6/26/2015 1:26:45 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 100-BTS 11x17_pdf.pltcfg
STANDARD DESCRIPTION DESCRIPTIONSTANDARD
INDEX OF BT STUB BRIDGE STANDARDS INDEX OF BT STUB BRIDGE STANDARDS
INDEX OF BT STUB STANDARDS
STANDARD SHEET 100-BTS
2092-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - 0 SKEW
2092-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - 0 SKEW
2093-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 0°01-7°30 SKEWS
2093-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 0°01-7°30 SKEWS
2094-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 7°31-15 SKEWS
2094-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 7°31-15 SKEWS
2095-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 15°01-30 SKEWS
2095-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 15°01-30 SKEWS
2096-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 0°01-7°30 SKEWS
2096-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 0°01-7°30 SKEWS
2097-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 7°31-15 SKEWS
2097-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 7°31-15 SKEWS
2098-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 15°01-30 SKEWS
2098-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 15°01-30 SKEWS
2099-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - 0 SKEW
2099-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - 0 SKEW
2100-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 0°01-7°30 SKEWS
2100-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 0°01-7°30 SKEWS
2101-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 7°31-15 SKEWS
2101-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 7°31-15 SKEWS
2102-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 15°01-30 SKEWS
2102-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (R.A.) 15°01-30 SKEWS
2103-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 0°01-7°30 SKEWS
2103-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 0°01-7°30 SKEWS
2104-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 7°31-15 SKEWS
2104-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 7°31-15 SKEWS
2105-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 15°01-30 SKEWS
2105-BTE "BTE" BEAMS - STUB ABUTMENT DETAILS - (L.A.) 15°01-30 SKEWS
2106-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT BAR LIST 0° SKEWS
2106-BTE "BTE" BEAMS - STUB ABUTMENT BAR LIST 0° SKEWS
2107-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT BAR LIST 0°01-7°30 SKEWS
2107-BTE "BTE" BEAMS - STUB ABUTMENT BAR LIST 0°01-7°30 SKEWS
2108-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT BAR LIST 7°31-15 SKEWS
2108-BTE "BTE" BEAMS - STUB ABUTMENT BAR LIST 7°31-15 SKEWS
2109-BTCD "BTC" OR "BTD" BEAMS - STUB ABUTMENT BAR LIST 15°01-30 SKEWS
2109-BTE "BTE" BEAMS - STUB ABUTMENT BAR LIST 15°01-30 SKEWS
4542-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT., 0 SKEW
4543-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (L.A.) 0°01 - 7°30 SKEW
4544-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (L.A.) 7°31 - 15° SKEW
4545-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (L.A.) 15°01 - 30° SKEW
4546-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (R.A.) 0°01 - 7°30 SKEW
4547-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (R.A.) 7°31 - 15° SKEW
4548-BTCDE PART PLAN & LONGIT. SECT. - "BTC", "BTD", & "BTE" BEAMS, STUB ABUT. (R.A.) 1501 - 30î
4556-BTC-4 30' RDW. PPCB ("BTC" 4 BEAMS - STUB ABUT.) CROSS SECTION
4556-BTD-4 30' RDW. PPCB ("BTD" 4 BEAMS - STUB ABUT.) CROSS SECTION
4556-BTE-4 30' RDW. PPCB ("BTE" 4 BEAMS - STUB ABUT.) CROSS SECTION
4556-BTE-5 30' RDW. PPCB ("BTE" 5 BEAMS - STUB ABUT.) CROSS SECTION
4559-BTC-5 40' RDW. PPCB ("BTC" 5 BEAMS - STUB ABUT.) CROSS SECTION
4559-BTC-6 40' RDW. PPCB ("BTC" 6 BEAMS - STUB ABUT.) CROSS SECTION
4559-BTD-5 40' RDW. PPCB ("BTD" 5 BEAMS - STUB ABUT.) CROSS SECTION
4559-BTE-5 40' RDW. PPCB ("BTE" 5 BEAMS - STUB ABUT.) CROSS SECTION
4559-BTE-6 40' RDW. PPCB ("BTE" 6 BEAMS - STUB ABUT.) CROSS SECTION
4560-BTC-6 44' RDW. PPCB ("BTC" 6 BEAMS - STUB ABUT.) CROSS SECTION
4560-BTD-6 44' RDW. PPCB ("BTD" 6 BEAMS - STUB ABUT.) CROSS SECTION
4560-BTE-6 44' RDW. PPCB ("BTE" 6 BEAMS - STUB ABUT.) CROSS SECTION
4561-BTC-5 40' RDW. PPCB ("BTC" 5 BEAMS - STUB ABUT.) CROSS SECTION (SYMM CROWN)
4561-BTC-6 40' RDW. PPCB ("BTC" 6 BEAMS - STUB ABUT.) CROSS SECTION (SYMM CROWN)
4561-BTD-5 40' RDW. PPCB ("BTD" 5 BEAMS - STUB ABUT.) CROSS SECTION (SYMM CROWN)
4561-BTE-5 40' RDW. PPCB ("BTE" 5 BEAMS - STUB ABUT.) CROSS SECTION (SYMM CROWN)
4561-BTE-6 40' RDW. PPCB ("BTE" 6 BEAMS - STUB ABUT.) CROSS SECTION (SYMM CROWN)
INDEX OF BT STUB ABUTMENT BRIDGE STANDARDS
EN
GLIS
HB
TS
TU
BB
RI
DG
ES.D
GN - 100-
BT
S -
THIS
SH
EE
T IS
SU
ED 02-10.
STUB ABUT. "BTC, BTD, & BTE" BEAMS, BAR LIST & SUPER. DETAILS - 0 SKEW
STUB ABUT. "BTC, BTD, & BTE" BEAMS, BAR LIST & SUPER. DETAILS - 001 - 7
STUB ABUT. "BTC, BTD, & BTE" BEAMS, BAR LIST & SUPER. DETAILS - 731 - 15î
STUB ABUT. "BTC, BTD, & BTE" BEAMS, BAR LIST & SUPER. DETAILS - 1501 - 30î
4549-BTCDE
4550-BTCDE
4551-BTCDE
4552-BTCDE
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
6/26/2015 1:26:46 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2092-BTCD 11x17_pdf.pltcfg
8a2
8a3 8a3
8a2
5b2 5b2
| ABUT.
