP.
2 EQ.
SP.
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACE
S75 x 11
d7 (MIN.LAP
AT | = 630 mm) d6 (MIN. LAP
AT | = 630 mm)
GUTTER
LINE
FIELD
BEND
þÿ�1�9� �m
�m
�
CO
IL
RO
D
GUTTER
LINE
NOTE:
SHIFT g2 BARS IN F.F. AS NECESSARY
TO MISS BEAMS. PLACE g3 BARS
PARALLEL TO LONGIT. STEEL.
d2 & d3
B
B
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. L
ON
GIT
. B
AR
S 5
0‘m
m C
LE
AR
AN
CE
OF
WIN
GS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:29 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
g1 t1
LEVEL
ROADWAY
LEVEL
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A
a
AB
UT
.
AB
UT
.
33
0
h2
480 480
33
0
TO
P O
F P
IL
E
75
CL
.
FIELD
BEND
t1
p1
d3
d2 d6
COIL
ROD
h2
d7
f1 f2
g2 M
IN
. E
MB
ED
.
g1 M
IN
. E
MB
ED
.
380
600
460 460
920
620
93
0
38
0
380
65 CL.
PART SECTION B-B
65 CL.
g2
g1
g3
TOP OF SLAB
a1
PROVIDE 25‘mm
CHAMFER
S75‘x‘11
k1
k2
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22 x 22 x 3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
COIL
ROD
S75‘x‘11
TOP OF
SLAB
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
KEYWAY FORMED BY NOMINAL
BEVELED 50‘x‘200
A A
b1
ELEV.
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
ABUT.ABUT.
TABLE OF ABUTMENT
ELEVATIONS
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
. .
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
600
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
STEP
a
ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
DE
PT
H
330 C
ON
ST
AN
T
HM
20
83
.S0
1 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1
-9
5.
STANDARD SHEET M2083"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - ( R.A. ) 7^31’-15^ SKEW
PILE SPACES @
| PILE
p1
f2
f2
f1
f1
p2
p2
f2 MIN. LAP
1370
480
300
300
300 300
f1 MIN.LAP
460460
920
1130
480
300
ABUTMENT PILE PLAN
| ABUT. BRG. &
| PILES
GUTTER
LINE
BACK FACE
OF ABUTMENT
TYP. p1 DOUBLE
HOOP SPACING
| APPROACH ROADWAY
g1
h2
d5 t1
g2
TYP.
g1
| ABUT. BRG.
g2 BEAM SPACES @
SAME SPACING BETWEEN BEAMS
4 EQ. SP.
h2
d5
g3
g1
380 380
480
75
= 405
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
460
300
480
75
= 405
PART SECTION A-A
2 EQ.
SP.
k1
k2
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACE
S75 x 11
d6 (MIN. LAP
AT | = 630 mm)
d7 (MIN. LAP
AT | = 630 mm)
GUTTER
LINE
GUTTER
LINE
NOTE:
SHIFT g2 BARS IN F.F. AS NECESSARY
TO MISS BEAMS. PLACE g3 BARS
PARALLEL TO LONGIT. STEEL.
þÿ�1�9� �m
�m
�
CO
IL
RO
D
FIELD
BEND
d2 & d3
2 EQ.
SP.
B
B
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. L
ON
GIT
. B
AR
S 5
0‘m
m C
LE
AR
AN
CE
OF
WIN
GS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:29 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
g1 t1
LEVEL
ROADWAY
LEVEL
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A
a
AB
UT
.
AB
UT
.
33
0
h2
480 480
33
0
TO
P O
F P
IL
E
75
CL
.
FIELD
BEND
t1
p1
d3
d2 d6
COIL
ROD
h2
d7
f1 f2
g2 M
IN
. E
MB
ED
.
g1 M
IN
. E
MB
ED
.
380
600
460 460
920
620
93
0
38
0
380
65 CL.
PART SECTION B-B
65 CL.
g2
g1
g3
TOP OF SLAB
a1
PROVIDE 25‘mm
CHAMFER
S75‘x‘11
k1
k2
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22 x 22 x 3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
COIL
ROD
S75‘x‘11
TOP OF
SLAB
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
KEYWAY FORMED BY NOMINAL
BEVELED 50‘x‘200
A A
b1
ELEV.
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
ABUT.ABUT.
TABLE OF ABUTMENT
ELEVATIONS
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
. .
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
600
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
STEP
a
ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
DE
PT
H
330 C
ON
ST
AN
T
HM
2084.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
STANDARD SHEET M2084"A" or "B" BEAMS INTEGRAL ABUT. DETAILS - (R.A.) 15^01’-30^ SKEW
PILE S
PACES @
| PILE
p1
p2
p2
f2
f1
f2
f1
f2 M
IN. L
AP
f1 MIN
. LAP
1370
300 300
300 300
480
460
460
920
1130
300
480
ABUTMENT PILE PLAN
| ABUT. BRG. &
| PILES
BACK FACE
OF ABUTMENT
GUTTER
LINE
TYP. p1 D
OUBLE
HOOP SPACING
| APPROACH ROADWAY
g1
h2
d5
g2
t1 TYP.
g1
BEAM SPACES @
SAME SPACIN
G BETW
EEN BEAM
S
g2
h2
d5
g1
g3
4 EQ. S
P.
480
75
= 405
310
620
380380
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
480
75
= 405
PART
SECTION A-A
k2
k1
2 EQ.
SP.
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACE
S75 x 11
FIELD
BEND
GUTTER
LINE
d6 (MIN. LAP
AT | = 630 mm)
d7 (MIN. LAP
AT | = 630 mm)
NOTE:
SHIFT g2 BARS IN F.F. AS NECESSARY
TO MISS BEAMS. PLACE g3 BARS
PARALLEL TO LONGIT. STEEL.
þÿ�1�9� �m
�m
�
CO
IL
RO
D
| ABUT.
BRG.
d2 &
d3
2 EQ.
SP.
GUTTER LINE
B
B
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. L
ON
GIT
. B
AR
S 5
0‘m
m C
LE
AR
AN
CE
OF
WIN
GS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:29 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
g1 t1
LEVEL
ROADWAY
LEVEL
BENCH MARK :
PART REAR ELEVATION AT ABUTMENT
ELEV. A
a
AB
UT
.
AB
UT
.
33
0
h2
480 480
33
0
TO
P O
F P
IL
E
75
CL
.
FIELD
BEND
t1
p1
d3
d2 d6
COIL
ROD
h2
d7
f1 f2
g2 M
IN
. E
MB
ED
.
g1 M
IN
. E
MB
ED
.
380
600
460 460
920
620
93
0
38
0
380
65 CL.
PART SECTION B-B
65 CL.
g2
g1
g3
TOP OF SLAB
a1
PROVIDE 25‘mm
CHAMFER
S75‘x‘11
k1
k2
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22 x 22 x 3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
COIL
ROD
S75‘x‘11
TOP OF
SLAB
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
KEYWAY FORMED BY NOMINAL
BEVELED 50‘x‘200
A A
b1
ELEV.
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
BOTT. FTG. ELEV.
POINT
ELEV. A
ABUT.ABUT.
TABLE OF ABUTMENT
ELEVATIONS
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
. .
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
600
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
STEP
a
ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
DE
PT
H
330 C
ON
ST
AN
T
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
HM
20
85
.S0
1 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1
-9
5.
RE
VIS
ED
12-04 -
SIZ
E A
ND
DIM
EN
SIO
NS
OF
PA
VIN
G N
OT
CH
CH
AN
GE
D. T
EM
PO
RA
RY
PA
VIN
G N
OT
CH
RE
MO
VE
D.
STANDARD SHEET M2085 "C" OR "D" BEAMS - INTEGRAL ABUT. DETAILS - O^ SKEW
g2 t1
d5
g4
d8
g1
4 EQ. SP.
BEAM SPACES @
TY
P.
5 -
g4 E
AC
H F
AC
E
TYP.
SAME SPACING BETWEEN BEAMS
f4
p2
g4
d8
g1
g3 g1
d5
p1
f1
f2
f1
| PILE
p2
f4
f3
p3 f2
PILE SPACES @
f4 f3
75
f2 MIN. LAP
f1 MIN. LAP1370
19
85
15
25
460
200
505 415
1130
300 300
460 460
460
460 920
460
30
03
00
160KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
920
760
430 430
160
4 E
Q.
SP
. =
12
25
14
0
15
25
19
85
75
= 405
g2
360 360
= 405
75
46
0460
920
75
415 480
15
25
460
ABUTMENT PILE PLAN
B
B
2 EQ. SP.
þÿ�1�9� �m
�m
�
CO
IL
RO
D
GUTTER
LINE
2 EQ. SP.
FIELD
BEND
d6 (MIN. LAP
AT | = 630 mm) BACK FACE
OF ABUTMENT
25
k2
S75 x 11
p1
TYP.
k1
PART SECTION A-A
| ABUT.
BRG.
d2 &
d3
GUTTER
LINE
| ABUT. BRG.
& | PILES
GUTTER
LINE
TYP. p1 DOUBLE
HOOP SPACING
d7 (MIN. LAP
AT |
= 630 mm)
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACE
| APPROACH ROADWAY
f4
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:30 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
50
c3 c14
g4
d8
70
CL.
**
450
PART
SECTION C-C
* NOTE:
SEE DESIGN SHEET ?? FOR DETAILS
OF BARRIER RAIL. REINFORCING BARS
c3 AND c14 ARE INCLUDED
IN SUPERSTRUCTURE QUANTITIES.
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
.
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
60
0
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
BENCH MARK:
LEVEL
ROADWAY
LEVEL
t1
g1
d8
h2
( WINGS NOT SHOWN )
480
33
0
f3 &‘f5
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
480
330
PART REAR ELEVATION AT ABUTMENT
50
CL.
A
S75 x 11
TOP OF
SLAB
COIL
ROD
f4 p1
p3
h2
d8
f1 f2
t1
d3
d2
d6
75
CL
.
p2
OF
PIL
E
DE
PT
H
g4
CO
NS
TA
NT
3
30
93
0
920
g2 M
IN
. E
MB
ED
.
g1 M
IN. E
MB
ED
.
62
0
100
38
03
80
380
65
CL.65 CL.
C
C
CONSTR.
JOINTS d7
COIL
ROD
g2
g1
g3
TOP OF SLAB
a1
k1
k2
S75‘x‘11
PART SECTION B-B
FIELD
BEND
60
0 T
OP
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22‘x‘22‘x‘3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
ELEV. A ELEV.
a
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
p2
38
0
50
CL.
A
MIN
. E
MB
ED
ME
NT
g4
BA
RS
g4
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
TABLE OF ABUTMENT
ELEVATIONS
b1
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
PROVIDE
25‘mm
CHAMFER
HM
2086.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
12-04 -
SIZ
E A
ND
DIM
EN
SIO
NS
OF
PA
VIN
G N
OT
CH
CH
AN
GE
D. T
EM
PO
RA
RY
PA
VIN
G N
OT
CH
RE
MO
VE
D.
STANDARD SHEET M2086 "C" OR "D" BEAMS-INTEGRAL ABUT. DETAILS-( L. A. ) 0^ 01’ - 7^ 30’ SKEW
d8
g4
d5
g2
TYP.
g1
g2
d5
g1
g4
d8 p2
g3 g1
TY
P.
5 -
g4 E
AC
H F
AC
E
BEAM SPACES @
SAME SPACING BETWEEN BEAMS
4 EQ. SP.t1
p2
| PILE
p3
p4
TYP. p1
f1
f2
f1
f2
PILE SPACES @
f3
f5
f5
f4 f3
75
75
f1 MIN. LAP1370
920
760
19
85
160
4 E
Q.
SP
. =
12
20
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
430 430
360
410
75
480
75
= 405
415 480
480
= 405
300 300
460 460
460
15
25
460
30
03
00
160
1130 f2 MIN LAP
920 460
460
200
415505
19
85
15
25
460
ABUTMENT PILE PLAN
B
B
25
k2
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACES75 x 11
k1
FIELD
BEND
PART SECTION A-A
þÿ�1�9� �m
�m
�
CO
IL
RO
D
NOTE:
SHIFT g2 BARS IN F.F. AS NECESSARY
TO MISS BEAMS. PLACE g3 BARS PARALLEL
TO LONGIT. STEEL.
d7 ( MIN. LAP
AT | = 630 mm )
d6 ( MIN. LAP
AT | = 630 mm )
GUTTER
LINE
d2 & d3
| ABUT.
BRG.
GUTTER
LINE
| ABUT. BRG.
& | PILES
GUTTER
LINE
BACK FACE
OF ABUTMENT
TYP. p1 DOUBLE HOOP SPACING
2 EQ. SP.
2 EQ. SP.
| APPROACH ROADWAY
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:30 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
50
c3 c14
g4
d8
70
CL.
**
450
PART
SECTION C-C
* NOTE:
SEE DESIGN SHEET ?? FOR DETAILS
OF BARRIER RAIL. REINFORCING BARS
c3 AND c14 ARE INCLUDED
IN SUPERSTRUCTURE QUANTITIES.
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
.
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
60
0
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
BENCH MARK:
LEVEL
ROADWAY
LEVEL
t1
g1
d8
h2
( WINGS NOT SHOWN )
480
33
0
f3 &‘f5
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
480
330
PART REAR ELEVATION AT ABUTMENT
50
CL.
A
S75 x 11
TOP OF
SLAB
COIL
ROD
f4 p1
p3
h2
d8
f1 f2
t1
d3
d2
d6
75
CL
.
p2
OF
PIL
E
DE
PT
H
g4
CO
NS
TA
NT
3
30
93
0
920
g2 M
IN
. E
MB
ED
.
g1 M
IN. E
MB
ED
.
62
0
100
38
03
80
380
65
CL.65 CL.
C
C
CONSTR.
JOINTS d7
COIL
ROD
g2
g1
g3
TOP OF SLAB
a1
k1
k2
S75‘x‘11
PART SECTION B-B
FIELD
BEND
60
0 T
OP
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22‘x‘22‘x‘3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
ELEV. A ELEV.
a
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
p2
38
0
50
CL.
A
MIN
. E
MB
ED
ME
NT
g4
BA
RS
g4
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
TABLE OF ABUTMENT
ELEVATIONS
b1
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
PROVIDE
25‘mm
CHAMFER
d8
g4
d5
g2
t1
g1
TYP.
g2
d5
g1
g4
d8
p2
g1
g3
BEAM SPACES @ SAME SPACING BETWEEN BEAMS
4 EQ. SP.
TY
P.
5 -
g4 E
AC
H F
AC
E
NOTE:
| PILE
p2
f3
p3
f1
f1 f2
f2
p1 p4
PILE SPACES @
TYP.
f5
f4 f3
f5
75
75
75
f2 MIN. LAP
f1 MIN. LAP1370
300 300
460 460
15
25
460
30
03
00
460
160
1130
920 460
460
200
15
25
460
19
85
505 415430 430
920
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
19
85
160
4 S
P.
@ 3
05
= 1
22
0
480
= 405
340
480
480
75
= 405
415 480
760
ABUTMENT PILE PLAN
B
B
25
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACE
S75 x 11
2 EQ.
SPACES
2 EQ.
SPACES
k1
PART SECTION A-A
þÿ�1�9� �m
�m
�
CO
IL
RO
D
| ABUT.
BRG.
d2 & d3
SHIFT g2 BARS IN F.F. AS NECESSARY
TO MISS BEAMS. PLACE g3 BARS PARALLEL
TO LONGIT. STEEL.
GUTTER
LINE
d7 (MIN. LAP
AT | = 630 mm)
d6 (MIN. LAP
AT | = 630 mm)
GUTTER
LINE
FIELD
BEND GUTTER
LINE
| ABUT. BRG.
& | PILES
BACK FACE
OF ABUTMENT
TYP. p1 DOUBLE HOOP SPACING
k2
| APPROACH ROADWAY
HM
20
87
.S0
1 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1
-9
5.
RE
VIS
ED
12-04 -
SIZ
E A
ND
DIM
EN
SIO
NS
OF
PA
VIN
G N
OT
CH
CH
AN
GE
D. T
EM
PO
RA
RY
PA
VIN
G N
OT
CH
RE
MO
VE
D.
STANDARD SHEET M2087 "C" OR "D" BEAMS-INTEGRAL ABUTS. DETAILS-( L. A. ) 7^31’ - 15^ SKEW COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:30 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
50
c3 c14
g4
d8
70
CL.
**
450
PART
SECTION C-C
* NOTE:
SEE DESIGN SHEET ?? FOR DETAILS
OF BARRIER RAIL. REINFORCING BARS
c3 AND c14 ARE INCLUDED
IN SUPERSTRUCTURE QUANTITIES.
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
.
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
60
0
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
BENCH MARK:
LEVEL
ROADWAY
LEVEL
t1
g1
d8
h2
( WINGS NOT SHOWN )
480
33
0
f3 &‘f5
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
480
330
PART REAR ELEVATION AT ABUTMENT
50
CL.
A
S75 x 11
TOP OF
SLAB
COIL
ROD
f4 p1
p3
h2
d8
f1 f2
t1
d3
d2
d6
75
CL
.
p2
OF
PIL
E
DE
PT
H
g4
CO
NS
TA
NT
3
30
93
0
920
g2 M
IN
. E
MB
ED
.
g1 M
IN. E
MB
ED
.
62
0
100
38
03
80
380
65
CL.65 CL.
C
C
CONSTR.
JOINTS d7
COIL
ROD
g2
g1
g3
TOP OF SLAB
a1
k1
k2
S75‘x‘11
PART SECTION B-B
FIELD
BEND
60
0 T
OP
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22‘x‘22‘x‘3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
ELEV. A ELEV.
a
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
p2
38
0
50
CL.
A
MIN
. E
MB
ED
ME
NT
g4
BA
RS
g4
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
TABLE OF ABUTMENT
ELEVATIONS
b1
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
PROVIDE
25‘mm
CHAMFER
HM
20
88
.S0
1 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1
-9
5.
RE
VIS
ED
12-04 -
SIZ
E A
ND
DIM
EN
SIO
NS
OF
PA
VIN
G N
OT
CH
CH
AN
GE
D. T
EM
PO
RA
RY
PA
VIN
G N
OT
CH
RE
MO
VE
D.
STANDARD SHEET M2088 "C" OR "D" BEAMS-INTEGRAL ABUT. DETAILS-( L. A. ) 15^01’ - 30^ SKEW
TYP.
p1
f1
f1
f2
f2
| PILE
p2
f3
p3
p4
PILE SPACES @
f5
f3
f4
f2 MIN. LAP
f1 MIN. LAP
1370
300 300
1525
460
300
300
160
460
460460
920
460
460
1130
200
415505
460
15
25
19
85
ABUTMENT PILE PLAN
| ABUT. BRG.
& | PILES
GUTTER
LINE
BACK FACE
OF ABUTMENT
TYP. p1DOUBLE HOOPSPACING
| APPROACH ROADWAY
d8
g4
d5
t1
g1
g2
TYP.
d5
g1
g4
d8
p2
g3
g1
TY
P.
5 -
g4 E
AC
H F
AC
E
4 EQ. SP.
SAME SPACING BETW
EEN BEAMS
BEAM
SPACES @
f5
75
920
76
0
19
85
4 S
P @
30
5 =
12
20
160
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
430 430
480
75
= 405
350
650
= 405
75
415 480
480
g2
B
B
25
k2
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACE
S75 x 11
k1
2 EQ.
SPACES
2 EQ.
SPACES
PART SECTION A-A
| ABUT.
BRG.
GUTTER
LINE
þÿ�1�9� �m
�m
�
CO
IL
RO
D
NOTE:
SHIFT g2 BARS IN F.F. AS NECESSARY
TO MISS BEAMS. PLACE g3 BARS PARALLEL
TO LONGIT. STEEL. d6 (MIN. LAP
AT | = 630 mm)
d2 &
d3
d7 (MIN. LAP
AT | = 630 mm)
FIELD
BEND
GUTTER
LINE
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:31 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
50
c3 c14
g4
d8
70
CL.
**
450
PART
SECTION C-C
* NOTE:
SEE DESIGN SHEET ?? FOR DETAILS
OF BARRIER RAIL. REINFORCING BARS
c3 AND c14 ARE INCLUDED
IN SUPERSTRUCTURE QUANTITIES.
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
.
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
60
0
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
BENCH MARK:
LEVEL
ROADWAY
LEVEL
t1
g1
d8
h2
( WINGS NOT SHOWN )
480
33
0
f3 &‘f5
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
480
330
PART REAR ELEVATION AT ABUTMENT
50
CL.
A
S75 x 11
TOP OF
SLAB
COIL
ROD
f4 p1
p3
h2
d8
f1 f2
t1
d3
d2
d6
75
CL
.
p2
OF
PIL
E
DE
PT
H
g4
CO
NS
TA
NT
3
30
93
0
920
g2 M
IN
. E
MB
ED
.
g1 M
IN. E
MB
ED
.
62
0
100
38
03
80
380
65
CL.65 CL.
C
C
CONSTR.
JOINTS d7
COIL
ROD
g2
g1
g3
TOP OF SLAB
a1
k1
k2
S75‘x‘11
PART SECTION B-B
FIELD
BEND
60
0 T
OP
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22‘x‘22‘x‘3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
ELEV. A ELEV.
a
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
p2
38
0
50
CL.
A
MIN
. E
MB
ED
ME
NT
g4
BA
RS
g4
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
TABLE OF ABUTMENT
ELEVATIONS
b1
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
PROVIDE
25‘mm
CHAMFER
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
HM
20
89
.S0
1 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1
-9
5.
RE
VIS
ED
12-04 -
SIZ
E A
ND
DIM
EN
SIO
NS
OF
PA
VIN
G N
OT
CH
CH
AN
GE
D. T
EM
PO
RA
RY
PA
VIN
G N
OT
CH
RE
MO
VE
D.
STANDARD SHEET M2089 "C" OR "D" BEAMS-INTEGRAL ABUT. DETAILS-( R. A. ) 0^01’ - 7^30’ SKEW
d5
p2
d8
g4
g1
4 EQ. SP.
SAME SPACING BETWEEN BEAMS BEAM SPACES @
TY
P.
5 -
g4 E
AC
H F
AC
E
d8
g4
d5
g2 t1
TYP.
g1
g1 g3
TYP.
f1
f1
f2
f2
| PILE
PILE SPACES @
p2
f4
f3
p3
p4
p1
f5
g2
f3 f5
f2 MIN. LAP
f1 MIN. LAP 1370
200
15
25
19
85
460
505415
920
460
460
1130
300300
15
25
460
30
03
00
460 460
46
0
160
480
75
= 405
430 43075
760
160
19
85
4 S
P @
30
5 =
12
20
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
920
410
360
75
480
75
= 405
415 480
ABUTMENT PILE PLAN
B
B
25
k2
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACE
S75 x 11
2 EQ.
SPACES
2 EQ.
SPACES
k1
PART SECTION A-A
þÿ�1�9� �m
�m
�
CO
IL
RO
D
d2 & d3
NOTE:
SHIFT g2 BARS IN F.F. AS NECESSARY
TO MISS BEAMS. PLACE g3 BARS PARALLEL
TO LONGIT. STEEL. GUTTER
LINE
| ABUT.
BRG.
d6 (MIN. LAP
AT | = 630 mm)
d7 (MIN. LAP
AT | = 630 mm)
GUTTER
LINE
FIELD
BEND
| ABUT. BRG.
& | PILES
BACK FACE
OF ABUTMENT
GUTTER
LINE
TYP. p1 DOUBLE
HOOP SPACING
| APPROACH ROADWAY
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:31 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
50
c3 c14
g4
d8
70
CL.
**
450
PART
SECTION C-C
* NOTE:
SEE DESIGN SHEET ?? FOR DETAILS
OF BARRIER RAIL. REINFORCING BARS
c3 AND c14 ARE INCLUDED
IN SUPERSTRUCTURE QUANTITIES.
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
.
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
60
0
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
BENCH MARK:
LEVEL
ROADWAY
LEVEL
t1
g1
d8
h2
( WINGS NOT SHOWN )
480
33
0
f3 &‘f5
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
480
330
PART REAR ELEVATION AT ABUTMENT
50
CL.
A
S75 x 11
TOP OF
SLAB
COIL
ROD
f4 p1
p3
h2
d8
f1 f2
t1
d3
d2
d6
75
CL
.
p2
OF
PIL
E
DE
PT
H
g4
CO
NS
TA
NT
3
30
93
0
920
g2 M
IN
. E
MB
ED
.
g1 M
IN. E
MB
ED
.
62
0
100
38
03
80
380
65
CL.65 CL.
C
C
CONSTR.
JOINTS d7
COIL
ROD
g2
g1
g3
TOP OF SLAB
a1
k1
k2
S75‘x‘11
PART SECTION B-B
FIELD
BEND
60
0 T
OP
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22‘x‘22‘x‘3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
ELEV. A ELEV.
a
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
p2
38
0
50
CL.
A
MIN
. E
MB
ED
ME
NT
g4
BA
RS
g4
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
TABLE OF ABUTMENT
ELEVATIONS
b1
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
PROVIDE
25‘mm
CHAMFER
HM
2090.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
12-04 -
SIZ
E A
ND
DIM
EN
SIO
NS
OF
PA
VIN
G N
OT
CH
CH
AN
GE
D. T
EM
PO
RA
RY
PA
VIN
G N
OT
CH
RE
MO
VE
D.
STANDARD SHEET M2090 "C" OR "D" BEAMS-INTEGRAL ABUT. DETAILS-( R. A. ) 7^31’ - 15^ SKEW
d5
g1
g4
d8
p2
4 EQ. SP.
TY
P.
5 -
g4 E
AC
H F
AC
E
g4
d8
g2
d5
t1
TYP.
g2
g1
g1
g3
k2
BEAM SPACES @
SAME SPACING BETWEEN BEAMS
p2
f4
f3
| PILE
f1
f2
p3
p4
TYP.
PILE SPACES @
f1
f2
p1
f5
f3 f5
75
75
75
f2 MIN. LAP
f1 MIN. LAP1370
415 505
460
15
25
19
85
200
920
460
460
1130
300300
15
25
460
460
30
03
00
160
460 460
760
920
16
0
1985
4 S
P.
@ 3
05
= 1
22
0
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
480
= 405
430 430
480
340
75
= 405
480
415 480
ABUTMENT PILE PLAN
B
B
25
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACE
S75 x 11
2 EQ.
SPACES
2 EQ.
SPACES
k1
PART SECTION A-A
þÿ�1�9� �m
�m
�
CO
IL
RO
D
NOTE:
SHIFT g2 BARS IN F.F. AS NECESSARY
TO MISS BEAMS. PLACE g3 BARS PARALLEL
TO LONGIT. STEEL.
d7 (MIN. LAP
AT | = 630 mm)
d6 (MIN. LAP
AT | = 630 mm)
GUTTER
LINE
GUTTER
LINE
| ABUT.
BRG.
GUTTER
LINE
| ABUT. BRG.
& | PILES
BACK FACE
OF ABUTMENT
FIELD
BEND
d2 & d3
TYP. p1 DOUBLE
HOOP SPACING
| APPROACH ROADWAY
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:32 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
50
c3 c14
g4
d8
70
CL.
**
450
PART
SECTION C-C
* NOTE:
SEE DESIGN SHEET ?? FOR DETAILS
OF BARRIER RAIL. REINFORCING BARS
c3 AND c14 ARE INCLUDED
IN SUPERSTRUCTURE QUANTITIES.
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
.
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
60
0
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
BENCH MARK:
LEVEL
ROADWAY
LEVEL
t1
g1
d8
h2
( WINGS NOT SHOWN )
480
33
0
f3 &‘f5
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
480
330
PART REAR ELEVATION AT ABUTMENT
50
CL.
A
S75 x 11
TOP OF
SLAB
COIL
ROD
f4 p1
p3
h2
d8
f1 f2
t1
d3
d2
d6
75
CL
.
p2
OF
PIL
E
DE
PT
H
g4
CO
NS
TA
NT
3
30
93
0
920
g2 M
IN
. E
MB
ED
.
g1 M
IN. E
MB
ED
.
62
0
100
38
03
80
380
65
CL.65 CL.
C
C
CONSTR.
JOINTS d7
COIL
ROD
g2
g1
g3
TOP OF SLAB
a1
k1
k2
S75‘x‘11
PART SECTION B-B
FIELD
BEND
60
0 T
OP
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22‘x‘22‘x‘3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
ELEV. A ELEV.
a
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
p2
38
0
50
CL.
A
MIN
. E
MB
ED
ME
NT
g4
BA
RS
g4
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
TABLE OF ABUTMENT
ELEVATIONS
b1
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
PROVIDE
25‘mm
CHAMFER
HM
2091.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
12-04 -
SIZ
E A
ND
DIM
EN
SIO
NS
OF
PA
VIN
G N
OT
CH
CH
AN
GE
D. T
EM
PO
RA
RY
PA
VIN
G N
OT
CH
RE
MO
VE
D.
STANDARD SHEET M2091 "C" OR "D" BEAMS-INTEGRAL ABUT. DETAILS-( R. A. ) 15^01’ - 30^ SKEW
d5
d8
g4
p2
g2
TYP.
g1
g1
g3
g4
d8
d5
g2
t1
TY
P.
5 -
g4 E
AC
H F
AC
E
BEAM S
PACES @
SAME S
PACING B
ETWEEN B
EAMS
4 EQ
. SP.
g1
PILE S
PACES @
| PILE
p2
f4
f3
p3
f1
f2
f1
f2
p4 p1
TYP.
f5
f3
f5
75
75
f2 M
IN. L
AP
f1 M
IN. L
AP
1370
460460
160
460
15
25
460
300
300
300 300
1130 920
460460
200
15
25
19
85
460
505415
415 480
480
75
= 405
350
650
430 430
480
= 405
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
1985
4 S
P.
@ 3
05
= 1
22
0160
760
920
ABUTMENT PILE PLAN
B
B 25
k2
SPACING FOR:
?? - g1 BACK FACE
?? - g2 FRONT FACE
?? - g3 BACK FACE
?? - k1 BACK FACE
?? - k2 BACK FACE
k1
2 EQ.
SPACES
2 EQ.
SPACES
S75 x 11
PART SECTION A-A
d7 (MIN. LAP
AT | = 630 mm)
d6 (MIN. LAP
AT | = 630 mm)
þÿ�1�9� �m
�m
�
CO
IL
RO
D
FIELD
BEND
GUTTER
LINE
GUTTER
LINE
d2 & d3
| ABUT.
BRG.
| ABUT. BRG.
& | PILES
BACK FACE
OF ABUTMENT GUTTER
LINE
TYP. p1 D
OUBLE
HOOP SPACIN
G
NOTE:
SHIFT g2 BARS IN F.F. AS NECESSARY
TO MISS BEAMS. PLACE g3 BARS PARALLEL
TO LONGIT. STEEL.
| APPROACH ROADWAY
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:32 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m2
DESIGN TEAM
50
c3 c14
g4
d8
70
CL.
**
450
PART
SECTION C-C
* NOTE:
SEE DESIGN SHEET ?? FOR DETAILS
OF BARRIER RAIL. REINFORCING BARS
c3 AND c14 ARE INCLUDED
IN SUPERSTRUCTURE QUANTITIES.
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
900 BERM
ABUTMENT EXCAVATION DETAILS
þÿ�
1
. . . .
.
. . . .
. . .
. .
. . . . . . . .
.
. . . . . .
. . .
.
. . .
.
~
~ ~
~
~
~
~
~
~
~
~ . .
.
.
. . .
.
.
.
.
.
.
.
.
.
.
. .
.
SUBGRADE
ELEV.
PAY LIMIT FOR
CLASS 20 EXCAVATION
POROUS BACKFILL SEE
"SUBDRAIN DETAILS"
660
APPROACH FILLS ARE TO
BE COMPLETED TO THIS
LINE BEFORE STARTING
ABUTMENT CONSTRUCTION
COMPACTED GRANULAR
BACKFILL BETWEEN
WINGS SEE "SUBDRAIN
DETAILS"
SUBDRAIN SEE
"SUBDRAIN DETAILS"
FOR ALIGNMENT
AND SLOPE 500920
60
0
NOTE:
?? - HP 250‘x‘85 STEEL BEARING PILING
REQUIRED AT EACH ABUTMENT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
BENCH MARK:
LEVEL
ROADWAY
LEVEL
t1
g1
d8
h2
( WINGS NOT SHOWN )
480
33
0
f3 &‘f5
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
480
330
PART REAR ELEVATION AT ABUTMENT
50
CL.
A
S75 x 11
TOP OF
SLAB
COIL
ROD
f4 p1
p3
h2
d8
f1 f2
t1
d3
d2
d6
75
CL
.
p2
OF
PIL
E
DE
PT
H
g4
CO
NS
TA
NT
3
30
93
0
920
g2 M
IN
. E
MB
ED
.
g1 M
IN. E
MB
ED
.
62
0
100
38
03
80
380
65
CL.65 CL.
C
C
CONSTR.
JOINTS d7
COIL
ROD
g2
g1
g3
TOP OF SLAB
a1
k1
k2
S75‘x‘11
PART SECTION B-B
FIELD
BEND
60
0 T
OP
NOTE: THE SPIRAL AT THE TOP OF EACH PILE
TO BE 7 TURNS OF SIZE W5 WIRE, CONFORMING
TO ASTM A‘82, 535‘mm DIAMETER, 75‘mm PITCH
WITH 2 - L‘22‘x‘22‘x‘3.2 SPACERS PUNCHED TO
HOLD SPIRAL.
ELEV. A ELEV.
a
| BEAMS
( REAR ELEVATION )
AB
UT
.
AB
UT
.
AB
UT
.
AB
UT
.
ABUTMENT STEP DIAGRAM
p2
38
0
50
CL.
A
MIN
. E
MB
ED
ME
NT
g4
BA
RS
g4
BOTT. FTG. ELEV.
POINT
ELEV. A
STEP
a
ABUT.ABUT. ABUT. ABUT.
TABLE OF
ABUTMENT STEPS
TABLE OF ABUTMENT
ELEVATIONS
b1
BOTT. OF
FTG. ELEV.
( SEE TABLE‘)
PROVIDE
25‘mm
CHAMFER
ABUTMENT NOTES:
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
50
c3 c14
g4
d8
70
CL.
**
450
PART
SECTION C-C
* NOTE:
SEE DESIGN SHEET ?? FOR DETAILS
OF BARRIER RAIL. REINFORCING BARS
c3 AND c14 ARE INCLUDED
IN SUPERSTRUCTURE QUANTITIES.
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE
PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
REINFORCING BAR IS TO BE 50‘mm UNLESS OTHERWISE NOTED OR SHOWN.
THE DESIGN BEARING FOR THE ABUTMENT PILES IS ? kN.
HM
43
80
.S0
1 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1
-9
5.
RE
VIS
ED
07
-0
4 -
25
mm
LIP
AD
DE
D T
O H
AL
F S
EC
TIO
N N
EA
R A
BU
TM
EN
T.
SU
PE
RS
TR
UC
TU
RE
NO
TE
S C
HA
NG
ED
. T
AB
LE
OF
"b
2" B
AR
S I
NC
RE
AS
ED
.
9000 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION STANDARD SHEET M4380
e3
e1 d2
b1
d2
d3
15 - b1 BARS
( TOP OF SLAB )
( BOTTOM OF SLAB )
900 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
b1
b2
81
81 71 31 9
3600 TANGENT ON 2.0 % SLOPE
4500
9000 ROADWAY
SLAB AREA DOES NOT INCLUDE
THE NOMINAL 15 mm HAUNCH
340 3406 SP. @ 220 = 1320
NOTE: "b2" BARS TO BE
CENTERED OVER PIERS.
d3 & d4
COIL ROD
TYPICAL b1 SPACING
TYPICAL b1 SPACING
4 BEAM SPACES @ 2000 = 8000
SYMMETRICAL ABOUT
| ROADWAY
LEVEL
t1
g2
d5
AT
LO
W S
TE
P
265
10
70
1005
23
0
25 x 200 x 200
INDENTATION
SPACED @ 600
200 250
340
480
50 430 500
100 200
200
SHEET.
STANDARD BARRIER RAIL
RAIL REINFORCING SEE
FOR DETAILS OF RAIL AND
50 150 125 b1 BARS
50
d1
e4
e2
500
340
2002505 SP. @ 220 = 1100
6 SP. @ 220 = 1320
TOP OF SLAB
b2 SPACING
65
CL
.
25
CL
.