BRG.
7'-
0
6'-
0
1'-
0
1'-
31'-
3
1'-7
6
1'-10‚ 1'-7
1"
WA
SH
BEAM SPACES @
1" WASH
TYPICAL
5n1
5m1
SPACES @ 0'-6 =
SPACES @ 1'-0 =
SPACES @ 1'-0 =
6 6d1 BARS
5d5 BARS
5d2
6d1 5d5
A
A
B
B
E E
6
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
ROADWAY
| APPROACH
BEARING
| ABUTMENT
THROUGH BACKWALL
PART SECTION
PILING LAYOUT
UNDER EACH BEAM.
PLACE 5m1 AND 5n1 BARS
NOTE :
PART PLAN VIEW
10
3'-6
ƒ
1'-6 2'-0 2'-0 1'-65d3 & 5d4 BARS
5d3
5d4
AT
EA
CH 5g
1 )
5g
2
DO
WE
LS (
ON
E
1'-
0
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET
NOTE :
ROADWAY
| APPROACH 5d2 & 4d6 BARS
STANDARD SHEET 2092-BTCD"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - 0° SKEW
1'-
3
1'-9 1'-9
1'-
01'-
0
1'-
6
1'-
6
1'-
6
1'-0
1'-0
1'-0 SPACES @ 2'-0 =
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2092-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-111'-11
1'-
9 3'-
0
17'-
0
5'-
3
6'-
3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
4" C
L.
2" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
2
EQ.
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
6/26/2015 1:26:48 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2092-BTE 11x17_pdf.pltcfg
8a2
8a3 8a3
8a2
5b2 5b2
| ABUT.
BRG.
7'-
0
1'-
0
1'-
31'-
3
1'-7
6
1'-10‚ 1'-7
1"
WA
SH
BEAM SPACES @
1" WASH
TYPICAL
5n1
5m1
SPACES @ 0'-6 =
SPACES @ 1'-0 =
SPACES @ 1'-0 =
SPACES @ 2'-0 =
6 6d1 BARS
5d5 BARS
5d2
6d1 5d5
A
A
B
B
E E
6
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
ROADWAY
| APPROACH
BEARING
| ABUTMENT
THROUGH BACKWALL
PART SECTION
PILING LAYOUT
UNDER EACH BEAM.
PLACE 5m1 AND 5n1 BARS
NOTE :
PART PLAN VIEW
10
3'-6
ƒ
1'-6 2'-0 2'-0 1'-6
5d3 & 5d4 BARS
5d3
5d4
AT
EA
CH 5g
1 )
5g
2
DO
WE
LS (
ON
E
1'-
0
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET
NOTE :
ROADWAY
| APPROACH
5d2 & 4d6 BARS
STANDARD SHEET 2092-BTE"BTE" BEAMS - STUB ABUT. DETAILS - 0° SKEW
1'-
3
1'-
01'-
01'-
41'-
41'-
4
1'-
6
1'-
6
1'-0
1'-0
1'-0
8'-
0
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2092-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-9 1'-9
1'-111'-11
1'-
9 3'-
0
19'-
0
5'-
3
8'-
3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
4" C
L.
2" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
3
EQ.
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
6/26/2015 1:26:49 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2093-BTCD 11x17_pdf.pltcfg
7'-
0
6'-
0
7'-
0
6'-
0
6d1 BARS
SPACES @ 1'-0 =
SPACES @ 2'-0 =
SPACES @ 0'-6 =
5d5 BARS
TYPICAL
5n1
BEAM SPACES @
1'-
0
1'-
3
1'-7
6
SPACES @ 1'-0 =
6d1 5d5
5m1
5d2
B
E E
B
A
A
EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
THROUGH BACKWALL
PART SECTION
PART PLAN VIEW
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚ 1'-7
3'-6
ƒ
5d3 & 5d4 BARS
5d3 5d4
1'-
6
5b2 1'-
6
8a2
8a3
5b2
8a5
8a4
6
6
PILING LAYOUT
1'-6 2'-0
2'-0 1'-6
1"
WA
SH
ROADWAY
| APPROACH AT EACH 5g1).
5g2 DOWELS (ONE
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET
NOTE :
BRG.
| ABUT.
BEARING
| ABUTMENT
WASH
1"
ROADWAY
| APPROACH
5d2 & 4d6 BARS
1'-
3
"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (R.A.) 0°01' - 7°30' SKEW STANDARD SHEET 2093-BTCD1'-
3
1'-
01'-
0
1'-
01'-
0
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2093-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-9 1'-9
1'-
9
5'-
3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
4" C
L.
2" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
2
EQ.
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
6/26/2015 1:26:50 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2093-BTE 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
4" C
L.
2" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
3
EQ.
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
7'-
0
7'-
0
6d1 BARS
SPACES @ 1'-0 =
SPACES @ 2'-0 =
SPACES @ 0'-6 =
5d5 BARS
TYPICAL
5n1
BEAM SPACES @
1'-
0
1'-
3
1'-7
6
SPACES @ 1'-0 =
6d1 5d5
5m1
5d2
B
E E
B
A
A
EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
THROUGH BACKWALL
PART SECTION
PART PLAN VIEW
PILING LAYOUT
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚ 1'-7
3'-6
ƒ
5d3 & 5d4 BARS
5d3 5d4
5b2
8a2
8a3
5b2
8a5
8a4
6
6
1'-6 2'-0
2'-0 1'-6
1"
WA
SH
ROADWAY
| APPROACH AT EACH 5g1).
5g2 DOWELS (ONE
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET
NOTE :
BRG.
| ABUT.
BEARING
| ABUTMENT
WASH
1"
ROADWAY
| APPROACH
5d2 & 4d6 BARS
1'-
3
"BTE" BEAMS - STUB ABUT. DETAILS - (R.A.) 0°01' - 7°30' SKEW STANDARD SHEET 2093-BTE
8'-
0
8'-
0
1'-
3
1'-
6
1'-
01'-
01'-
0
1'-
01'-
0
1'-
6
1'-
41'-
41'-
4
1'-
41'-
41'-
4
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2093-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-9 1'-9
1'-
9
5'-
3
RE
VIS
ED 10-10 -
AD
DE
D 2
AD
DITI
ON
AL 5g
1 B
AR
S I
N
LO
WE
R
BA
CK
WA
LL.