CONSTRUCTION
JOINT
"j1" BARS @ 210 mm |’S
( CENTERED BETWEEN "a"
BARS IN TOP OF SLAB )
"a" BARS @ 210 mm |’S
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�COIL ROD
( BENT )
þÿ�1�9� �m�m�
þÿ�S�L�A�B� �A�R�E�A�
25
S75 x 11
REDRAW FOR A & B
BEAMS TO ALIGN
FOOTING & BACKWALL
FACES. DIMENSION
1005 BECOMES 980.
NOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:32 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
REQUIRED FOR THE USE OF SPLICES.
TRANSVERSE SLAB REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF BAR
TOP BARS - LAP MIDWAY BETWEEN BEAMS (MIN. LAP = 580 mm ).
BOTTOM BARS - LAP OVER BEAMS (MIN. LAP = 580 mm ).
SUPERSTRUCTURE NOTES:
WELDED ON OPPOSITE
SIDES OF DRAIN TO
SERVE AS ANCHOR.
DRAIN DETAILS
CONCRETE AT DRAIN
66
90 6
25
40
MIN
.
( ABUTMENT BEAM SEAT )
BEAM BOTTOM
FLANGE WIDTH
LENGTH OF
430
510
560
390
470
520
75
HOLES IN EACH OUTSTANDING LEG
FOR NAILING TO FORMS.
19
0
25 mm DEPRESSION IN SLAB
TYPICAL SLAB AND
HAUNCH DETAIL
*
TOP OF SLAB
250
STRAIGHT LINE
BETWEEN HAUNCHES
MIN
.
MA
X.
LEVEL
STRAIGHT LINEGROOVE
EXTERIOR BEAMS
*
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF SLAB
INTERIOR BEAMS
* FOR SLAB THICKNESS OVER BEAMS SEE
" SLAB THICKNESS DETAILS " ON DES. SH.
75
230
480
23
0
200
200
200
BEAM SIZE A B C D
DATA FOR ONE DRAIN
MASS ( kg )
LENGTH
32.1 37.2 41.4 47.9
1110 1290 1440 1670
20 mm
DRIP
R=300 m
m
25 x 3 x 255 {
L32 x 32 x 3.2 x 100 WELDED TO
þÿ�B�O�T�H� �S�I�D�E�S� �O�F� �D�R�
NO LAPS WILL BE ALLOWED IN THE EXTERIOR BAYS.
NO LAPS WILL BE ALLOWED OVER THE EXTERIOR BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
MONOLITHICALLY WITH THE FLOOR SLAB.
CENTERS LONGITUDINALLY AND TRANSVERSELY, OR BY CONTINUOUS ROWS
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS
TO BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE".
BY THE PRESTRESSED CONCRETE BEAMS.
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".
THE FLOOR SLAB AS SHOWN INCLUDES 13 mm INTEGRAL WEARING
BAR SHALL BE 50 mm UNLESS OTHERWISE NOTED OR SHOWN.
65 mm CLEAR BELOW TOP OF SLAB. BOTTOM TRANSVERSE REINFORCING
1200 mm APART.
LENGTH OF S75 x 11
S75 x 11
TABLE OF
LONGEST
ADJACENT SPAN
BAR
SIZE
"b2" BAR SIZE
9500
11 000
12 500
14 000
15 500
17 000
18 500
20 000
21 500
23 000
24 500
26 000
27 500
29 000
30 500
32 000
33 500
15
15
15
15
15
15
15
15
15
15
20
20
20
20
25
25
25
35 000 30
OF EPOXY COATED METAL BAR HIGH CHAIRS OR SLAB BOLSTERS SPACED
COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE
ALL BEAMS ARE TO BE SET VERTICAL.
FORMS FOR THE SLAB AND BARRIER RAIL ARE TO BE SUPPORTED
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
STEEL IS TO BE PARALLEL TO AND 25 mm CLEAR ABOVE BOTTOM OF SLAB.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
EPOXY COATED METAL BAR CHAIRS SPACED AT NOT MORE THAN 900 mm
NOTE :
DRAINS ARE TO BE GALVANIZED. ?? DRAINS REQUIRED. SEE
" SITUATION PLAN " ON DESIGN SHEET ??? FOR LOCATION.
MASS OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL
STEEL" . MASS IS BASED ON ROLLED TUBE.
6‘mm STEEL PLATE ( WELDED‘) OR
203 x 102 x 6.4 ROLLED TUBE.
e3
e1
b1
b2 SPACING
TOP OF SLAB
d2
d3
t1
g2
d5
25 x 200 x 200
INDENTATION
265
50( TOP OF SLAB )
( BOTTOM OF SLAB )
LEVEL 900 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT
CONSTRUCTION
JOINT
b2
87
87
77 34
9
480
430 500
3900 TANGENT ON 2.0 % SLOPE
4800
9600 ROADWAY
SLAB AREA DOES NOT INCLUDE
THE NOMINAL 15 mm HAUNCH
305 3057 SP. @ 220 = 1540
NOTE: "b2" BARS TO BE
CENTERED OVER PIERS.
d3 & d4
d2
4 BEAM SPACES @ 2150 = 8600
b1
200
TYPICAL b1 SPACING
TYPICAL b1 SPACING
200 200215 215
305 3057 SP. @ 220 = 1540
6 SP. @ 220 = 1320
100 200
17 - b1 BARS
SPACED @ 600
230
SYMMETRICAL ABOUT
| ROADWAYSHEET.
FOR DETAILS OF RAIL AND
RAIL REINFORCING SEE
STANDARD BARRIER RAIL
50 125150 b1 BARS
d1
50
e4
e2
500
HALF SECTION NEAR PIER
65
CL
.
25
CL
.
"j1" BARS @ 190 mm |’S
( CENTERED BETWEEN "a"
BARS IN TOP OF SLAB )
"a" BARS @ 190 mm |’S
COIL ROD
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�COIL ROD
( BENT )
þÿ�1�9� �m�m�
þÿ�S�L�A�B� �A�R�E�A�
AT
LO
W S
TE
P
10
70
1005
25
REDRAW FOR A & B
BEAMS TO ALIGN
FACES. DIMENSION
1005 BECOMES 980.S75 x 11
NOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET
HM
4381.S
01 :
TH
IS
SH
EE
T I
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D 9
-1-95.
RE
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07
-0
4 -
25
mm
LIP
AD
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AL
F S
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EN
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. T
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OF
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AR
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.
STANDARD SHEET M4381 9600 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:33 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
REQUIRED FOR THE USE OF SPLICES.
TRANSVERSE SLAB REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF BAR
TOP BARS - LAP MIDWAY BETWEEN BEAMS (MIN. LAP = 580 mm ).
BOTTOM BARS - LAP OVER BEAMS (MIN. LAP = 580 mm ).
SUPERSTRUCTURE NOTES:
WELDED ON OPPOSITE
SIDES OF DRAIN TO
SERVE AS ANCHOR.
DRAIN DETAILS
CONCRETE AT DRAIN
66
90 6
25
40
MIN
.
( ABUTMENT BEAM SEAT )
BEAM BOTTOM
FLANGE WIDTH
LENGTH OF
430
510
560
390
470
520
75
HOLES IN EACH OUTSTANDING LEG
FOR NAILING TO FORMS.
19
0
25 mm DEPRESSION IN SLAB
TYPICAL SLAB AND
HAUNCH DETAIL
*
TOP OF SLAB
250
STRAIGHT LINE
BETWEEN HAUNCHES
MIN
.
MA
X.
LEVEL
STRAIGHT LINEGROOVE
EXTERIOR BEAMS
*
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF SLAB
INTERIOR BEAMS
* FOR SLAB THICKNESS OVER BEAMS SEE
" SLAB THICKNESS DETAILS " ON DES. SH.
75
230
480
23
0
200
200
200
BEAM SIZE A B C D
DATA FOR ONE DRAIN
MASS ( kg )
LENGTH
32.1 37.2 41.4 47.9
1110 1290 1440 1670
20 mm
DRIP
R=300 m
m
25 x 3 x 255 {
L32 x 32 x 3.2 x 100 WELDED TO
þÿ�B�O�T�H� �S�I�D�E�S� �O�F� �D�R�
NO LAPS WILL BE ALLOWED IN THE EXTERIOR BAYS.
NO LAPS WILL BE ALLOWED OVER THE EXTERIOR BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
MONOLITHICALLY WITH THE FLOOR SLAB.
CENTERS LONGITUDINALLY AND TRANSVERSELY, OR BY CONTINUOUS ROWS
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS
TO BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE".
BY THE PRESTRESSED CONCRETE BEAMS.
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".
THE FLOOR SLAB AS SHOWN INCLUDES 13 mm INTEGRAL WEARING
BAR SHALL BE 50 mm UNLESS OTHERWISE NOTED OR SHOWN.
65 mm CLEAR BELOW TOP OF SLAB. BOTTOM TRANSVERSE REINFORCING
1200 mm APART.
LENGTH OF S75 x 11
S75 x 11
TABLE OF
LONGEST
ADJACENT SPAN
BAR
SIZE
"b2" BAR SIZE
9500
11 000
12 500
14 000
15 500
17 000
18 500
20 000
21 500
23 000
24 500
26 000
27 500
29 000
30 500
32 000
33 500
15
15
15
15
15
15
15
15
15
15
20
20
20
20
25
25
25
35 000 30
OF EPOXY COATED METAL BAR HIGH CHAIRS OR SLAB BOLSTERS SPACED
COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE
ALL BEAMS ARE TO BE SET VERTICAL.
FORMS FOR THE SLAB AND BARRIER RAIL ARE TO BE SUPPORTED
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
STEEL IS TO BE PARALLEL TO AND 25 mm CLEAR ABOVE BOTTOM OF SLAB.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
EPOXY COATED METAL BAR CHAIRS SPACED AT NOT MORE THAN 900 mm
NOTE :
DRAINS ARE TO BE GALVANIZED. ?? DRAINS REQUIRED. SEE
" SITUATION PLAN " ON DESIGN SHEET ??? FOR LOCATION.
MASS OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL
STEEL" . MASS IS BASED ON ROLLED TUBE.
6‘mm STEEL PLATE ( WELDED‘) OR
203 x 102 x 6.4 ROLLED TUBE.
HM
4382.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
07
-0
4 -
25
mm
LIP
AD
DE
D T
O H
AL
F S
EC
TIO
N N
EA
R A
BU
TM
EN
T.
SU
PE
RS
TR
UC
TU
RE
NO
TE
S C
HA
NG
ED
. T
AB
LE
OF
"b
2" B
AR
S I
NC
RE
AS
ED
.
STANDARD SHEET M4382 10 800 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION
e3
e1 d2
b1
b2 SPACING
TOP OF SLAB
d2
d3
( TOP OF SLAB )
( BOTTOM OF SLAB )
900 PARABOLIC
CROWN
t1
g2
d5
25 x 200 x 200
INDENTATION
265
LEVEL
15 - b1 BARS
10 800 ROADWAY
b1
CL
.
6 SP. @ 220 = 1320
99
99 89 50 1
1
9
b2
5 BEAM SPACES @ 1960 = 9800
23
0
100 200
200
65
25
NOTE: "b2" BARS TO BE
CENTERED OVER PIERS.
TYPICAL b1 SPACING
TYPICAL b1 SPACING
7 SP. @ 220 = 1540
6 SP. @ 220 = 1320
210 210
320 320
50 430 500
480
4500 TANGENT ON 2.0 % SLOPE
5400
320 320
SLAB AREA DOES NOT INCLUDE
THE NOMINAL 15 mm HAUNCH
d3 & d4
SPACED @ 600
HALF SECTION NEAR ABUTMENT
CONSTRUCTION
JOINT
HALF SECTION NEAR PIER
SHEET.
STANDARD BARRIER RAIL
RAIL REINFORCING SEE
FOR DETAILS OF RAIL AND
50 150 125 b1 BARS
50
d1
e4
e2
500
SYMMETRICAL ABOUT
| ROADWAY
CL
.
COIL ROD
( BENT )
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
"j1" BARS @ 210 mm |’S
( CENTERED BETWEEN "a"
BARS IN TOP OF SLAB )
"a" BARS @
210 mm |’S
þÿ�S�L�A�B� �A�R�E�A�
AT
LO
W S
TE
P
10
70
1005
25
S75 x 11
NOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:33 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
REQUIRED FOR THE USE OF SPLICES.
TRANSVERSE SLAB REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF BAR
TOP BARS - LAP MIDWAY BETWEEN BEAMS (MIN. LAP = 580 mm ).
BOTTOM BARS - LAP OVER BEAMS (MIN. LAP = 580 mm ).
SUPERSTRUCTURE NOTES:
WELDED ON OPPOSITE
SIDES OF DRAIN TO
SERVE AS ANCHOR.
DRAIN DETAILS
CONCRETE AT DRAIN
66
90 6
25
40
MIN
.
( ABUTMENT BEAM SEAT )
BEAM BOTTOM
FLANGE WIDTH
LENGTH OF
430
510
560
390
470
520
75
HOLES IN EACH OUTSTANDING LEG
FOR NAILING TO FORMS.
19
0
25 mm DEPRESSION IN SLAB
TYPICAL SLAB AND
HAUNCH DETAIL
*
TOP OF SLAB
250
STRAIGHT LINE
BETWEEN HAUNCHES
MIN
.
MA
X.
LEVEL
STRAIGHT LINEGROOVE
EXTERIOR BEAMS
*
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF SLAB
INTERIOR BEAMS
* FOR SLAB THICKNESS OVER BEAMS SEE
" SLAB THICKNESS DETAILS " ON DES. SH.
75
230
480
23
0
200
200
200
BEAM SIZE A B C D
DATA FOR ONE DRAIN
MASS ( kg )
LENGTH
32.1 37.2 41.4 47.9
1110 1290 1440 1670
20 mm
DRIP
R=300 m
m
25 x 3 x 255 {
L32 x 32 x 3.2 x 100 WELDED TO
þÿ�B�O�T�H� �S�I�D�E�S� �O�F� �D�R�
NO LAPS WILL BE ALLOWED IN THE EXTERIOR BAYS.
NO LAPS WILL BE ALLOWED OVER THE EXTERIOR BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
MONOLITHICALLY WITH THE FLOOR SLAB.
CENTERS LONGITUDINALLY AND TRANSVERSELY, OR BY CONTINUOUS ROWS
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS
TO BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE".
BY THE PRESTRESSED CONCRETE BEAMS.
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".
THE FLOOR SLAB AS SHOWN INCLUDES 13 mm INTEGRAL WEARING
BAR SHALL BE 50 mm UNLESS OTHERWISE NOTED OR SHOWN.
65 mm CLEAR BELOW TOP OF SLAB. BOTTOM TRANSVERSE REINFORCING
1200 mm APART.
LENGTH OF S75 x 11
S75 x 11
TABLE OF
LONGEST
ADJACENT SPAN
BAR
SIZE
"b2" BAR SIZE
9500
11 000
12 500
14 000
15 500
17 000
18 500
20 000
21 500
23 000
24 500
26 000
27 500
29 000
30 500
32 000
33 500
15
15
15
15
15
15
15
15
15
15
20
20
20
20
25
25
25
35 000 30
OF EPOXY COATED METAL BAR HIGH CHAIRS OR SLAB BOLSTERS SPACED
COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE
ALL BEAMS ARE TO BE SET VERTICAL.
FORMS FOR THE SLAB AND BARRIER RAIL ARE TO BE SUPPORTED
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
STEEL IS TO BE PARALLEL TO AND 25 mm CLEAR ABOVE BOTTOM OF SLAB.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
EPOXY COATED METAL BAR CHAIRS SPACED AT NOT MORE THAN 900 mm
NOTE :
DRAINS ARE TO BE GALVANIZED. ?? DRAINS REQUIRED. SEE
" SITUATION PLAN " ON DESIGN SHEET ??? FOR LOCATION.
MASS OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL
STEEL" . MASS IS BASED ON ROLLED TUBE.
6‘mm STEEL PLATE ( WELDED‘) OR
203 x 102 x 6.4 ROLLED TUBE.
HM
4383.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
07
-0
4 -
25
mm
LIP
AD
DE
D T
O H
AL
F S
EC
TIO
N N
EA
R A
BU
TM
EN
T.
SU
PE
RS
TR
UC
TU
RE
NO
TE
S C
HA
NG
ED
. T
AB
LE
OF
"b
2" B
AR
S I
NC
RE
AS
ED
.
STANDARD SHEET M4383 12 000 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION
900 PARABOLIC
CROWN
( TOP OF SLAB )
LEVEL
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
t1
g2
d5
265
b2 SPACING
TOP OF SLAB
b1
17 - b1 BARS
CL
.
12 000 ROADWAY
d2
d3
b1
b2
23
0
25 x 200 x 200
INDENTATION
SPACED @ 600
200 240 240 200
330330 7 SP. @ 220 = 1540
480
TYPICAL b1 SPACING
TYPICAL b1 SPACING
330 3307 SP. @ 220 = 1540
65
5 BEAM SPACES @ 2200 = 11 000
NOTE: "b2" BARS TO BE
CENTERED OVER PIERS.
50 430 500
100 200
200
500
6 SP. @ 220 = 1320
CONSTRUCTION
JOINT
LEVEL
| BRIDGE
ROADWAY
69 25
3
99
99
89459
12
3
12
3
11
3
5700 TANGENT ON 2.0 % SLOPE
6600
SLAB AREA DOES NOT INCLUDE
THE NOMINAL 15 mm HAUNCH
4500 TANGENT ON 2.0 % SLOPE
5400 480
504305001700 500
600
50 150 125 b1 BARS
50
e2
d1
e4
SHEET.
STANDARD BARRIER RAIL
RAIL REINFORCING SEE
FOR DETAILS OF RAIL AND
d3 & d4
d2
25
CL
.
e3
e1
| APPROACH
ROADWAY
9
900 PARABOLIC
CROWN
( BOTTOM OF SLAB )
COIL ROD
( BENT )
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
"j1" BARS @ 190 mm |’S
( CENTERED BETWEEN "a"
BARS IN TOP OF SLAB )"a" BARS @ 190 mm |’S
þÿ�S�L�A�B� �A�R�E�A�
AT
LO
W S
TE
P
10
70
1005
25
S75 x 11
NOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:34 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
REQUIRED FOR THE USE OF SPLICES.
TRANSVERSE SLAB REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF BAR
TOP BARS - LAP MIDWAY BETWEEN BEAMS (MIN. LAP = 580 mm ).
BOTTOM BARS - LAP OVER BEAMS (MIN. LAP = 580 mm ).