6/26/2015 1:26:51 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2094-BTCD 11x17_pdf.pltcfg
1'-
6
5b2
8a2
8a3
5b2
8a4
8a5
6
6
6'-
0
7'-
0
6'-
0
7'-
0
SPACES @ 0'-6
= 6d1
BARS
SPACES @ 1'
-0 =
SPACES @ 2'-0
= 5d5 BARS
SPACES @ 1'
-0 =
| APPROACH ROADWAY
1'-
0
1'-3
1'-
3
1'-7
6
TYPICAL
5n1
5m1
BEAM SPACES
@
5g2 DOWELS (ONE AT EACH 5g1).
6d1
5d5
5d2
B
E E
B
A
A EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
THROUGH BACKWALL
PART SECTION
PART PLAN VIEW
PILING LAYOUT
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚ 1'-7
3'-6
ƒ
1'-6 2'-0
2'-0 1'-6
5d3 &
5d4 BARS
5d3
5d4
1"
WA
SH
BEARING
| ABUT.
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET
NOTE :
WASH
1"
ROADWAY
| APPROACH
5d2 &
4d6 BARS
"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (R.A.) 7°31' - 15° SKEW STANDARD SHEET 2094-BTCD
1'-
3
1'-
01'-
0
1'-
01'-
0
1'-
6
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2094-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-9
1'-9
| ABUTMENT BEARING
1'-
9
5'-
3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
4" C
L.
2" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
2
EQ.
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
6/26/2015 1:26:52 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2094-BTE 11x17_pdf.pltcfg
1'-
6
5b2
8a2
8a3
5b2
8a4
8a5
6
6
7'-
0
7'-
0
SPACES @ 0'-6
= 6d1
BARS
SPACES @ 1'
-0 =
SPACES @ 2'-0
= 5d5 BARS
SPACES @ 1'
-0 =
| APPROACH ROADWAY
1'-
0
1'-3
1'-
3
1'-7
6
TYPICAL
5n1
5m1
BEAM SPACES
@
5g2 DOWELS (ONE AT EACH 5g1).
6d1
5d5
5d2
B
E E
B
A
A EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
THROUGH BACKWALL
PART SECTION
PART PLAN VIEW
PILING LAYOUT
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚ 1'-7
3'-6
ƒ
1'-6 2'-0
2'-0 1'-6
5d3 &
5d4 BARS
5d3
5d4
1"
WA
SH
BEARING
| ABUT.
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET
NOTE :
WASH
1"
ROADWAY
| APPROACH 5d2 &
4d6 BARS
"BTE" BEAMS - STUB ABUT. DETAILS - (R.A.) 7°31' - 15° SKEW STANDARD SHEET 2094-BTE
8'-
0
1'-
3
8'-
0
1'-
01'-
41'-
41'-
41'-
0
1'-
01'-
0
1'-
6
1'-
41'-
41'-
4
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2094-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
| ABUTMENT BEARING
1'-9
1'-9
1'-
9
5'-
3
RE
VIS
ED 10-10 -
AD
DE
D 2
AD
DITI
ON
AL 5g
1 B
AR
S I
N
LO
WE
R
BA
CK
WA
LL.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
4" C
L.
2" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
3
EQ.
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
6/26/2015 1:26:54 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2095-BTCD 11x17_pdf.pltcfg
1'-
6
8a2
8a3
5b2
1'-
6
5b2
8a5
8a4
6
E E
B
B
A
A
6'-
0
7'-
0
6'-
0
7'-
0
1"
WASH
6
1'-7
6d1
5d5
5d2
1'-
0
1'-3
1'-
3 TYPI
CAL
5m1
5n1
BEAM SP
ACES @
SPACES
@ 0'-
6 =
6d1 B
ARS
SPACES
@ 1'-
0 =
SPACES
@ 1'-
0 =
SPACES
@ 2'-
0 =
5d5
BARS
6
EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
THROUGH BACKWALL
PART SECTION
PART PLAN VIEW
PILING LAYOUT
| APPROACH ROADWAY
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚ 1'-7
3'-6
ƒ
1'-6 2'-0
2'-0 1'-6
5d3
& 5d
4 BARS
5d3 5d4
1"
WA
SH
BEARING
| ABUT.
AT EACH 5g1).
5g2 DOWELS (ONE
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET
NOTE :
ROADWAY
| APPROACH
5d2
& 4d
6 BARS
"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (R.A.) 15°01' - 30° SKEW STANDARD SHEET 2095-BTCD
1'-
3
1'-
01'-
01'-
0
1'-
01'-
0
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2095-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-9
1'-9
| ABUTMENT BEARING
1'-
9
5'-
3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
4" C
L.
2" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
2
EQ.
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
ABUTMENT FOOTING DETAILS
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE :
6/26/2015 1:26:55 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2095-BTE 11x17_pdf.pltcfg
8a2
8a3
5b2
1'-
6
5b2
8a5
8a4
6
E E
B
B
A
A
7'-
0
7'-
0
1"
WASH
6
1'-7
6d1
5d5
5d2
1'-
0
1'-3
1'-
3 TYPI
CAL
5m1
5n1
BEAM SP
ACES @
SPACES
@ 0'-
6 =
6d1 B
ARS
SPACES
@ 1'-
0 =
SPACES
@ 1'-
0 =
SPACES
@ 2'-
0 =
5d5
BARS
6
EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
THROUGH BACKWALL
PART SECTION
PART PLAN VIEW
PILING LAYOUT
| APPROACH ROADWAY
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚ 1'-7
3'-6
ƒ
1'-6 2'-0
2'-0 1'-6
5d3
& 5d
4 BARS
5d3 5d41"
WA
SH
BEARING
| ABUT.
AT EACH 5g1).
5g2 DOWELS (ONE
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET
NOTE :
ROADWAY
| APPROACH
5d2
& 4d
6 BARS
"BTE" BEAMS - STUB ABUT. DETAILS - (R.A.) 15°01' - 30° SKEW STANDARD SHEET 2095-BTE
8'-
0
8'-
0
1'-
3
1'-
6
1'-
01'-
41'-
41'-
41'-
0
1'-
41'-
01'-
01'-
41'-
4
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2095-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
| ABUTMENT BEARING
1'-9
1'-9
1'-
9
5'-
3
RE
VIS
ED 10-10 -
AD
DE
D 2
AD
DITI
ON
AL 5g
1 B
AR
S I
N
LO
WE
R
BA
CK
WA
LL.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE :
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
4" C
L.
2" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
3
EQ.
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
ABUTMENT FOOTING DETAILS
6/26/2015 1:26:57 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2096-BTCD 11x17_pdf.pltcfg
B
E E
A
B A
7'-
0
6'-
0
7'-
0
6'-
0
1'-7
6
| ABUTMENT BEARING
1'-3
1'-
3
1'-
0
5d5 6d1
5d2
5m1
TYPICAL
5n1
SPACES @ 0'-6 = 6d1 BARS SPACES @ 1'-0 =
SPACES @ 2'-0 = 5d5 BARS
SPACES @ 1'-0 =
5g2 DOWELS (ONE
AT EACH 5g1).
NOTE :
SEE DESIGN SHEET
FOR VIEWS A-A & B-B.
BEAM SPACES @
EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
THROUGH BACKWALL
PART SECTION
PART PLAN VIEW
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚1'-7
3'-6
ƒ
5d3 & 5d4 BARS
1'-
6
6
8a4
8a5
5b2
6
8a2
8a3
5b2
PILING LAYOUT
1'-6 2'-0
2'-0 1'-6
5d3 5d4
1"
WA
SH
BEARING
| ABUT.
1"
WA
SH
ROADWAY
| APPROACH
5d2 & 4d6 BARS
"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (L.A.) 0°01' - 7°30' SKEW STANDARD SHEET 2096-BTCD
1'-
3
1'-
01'-
01'-
0
1'-
01'-
0
1'-
6
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2096-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
| APPROACH ROADWAY
1'-9 1'-9
1'-
9
5'-
3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
2
EQ.
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
4" C
L.
2" C
L.
6/26/2015 1:26:58 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2096-BTE 11x17_pdf.pltcfg
B
E E
A
B A
7'-
0
7'-
0
1'-7
6
| ABUTMENT BEARING
1'-3
1'-
3
1'-
0
5d5 6d1
5d2
5m1
TYPICAL
5n1
SPACES @ 0'-6 = 6d1 BARS SPACES @ 1'-0 =
SPACES @ 2'-0 = 5d5 BARS
SPACES @ 1'-0 =
5g2 DOWELS (ONE
AT EACH 5g1).
NOTE :
SEE DESIGN SHEET
FOR VIEWS A-A & B-B.
BEAM SPACES @
EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
THROUGH BACKWALL
PART SECTION
PART PLAN VIEW
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚1'-7
3'-6
ƒ
5d3 & 5d4 BARS
1'-
6
6
8a4
8a5
5b2
6
8a2
8a3
5b2
PILING LAYOUT
1'-6 2'-0
2'-0 1'-6
5d3 5d4
1"
WA
SH
BEARING
| ABUT.
1"
WA
SH
ROADWAY
| APPROACH
5d2 & 4d6 BARS
"BTE" BEAMS - STUB ABUT. DETAILS - (L.A.) 0°01' - 7°30' SKEW STANDARD SHEET 2096-BTE
8'-
0
8'-
0
1'-
01'-
41'-
41'-
41'-
0
1'-
01'-
41'-
41'-
41'-
0
1'-
6
1'-
3
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2096-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
| APPROACH ROADWAY
1'-91'-9
1'-
9
5'-
3
RE
VIS
ED 10-10 -
AD
DE
D 2
AD
DITI
ON
AL 5g
1 B
AR
S I
N
LO
WE
R
BA
CK
WA
LL.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
3
EQ.
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
4" C
L.
2" C
L.
6/26/2015 1:27:00 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2097-BTCD 11x17_pdf.pltcfg
6'-
0
7'-
0
1'-3
1'-
3
1'-
0
1'-7
6
TYPICAL
5m1
5n1
SPACES @ 0'-6 = 6d1 BARS
SPACES @ 1'-0 = SPACES @ 1'-0 = SPACES @ 2'-0 = 5d5 BARS
6'-
0
7'-
0
BEAM SPACES @
B
E E
B
PART SECTION
THROUGH BACKWALL A
A
6d1
5d2
5d5 1'-
6
6
8a4
8a5
5b2
6
1'-
6
5b2
8a3
8a2
EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
PART PLAN VIEW
PILING LAYOUT
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚1'-7
3'-6
ƒ
1'-6 2'-0
2'-0 1'-65d3 & 5d4 BARS
5d3 5d4
1"
WA
SH
BEARING
| ABUT.
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET
NOTE :
AT EACH 5g1).
5g2 DOWELS (ONE
ROADWAY
| APPROACH
BEARING
| ABUTMENT
1"
WA
SH
ROADWAY
| APPROACH
5d2 & 4d6 BARS
"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (L.A.) 7°31' - 15° SKEW STANDARD SHEET 2097-BTCD
1'-
3
1'-
01'-
0
1'-
01'-
0
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2097-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-91'-9
1'-
95'-
3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
2
EQ.
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
4" C
L.
2" C
L.
6/26/2015 1:27:01 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2097-BTE 11x17_pdf.pltcfg
7'-
0
1'-3
1'-
3
1'-
0
1'-7
6
TYPICAL
5m1
5n1
SPACES @ 0'-6 = 6d1 BARS
SPACES @ 1'-0 = SPACES @ 1'-0 = SPACES @ 2'-0 = 5d5 BARS
7'-
0
BEAM SPACES @
B
E E
B
PART SECTION
THROUGH BACKWALL A
A
6d1
5d2
5d5
1'-
6
6
8a4
8a5 5b2
6
5b2
8a3
8a2
EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
PART PLAN VIEW
PILING LAYOUT
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚1'-7
3'-6
ƒ
1'-6 2'-0
2'-0 1'-6
5d3 & 5d4 BARS
5d3 5d4
1"
WA
SH
BEARING
| ABUT.
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET
NOTE :
AT EACH 5g1).