SUPERSTRUCTURE NOTES:
WELDED ON OPPOSITE
SIDES OF DRAIN TO
SERVE AS ANCHOR.
DRAIN DETAILS
CONCRETE AT DRAIN
66
90 6
25
40
MIN
.
( ABUTMENT BEAM SEAT )
BEAM BOTTOM
FLANGE WIDTH
LENGTH OF
430
510
560
390
470
520
75
HOLES IN EACH OUTSTANDING LEG
FOR NAILING TO FORMS.
19
0
25 mm DEPRESSION IN SLAB
TYPICAL SLAB AND
HAUNCH DETAIL
*
TOP OF SLAB
250
STRAIGHT LINE
BETWEEN HAUNCHES
MIN
.
MA
X.
LEVEL
STRAIGHT LINEGROOVE
EXTERIOR BEAMS
*
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF SLAB
INTERIOR BEAMS
* FOR SLAB THICKNESS OVER BEAMS SEE
" SLAB THICKNESS DETAILS " ON DES. SH.
75
230
480
23
0
200
200
200
BEAM SIZE A B C D
DATA FOR ONE DRAIN
MASS ( kg )
LENGTH
32.1 37.2 41.4 47.9
1110 1290 1440 1670
20 mm
DRIP
R=300 m
m
25 x 3 x 255 {
L32 x 32 x 3.2 x 100 WELDED TO
þÿ�B�O�T�H� �S�I�D�E�S� �O�F� �D�R�
NO LAPS WILL BE ALLOWED IN THE EXTERIOR BAYS.
NO LAPS WILL BE ALLOWED OVER THE EXTERIOR BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
MONOLITHICALLY WITH THE FLOOR SLAB.
CENTERS LONGITUDINALLY AND TRANSVERSELY, OR BY CONTINUOUS ROWS
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS
TO BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE".
BY THE PRESTRESSED CONCRETE BEAMS.
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".
THE FLOOR SLAB AS SHOWN INCLUDES 13 mm INTEGRAL WEARING
BAR SHALL BE 50 mm UNLESS OTHERWISE NOTED OR SHOWN.
65 mm CLEAR BELOW TOP OF SLAB. BOTTOM TRANSVERSE REINFORCING
1200 mm APART.
LENGTH OF S75 x 11
S75 x 11
TABLE OF
LONGEST
ADJACENT SPAN
BAR
SIZE
"b2" BAR SIZE
9500
11 000
12 500
14 000
15 500
17 000
18 500
20 000
21 500
23 000
24 500
26 000
27 500
29 000
30 500
32 000
33 500
15
15
15
15
15
15
15
15
15
15
20
20
20
20
25
25
25
35 000 30
OF EPOXY COATED METAL BAR HIGH CHAIRS OR SLAB BOLSTERS SPACED
COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE
ALL BEAMS ARE TO BE SET VERTICAL.
FORMS FOR THE SLAB AND BARRIER RAIL ARE TO BE SUPPORTED
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
STEEL IS TO BE PARALLEL TO AND 25 mm CLEAR ABOVE BOTTOM OF SLAB.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
EPOXY COATED METAL BAR CHAIRS SPACED AT NOT MORE THAN 900 mm
NOTE :
DRAINS ARE TO BE GALVANIZED. ?? DRAINS REQUIRED. SEE
" SITUATION PLAN " ON DESIGN SHEET ??? FOR LOCATION.
MASS OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL
STEEL" . MASS IS BASED ON ROLLED TUBE.
6‘mm STEEL PLATE ( WELDED‘) OR
203 x 102 x 6.4 ROLLED TUBE.
b2 SPACING
TOP OF SLAB
( BOTTOM OF SLAB )
LEVEL 900 PARABOLIC
CROWN
13 200 ROADWAY
50
50
d1
e2
e4
t1
g2
d5
265
b1
65
CL
.
d2 d2
d3 e3
e1
b2
72
32 9
200200100
25‘x‘200‘x‘200
INDENTATION
SPACED @ 600
230
480
123
12
3
11
3
5700 TANGENT ON 2.0 % SLOPE
6600
6 SP. @ 220 = 1320355 355
b1
25
CL
.
500
d3 & d4
6 BEAM SPACES AT 2030 = 12 180
b1 BARS125150
SLAB AREA DOES NOT INCLUDE
THE NOMINAL 15 mm HAUNCH
355 3556 SP. @ 220 = 1320
NOTE: "b2" BARS TO BE
CENTERED OVER PIERS.
CONSTRUCTION
JOINT
TYPICAL b1 SPACING
SYMMETRICAL ABOUT
| ROADWAY
200 265 5 SP. @ 220 = 1100 265 200
( TOP OF SLAB )
TYPICAL b1 SPACING50 430 510
COIL ROD
þÿ�1�9� �m�m�
"j1" BARS @ 210 mm |’S
( CENTERED BETWEEN "a"
BARS IN TOP OF SLAB ) "a" BARS @ 210 mm |’S
COIL ROD
( BENT )
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
15 - b1 BARS
þÿ�S�L�A�B� �A�R�E�A�
AT
LO
W S
TE
P
10
70
1015
25
S75 x 11
HALF SECTION NEAR ABUTMENTNOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET
HALF SECTION NEAR PIER
FOR DETAILS OF RAIL AND
RAIL REINFORCING SEE
STANDARD BARRIER RAIL
SHEET
HM
4384.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
07
-0
4 -
25
mm
LIP
AD
DE
D T
O H
AL
F S
EC
TIO
N N
EA
R A
BU
TM
EN
T.
SU
PE
RS
TR
UC
TU
RE
NO
TE
S C
HA
NG
ED
. T
AB
LE
OF
"b
2" B
AR
S I
NC
RE
AS
ED
.
13 200 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION STANDARD SHEET M4384 COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:34 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
REQUIRED FOR THE USE OF SPLICES.
TRANSVERSE SLAB REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF BAR
TOP BARS - LAP MIDWAY BETWEEN BEAMS (MIN. LAP = 580 mm ).
BOTTOM BARS - LAP OVER BEAMS (MIN. LAP = 580 mm ).
SUPERSTRUCTURE NOTES:
WELDED ON OPPOSITE
SIDES OF DRAIN TO
SERVE AS ANCHOR.
DRAIN DETAILS
CONCRETE AT DRAIN
66
90 6
25
40
MIN
.
( ABUTMENT BEAM SEAT )
BEAM BOTTOM
FLANGE WIDTH
LENGTH OF
430
510
560
390
470
520
75
HOLES IN EACH OUTSTANDING LEG
FOR NAILING TO FORMS.
19
0
25 mm DEPRESSION IN SLAB
TYPICAL SLAB AND
HAUNCH DETAIL
*
TOP OF SLAB
250
STRAIGHT LINE
BETWEEN HAUNCHES
MIN
.
MA
X.
LEVEL
STRAIGHT LINEGROOVE
EXTERIOR BEAMS
*
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF SLAB
INTERIOR BEAMS
* FOR SLAB THICKNESS OVER BEAMS SEE
" SLAB THICKNESS DETAILS " ON DES. SH.
75
230
480
23
0
200
200
200
BEAM SIZE A B C D
DATA FOR ONE DRAIN
MASS ( kg )
LENGTH
32.1 37.2 41.4 47.9
1110 1290 1440 1670
20 mm
DRIP
R=300 m
m
25 x 3 x 255 {
L32 x 32 x 3.2 x 100 WELDED TO
þÿ�B�O�T�H� �S�I�D�E�S� �O�F� �D�R�
NO LAPS WILL BE ALLOWED IN THE EXTERIOR BAYS.
NO LAPS WILL BE ALLOWED OVER THE EXTERIOR BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
MONOLITHICALLY WITH THE FLOOR SLAB.
CENTERS LONGITUDINALLY AND TRANSVERSELY, OR BY CONTINUOUS ROWS
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS
TO BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE".
BY THE PRESTRESSED CONCRETE BEAMS.
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".
THE FLOOR SLAB AS SHOWN INCLUDES 13 mm INTEGRAL WEARING
BAR SHALL BE 50 mm UNLESS OTHERWISE NOTED OR SHOWN.
65 mm CLEAR BELOW TOP OF SLAB. BOTTOM TRANSVERSE REINFORCING
1200 mm APART.
LENGTH OF S75 x 11
S75 x 11
TABLE OF
LONGEST
ADJACENT SPAN
BAR
SIZE
"b2" BAR SIZE
9500
11 000
12 500
14 000
15 500
17 000
18 500
20 000
21 500
23 000
24 500
26 000
27 500
29 000
30 500
32 000
33 500
15
15
15
15
15
15
15
15
15
15
20
20
20
20
25
25
25
35 000 30
OF EPOXY COATED METAL BAR HIGH CHAIRS OR SLAB BOLSTERS SPACED
COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE
ALL BEAMS ARE TO BE SET VERTICAL.
FORMS FOR THE SLAB AND BARRIER RAIL ARE TO BE SUPPORTED
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
STEEL IS TO BE PARALLEL TO AND 25 mm CLEAR ABOVE BOTTOM OF SLAB.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
EPOXY COATED METAL BAR CHAIRS SPACED AT NOT MORE THAN 900 mm
NOTE :
DRAINS ARE TO BE GALVANIZED. ?? DRAINS REQUIRED. SEE
" SITUATION PLAN " ON DESIGN SHEET ??? FOR LOCATION.
MASS OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL
STEEL" . MASS IS BASED ON ROLLED TUBE.
6‘mm STEEL PLATE ( WELDED‘) OR
203 x 102 x 6.4 ROLLED TUBE.
HM
4385.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
07
-0
4 -
25
mm
LIP
AD
DE
D T
O H
AL
F S
EC
TIO
N N
EA
R A
BU
TM
EN
T.
SU
PE
RS
TR
UC
TU
RE
NO
TE
S C
HA
NG
ED
. T
AB
LE
OF
"b
2" B
AR
S I
NC
RE
AS
ED
.
12 000 mm RDWY. PPCB ( ALL BEAMS - INTEGRAL ABUT. ) CROSS SECTION ( SYMM. CROWN ) STANDARD SHEET M4385
900 PARABOLIC
CROWN
( TOP OF SLAB )
( BOTTOM OF SLAB )
LEVEL
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
t1
g2
d5
265
b2 SPACING
TOP OF SLAB
b1
17 - b1 BARS
d2
CL
.
CL
.
12 000 ROADWAY
d2
d3
b1
e1
b2
9
13
57
23
0
25 x 200 x 200
INDENTATION
SPACED @ 600
200 240 240 200
330330 7 SP. @ 220 = 1540
480
111
111
101
6000
5100 TANGENT ON 2.0 % SLOPE
TYPICAL b1 SPACING
TYPICAL b1 SPACING
SLAB AREA DOES NOT INCLUDE
THE NOMINAL 15 mm HAUNCH
330 3307 SP. @ 220 = 1540
65
25
d3 & d4
5 BEAM SPACES @ 2200 = 11 000
NOTE: "b2" BARS TO BE
CENTERED OVER PIERS.
50 430 500
100 200
200
50 125 b1 BARS
50
SHEET.
STANDARD BARRIER RAIL
RAIL REINFORCING SEE
FOR DETAILS OF RAIL AND
150
e4
d1
e2
500
e3
6 SP. @ 220 = 1320
CONSTRUCTION
JOINT
SYMMETRICAL ABOUT
| ROADWAY
NOTE : FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET
"j1" BARS @ 190 mm |’S
( CENTERED BETWEEN "a"
BARS IN TOP OF SLAB )"a" BARS @ 190 mm |’S
COIL ROD
þÿ�1�9� �m�m�
COIL ROD
( BENT )
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
þÿ�S�L�A�B� �A�R�E�A�
AT
LO
W S
TE
P
10
70
1005
25
S75 x 11
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:34 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
REQUIRED FOR THE USE OF SPLICES.
TRANSVERSE SLAB REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF BAR
TOP BARS - LAP MIDWAY BETWEEN BEAMS (MIN. LAP = 580 mm ).
BOTTOM BARS - LAP OVER BEAMS (MIN. LAP = 580 mm ).
SUPERSTRUCTURE NOTES:
WELDED ON OPPOSITE
SIDES OF DRAIN TO
SERVE AS ANCHOR.
DRAIN DETAILS
CONCRETE AT DRAIN
66
90 6
25
40
MIN
.
( ABUTMENT BEAM SEAT )
BEAM BOTTOM
FLANGE WIDTH
LENGTH OF
430
510
560
390
470
520
75
HOLES IN EACH OUTSTANDING LEG
FOR NAILING TO FORMS.
19
0
25 mm DEPRESSION IN SLAB
TYPICAL SLAB AND
HAUNCH DETAIL
*
TOP OF SLAB
250
STRAIGHT LINE
BETWEEN HAUNCHES
MIN
.
MA
X.
LEVEL
STRAIGHT LINEGROOVE
EXTERIOR BEAMS
*
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF SLAB
INTERIOR BEAMS
* FOR SLAB THICKNESS OVER BEAMS SEE
" SLAB THICKNESS DETAILS " ON DES. SH.
75
230
480
23
0
200
200
200
BEAM SIZE A B C D
DATA FOR ONE DRAIN
MASS ( kg )
LENGTH
32.1 37.2 41.4 47.9
1110 1290 1440 1670
20 mm
DRIP
R=300 m
m
25 x 3 x 255 {
L32 x 32 x 3.2 x 100 WELDED TO
þÿ�B�O�T�H� �S�I�D�E�S� �O�F� �D�R�
NO LAPS WILL BE ALLOWED IN THE EXTERIOR BAYS.
NO LAPS WILL BE ALLOWED OVER THE EXTERIOR BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
MONOLITHICALLY WITH THE FLOOR SLAB.
CENTERS LONGITUDINALLY AND TRANSVERSELY, OR BY CONTINUOUS ROWS
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS
TO BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE".
BY THE PRESTRESSED CONCRETE BEAMS.
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
BID FOR "PRETENSIONED PRESTRESSED CONCRETE BEAMS".
THE FLOOR SLAB AS SHOWN INCLUDES 13 mm INTEGRAL WEARING
BAR SHALL BE 50 mm UNLESS OTHERWISE NOTED OR SHOWN.
65 mm CLEAR BELOW TOP OF SLAB. BOTTOM TRANSVERSE REINFORCING
1200 mm APART.
LENGTH OF S75 x 11
S75 x 11
TABLE OF
LONGEST
ADJACENT SPAN
BAR
SIZE
"b2" BAR SIZE
9500
11 000
12 500
14 000
15 500
17 000
18 500
20 000
21 500
23 000
24 500
26 000
27 500
29 000
30 500
32 000
33 500
15
15
15
15
15
15
15
15
15
15
20
20
20
20
25
25
25
35 000 30
OF EPOXY COATED METAL BAR HIGH CHAIRS OR SLAB BOLSTERS SPACED
COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE
ALL BEAMS ARE TO BE SET VERTICAL.
FORMS FOR THE SLAB AND BARRIER RAIL ARE TO BE SUPPORTED
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
STEEL IS TO BE PARALLEL TO AND 25 mm CLEAR ABOVE BOTTOM OF SLAB.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
EPOXY COATED METAL BAR CHAIRS SPACED AT NOT MORE THAN 900 mm
NOTE :
DRAINS ARE TO BE GALVANIZED. ?? DRAINS REQUIRED. SEE
" SITUATION PLAN " ON DESIGN SHEET ??? FOR LOCATION.
MASS OF DRAINS IS INCLUDED IN THE QUANTITY FOR "STRUCTURAL
STEEL" . MASS IS BASED ON ROLLED TUBE.
6‘mm STEEL PLATE ( WELDED‘) OR
203 x 102 x 6.4 ROLLED TUBE.
| BEAM
BEARING | BEAM
| PIER
B
B
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
70
0 250
250
525 430
NEOPRENE BEARING
PAD ( 230 x 25 x ??)
| BEAMS
380
| ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
3 E
Q.
SP
. : 4
-e1
& 4
-e3
)
AT PIER
(BENT
480
480 35
5125
460 460
230
15
0
50
0350
350
650
325 325
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
COIL ROD
HM
4500.S
01 :
TH
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SH
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D 9
-1-95.
STANDARD SHEET M4500"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - 0^ SKEW
PVC PIPE
PVC PIPE
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. 7
5‘m
m P
VC
PIP
E A
DD
ED
TO
WIN
GS
AN
D N
OT
E.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:35 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
g2
g1
t1
d5
h2
A
A
C
PART END VIEW AT ABUTMENT
d6
g1
TOP OF SLAB
d2
d3
t1
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER
g2
FACE TO FACE OF BARRIER RAIL END SECTIONS
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
D
100 MIN. CL.
150 MAX. CL.
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
PART SECTION C-C
h1
h2
s1
480
355
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
420
(TYP. FOR e1 & e4)
b1
b2
250 250
500
1930
1020
91
0
PARALLEL TO THE
THEORETICAL | GRADE
ELEV. A
SECTION A-A
j1
h2
"C
"
75
6 E
Q. S
P. : 1
4 -
h2 B
AR
S1
00
LOCATION ELEV. A ELEV. BDIM "C"
25 x 200 x 200
INDENTATION
SPACED @ 600
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
TABLE OF WING
ELEVATIONS
15 M
AX
ELEV. B
2100 BARRIER RAIL END SECTION
MIN
. LAP
FIELD BEND
h1
s1
C
D
ELEV. B
~
~ c5-13 F.F.
~
c1 B.F. & F.F.
c2
710
17
90
16
50
15
10
13
70
12
30
10
90
95
0
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
3 mm RADIUS
DETAIL "C"
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
k2
k1
d7
S75‘x‘11
g3
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
þÿ�1�9� �m�m�
COIL ROD
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
SEE DETAIL "C"
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND SPACING
FOR "c" BARRIER RAIL BARS. REINFORCING BARS
"c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
"s" BAR 6‘mm PREFORMED
EXPANSION
JOINT FILLER.
NOTE:
þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�
PRIOR TO BACKFILLING BEHIND ABUTMENTS.
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰� 150 T
YP
. 150 TYP.
HM
4501.S
01 :
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IS
SH
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-1-95.