5g2 DOWELS (ONE
ROADWAY
| APPROACH
BEARING
| ABUTMENT
1"
WA
SH
ROADWAY
| APPROACH
5d2 & 4d6 BARS
"BTE" BEAMS - STUB ABUT. DETAILS - (L.A.) 7°31' - 15° SKEW STANDARD SHEET 2097-BTE
1'-
3
8'-
0
8'-
0
1'-
01'-
41'-
41'-
41'-
0
1'-
6
1'-
41'-
41'-
41'-
01'-
0
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2097-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-91'-9
1'-
95'-
3
RE
VIS
ED 10-10 -
AD
DE
D 2
AD
DITI
ON
AL 5g
1 B
AR
S I
N
LO
WE
R
BA
CK
WA
LL.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
3
EQ.
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
4" C
L.
2" C
L.
6/26/2015 1:27:03 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2098-BTCD 11x17_pdf.pltcfg
7'-
0
6'-
0
1'-7
6
1'-3
1'-
3
1'-
0
BEAM SPACES @
TYPICAL
5m1
5n1
6d1
5d5
5d2
7'-
0
6'-
0 SPACES @ 0'-6 =
6d1 BARS
SPACES @ 1'-0 =
SPACES @ 1'-0 =
SPACES @ 2'-0 =
5d5 BARS
A
A
E E
B
B EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
THROUGH BACKWALL
PART SECTION
PART PLAN VIEW
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚1'-7
3'-6
ƒ
5d3 & 5d4 BARS
5d3
5d4
1"
WA
SH
AT EACH 5g1).
5g2 DOWELS (ONE
BEARING
| ABUTMENT
ROADWAY
| APPROACH
1"
WA
SH
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET ??
NOTE :
5d2 & 4d6 BARS
"BTC" OR "BTD" BEAMS - STUB ABUT. DETAILS - (L.A.) 15°01' - 30° SKEW STANDARD SHEET 2098-BTCD
1'-
3
6
8a2
8a3
5b2
8a4
8a5
5b2
1'-
6
6
PILING LAYOUT
1'-6 2'-0
2'-0 1'-6
BEARING
| ABUT.
ROADWAY
| APPROACH
1'-
01'-
0
1'-
01'-
0
1'-
6
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2098-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-91'-9
1'-
95'-
3
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
2
EQ.
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
4" C
L.
2" C
L.
6/26/2015 1:27:05 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2098-BTE 11x17_pdf.pltcfg
7'-
0
1'-7
6
1'-3
1'-
3
1'-
0
BEAM SPACES @
TYPICAL
5m1
5n1
6d1
5d5
5d2
7'-
0
8'-
0
SPACES @ 0'-6 = 6d1 BARS
SPACES @ 1'-0 =
SPACES @ 1'-0 =
SPACES @ 2'-0 =
5d5 BARS
A
A
E E B
B
EXTERIOR BEAMS.
5n1 BARS TO FIT STEPS AT THE
BEAM. FLARE 5m1 BARS AND FIELD CUT
PLACE 5m1 AND 5n1 BARS UNDER EACH
NOTE :
THROUGH BACKWALL
PART SECTION
PART PLAN VIEW
AT | = 2'-2
5g1 MIN. LAP
AT | = 2'-2
5g3 MIN. LAP
10
1'-10‚1'-7
3'-6
ƒ
5d3 & 5d4 BARS
5d3
5d4
1"
WA
SH
AT EACH 5g1).
5g2 DOWELS (ONE
BEARING
| ABUTMENT
ROADWAY
| APPROACH
1"
WA
SH
FOR VIEWS A-A & B-B.
SEE DESIGN SHEET ??
NOTE :
5d2 & 4d6 BARS
"BTE" BEAMS - STUB ABUT. DETAILS - (L.A.) 15°01' - 30° SKEW STANDARD SHEET 2098-BTE
8'-
0
1'-
3
6
8a2
8a3
5b2
8a4
8a5
5b2
1'-
6
6
1'-6 2'-0
2'-0 1'-6
BEARING
| ABUT.
ROADWAY
| APPROACH
1'-
01'-
0
1'-
01'-
0
1'-
6
1'-
41'-
41'-
4
1'-
41'-
41'-
4
BEARING
| ABUT.
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2098-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-91'-9
1'-
95'-
3
RE
VIS
ED 10-10 -
AD
DE
D 2
AD
DITI
ON
AL 5g
1 B
AR
S I
N
LO
WE
R
BA
CK
WA
LL.
PILING LAYOUT
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
3'-
10
1"
3
ROADWAY
POINT
a
BOTT.BACKWALL ELEV.
3'-
10
BENCH MARK`:
ABUTMENT STEP DIAGRAM
REAR ELEVATION
ELEV. ( SEE TABLE )
BOTT. OF BACKWALL
ELEV. ( SEE TABLE`)
BOTT. OF FTG.
1
4
CL.
5b1
ST
EP
CL.
5g1
5d2 6d1
8a1
5m1
5n1
1'-
6
1'-01'-3
4'-
0
4'-
1
1'-6 1'-6
4
EQ.
SP
A.- 8a1
1•
1•
2"3'-
10
3
2"
5g3
1'-
11'-
31'-
3
3
4d6
1'-3
5d3
5d4 CROWN LINE AT ABUTMENT
IS PARALLEL TO ROADWAY
IN HEIGHT/ELEVATION AND
CONSTRUCTION JOINT VARIES
| APPROACH ROADWAY
1" CHAMFER
SEE DETAIL "C"
STEEL)
STAINLESS
5d5 (DEFORMED
3" C
L.
8
3'-
7
3'-
7
ELEVATIONS
TABLE OF ABUTMENT
„" RADIUS
DETAIL "C" BOTTOM BACKWALL ELEVATION
BOTTOM FOOTING ELEVATION
REAR ELEVATION
EXPANSION DEVICE NOT SHOWN
SECTION THROUGH ABUTMENT
BOTT. FTG. ELEV.
ELEV. A
ABUTMENT ABUTMENT
ABUTMENT ABUTMENTSTEP
1'-7 1'-7
CROWN ORDINATES.
SECTION FOR
SEE ROADWAY CROSS
PARALLELCONSTRUCTION JOINT
WA
SH
1'-
1
1'-
1
5g
1 S
PA
CI
NG
F.F.
&
B.F.
2'-
0
TO
P
OF
P̀IL
ES
SP
A.
CR
OW
N
LI
NE
RO
AD
WA
Y
OF
FS
ET
TO
3'-
7
CO
NS
TA
NT
MIN.