STANDARD SHEET M4501 "A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.) 0^01’-7^30’ SKEW
| BEAM
BEARING | BEAM
| PIER
B
B
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
750
250
250
525 430
NEOPRENE BEARING
PAD ( 230 x 25 x ??)
| BEAMS
| ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
)
AT PIER
380
3 E
Q. S
P.;
4-
e1
(BENT 48
0 35
5125
480
460 460
230
15
0
50
0
350 350
400
& 4- e3
700
400
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
COIL ROD
PVC PIPE
PVC PIPE
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. 7
5‘m
m P
VC
PIP
E A
DD
ED
TO
WIN
GS
AN
D N
OT
E.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:35 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
g2
g1
t1
d5
h2
A
A
C
PART END VIEW AT ABUTMENT
d6
g1
TOP OF SLAB
d2
d3
t1
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER
g2
FACE TO FACE OF BARRIER RAIL END SECTIONS
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
D
100 MIN. CL.
150 MAX. CL.
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
PART SECTION C-C
h1
h2
s1
480
355
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
420
(TYP. FOR e1 & e4)
b1
b2
250 250
500
1930
1020
91
0
PARALLEL TO THE
THEORETICAL | GRADE
ELEV. A
SECTION A-A
j1
h2
"C
"
75
6 E
Q. S
P. : 1
4 -
h2 B
AR
S1
00
LOCATION ELEV. A ELEV. BDIM "C"
25 x 200 x 200
INDENTATION
SPACED @ 600
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
TABLE OF WING
ELEVATIONS
15 M
AX
ELEV. B
2100 BARRIER RAIL END SECTION
MIN
. LAP
FIELD BEND
h1
s1
C
D
ELEV. B
~
~ c5-13 F.F.
~
c1 B.F. & F.F.
c2
710
17
90
16
50
15
10
13
70
12
30
10
90
95
0
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
3 mm RADIUS
DETAIL "C"
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
k2
k1
d7
S75‘x‘11
g3
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
þÿ�1�9� �m�m�
COIL ROD
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
SEE DETAIL "C"
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND SPACING
FOR "c" BARRIER RAIL BARS. REINFORCING BARS
"c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
"s" BAR 6‘mm PREFORMED
EXPANSION
JOINT FILLER.
NOTE:
þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�
PRIOR TO BACKFILLING BEHIND ABUTMENTS.
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰� 150 T
YP
. 150 TYP.
HM
45
02
.S0
1 :
TH
IS
SH
EE
T I
SS
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D 9
-1
-9
5.
STANDARD SHEET M4502"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.)7^31’-15^ SKEW
| BEAM
BEARING
| BEAM
| PIER
B
B
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
800
250
250
525430
NEOPRENE BEARING
PAD ( 230 x 25 x ??)
| BEAMS
| ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
)
AT PIER
380 & 4 - e3
(BENT
480
480 35
5125
460460
230
15
0
50
0
450
450
3 E
Q. S
P. ; 4
- e
1
750
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
COIL ROD
PVC PIPE
PVC PIPE
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. 7
5‘m
m P
VC
PIP
E A
DD
ED
TO
WIN
GS
AN
D N
OT
E.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:35 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
g2
g1
t1
d5
h2
A
A
C
PART END VIEW AT ABUTMENT
d6
g1
TOP OF SLAB
d2
d3
t1
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER
g2
FACE TO FACE OF BARRIER RAIL END SECTIONS
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
D
100 MIN. CL.
150 MAX. CL.
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
PART SECTION C-C
h1
h2
s1
480
355
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
420
(TYP. FOR e1 & e4)
b1
b2
250 250
500
1930
1020
91
0
PARALLEL TO THE
THEORETICAL | GRADE
ELEV. A
SECTION A-A
j1
h2
"C
"
75
6 E
Q. S
P. : 1
4 -
h2 B
AR
S1
00
LOCATION ELEV. A ELEV. BDIM "C"
25 x 200 x 200
INDENTATION
SPACED @ 600
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
TABLE OF WING
ELEVATIONS
15 M
AX
ELEV. B
2100 BARRIER RAIL END SECTION
MIN
. LAP
FIELD BEND
h1
s1
C
D
ELEV. B
~
~ c5-13 F.F.
~
c1 B.F. & F.F.
c2
710
17
90
16
50
15
10
13
70
12
30
10
90
95
0
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
3 mm RADIUS
DETAIL "C"
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
k2
k1
d7
S75‘x‘11
g3
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
þÿ�1�9� �m�m�
COIL ROD
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
SEE DETAIL "C"
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND SPACING
FOR "c" BARRIER RAIL BARS. REINFORCING BARS
"c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
"s" BAR 6‘mm PREFORMED
EXPANSION
JOINT FILLER.
NOTE:
þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�
PRIOR TO BACKFILLING BEHIND ABUTMENTS.
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰� 150 T
YP
. 150 TYP.
HM
4503.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
STANDARD SHEET M4503"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.) 15^01’-30^ SKEW
| BEAM
BEARING | BEAM
| PIER
B
B
250
250
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
525
430
950
NEOPRENE BEARING
PAD ( 230 x 25 x ??)
| BEAMS
380
| ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
)
AT PIER
(BENT
3 E
Q. S
P.; 4
- e
1
480 35
5125
480
460
460
500
15
0
230
650
& 4
- e
3
650
900
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
COIL ROD
PVC PIPE
PVC PIPE
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. 7
5‘m
m P
VC
PIP
E A
DD
ED
TO
WIN
GS
AN
D N
OT
E.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:36 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
g2
g1
t1
d5
h2
A
A
C
PART END VIEW AT ABUTMENT
d6
g1
TOP OF SLAB
d2
d3
t1
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER
g2
FACE TO FACE OF BARRIER RAIL END SECTIONS
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
D
100 MIN. CL.
150 MAX. CL.
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
PART SECTION C-C
h1
h2
s1
480
355
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
420
(TYP. FOR e1 & e4)
b1
b2
250 250
500
1930
1020
91
0
PARALLEL TO THE
THEORETICAL | GRADE
ELEV. A
SECTION A-A
j1
h2
"C
"
75
6 E
Q. S
P. : 1
4 -
h2 B
AR
S1
00
LOCATION ELEV. A ELEV. BDIM "C"
25 x 200 x 200
INDENTATION
SPACED @ 600
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
TABLE OF WING
ELEVATIONS
15 M
AX
ELEV. B
2100 BARRIER RAIL END SECTION
MIN
. LAP
FIELD BEND
h1
s1
C
D
ELEV. B
~
~ c5-13 F.F.
~
c1 B.F. & F.F.
c2
710
17
90
16
50
15
10
13
70
12
30
10
90
95
0
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
3 mm RADIUS
DETAIL "C"
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
k2
k1
d7
S75‘x‘11
g3
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
þÿ�1�9� �m�m�
COIL ROD
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
SEE DETAIL "C"
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND SPACING
FOR "c" BARRIER RAIL BARS. REINFORCING BARS
"c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
"s" BAR 6‘mm PREFORMED
EXPANSION
JOINT FILLER.
NOTE:
þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�
PRIOR TO BACKFILLING BEHIND ABUTMENTS.
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰� 150 T
YP
. 150 TYP.
HM
45
04
.S0
1 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1
-9
5.
STANDARD SHEET M4504"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 0^01’-7^30’ SKEW
| BEAM
BEARING | BEAM
| PIER
B
B
525 430
250
250
750
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
NEOPRENE BEARING
PAD ( 230 x 25 x ??)
| BEAMS
| ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
380
PART SECTION
| PIER
e4
d3
e1
e3
d4
)
AT PIER
3 E
Q. S
P.; 4- e1
(BENT
480 355
125
480
460 460
e2
350 350
& 4- e3
400
400
700
2301
50
500
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
COIL ROD
PVC PIPE
PVC PIPE
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. 7
5‘m
m P
VC
PIP
E A
DD
ED
TO
WIN
GS
AN
D N
OT
E.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:36 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
g2
g1
t1
d5
h2
A
A
C
PART END VIEW AT ABUTMENT
d6
g1
TOP OF SLAB
d2
d3
t1
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER
g2
FACE TO FACE OF BARRIER RAIL END SECTIONS
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
D
100 MIN. CL.
150 MAX. CL.
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
PART SECTION C-C
h1
h2
s1
480
355
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
420
(TYP. FOR e1 & e4)
b1
b2
250 250
500
1930
1020
91
0
PARALLEL TO THE
THEORETICAL | GRADE
ELEV. A
SECTION A-A
j1
h2
"C
"
75
6 E
Q. S
P. : 1
4 -
h2 B
AR
S1
00
LOCATION ELEV. A ELEV. BDIM "C"
25 x 200 x 200
INDENTATION
SPACED @ 600
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
TABLE OF WING
ELEVATIONS
15 M
AX
ELEV. B
2100 BARRIER RAIL END SECTION
MIN
. LAP
FIELD BEND
h1
s1
C
D
ELEV. B
~
~ c5-13 F.F.
~
c1 B.F. & F.F.
c2
710
17
90
16
50
15
10
13
70
12
30
10
90
95
0
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
3 mm RADIUS
DETAIL "C"
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
k2
k1
d7
S75‘x‘11
g3
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
þÿ�1�9� �m�m�
COIL ROD
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
SEE DETAIL "C"
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND SPACING
FOR "c" BARRIER RAIL BARS. REINFORCING BARS
"c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
"s" BAR 6‘mm PREFORMED
EXPANSION
JOINT FILLER.
NOTE:
þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�
PRIOR TO BACKFILLING BEHIND ABUTMENTS.
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰� 150 T
YP
. 150 TYP.
HM
4505.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
STANDARD SHEET M4505"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 7^31’-15^ SKEW
| BEAM
BEARING
| BEAM
| PIER
B
B
80
0
250
250
525430
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
NEOPRENE BEARING
PAD ( 230 x 25 x ??)
| BEAMS | ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
380
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
)
AT PIER
& 4
- e
3
(BENT
480
480 35
5125
460460
230
15
0
450
450
3 E
Q. S
P. ; 4 - e1
750
500
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
COIL ROD
PVC PIPE
PVC PIPE
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. 7
5‘m
m P
VC
PIP
E A
DD
ED
TO
WIN
GS
AN
D N
OT
E.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:37 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
g2
g1
t1
d5
h2
A
A
C
PART END VIEW AT ABUTMENT
d6
g1
TOP OF SLAB
d2
d3
t1
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER
g2
FACE TO FACE OF BARRIER RAIL END SECTIONS
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
D
100 MIN. CL.
150 MAX. CL.
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
PART SECTION C-C
h1
h2
s1
480
355
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
420
(TYP. FOR e1 & e4)
b1
b2
250 250
500
1930
1020
91
0
PARALLEL TO THE
THEORETICAL | GRADE
ELEV. A
SECTION A-A
j1
h2
"C
"
75
6 E
Q. S
P. : 1
4 -
h2 B
AR
S1
00
LOCATION ELEV. A ELEV. BDIM "C"
25 x 200 x 200
INDENTATION
SPACED @ 600
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
TABLE OF WING
ELEVATIONS
15 M
AX
ELEV. B
2100 BARRIER RAIL END SECTION
MIN
. LAP
FIELD BEND
h1
s1
C
D
ELEV. B
~
~ c5-13 F.F.
~
c1 B.F. & F.F.
c2
710
17
90
16
50
15
10
13
70
12
30
10
90
95
0
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
3 mm RADIUS
DETAIL "C"
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
k2
k1
d7
S75‘x‘11
g3
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
þÿ�1�9� �m�m�
COIL ROD
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
SEE DETAIL "C"
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND SPACING
FOR "c" BARRIER RAIL BARS. REINFORCING BARS
"c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
"s" BAR 6‘mm PREFORMED
EXPANSION
JOINT FILLER.
NOTE:
þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�
PRIOR TO BACKFILLING BEHIND ABUTMENTS.
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰�
þÿ�7�5�‘�m�m�‰� 150 T
YP
. 150 TYP.
HM
4506.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
STANDARD SHEET M4506"A" or "B" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 15^01’-30^ SKEW
| BEAM
BEARING
| BEAM
| PIER
B
B KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
950
250
250
525
430
NEOPRENE BEARING
PAD ( 230 x 25 x ??)
| BEAMS | ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
AT PIER
(BENT )
3 E
Q. S
P.; 4
- e
1
380
480
480
35
5125
460
460
500
230
15
0
650
650
& 4- e3
900
þÿ�1�9� �m�m�
COIL ROD
þÿ�1�9� �m�m�
COIL ROD
PVC PIPE
PVC PIPE
RE
VIS
ED
07-05 -
PA
VIN
G N
OT
CH
EX
TE
ND
ED
TO
IN
TE
RC
EP
T T
HE
WIN
GS
. 7
5‘m
m P
VC
PIP
E A
DD
ED
TO
WIN
GS
AN
D N
OT
E.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:37 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
g2
g1
t1
d5
h2
A
A
C
PART END VIEW AT ABUTMENT
d6
g1
TOP OF SLAB
d2
d3
t1
| ABUTMENT BEARING
PART LONGITUDINAL SECTION NEAR GUTTER
g2
FACE TO FACE OF BARRIER RAIL END SECTIONS
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
D
100 MIN. CL.
150 MAX. CL.
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
PART SECTION C-C
h1
h2
s1
480
355
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
420
(TYP. FOR e1 & e4)
b1
b2
250 250
500
1930
1020
91
0
PARALLEL TO THE
THEORETICAL | GRADE
ELEV. A
SECTION A-A
j1
h2
"C
"
75
6 E
Q. S
P. : 1
4 -
h2 B
AR
S1
00
LOCATION ELEV. A ELEV. BDIM "C"
25 x 200 x 200
INDENTATION
SPACED @ 600
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
TABLE OF WING
ELEVATIONS
15 M
AX
ELEV. B
2100 BARRIER RAIL END SECTION
MIN
. LAP
FIELD BEND
h1
s1
C
D
ELEV. B
~
~ c5-13 F.F.
~
c1 B.F. & F.F.
c2
710
17
90
16
50
15
10
13
70
12
30
10
90
95
0
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
3 mm RADIUS
DETAIL "C"
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
k2
k1
d7
S75‘x‘11
g3
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
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NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
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20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
SEE DETAIL "C"
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND SPACING
FOR "c" BARRIER RAIL BARS. REINFORCING BARS
"c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
"s" BAR 6‘mm PREFORMED
EXPANSION
JOINT FILLER.
NOTE:
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PRIOR TO BACKFILLING BEHIND ABUTMENTS.
þÿ�7�5�‘�m�m�‰�
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STANDARD SHEET M4507"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - 0^ SKEW
| BEAM
BEARING | BEAM
| PIER
B
B
70
0 25
0250
520
525 430
NEOPRENE BEARING
PAD ( 230 x 25 x 520 )
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
| BEAMS
380
| ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
3 E
Q.
SP
. : 4
-e1
& 4
-e3
)
AT PIER
(BENT 480
35
5125
460 460
1525
480
325 325
6505
00
15
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230
380
380
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2100 BARRIER RAIL END SECTION 1985 WING EXTENSION
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PVC PIPE
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07
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ED
TO
WIN
G E
XT
EN
SIO
NS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:37 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
PART END VIEW AT ABUTMENT
PART LONGITUDINAL SECTION NEAR GUTTER
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
| ABUTMENT BEARING
d6
g1
TOP OF SLAB
d2
d3
t1
g2
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
MIN
. LAP
g2
g1
t1
d5
FIELD BEND
h1
s1
A
A
C C
ELEV. A
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
g4
d8
h2
150 MAX. CL.
SECTION A-A
"C
"
h2
g4
d8
65 CL.
380
75
710
950
10
90
12
30
13
70
15
10
16
50
17
90
420
b1
b2 (TYP. FOR e1 & e4)
100 MIN. CL.
19
30
10
20
91
0
250 250
500
PARALLEL TO THE
THEORETICAL | GRADE
j1
ELEV. B
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
TABLE OF WINGWALL
ELEVATIONS
D
D
100
ELEV. C
2100 BARRIER RAIL END SECTION
~ c2
~ c5-13 F.F.
~ c1 B.F. & F.F.
5 E
QU
AL
SP
AC
ES
k2
k1
d7
S75‘x‘11
g3
þÿ�1�9� �m�m�
COIL ROD
25 x 200 x 200
INDENTATION
SPACED @ 600
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B 25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
15 M
AX
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
PART SECTION C-C
h1
h2
s1
480
35
5
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
"s" BAR
MIN
. E
MB
ED
.
3 mm RADIUS
DETAIL "C"
ELEV. CSEE DETAIL "C"
6‘mm PREFORMED
EXPANSION
JOINT FILLER.
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND
SPACING FOR "c" BARRIER RAIL BARS. REINFORCING
BARS "c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
PVC PIPE
NOTE:
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PRIOR TO BACKFILLING BEHIND ABUTMENTS.
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150 TYP.
150 T
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HM
4508.S
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STANDARD SHEET M4508"C" OR "D" BEAMS PART PLAN & LONGIT. SECTION - (L.A.) 0^01’-7^30’ SKEW
| BEAM
BEARING | BEAM
| PIER
B
B
NEOPRENE BEARING
PAD ( 230 x 25 x 520 )
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
750
250
250
525 430
520
| BEAMS
| ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
380
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
)
AT PIER
3 E
Q. S
P.;
4-
e1
(BENT
480
48
0 35
5125
460 460
500
400
& 4- e3
400
700
350 350
230
15
0
2100 BARRIER RAIL END SECTION 1985 WING EXTENSION
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VIS
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07
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75
‘m
m P
VC
PIP
E A
DD
ED
TO
WIN
G E
XT
EN
SIO
NS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:38 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
PART END VIEW AT ABUTMENT
PART LONGITUDINAL SECTION NEAR GUTTER
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
| ABUTMENT BEARING
d6
g1
TOP OF SLAB
d2
d3
t1
g2
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
MIN
. LAP
g2
g1
t1
d5
FIELD BEND
h1
s1
A
A
C C
ELEV. A
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
g4
d8
h2
150 MAX. CL.
SECTION A-A
"C
"
h2
g4
d8
65 CL.
380
75
710
950
10
90
12
30
13
70
15
10
16
50
17
90
420
b1
b2 (TYP. FOR e1 & e4)
100 MIN. CL.
19
30
10
20
91
0
250 250
500
PARALLEL TO THE
THEORETICAL | GRADE
j1
ELEV. B
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
TABLE OF WINGWALL
ELEVATIONS
D
D
100
ELEV. C
2100 BARRIER RAIL END SECTION
~ c2
~ c5-13 F.F.
~ c1 B.F. & F.F.
5 E
QU
AL
SP
AC
ES
k2
k1
d7
S75‘x‘11
g3
þÿ�1�9� �m�m�
COIL ROD
25 x 200 x 200
INDENTATION
SPACED @ 600
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B 25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
15 M
AX
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
PART SECTION C-C
h1
h2
s1
480
35
5
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
"s" BAR
MIN
. E
MB
ED
.