1'-3
VE
RTIC
AL
BA
CK
WA
LL
1"
WA
SH
`STRIP SEAL EXPANSION DEVICE OPENING.
`TO ACCOMMODATE PROPER SETTING OF THE
`DURING CONSTRUCTION MAY BE NECESSARY
`THE PAVEMENT SUPPORT SECTION
*`THIS DIMENSION MAY VARY. TILTING OF
| ABUT. BRG.
MI
N.
MI
N.
TABLE OF ABUTMENT STEPS
1'-
10
*1'-9
2'-4•
5'-4•
3
EQ.
___
AB
UT.
___
AB
UT.
___
AB
UT.
___
AB
UT.
NOTE: BARRIER RAIL NOT SHOWN IN DETAILS.
AT EACH ABUTMENT.
____ - HP10x42 STEEL BEARING PILING REQUIRED
FOOTING. BATTER PILES IN THE DIRECTION SHOWN.
DIMENSIONS SHOWN ON PILING LAYOUT ARE AT BOTTOM OF
NOTE : ABUTMENT FOOTING DETAILS
1
OF
PIL
ES
CL.
4
8a2
5b2
8a3
4
EQ.
SP
A.
2'-0
3'-6
1'-6
ƒ
ƒ
SECTION E-E
2'-
0
TO
P
3'-
10
2ƒ" CL.
2" 2"
CL.
4" C
L.
2" C
L.
6/26/2015 1:27:06 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2099-BTCD 11x17_pdf.pltcfg
5f3
"BTC" OR "BTD" BEAM STUB ABUT. DETAILS - 0° SKEW STANDARD SHEET 2099-BTCDEN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2099-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
3'-0 3'-0
4'-0 4'-0
1'-0
8a2
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
3'-0
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. G ELEV. H ELEV.I
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
3 3 3 3 3 EQ. SP.
8-5e1
6 SP. @ 0'-11 = 5'-6
14-5e2
5e1
5f3
5c3
5e2
~
~
1'-
7
SECTION C-C
6'-0
3'-
10
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
10
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
5c14
6'-0 WING EXTENSION
7'-0 END SECTION 6'-0 WING EXTENSION 6'-0 WING EXTENSION 7'-0 END SECTION
PARALLEL TO TOP OF WING
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C C
2'-1
1'-
6
MI
N.
1'-
6
2
2ƒ"CL.
PART
~5c3
~5c14
5e2
1'-
6
MI
N.
LOCATION ELEV. G ELEV. H ELEV. I
TABLE OF WINGWALL ELEVATIONS
SECTION D-D
9•
7•
2
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
(WITH KEYWAYS)
CONSTRUCTION JOINT
5d8
5d9
4
EQ.
SP
A.;5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
5d9
5d8
*PVC PIPE*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4*PVC PIPE
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:07 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2099-BTE 11x17_pdf.pltcfg
5f3
"BTE" BEAM STUB ABUT. DETAILS - 0° SKEW STANDARD SHEET 2099-BTEEN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2099-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
3'-0 3'-0
4'-04'-0
1'-0
8a2
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
3'-0
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
ELEV. G ELEV. H
2ƒ"CL.
ELEV.I
PART
SECTION D-D
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
5c3
~
~
SECTION C-C
3'-
10
~5c3
~5c14
5e2
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
7'-0 END SECTION 8'-0 WING EXTENSION 8'-0 WING EXTENSION 7'-0 END SECTION
LOCATION ELEV. G ELEV. H ELEV. I
PARALLEL TO TOP OF WING
1'-
6
MI
N.
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C
2'-1
1'-
6
MI
N.
1'-
6
TABLE OF WINGWALL ELEVATIONS
8'-0
5h2 (BACK FACE)
5h4 (TRAFFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
C
(WITH KEYWAYS)
CONSTRUCTION JOINT
1'-
7
9•
7•
2
5d8
5d9
33 33 8 EQUAL SPACES = 7'-6 3 EQ. SP.
8-5e118 - 5e2
5e2 5e1
5f3
5c14
8'-0 WING EXTENSION
10
5
EQ.
SP
A.; 5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
5d9
5d8
*PVC PIPE
*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4
*PVC PIPE
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:08 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2100-BTCD 11x17_pdf.pltcfg
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
PART SECTION F-F
3 3 3 EQ. SP.
8-5e1
5e1
5c3
5e2 5f4
~
~
10
5c14
F F
"BTC" OR "BTD" BEAM STUB ABUT. DETAILS - ( R.A. ) 0°01' - 7°30' SKEW STANDARD SHEET 2100-BTCDEN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2100-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
5d9
5d8
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. G ELEV. H ELEV.I
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
3 3 3 3 3 EQ. SP.
8-5e1
6 SP. @ 0'-11 = 5'-6
14-5e2
5e1
5f3
5c3
5e2
~
~
1'-
7
SECTION C-C
6'-0
3'-
10
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
10
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
5c14
6'-0 WING EXTENSION
7'-0 END SECTION 6'-0 WING EXTENSION 6'-0 WING EXTENSION 7'-0 END SECTION
PARALLEL TO TOP OF WING
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C C
2'-1
1'-
6
MI
N.
1'-
6
2
2ƒ"CL.
PART
~5c3
~5c14
5e2
1'-
6
MI
N.
LOCATION ELEV. G ELEV. H ELEV. I
TABLE OF WINGWALL ELEVATIONS
SECTION D-D
9•
7•
2
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
(WITH KEYWAYS)
CONSTRUCTION JOINT
5d8
5d9
4
EQ.
SP
A.;5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4*PVC PIPE
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:10 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2100-BTE 11x17_pdf.pltcfg
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
F F
"BTE" BEAM STUB ABUT. DETAILS - ( R.A. ) 0°01' - 7°30' SKEW STANDARD SHEET 2100-BTE
PART SECTION F-F
3 3 3 EQ. SP.
8-5e1
5e1
5c3
5e2 5f4
~
~
10
5c14
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2100-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
5d8
5d9
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
ELEV. G ELEV. H
2ƒ"CL.
ELEV.I
PART
SECTION D-D
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
5c3
~
~
SECTION C-C
3'-
10
~5c3
~5c14
5e2
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
7'-0 END SECTION 8'-0 WING EXTENSION 8'-0 WING EXTENSION 7'-0 END SECTION
LOCATION ELEV. G ELEV. H ELEV. I
PARALLEL TO TOP OF WING
1'-
6
MI
N.
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C
2'-1
1'-
6
MI
N.
1'-
6
TABLE OF WINGWALL ELEVATIONS
8'-0
5h2 (BACK FACE)
5h4 (TRAFFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
C
(WITH KEYWAYS)
CONSTRUCTION JOINT
1'-
7
9•
7•
2
5d8
5d9
33 33 8 EQUAL SPACES = 7'-6 3 EQ. SP.
8-5e118 - 5e2
5e2 5e1
5f3
5c14
8'-0 WING EXTENSION
10
5
EQ.
SP
A.; 5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE
*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4
*PVC PIPE
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:11 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2101-BTCD 11x17_pdf.pltcfg
F F
3 3 3 EQ. SP.
8-5e1
5f4
5e1
5c3 ~ 5e2
~
PART SECTION F-F
10
5c14
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
"BTC" OR "BTD" BEAM STUB ABUT. DETAILS - ( R.A. ) 7°31' - 15° SKEW STANDARD SHEET 2101-BTCDEN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2101-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
5d8
5d9
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. G ELEV. H ELEV.I
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
3 3 3 3 3 EQ. SP.
8-5e1
6 SP. @ 0'-11 = 5'-6
14-5e2
5e1
5f3
5c3
5e2
~
~
1'-
7
SECTION C-C
6'-0
3'-
10
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
10
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
5c14
6'-0 WING EXTENSION
7'-0 END SECTION 6'-0 WING EXTENSION 6'-0 WING EXTENSION 7'-0 END SECTION
PARALLEL TO TOP OF WING
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C C
2'-1
1'-
6
MI
N.
1'-
6
2
2ƒ"CL.
PART
~5c3
~5c14
5e2
1'-
6
MI
N.
LOCATION ELEV. G ELEV. H ELEV. I
TABLE OF WINGWALL ELEVATIONS
SECTION D-D
9•
7•
2
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
(WITH KEYWAYS)
CONSTRUCTION JOINT
5d8
5d9
4
EQ.
SP
A.;5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4*PVC PIPE
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:12 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2101-BTE 11x17_pdf.pltcfg
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
"BTE" BEAM STUB ABUT. DETAILS - ( R.A. ) 7°31' - 15° SKEW STANDARD SHEET 2101-BTE
F F
3 3 3 EQ. SP.
8-5e1
5f4
5e1
5c3 ~ 5e2
~
PART SECTION F-F
10
5c14
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2101-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
5d8
5d9
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
ELEV. G ELEV. H
2ƒ"CL.
ELEV.I
PART
SECTION D-D
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
5c3
~
~
SECTION C-C
3'-
10
~5c3
~5c14
5e2
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
7'-0 END SECTION 8'-0 WING EXTENSION 8'-0 WING EXTENSION 7'-0 END SECTION
LOCATION ELEV. G ELEV. H ELEV. I
PARALLEL TO TOP OF WING
1'-
6
MI
N.
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C
2'-1
1'-
6
MI
N.
1'-
6
TABLE OF WINGWALL ELEVATIONS
8'-0
5h2 (BACK FACE)
5h4 (TRAFFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
C
(WITH KEYWAYS)
CONSTRUCTION JOINT
1'-
7
9•
7•
2
5d8
5d9
33 33 8 EQUAL SPACES = 7'-6 3 EQ. SP.
8-5e118 - 5e2
5e2 5e1
5f3
5c14
8'-0 WING EXTENSION
10
5
EQ.
SP
A.; 5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE
*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4
*PVC PIPE
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:13 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2102-BTCD 11x17_pdf.pltcfg
F F
5f4
3 3
5e1
5e2
8-5e1
3 EQ. SP.
10
~5c3
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
PART SECTION F-F
"BTC" OR "BTD" BEAM STUB ABUT. DETAILS - ( R.A. ) 15°01' - 30° SKEW STANDARD SHEET 2102-BTCDEN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2102-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
5d8
5d9
~5c14
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. G ELEV. H ELEV.I
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
3 3 3 3 3 EQ. SP.
8-5e1
6 SP. @ 0'-11 = 5'-6
14-5e2
5e1
5f3
5c3
5e2
~
~
1'-
7
SECTION C-C
6'-0
3'-
10
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
10
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
5c14
6'-0 WING EXTENSION
7'-0 END SECTION 6'-0 WING EXTENSION 6'-0 WING EXTENSION 7'-0 END SECTION
PARALLEL TO TOP OF WING
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C C
2'-1
1'-
6
MI
N.
1'-
6
2
2ƒ"CL.
PART
~5c3
~5c14
5e2
1'-
6
MI
N.
LOCATION ELEV. G ELEV. H ELEV. I
TABLE OF WINGWALL ELEVATIONS
SECTION D-D
9•
7•
2
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
(WITH KEYWAYS)
CONSTRUCTION JOINT
5d8
5d9
4
EQ.
SP
A.;5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4*PVC PIPE
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:14 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2102-BTE 11x17_pdf.pltcfg
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
"BTE" BEAM STUB ABUT. DETAILS - ( R.A. ) 15°01' - 30° SKEW STANDARD SHEET 2102-BTE
F F
5f4
3 3
5e1
5e2
8-5e1
3 EQ. SP.
10
~5c3
PART SECTION F-F
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2102-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
5d8
5d9
~5c14
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
ELEV. G ELEV. H
2ƒ"CL.
ELEV.I
PART
SECTION D-D
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
5c3
~
~
SECTION C-C
3'-
10
~5c3
~5c14
5e2
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
7'-0 END SECTION 8'-0 WING EXTENSION 8'-0 WING EXTENSION 7'-0 END SECTION
LOCATION ELEV. G ELEV. H ELEV. I
PARALLEL TO TOP OF WING
1'-
6
MI
N.
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C
2'-1
1'-
6
MI
N.
1'-
6
TABLE OF WINGWALL ELEVATIONS
8'-0
5h2 (BACK FACE)
5h4 (TRAFFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
C
(WITH KEYWAYS)
CONSTRUCTION JOINT
1'-
7
9•
7•
2
5d8
5d9
33 33 8 EQUAL SPACES = 7'-6 3 EQ. SP.