3 mm RADIUS
DETAIL "C"
ELEV. CSEE DETAIL "C"
6‘mm PREFORMED
EXPANSION
JOINT FILLER.
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND
SPACING FOR "c" BARRIER RAIL BARS. REINFORCING
BARS "c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
PVC PIPE
NOTE:
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PRIOR TO BACKFILLING BEHIND ABUTMENTS.
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PV
C P
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150 TYP.
150 T
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.
HM
4509.S
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STANDARD SHEET M4509"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (L.A.)7^31’-15^ SKEW
| BEAMS
| ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
380
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
)
AT PIER
& 4 - e3
| BEAM
BEARING
| BEAM
| PIER
B
B
(BENT
48
0480 355
125
460460
750
230
15
0
50
0
3 E
Q. S
P. ; 4
- e
1450
450
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200520
430
525
80
0
250
250
NEOPRENE BEARING
PAD ( 230 x 25 x 520 )
2100 BARRIER RAIL END SECTION 1985 WING EXTENSION
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VIS
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07
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75
‘m
m P
VC
PIP
E A
DD
ED
TO
WIN
G E
XT
EN
SIO
NS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:38 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
PART END VIEW AT ABUTMENT
PART LONGITUDINAL SECTION NEAR GUTTER
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
| ABUTMENT BEARING
d6
g1
TOP OF SLAB
d2
d3
t1
g2
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
MIN
. LAP
g2
g1
t1
d5
FIELD BEND
h1
s1
A
A
C C
ELEV. A
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
g4
d8
h2
150 MAX. CL.
SECTION A-A
"C
"
h2
g4
d8
65 CL.
380
75
710
950
10
90
12
30
13
70
15
10
16
50
17
90
420
b1
b2 (TYP. FOR e1 & e4)
100 MIN. CL.
19
30
10
20
91
0
250 250
500
PARALLEL TO THE
THEORETICAL | GRADE
j1
ELEV. B
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
TABLE OF WINGWALL
ELEVATIONS
D
D
100
ELEV. C
2100 BARRIER RAIL END SECTION
~ c2
~ c5-13 F.F.
~ c1 B.F. & F.F.
5 E
QU
AL
SP
AC
ES
k2
k1
d7
S75‘x‘11
g3
þÿ�1�9� �m�m�
COIL ROD
25 x 200 x 200
INDENTATION
SPACED @ 600
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B 25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
15 M
AX
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
PART SECTION C-C
h1
h2
s1
480
35
5
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
"s" BAR
MIN
. E
MB
ED
.
3 mm RADIUS
DETAIL "C"
ELEV. CSEE DETAIL "C"
6‘mm PREFORMED
EXPANSION
JOINT FILLER.
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND
SPACING FOR "c" BARRIER RAIL BARS. REINFORCING
BARS "c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
PVC PIPE
NOTE:
þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�
PRIOR TO BACKFILLING BEHIND ABUTMENTS.
þÿ�7
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PV
C P
IP
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þÿ�7�5�‘�m�m�‰�
150 TYP.
150 T
YP
.
| BEAM
BEARING | BEAM
| PIER
B
B
250
250
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200520
950
525
430
NEOPRENE BEARING
PAD ( 230 x 25 x 520 )
HM
4510.S
01 :
TH
IS
SH
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T I
SS
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STANDARD SHEET M4510"C" OR "D" BEAMS PART PLAN & LONGIT. SECTION - (L.A.) 15^01’-30^ SKEW
| BEAMS
380
| ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
)
AT PIER
(BENT
3 E
Q. S
P.; 4
- e
1
480
35
5125
480
460
460
230
15
0
500
650
650
& 4
- e
3
900
2100 BARRIER RAIL END SECTION 1985 WING EXTENSION
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þÿ�1�9� �m�m�
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PVC PIPE
PVC PIPE
RE
VIS
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75
‘m
m P
VC
PIP
E A
DD
ED
TO
WIN
G E
XT
EN
SIO
NS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:38 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
PART END VIEW AT ABUTMENT
PART LONGITUDINAL SECTION NEAR GUTTER
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
| ABUTMENT BEARING
d6
g1
TOP OF SLAB
d2
d3
t1
g2
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
MIN
. LAP
g2
g1
t1
d5
FIELD BEND
h1
s1
A
A
C C
ELEV. A
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
g4
d8
h2
150 MAX. CL.
SECTION A-A
"C
"
h2
g4
d8
65 CL.
380
75
710
950
10
90
12
30
13
70
15
10
16
50
17
90
420
b1
b2 (TYP. FOR e1 & e4)
100 MIN. CL.
19
30
10
20
91
0
250 250
500
PARALLEL TO THE
THEORETICAL | GRADE
j1
ELEV. B
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
TABLE OF WINGWALL
ELEVATIONS
D
D
100
ELEV. C
2100 BARRIER RAIL END SECTION
~ c2
~ c5-13 F.F.
~ c1 B.F. & F.F.
5 E
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6
| PIER
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TYP.
SECTION B-B 25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
15 M
AX
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
NO
MIN
AL
SL
AB
TH
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NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
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LA
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m H
AU
NC
H
PART SECTION C-C
h1
h2
s1
480
35
5
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
"s" BAR
MIN
. E
MB
ED
.
3 mm RADIUS
DETAIL "C"
ELEV. CSEE DETAIL "C"
6‘mm PREFORMED
EXPANSION
JOINT FILLER.
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND
SPACING FOR "c" BARRIER RAIL BARS. REINFORCING
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STANDARD SHEET M4511"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 0^01’-7^30’ SKEW
| BEAM
BEARING | BEAM
| PIER
B
B
525 430
750
250
250
NEOPRENE BEARING
PAD ( 230 x 25 x 520 )
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
520
PART SECTION
| PIER
e2 e4
d3
e1
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WA
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380
| BEAMS
| ABUT. BRG.
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48
0
460 460
480
35
5125
230
15
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700
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.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:39 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
PART END VIEW AT ABUTMENT
PART LONGITUDINAL SECTION NEAR GUTTER
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
| ABUTMENT BEARING
d6
g1
TOP OF SLAB
d2
d3
t1
g2
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
MIN
. LAP
g2
g1
t1
d5
FIELD BEND
h1
s1
A
A
C C
ELEV. A
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
g4
d8
h2
150 MAX. CL.
SECTION A-A
"C
"
h2
g4
d8
65 CL.
380
75
710
950
10
90
12
30
13
70
15
10
16
50
17
90
420
b1
b2 (TYP. FOR e1 & e4)
100 MIN. CL.
19
30
10
20
91
0
250 250
500
PARALLEL TO THE
THEORETICAL | GRADE
j1
ELEV. B
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
TABLE OF WINGWALL
ELEVATIONS
D
D
100
ELEV. C
2100 BARRIER RAIL END SECTION
~ c2
~ c5-13 F.F.
~ c1 B.F. & F.F.
5 E
QU
AL
SP
AC
ES
k2
k1
d7
S75‘x‘11
g3
þÿ�1�9� �m�m�
COIL ROD
25 x 200 x 200
INDENTATION
SPACED @ 600
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B 25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
15 M
AX
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
PART SECTION C-C
h1
h2
s1
480
35
5
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
"s" BAR
MIN
. E
MB
ED
.
3 mm RADIUS
DETAIL "C"
ELEV. CSEE DETAIL "C"
6‘mm PREFORMED
EXPANSION
JOINT FILLER.
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND
SPACING FOR "c" BARRIER RAIL BARS. REINFORCING
BARS "c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
PVC PIPE
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STANDARD SHEET M4512"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 7^31’-15^ SKEW
| BEAM
BEARING
| BEAM
| PIER
B
B KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
NEOPRENE BEARING
PAD ( 230 x 25 x 520 )
525430
520
250
250
80
0
| BEAMS | ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
380
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
)
AT PIER
& 4 - e3
(BENT
480 35
5125
480
460460
230
15
0
500
450
750
3 E
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450
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2100 BARRIER RAIL END SECTION 1985 WING EXTENSION
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DD
ED
TO
WIN
G E
XT
EN
SIO
NS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:39 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
PART END VIEW AT ABUTMENT
PART LONGITUDINAL SECTION NEAR GUTTER
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
| ABUTMENT BEARING
d6
g1
TOP OF SLAB
d2
d3
t1
g2
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
MIN
. LAP
g2
g1
t1
d5
FIELD BEND
h1
s1
A
A
C C
ELEV. A
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
g4
d8
h2
150 MAX. CL.
SECTION A-A
"C
"
h2
g4
d8
65 CL.
380
75
710
950
10
90
12
30
13
70
15
10
16
50
17
90
420
b1
b2 (TYP. FOR e1 & e4)
100 MIN. CL.
19
30
10
20
91
0
250 250
500
PARALLEL TO THE
THEORETICAL | GRADE
j1
ELEV. B
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
TABLE OF WINGWALL
ELEVATIONS
D
D
100
ELEV. C
2100 BARRIER RAIL END SECTION
~ c2
~ c5-13 F.F.
~ c1 B.F. & F.F.
5 E
QU
AL
SP
AC
ES
k2
k1
d7
S75‘x‘11
g3
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COIL ROD
25 x 200 x 200
INDENTATION
SPACED @ 600
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B 25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
15 M
AX
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
PART SECTION C-C
h1
h2
s1
480
35
5
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
"s" BAR
MIN
. E
MB
ED
.
3 mm RADIUS
DETAIL "C"
ELEV. CSEE DETAIL "C"
6‘mm PREFORMED
EXPANSION
JOINT FILLER.
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND
SPACING FOR "c" BARRIER RAIL BARS. REINFORCING
BARS "c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
PVC PIPE
NOTE:
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PRIOR TO BACKFILLING BEHIND ABUTMENTS.
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STANDARD SHEET M4513"C" OR "D" BEAMS - PART PLAN & LONGIT. SECTION - (R.A.) 15^01’-30^ SKEW
| BEAMS | ABUT. BRG.
RO
AD
WA
Y
GUTTER LINE
PART PLAN
PART SECTION
| PIER
e2 e4
d3
e1
e3
d4
AT PIER
(BENT )
3 E
Q. S
P.; 4
- e
1
380
| BEAM
BEARING
| BEAM
| PIER
B
B KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
NEOPRENE BEARING
PAD ( 230 x 25 x 520 )
950
250
250
520
525
430
480
35
5125
480
460
460
900
650
& 4- e3
650
50
0
230
15
0
2100 BARRIER RAIL END SECTION 1985 WING EXTENSION
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75
‘m
m P
VC
PIP
E A
DD
ED
TO
WIN
G E
XT
EN
SIO
NS
.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:40 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
PART END VIEW AT ABUTMENT
PART LONGITUDINAL SECTION NEAR GUTTER
FACE TO FACE OF BARRIER RAIL END SECTIONS
(SEE DESIGN SHEET ?? FOR BARRIER RAIL LAYOUT)
(FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ??)
| ABUTMENT BEARING
d6
g1
TOP OF SLAB
d2
d3
t1
g2
a1
a1
d2 e1
d4 d3
e3
| BEARINGS | PIER
b1
MIN
. LAP
g2
g1
t1
d5
FIELD BEND
h1
s1
A
A
C C
ELEV. A
S.W. CORNER
N.W. CORNER
S.E. CORNER
N.E. CORNER
g4
d8
h2
150 MAX. CL.
SECTION A-A
"C
"
h2
g4
d8
65 CL.
380
75
710
950
10
90
12
30
13
70
15
10
16
50
17
90
420
b1
b2 (TYP. FOR e1 & e4)
100 MIN. CL.
19
30
10
20
91
0
250 250
500
PARALLEL TO THE
THEORETICAL | GRADE
j1
ELEV. B
LOCATION ELEV. A ELEV. B ELEV. CDIM "C"
TABLE OF WINGWALL
ELEVATIONS
D
D
100
ELEV. C
2100 BARRIER RAIL END SECTION
~ c2
~ c5-13 F.F.
~ c1 B.F. & F.F.
5 E
QU
AL
SP
AC
ES
k2
k1
d7
S75‘x‘11
g3
þÿ�1�9� �m�m�
COIL ROD
25 x 200 x 200
INDENTATION
SPACED @ 600
PART PLAN
TOP OF PIER DETAILS
6
| PIER
25 MIN.
TYP.
SECTION B-B 25 mm THICK STRIPS OF PREFORMED EXPANSION
JOINT FILLER AROUND BEARINGS, FACE OF
STEPS, SIDES AND ENDS OF KEYWAYS
BEAM CAMBER DATA
SLAB THICKNESS AT BEAMS (T)
TOP OF SLAB
SL
AB
(KE
EP
)
T T’
SLAB THICKNESS DETAILS
215
20
0
15 M
AX
NOTE: THE SLAB THICKNESS (T) ‘AT BEAMS IS BASED ON THE ANTICIPATED BEAM
CAMBER AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET
BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA
DETAIL SHEET FOR ADDITONAL INFORMATION TO AID THE CONTRACTOR IN
SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION.
NO
MIN
AL
SL
AB
TH
ICK
NE
SS
AT
BE
AM
S I
NC
LU
DE
S
20
0‘m
m S
LA
B +
15‘m
m H
AU
NC
H
PART SECTION C-C
h1
h2
s1
480
35
5
75 75
2100
6 SP. @ 325 = 1950 ; 14 - s1
KEYWAY FORMED BY NOMINAL
BEVELED 50 x 200
50
MIN
.
SECTION D-D
~
~
70 CL.
450
~
CONSTRUCTION JOINT
ROUGHENED CONCRETE
~
"c"
"c"
"t"
"h" BARS
"d"
"s" BAR
MIN
. E
MB
ED
.
3 mm RADIUS
DETAIL "C"
ELEV. CSEE DETAIL "C"
6‘mm PREFORMED
EXPANSION
JOINT FILLER.
~ NOTE:
SEE END SECTION DETAILS IN THESE PLANS FOR
DETAILS OF BARRIER RAIL END SECTION AND
SPACING FOR "c" BARRIER RAIL BARS. REINFORCING
BARS "c", "d" AND "t1" ARE INCLUDED IN THE
SUPERSTRUCTURE QUANTITIES.
PVC PIPE
NOTE:
þÿ�P�L�U�G� �7�5�‘�m�m�‰� �P�V�C� �P�I�P�
PRIOR TO BACKFILLING BEHIND ABUTMENTS.
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150 TYP.
150 T
YP
.
HM
4514.S
01 :
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12-04 -
BA
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LIS
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BE
NT
BA
R D
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S M
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IF
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PA
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BA
R r
1 R
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.
STANDARD SHEET M4514INT. ABUT. "A" or "B" BEAMS - BAR LIST & SUPER. DETAILS - 0^ SKEW
760
79
0 d5
D=60
550
550
500
500
550
1110
840
890
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:40 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
TOP OF SLAB
TRANSVERSE SLAB
CONSTRUCTION JOINT
65 C
L.
25 C
L.
40 NOMINAL BEVELED 40‘x‘75
NAILED TO HEADER
HEADER CUT TO FIT SHAPE
OF CROWN AND DRILLED FOR
LONGITUDINAL REINFORCING
CONCRETE PLACEMENT DIAGRAM
NOTE: ROADWAY SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED. ALTERNATE PROCEDURES
FOR PLACING SLAB CONCRETE MAY BE SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE
PROPOSED METHOD AND EVIDENCE THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND
FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS.
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
g3
1200
k1
e1 e4
e3
280
e2 d1
660
p1
790
t1
D=60
297
297
297
297
D=60 D=60
D=60
D=60
D=60 D=60
10
00
150 150 150 150
17
0
150
150
420
420
300
D=200
3700
D=60
300
304
430
304
300
k2
SHAPE NO. LENGTHLOCATION
SLAB TRANSV. TOP & BOTT.a1
b1
b2
d6
d7 PAVING NOTCH LONGIT.
f1 ABUT. FOOTING LONGIT. B.F.
h2
ABUT. WING HORIZ.
ABUT. TO WING ANCHOR
2000 176
g2 ABUT. VERT. F.F.
f2 ABUT. FOOTING LONGIT. F.F.
e4
e3
e2
e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
d5
d4
d3
d2
d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
12
REINFORCING STEEL EPOXY COATED - TOTAL ( kg‘)
p1
g3
g1 ABUT. VERT. B.F.
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS
k1
REINF.BAR LIST-ONE SUPER.&TWO ABUTS.
EP
OX
Y C
OA
TE
D R
EIN
FO
RC
ING
NO
N-C
OA
TE
D R
EIN
FO
RC
ING
1500
16
4
16
20
UNDER BEAMS AT ABUTMENTS
WING VERT.
0 0 0 0 0 0 0
56 VARIES 120
12‘000
SLAB LONGIT. TOP & BOTT.
SLAB LONGIT. TOP AT PIERS
ABUT. DIAPH. LONGIT. B.F.
1180
MARK SIZE MASS
15
15
15
25
25
25
15
15
15
15
15
15
15
15
15
15
15
15
25
25
15
15
15
15
REINFORCING STEEL - TOTAL ( kg‘)
560
1550 29
3200
h1
s1
t1
j1 15 TOP OF SLAB TRANSV. AT RAIL 1900
PILE SPIRAL SIZE NO. W5 WIRE ( 3 kg/SPIRAL)
56
56 104
k2 15 1030
PAVING NOTCH
PAVING NOTCH
ONE SUPER. &
TWO ABUTS.
ESTIMATED QUANTITIES
CONC. PLACEMENT QUANTITIES
ONE SUPER. & TWO ABUTS.
LOCATION
UNIT QUANTITY
5.2
STRUCTURAL STEEL
REINFORCING STEEL
REINFORCING STEEL EPOXY COATED
PRETENSIONED
PRESTRESSED
CONCRETE BEAMS
CLASS 20 EXCAVATION
ITEM
FURNISH
DRIVE
QUANTITY
kg
kg
kg
EACH
m
m
EACH
EACH
þÿ�T�O�T�A�L
þÿ�
þÿ�
STRUCTURAL CONCRETE (BRIDGE)
SECTION 1, SLAB & ABUT. DIAPH.
SECTION 2, SLAB
SECTION 3, SLAB & ABUT. DIAPH.
SECTION 4, SLAB & PIER DIAPH.
SECTION 5, SLAB & PIER DIAPH.
ABUTMENT FOOTINGS
ABUTMENT WINGS 4 AT 1.3
INTERMEDIATE DIAPH. ?? AT ??
BARRIER RAIL - SEE DESIGN SHT. NO. ???
INTERM. DIAPH. SEE DES. SHT. NO. ???
4700
SPIRAL SP. L22‘x‘22‘x‘3.2 ( 0.6 kg/SPACER)
600
600
500
500
550
1110
840
940
HM
4515.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
12-04 -
BA
RS
LIS
T &
BE
NT
BA
R D
ET
AIL
S M
OD
IF
IE
D F
OR
CH
AN
GE
IN
PA
VIN
G N
OT
CH
. T
EM
PO
RA
RY
PA
VIN
G B
LO
CK
BA
R r
1 R
EM
OV
ED
.
STANDARD SHEET M4515INT. ABUT. "A" OR "B" BEAMS - BAR LIST & SUPER. DETAILS - 0^01’ - 7^30’ SKEW
430
d6 6 THUS
6 THUS d5
330D=60
D=60
430
790
430
f1
f2
D=150
p1
p2
15p2 ABUT. HOOPS AT ENDS 8
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:40 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
TOP OF SLAB
TRANSVERSE SLAB
CONSTRUCTION JOINT
65 C
L.
25 C
L.
40 NOMINAL BEVELED 40‘x‘75
NAILED TO HEADER
HEADER CUT TO FIT SHAPE
OF CROWN AND DRILLED FOR
LONGITUDINAL REINFORCING
CONCRETE PLACEMENT DIAGRAM
NOTE: ROADWAY SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED. ALTERNATE PROCEDURES
FOR PLACING SLAB CONCRETE MAY BE SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE
PROPOSED METHOD AND EVIDENCE THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND
FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS.
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
g3
1200
k1
e1 e4
e3
280
e2 d1
660
p1
790
t1
D=60
297
297
297
297
D=60 D=60
D=60
D=60
D=60 D=60
10
00
150 150 150 150
17
0
150
150
420
420
300
D=200
3700
D=60
300
304
430
304
300
k2
SHAPE NO. LENGTHLOCATION
SLAB TRANSV. TOP & BOTT.a1
b1
b2
d6
d7 PAVING NOTCH LONGIT.
f1 ABUT. FOOTING LONGIT. B.F.
h2
ABUT. WING HORIZ.
ABUT. TO WING ANCHOR
2000 176
g2 ABUT. VERT. F.F.
f2 ABUT. FOOTING LONGIT. F.F.
e4
e3
e2
e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
d5
d4
d3
d2
d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
12
REINFORCING STEEL EPOXY COATED - TOTAL ( kg‘)
p1
g3
g1 ABUT. VERT. B.F.
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS
k1
REINF.BAR LIST-ONE SUPER.&TWO ABUTS.
EP
OX
Y C
OA
TE
D R
EIN
FO
RC
ING
NO
N-C
OA
TE
D R
EIN
FO
RC
ING
1500
16
4
16
20
UNDER BEAMS AT ABUTMENTS
WING VERT.
0 0 0 0 0 0 0
56 VARIES 120
12‘000
SLAB LONGIT. TOP & BOTT.
SLAB LONGIT. TOP AT PIERS
ABUT. DIAPH. LONGIT. B.F.
1180
MARK SIZE MASS
15
15
15
25
25
25
15
15
15
15
15
15
15
15
15
15
15
15
25
25
15
15
15
15
REINFORCING STEEL - TOTAL ( kg‘)
560
1550 29
3200
h1
s1
t1
j1 15 TOP OF SLAB TRANSV. AT RAIL 1900
PILE SPIRAL SIZE NO. W5 WIRE ( 3 kg/SPIRAL)
56
56 104
k2 15 1030
PAVING NOTCH
PAVING NOTCH
ONE SUPER. &
TWO ABUTS.
ESTIMATED QUANTITIES
CONC. PLACEMENT QUANTITIES
ONE SUPER. & TWO ABUTS.
LOCATION
UNIT QUANTITY
5.2
STRUCTURAL STEEL
REINFORCING STEEL
REINFORCING STEEL EPOXY COATED
PRETENSIONED
PRESTRESSED
CONCRETE BEAMS
CLASS 20 EXCAVATION
ITEM
FURNISH
DRIVE
QUANTITY
kg
kg
kg
EACH
m
m
EACH
EACH
þÿ�T�O�T�A�L
þÿ�
þÿ�
STRUCTURAL CONCRETE (BRIDGE)
SECTION 1, SLAB & ABUT. DIAPH.
SECTION 2, SLAB
SECTION 3, SLAB & ABUT. DIAPH.
SECTION 4, SLAB & PIER DIAPH.
SECTION 5, SLAB & PIER DIAPH.
ABUTMENT FOOTINGS
ABUTMENT WINGS 4 AT 1.3
INTERMEDIATE DIAPH. ?? AT ??
BARRIER RAIL - SEE DESIGN SHT. NO. ???
INTERM. DIAPH. SEE DES. SHT. NO. ???
4700
SPIRAL SP. L22‘x‘22‘x‘3.2 ( 0.6 kg/SPACER)
650
650
550
550
550
1110
890
990
430
d6 6 THUS
6 THUS d5
330D=60
D=60
430
790
430
f1
f2
D=150
p1
p2
15p2 ABUT. HOOPS AT ENDS 8
HM
45
16
.S0
1 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1
-9
5.
RE
VIS
ED
12-04 -
BA
RS
LIS
T &
BE
NT
BA
R D
ET
AIL
S M
OD
IF
IE
D F
OR
CH
AN
GE
IN
PA
VIN
G N
OT
CH
. T
EM
PO
RA
RY
PA
VIN
G B
LO
CK
BA
R r
1 R
EM
OV
ED
.
STANDARD SHEET M4516INT. ABUT. "A" OR "B" BEAMS - BAR LIST & SUPER. DETAILS - 7^31’ - 15^ SKEW
15
15 SLAB TRANSV. BOTT. ENDS
a2
a3
SLAB TRANSV. TOP ENDS
VARIES
VARIES
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:41 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
TOP OF SLAB
TRANSVERSE SLAB
CONSTRUCTION JOINT
65 C
L.
25 C
L.
40 NOMINAL BEVELED 40‘x‘75
NAILED TO HEADER
HEADER CUT TO FIT SHAPE
OF CROWN AND DRILLED FOR
LONGITUDINAL REINFORCING
CONCRETE PLACEMENT DIAGRAM
NOTE: ROADWAY SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED. ALTERNATE PROCEDURES
FOR PLACING SLAB CONCRETE MAY BE SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE
PROPOSED METHOD AND EVIDENCE THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND
FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS.
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
g3
1200
k1
e1 e4
e3
280
e2 d1
660
p1
790
t1
D=60
297
297
297
297
D=60 D=60
D=60
D=60
D=60 D=60
10
00
150 150 150 150
17
0
150
150
420
420
300
D=200
3700
D=60
300
304
430
304
300
k2
SHAPE NO. LENGTHLOCATION
SLAB TRANSV. TOP & BOTT.a1
b1
b2
d6
d7 PAVING NOTCH LONGIT.
f1 ABUT. FOOTING LONGIT. B.F.
h2
ABUT. WING HORIZ.
ABUT. TO WING ANCHOR
2000 176
g2 ABUT. VERT. F.F.
f2 ABUT. FOOTING LONGIT. F.F.
e4
e3
e2
e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
d5
d4
d3
d2
d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
12
REINFORCING STEEL EPOXY COATED - TOTAL ( kg‘)
p1
g3
g1 ABUT. VERT. B.F.
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS
k1
REINF.BAR LIST-ONE SUPER.&TWO ABUTS.
EP
OX
Y C
OA
TE
D R
EIN
FO
RC
ING
NO
N-C
OA
TE
D R
EIN
FO
RC
ING
1500
16
4
16
20
UNDER BEAMS AT ABUTMENTS
WING VERT.
0 0 0 0 0 0 0
56 VARIES 120
12‘000
SLAB LONGIT. TOP & BOTT.
SLAB LONGIT. TOP AT PIERS
ABUT. DIAPH. LONGIT. B.F.
1180
MARK SIZE MASS
15
15
15
25
25
25
15
15
15
15
15
15
15
15
15
15
15
15
25
25
15
15
15
15
REINFORCING STEEL - TOTAL ( kg‘)
560
1550 29
3200
h1
s1
t1
j1 15 TOP OF SLAB TRANSV. AT RAIL 1900
PILE SPIRAL SIZE NO. W5 WIRE ( 3 kg/SPIRAL)
56
56 104
k2 15 1030
PAVING NOTCH
PAVING NOTCH
ONE SUPER. &
TWO ABUTS.
ESTIMATED QUANTITIES
CONC. PLACEMENT QUANTITIES
ONE SUPER. & TWO ABUTS.
LOCATION
UNIT QUANTITY
5.2
STRUCTURAL STEEL
REINFORCING STEEL
REINFORCING STEEL EPOXY COATED
PRETENSIONED
PRESTRESSED
CONCRETE BEAMS
CLASS 20 EXCAVATION
ITEM
FURNISH
DRIVE
QUANTITY
kg
kg
kg
EACH
m
m
EACH
EACH
þÿ�T�O�T�A�L
þÿ�
þÿ�
STRUCTURAL CONCRETE (BRIDGE)
SECTION 1, SLAB & ABUT. DIAPH.
SECTION 2, SLAB
SECTION 3, SLAB & ABUT. DIAPH.
SECTION 4, SLAB & PIER DIAPH.
SECTION 5, SLAB & PIER DIAPH.
ABUTMENT FOOTINGS
ABUTMENT WINGS 4 AT 1.3
INTERMEDIATE DIAPH. ?? AT ??
BARRIER RAIL - SEE DESIGN SHT. NO. ???
INTERM. DIAPH. SEE DES. SHT. NO. ???
4700
SPIRAL SP. L22‘x‘22‘x‘3.2 ( 0.6 kg/SPACER)
800
800 550
1110
430
d6 6 THUS
6 THUS d5
330D=60
D=60
430
790
430
f1
f2
D=150
p1
p2
15p2 ABUT. HOOPS AT ENDS 8
15
15 SLAB TRANSV. BOTT. ENDS
a2
a3
SLAB TRANSV. TOP ENDS
HM
4517.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
12-04 -
BA
RS
LIS
T &
BE
NT
BA
R D
ET
AIL
S M
OD
IF
IE
D F
OR
CH
AN
GE
IN
PA
VIN
G N
OT
CH
. T
EM
PO
RA
RY
PA
VIN
G B
LO
CK
BA
R r
1 R
EM
OV
ED
.
STANDARD SHEET M4517INT. ABUT. "A" OR "B" BEAMS - BAR LIST & SUPER. DETAILS - 15^01’ - 30^ SKEW
VARIES
VARIES
1140
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:41 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
TOP OF SLAB
TRANSVERSE SLAB
CONSTRUCTION JOINT
65 C
L.
25 C
L.
40 NOMINAL BEVELED 40‘x‘75
NAILED TO HEADER
HEADER CUT TO FIT SHAPE
OF CROWN AND DRILLED FOR
LONGITUDINAL REINFORCING
CONCRETE PLACEMENT DIAGRAM
NOTE: ROADWAY SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED. ALTERNATE PROCEDURES
FOR PLACING SLAB CONCRETE MAY BE SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE
PROPOSED METHOD AND EVIDENCE THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND
FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS.
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
g3
1200
k1
e1 e4
e3
280
e2 d1
660
p1
790
t1
D=60
297
297
297
297
D=60 D=60
D=60
D=60
D=60 D=60
10
00
150 150 150 150
17
0
150
150
420
420
300
D=200
3700
D=60
300
304
430
304
300
k2
SHAPE NO. LENGTHLOCATION
SLAB TRANSV. TOP & BOTT.a1
b1
b2
d6
d7 PAVING NOTCH LONGIT.
f1 ABUT. FOOTING LONGIT. B.F.
h2
ABUT. WING HORIZ.
ABUT. TO WING ANCHOR
2000 176
g2 ABUT. VERT. F.F.
f2 ABUT. FOOTING LONGIT. F.F.
e4
e3
e2
e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
d5
d4
d3
d2
d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
12
REINFORCING STEEL EPOXY COATED - TOTAL ( kg‘)
p1
g3
g1 ABUT. VERT. B.F.
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS
k1
REINF.BAR LIST-ONE SUPER.&TWO ABUTS.
EP
OX
Y C
OA
TE
D R
EIN
FO
RC
ING
NO
N-C
OA
TE
D R
EIN
FO
RC
ING
1500
16
4
16
20
UNDER BEAMS AT ABUTMENTS
WING VERT.
0 0 0 0 0 0 0
56 VARIES 120
12‘000
SLAB LONGIT. TOP & BOTT.
SLAB LONGIT. TOP AT PIERS
ABUT. DIAPH. LONGIT. B.F.
1180
MARK SIZE MASS
15
15
15
25
25
25
15
15
15
15
15
15
15
15
15
15
15
15
25
25
15
15
15
15
REINFORCING STEEL - TOTAL ( kg‘)
560
1550 29
3200
h1
s1
t1
j1 15 TOP OF SLAB TRANSV. AT RAIL 1900
PILE SPIRAL SIZE NO. W5 WIRE ( 3 kg/SPIRAL)
56
56 104
k2 15 1030
PAVING NOTCH
PAVING NOTCH
ONE SUPER. &
TWO ABUTS.
ESTIMATED QUANTITIES
CONC. PLACEMENT QUANTITIES
ONE SUPER. & TWO ABUTS.
LOCATION
UNIT QUANTITY
5.2
STRUCTURAL STEEL
REINFORCING STEEL
REINFORCING STEEL EPOXY COATED
PRETENSIONED
PRESTRESSED
CONCRETE BEAMS
CLASS 20 EXCAVATION
ITEM
FURNISH
DRIVE
QUANTITY
kg
kg
kg
EACH
m
m
EACH
EACH
þÿ�T�O�T�A�L
þÿ�
þÿ�
STRUCTURAL CONCRETE (BRIDGE)
SECTION 1, SLAB & ABUT. DIAPH.
SECTION 2, SLAB
SECTION 3, SLAB & ABUT. DIAPH.
SECTION 4, SLAB & PIER DIAPH.
SECTION 5, SLAB & PIER DIAPH.
ABUTMENT FOOTINGS
ABUTMENT WINGS 4 AT 1.3
INTERMEDIATE DIAPH. ?? AT ??
BARRIER RAIL - SEE DESIGN SHT. NO. ???
INTERM. DIAPH. SEE DES. SHT. NO. ???
4700
SPIRAL SP. L22‘x‘22‘x‘3.2 ( 0.6 kg/SPACER)
450
f1
f2
D=150
d8 15 ABUT. DIAPH. WING EXT. LONGIT. 48 3150 237
840
890BENT BAR DETAILS
NOTE: ALL DIMENSIONS ARE OUT TO OUT.
D= PIN DIAMETER.
550 500
500
550
HM
4518.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
12-04 -
BA
RS
LIS
T &
BE
NT
BA
R D
ET
AIL
S M
OD
IF
IE
D F
OR
CH
AN
GE
IN
PA
VIN
G N
OT
CH
. T
EM
PO
RA
RY
PA
VIN
G B
LO
CK
BA
R r
1 R
EM
OV
ED
.
STANDARD SHEET M4518INT. ABUT. "C" OR "D" BEAMS-BAR LIST & SUPER. DETAILS - 0^ SKEW
550
2340
1880
1170
3110 195
166265016
760
d5
790 D=60
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:41 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
TOP OF SLAB
TRANSVERSE SLAB
CONSTRUCTION JOINT
65 C
L.
25 C
L.
40 NOMINAL BEVELED 40‘x‘75
NAILED TO HEADER
HEADER CUT TO FIT SHAPE
OF CROWN AND DRILLED FOR
LONGITUDINAL REINFORCING
CONCRETE PLACEMENT DIAGRAM
NOTE: ROADWAY SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED. ALTERNATE PROCEDURES
FOR PLACING SLAB CONCRETE MAY BE SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE
PROPOSED METHOD AND EVIDENCE THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND
FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS.
g3
1200
k1
e1 e4
e3
280
e2 d1
660
p1 790
t1
D=60
297
297
297
297
D=60 D=60
D=60
D=60
D=60 D=60
10
00
150 150 150 150
17
0
150
150
420
420
300
D=200
3700
D=60
300
304
430
304
300
k2
SHAPE NO. LENGTHLOCATION
SLAB TRANSV. TOP & BOTT.a1
b1
b2
d6
d7 PAVING NOTCH LONGIT.
f1 ABUT. FOOTING LONGIT. B.F.
h2
ABUT. WING HORIZ.
ABUT. TO WING ANCHOR
2000 176
g2 ABUT. VERT. F.F.
f2 ABUT. FOOTING LONGIT. F.F.
e4
e3
e2
e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
d5
d4
d3
d2
d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
12
REINFORCING STEEL EPOXY COATED - TOTAL ( kg‘)
p1
g3
g1 ABUT. VERT. B.F.
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS
k1
REINF.BAR LIST-ONE SUPER.&TWO ABUTS.
EP
OX
Y C
OA
TE
D R
EIN
FO
RC
ING
NO
N-C
OA
TE
D R
EIN
FO
RC
ING
1500
16
4
16
20
UNDER BEAMS AT ABUTMENTS
WING VERT.
0 0 0 0 0 0 0
56 VARIES 120
12‘000
SLAB LONGIT. TOP & BOTT.
SLAB LONGIT. TOP AT PIERS
ABUT. DIAPH. LONGIT. B.F.
1180
MARK SIZE MASS
15
15
15
25
25
25
15
15
15
15
15
15
15
15
15
15
15
15
25
25
15
15
15
15
REINFORCING STEEL - TOTAL ( kg‘)
560
1550 29
3200
h1
s1
t1
j1 15 TOP OF SLAB TRANSV. AT RAIL 1900
PILE SPIRAL SIZE NO. W5 WIRE ( 3 kg/SPIRAL)
56
56 104
k2 15 1030
PAVING NOTCH
PAVING NOTCH
ONE SUPER. &
TWO ABUTS.
ESTIMATED QUANTITIES
CONC. PLACEMENT QUANTITIES
ONE SUPER. & TWO ABUTS.
LOCATION
UNIT QUANTITY
5.2
STRUCTURAL STEEL
REINFORCING STEEL
REINFORCING STEEL EPOXY COATED
PRETENSIONED
PRESTRESSED
CONCRETE BEAMS
CLASS 20 EXCAVATION
ITEM
FURNISH
DRIVE
QUANTITY
kg
kg
kg
EACH
m
m
EACH
EACH
þÿ�T�O�T�A�L
þÿ�
þÿ�
STRUCTURAL CONCRETE (BRIDGE)
SECTION 1, SLAB & ABUT. DIAPH.
SECTION 2, SLAB
SECTION 3, SLAB & ABUT. DIAPH.
SECTION 4, SLAB & PIER DIAPH.
SECTION 5, SLAB & PIER DIAPH.
ABUTMENT FOOTINGS
ABUTMENT WINGS 4 AT 1.3
INTERMEDIATE DIAPH. ?? AT ??
BARRIER RAIL - SEE DESIGN SHT. NO. ???
INTERM. DIAPH. SEE DES. SHT. NO. ???
915915
p3
D=120
79
0
79
0
1120
460 460200
f3
D=150770
p3 20 ABUT. BOTT. AT PILES 2030
f3 25 ABUT. EXTENSION LONGIT. 16
f4 25 ABUT. EXTENSION LONGIT.
4850
g4 20 ABUT. DIAPH. WING EXT. VERT. 40
p2 15 ABUT. EXTENSION HOOPS 24 3260 123
820 p2
SPIRAL SP. L22‘x‘22‘x‘3.2 ( 0.6 kg/SPACER)
f4
450
f1
f2
D=150
430
d6
d4
D=60
D=60
560 560
6 THUS
6 THUS
330
d5
D=60
430
790
f5
f5 ABUT. EXTENSION LONGIT.
8
25 8
p4 15 ABUT. HOOPS AT ENDS 8
d8 15 ABUT. DIAPH. WING EXT. LONGIT. 48 3150 237
840
940BENT BAR DETAILS
NOTE: ALL DIMENSIONS ARE OUT TO OUT.
D= PIN DIAMETER.
600 500
500
600
p4
HM
45
19
.S0
1 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1
-9
5.
RE
VIS
ED
12-04 -
BA
RS
LIS
T &
BE
NT
BA
R D
ET
AIL
S M
OD
IF
IE
D F
OR
CH
AN
GE
IN
PA
VIN
G N
OT
CH
. T
EM
PO
RA
RY
PA
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G B
LO
CK
BA
R r
1 R
EM
OV
ED
.
STANDARD SHEET M4519INT. ABUT. "C" OR "D" BEAMS-BAR LIST & SUPER. DETAILS-0^01’ - 7^30’ SKEW
550
1170
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:42 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
TOP OF SLAB
TRANSVERSE SLAB
CONSTRUCTION JOINT
65 C
L.
25 C
L.
40 NOMINAL BEVELED 40‘x‘75
NAILED TO HEADER
HEADER CUT TO FIT SHAPE
OF CROWN AND DRILLED FOR
LONGITUDINAL REINFORCING
CONCRETE PLACEMENT DIAGRAM
NOTE: ROADWAY SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED. ALTERNATE PROCEDURES
FOR PLACING SLAB CONCRETE MAY BE SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE
PROPOSED METHOD AND EVIDENCE THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND
FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS.
g3
1200
k1
e1 e4
e3
280
e2 d1
660
p1 790
t1
D=60
297
297
297
297
D=60 D=60
D=60
D=60
D=60 D=60
10
00
150 150 150 150
17
0
150
150
420
420
300
D=200
3700
D=60
300
304
430
304
300
k2
SHAPE NO. LENGTHLOCATION
SLAB TRANSV. TOP & BOTT.a1
b1
b2
d6
d7 PAVING NOTCH LONGIT.
f1 ABUT. FOOTING LONGIT. B.F.
h2
ABUT. WING HORIZ.
ABUT. TO WING ANCHOR
2000 176
g2 ABUT. VERT. F.F.
f2 ABUT. FOOTING LONGIT. F.F.
e4
e3
e2
e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
d5
d4
d3
d2
d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
12
REINFORCING STEEL EPOXY COATED - TOTAL ( kg‘)
p1
g3
g1 ABUT. VERT. B.F.
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS
k1
REINF.BAR LIST-ONE SUPER.&TWO ABUTS.
EP
OX
Y C
OA
TE
D R
EIN
FO
RC
ING
NO
N-C
OA
TE
D R
EIN
FO
RC
ING
1500
16
4
16
20
UNDER BEAMS AT ABUTMENTS
WING VERT.
0 0 0 0 0 0 0
56 VARIES 120
12‘000
SLAB LONGIT. TOP & BOTT.
SLAB LONGIT. TOP AT PIERS
ABUT. DIAPH. LONGIT. B.F.
1180
MARK SIZE MASS
15
15
15
25
25
25
15
15
15
15
15
15
15
15
15
15
15
15
25
25
15
15
15
15
REINFORCING STEEL - TOTAL ( kg‘)
560
1550 29
3200
h1
s1
t1
j1 15 TOP OF SLAB TRANSV. AT RAIL 1900
PILE SPIRAL SIZE NO. W5 WIRE ( 3 kg/SPIRAL)
56
56 104
k2 15 1030
PAVING NOTCH
PAVING NOTCH
ONE SUPER. &
TWO ABUTS.
ESTIMATED QUANTITIES
CONC. PLACEMENT QUANTITIES
ONE SUPER. & TWO ABUTS.
LOCATION
UNIT QUANTITY
5.2
STRUCTURAL STEEL
REINFORCING STEEL
REINFORCING STEEL EPOXY COATED
PRETENSIONED
PRESTRESSED
CONCRETE BEAMS
CLASS 20 EXCAVATION
ITEM
FURNISH
DRIVE
QUANTITY
kg
kg
kg
EACH
m
m
EACH
EACH
þÿ�T�O�T�A�L
þÿ�
þÿ�
STRUCTURAL CONCRETE (BRIDGE)
SECTION 1, SLAB & ABUT. DIAPH.
SECTION 2, SLAB
SECTION 3, SLAB & ABUT. DIAPH.
SECTION 4, SLAB & PIER DIAPH.
SECTION 5, SLAB & PIER DIAPH.
ABUTMENT FOOTINGS
ABUTMENT WINGS 4 AT 1.3
INTERMEDIATE DIAPH. ?? AT ??
BARRIER RAIL - SEE DESIGN SHT. NO. ???
INTERM. DIAPH. SEE DES. SHT. NO. ???
915915
p3
D=120
79
0
79
0
1120
460 460200
f3
D=150770
p3 20 ABUT. BOTT. AT PILES 2030
f3 25 ABUT. EXTENSION LONGIT. 16
f4 25 ABUT. EXTENSION LONGIT.
4850
g4 20 ABUT. DIAPH. WING EXT. VERT. 40
p2 15 ABUT. EXTENSION HOOPS 24 3260 123
820 p2
SPIRAL SP. L22‘x‘22‘x‘3.2 ( 0.6 kg/SPACER)
f4
HM
4520.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
12-04 -
BA
RS
LIS
T &
BE
NT
BA
R D
ET
AIL
S M
OD
IF
IE
D F
OR
CH
AN
GE
IN
PA
VIN
G N
OT
CH
. T
EM
PO
RA
RY
PA
VIN
G B
LO
CK
BA
R r
1 R
EM
OV
ED
.
STANDARD SHEET M4520INT. ABUT. "C" OR "D" BEAMS-BAR LIST & SUPER. DETAILS-7^31’ - 15^ SKEW
450
f1
f2
D=150
430
d6
d4
D=60
D=60
560 560
6 THUS
6 THUS
330
d5
D=60
430
790
f5
f5 ABUT. EXTENSION LONGIT.
8
25
VARIESa2 SLAB TRANSV. TOP ENDS
SLAB TRANSV. BOTT. ENDS VARIESa3 15
15
8
p4 15 ABUT. HOOPS AT ENDS 8
d8 15 ABUT. DIAPH. WING EXT. LONGIT. 48 3150 237
890
990BENT BAR DETAILS
NOTE: ALL DIMENSIONS ARE OUT TO OUT.
D= PIN DIAMETER.
650 550
550
650
p4
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:42 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
TOP OF SLAB
TRANSVERSE SLAB
CONSTRUCTION JOINT
65 C
L.
25 C
L.
40 NOMINAL BEVELED 40‘x‘75
NAILED TO HEADER
HEADER CUT TO FIT SHAPE
OF CROWN AND DRILLED FOR
LONGITUDINAL REINFORCING
CONCRETE PLACEMENT DIAGRAM
NOTE: ROADWAY SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED. ALTERNATE PROCEDURES
FOR PLACING SLAB CONCRETE MAY BE SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE
PROPOSED METHOD AND EVIDENCE THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND
FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS.
g3
1200
k1
e1 e4
e3
280
e2 d1
660
p1 790
t1
D=60
297
297
297
297
D=60 D=60
D=60
D=60
D=60 D=60
10
00
150 150 150 150
17
0
150
150
420
420
300
D=200
3700
D=60
300
304
430
304
300
k2
SHAPE NO. LENGTHLOCATION
SLAB TRANSV. TOP & BOTT.a1
b1
b2
d6
d7 PAVING NOTCH LONGIT.
f1 ABUT. FOOTING LONGIT. B.F.
h2
ABUT. WING HORIZ.
ABUT. TO WING ANCHOR
2000 176
g2 ABUT. VERT. F.F.
f2 ABUT. FOOTING LONGIT. F.F.
e4
e3
e2
e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
d5
d4
d3
d2
d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
12
REINFORCING STEEL EPOXY COATED - TOTAL ( kg‘)
p1
g3
g1 ABUT. VERT. B.F.
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS
k1
REINF.BAR LIST-ONE SUPER.&TWO ABUTS.
EP
OX
Y C
OA
TE
D R
EIN
FO
RC
ING
NO
N-C
OA
TE
D R
EIN
FO
RC
ING
1500
16
4
16
20
UNDER BEAMS AT ABUTMENTS
WING VERT.
0 0 0 0 0 0 0
56 VARIES 120
12‘000
SLAB LONGIT. TOP & BOTT.
SLAB LONGIT. TOP AT PIERS
ABUT. DIAPH. LONGIT. B.F.
1180
MARK SIZE MASS
15
15
15
25
25
25
15
15
15
15
15
15
15
15
15
15
15
15
25
25
15
15
15
15
REINFORCING STEEL - TOTAL ( kg‘)
560
1550 29
3200
h1
s1
t1
j1 15 TOP OF SLAB TRANSV. AT RAIL 1900
PILE SPIRAL SIZE NO. W5 WIRE ( 3 kg/SPIRAL)
56
56 104
k2 15 1030
PAVING NOTCH
PAVING NOTCH
ONE SUPER. &
TWO ABUTS.
ESTIMATED QUANTITIES
CONC. PLACEMENT QUANTITIES
ONE SUPER. & TWO ABUTS.
LOCATION
UNIT QUANTITY
5.2
STRUCTURAL STEEL
REINFORCING STEEL
REINFORCING STEEL EPOXY COATED
PRETENSIONED
PRESTRESSED
CONCRETE BEAMS
CLASS 20 EXCAVATION
ITEM
FURNISH
DRIVE
QUANTITY
kg
kg
kg
EACH
m
m
EACH
EACH
þÿ�T�O�T�A�L
þÿ�
þÿ�
STRUCTURAL CONCRETE (BRIDGE)
SECTION 1, SLAB & ABUT. DIAPH.
SECTION 2, SLAB
SECTION 3, SLAB & ABUT. DIAPH.
SECTION 4, SLAB & PIER DIAPH.
SECTION 5, SLAB & PIER DIAPH.
ABUTMENT FOOTINGS
ABUTMENT WINGS 4 AT 1.3
INTERMEDIATE DIAPH. ?? AT ??
BARRIER RAIL - SEE DESIGN SHT. NO. ???
INTERM. DIAPH. SEE DES. SHT. NO. ???
915915
p3
D=120
79
0
79
0
1120
460 460200
f3
D=150770
p3 20 ABUT. BOTT. AT PILES 2030
f3 25 ABUT. EXTENSION LONGIT. 16
f4 25 ABUT. EXTENSION LONGIT.
4850
g4 20 ABUT. DIAPH. WING EXT. VERT. 40
p2 15 ABUT. EXTENSION HOOPS 24 3260 123
820 p2
SPIRAL SP. L22‘x‘22‘x‘3.2 ( 0.6 kg/SPACER)
f4
450
f1
f2
D=150
430
d6
d4
D=60
D=60
560 560
6 THUS
6 THUS
330
d5
D=60
430
790
f5
f5 ABUT. EXTENSION LONGIT.
8
25
VARIESa2 SLAB TRANSV. TOP ENDS
SLAB TRANSV. BOTT. ENDS VARIESa3 15
15
8
p4 15 ABUT. HOOPS AT ENDS 8
d8 15 ABUT. DIAPH. WING EXT. LONGIT. 48 3150 237
1140BENT BAR DETAILS
NOTE: ALL DIMENSIONS ARE OUT TO OUT.
D= PIN DIAMETER.
800
800
p4
HM
4521.S
01 :
TH
IS
SH
EE
T I
SS
UE
D 9
-1-95.
RE
VIS
ED
12-04 -
BA
RS
LIS
T &
BE
NT
BA
R D
ET
AIL
S M
OD
IF
IE
D F
OR
CH
AN
GE
IN
PA
VIN
G N
OT
CH
. T
EM
PO
RA
RY
PA
VIN
G B
LO
CK
BA
R r
1 R
EM
OV
ED
.
STANDARD SHEET M4521INT. ABUT. "C" OR "D" BEAMS-BAR LIST & SUPER. DETAILS-15^01’ - 30^ SKEW COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBER
25-JAN-2006 09:43 ajeffer W:\Projects\0000006002\BRFinal\MetricIntegralBridges.dgn m4
DESIGN TEAM
TOP OF SLAB
TRANSVERSE SLAB
CONSTRUCTION JOINT
65 C
L.
25 C
L.
40 NOMINAL BEVELED 40‘x‘75
NAILED TO HEADER
HEADER CUT TO FIT SHAPE
OF CROWN AND DRILLED FOR
LONGITUDINAL REINFORCING
CONCRETE PLACEMENT DIAGRAM
NOTE: ROADWAY SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED. ALTERNATE PROCEDURES
FOR PLACING SLAB CONCRETE MAY BE SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE
PROPOSED METHOD AND EVIDENCE THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND
FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS.
g3
1200
k1
e1 e4
e3
280
e2 d1
660
p1 790
t1
D=60
297
297
297
297
D=60 D=60
D=60
D=60
D=60 D=60
10
00
150 150 150 150
17
0
150
150
420
420
300
D=200
3700
D=60
300
304
430
304
300
k2
SHAPE NO. LENGTHLOCATION
SLAB TRANSV. TOP & BOTT.a1
b1
b2
d6
d7 PAVING NOTCH LONGIT.
f1 ABUT. FOOTING LONGIT. B.F.
h2
ABUT. WING HORIZ.
ABUT. TO WING ANCHOR
2000 176
g2 ABUT. VERT. F.F.
f2 ABUT. FOOTING LONGIT. F.F.
e4
e3
e2
e1 PIER DIAPH. HOOPS
PIER DIAPH. TIES
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES ENDS
d5
d4
d3
d2
d1
PIER & ABUT. DIAPH. LONGIT.
PIER & ABUT. DIAPH. LONGIT.
PIER DIAPH. LONGIT.
ABUT. DIAPH. ENDS
PIER DIAPH. ENDS
12
REINFORCING STEEL EPOXY COATED - TOTAL ( kg‘)
p1
g3
g1 ABUT. VERT. B.F.
ABUT. DIAPH. VERT. B.F.
ABUT. HOOPS
k1
REINF.BAR LIST-ONE SUPER.&TWO ABUTS.
EP
OX
Y C
OA
TE
D R
EIN
FO
RC
ING
NO
N-C
OA
TE
D R
EIN
FO
RC
ING
1500
16
4
16
20
UNDER BEAMS AT ABUTMENTS
WING VERT.
0 0 0 0 0 0 0
56 VARIES 120
12‘000
SLAB LONGIT. TOP & BOTT.
SLAB LONGIT. TOP AT PIERS
ABUT. DIAPH. LONGIT. B.F.
1180
MARK SIZE MASS
15
15
15
25
25
25
15
15
15
15
15
15
15
15
15
15
15
15
25
25
15
15
15
15
REINFORCING STEEL - TOTAL ( kg‘)
560
1550 29
3200
h1
s1
t1
j1 15 TOP OF SLAB TRANSV. AT RAIL 1900
PILE SPIRAL SIZE NO. W5 WIRE ( 3 kg/SPIRAL)
56
56 104
k2 15 1030
PAVING NOTCH
PAVING NOTCH
ONE SUPER. &
TWO ABUTS.
ESTIMATED QUANTITIES
CONC. PLACEMENT QUANTITIES
ONE SUPER. & TWO ABUTS.
LOCATION
UNIT QUANTITY
5.2
STRUCTURAL STEEL
REINFORCING STEEL
REINFORCING STEEL EPOXY COATED
PRETENSIONED
PRESTRESSED
CONCRETE BEAMS
CLASS 20 EXCAVATION
ITEM
FURNISH
DRIVE
QUANTITY
kg
kg
kg
EACH
m
m
EACH
EACH
þÿ�T�O�T�A�L
þÿ�
þÿ�
STRUCTURAL CONCRETE (BRIDGE)
SECTION 1, SLAB & ABUT. DIAPH.
SECTION 2, SLAB
SECTION 3, SLAB & ABUT. DIAPH.
SECTION 4, SLAB & PIER DIAPH.
SECTION 5, SLAB & PIER DIAPH.
ABUTMENT FOOTINGS
ABUTMENT WINGS 4 AT 1.3
INTERMEDIATE DIAPH. ?? AT ??
BARRIER RAIL - SEE DESIGN SHT. NO. ???
INTERM. DIAPH. SEE DES. SHT. NO. ???
915915
p3
D=120
79
0
79
0
1120
460 460200
f3
D=150770
p3 20 ABUT. BOTT. AT PILES 2030
f3 25 ABUT. EXTENSION LONGIT. 16
f4 25 ABUT. EXTENSION LONGIT.
4850
g4 20 ABUT. DIAPH. WING EXT. VERT. 40
p2 15 ABUT. EXTENSION HOOPS 24 3260 123
820 p2
SPIRAL SP. L22‘x‘22‘x‘3.2 ( 0.6 kg/SPACER)
f4