8-5e118 - 5e2
5e2 5e1
5f3
5c14
8'-0 WING EXTENSION
10
5
EQ.
SP
A.; 5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE
*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4
*PVC PIPE
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:15 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2103-BTCD 11x17_pdf.pltcfg
F
PART SECTION F-F
3 3 3 EQ. SP.
8-5e1
5e1
5c3 5e2
5f4
~
~
~
10
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
5c14
5c16
"BTC" OR "BTD" BEAM STUB ABUT. DETAILS - ( L.A. ) 0°01' - 7°30' SKEW STANDARD SHEET 2103-BTCD
F
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2103-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
5d8
5d9
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. G ELEV. H ELEV.I
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
3 3 3 3 3 EQ. SP.
8-5e1
6 SP. @ 0'-11 = 5'-6
14-5e2
5e1
5f3
5c3
5e2
~
~
1'-
7
SECTION C-C
6'-0
3'-
10
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
10
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
5c14
6'-0 WING EXTENSION
7'-0 END SECTION 6'-0 WING EXTENSION 6'-0 WING EXTENSION 7'-0 END SECTION
PARALLEL TO TOP OF WING
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C C
2'-1
1'-
6
MI
N.
1'-
6
2
2ƒ"CL.
PART
~5c3
~5c14
5e2
1'-
6
MI
N.
LOCATION ELEV. G ELEV. H ELEV. I
TABLE OF WINGWALL ELEVATIONS
SECTION D-D
9•
7•
2
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
(WITH KEYWAYS)
CONSTRUCTION JOINT
5d8
5d9
4
EQ.
SP
A.;5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4*PVC PIPE
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:19 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2103-BTE 11x17_pdf.pltcfg
"BTE" BEAM STUB ABUT. DETAILS - ( L.A. ) 0°01' - 7°30' SKEW STANDARD SHEET 2103-BTE
F F
PART SECTION F-F
3 3 3 EQ. SP.
8-5e1
5e1
5c3 5e2
5f4
~
~
~
10
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
5c14
5c16
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2103-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
5d8
5d9
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
ELEV. G ELEV. H
2ƒ"CL.
ELEV.I
PART
SECTION D-D
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
5c3
~
~
SECTION C-C
3'-
10
~5c3
~5c14
5e2
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
7'-0 END SECTION 8'-0 WING EXTENSION 8'-0 WING EXTENSION 7'-0 END SECTION
LOCATION ELEV. G ELEV. H ELEV. I
PARALLEL TO TOP OF WING
1'-
6
MI
N.
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C
2'-1
1'-
6
MI
N.
1'-
6
TABLE OF WINGWALL ELEVATIONS
8'-0
5h2 (BACK FACE)
5h4 (TRAFFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
C
(WITH KEYWAYS)
CONSTRUCTION JOINT
1'-
7
9•
7•
2
5d8
5d9
33 33 8 EQUAL SPACES = 7'-6 3 EQ. SP.
8-5e118 - 5e2
5e2 5e1
5f3
5c14
8'-0 WING EXTENSION
10
5
EQ.
SP
A.; 5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE
*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4
*PVC PIPE
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:20 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2104-BTCD 11x17_pdf.pltcfg
PART SECTION F-F
3 3 3 EQ. SP.
8-5e1
5f4
5e1 ~
5c3
5e2
~ ~
10
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
5c16
5c14
"BTC" OR "BTD" BEAM STUB ABUT. DETAILS - ( L.A. ) 7°31'-15° SKEW STANDARD SHEET 2104-BTCD
F F
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2104-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
5d8
5d9
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. G ELEV. H ELEV.I
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
3 3 3 3 3 EQ. SP.
8-5e1
6 SP. @ 0'-11 = 5'-6
14-5e2
5e1
5f3
5c3
5e2
~
~
1'-
7
SECTION C-C
6'-0
3'-
10
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
10
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
5c14
6'-0 WING EXTENSION
7'-0 END SECTION 6'-0 WING EXTENSION 6'-0 WING EXTENSION 7'-0 END SECTION
PARALLEL TO TOP OF WING
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C C
2'-1
1'-
6
MI
N.
1'-
6
2
2ƒ"CL.
PART
~5c3
~5c14
5e2
1'-
6
MI
N.
LOCATION ELEV. G ELEV. H ELEV. I
TABLE OF WINGWALL ELEVATIONS
SECTION D-D
9•
7•
2
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
(WITH KEYWAYS)
CONSTRUCTION JOINT
5d8
5d9
4
EQ.
SP
A.;5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4*PVC PIPE
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:30 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2104-BTE 11x17_pdf.pltcfg
"BTE" BEAM STUB ABUT. DETAILS - ( L.A. ) 7°31'-15° SKEW STANDARD SHEET 2104-BTE
F F
PART SECTION F-F
3 3 3 EQ. SP.
8-5e1
5f4
5e1 ~
5c3
5e2
~ ~
10
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
5c16
5c14
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2104-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
5d8
5d9
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
ELEV. G ELEV. H
2ƒ"CL.
ELEV.I
PART
SECTION D-D
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
5c3
~
~
SECTION C-C
3'-
10
~5c3
~5c14
5e2
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
7'-0 END SECTION 8'-0 WING EXTENSION 8'-0 WING EXTENSION 7'-0 END SECTION
LOCATION ELEV. G ELEV. H ELEV. I
PARALLEL TO TOP OF WING
1'-
6
MI
N.
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C
2'-1
1'-
6
MI
N.
1'-
6
TABLE OF WINGWALL ELEVATIONS
8'-0
5h2 (BACK FACE)
5h4 (TRAFFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
C
(WITH KEYWAYS)
CONSTRUCTION JOINT
1'-
7
9•
7•
2
5d8
5d9
33 33 8 EQUAL SPACES = 7'-6 3 EQ. SP.
8-5e118 - 5e2
5e2 5e1
5f3
5c14
8'-0 WING EXTENSION
10
5
EQ.
SP
A.; 5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE
*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4
*PVC PIPE
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:31 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2105-BTCD 11x17_pdf.pltcfg
3 3 3 EQ. SP.
8-5e1
5e1
5f4 5e2
PART SECTION F-F
~
10
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
5c14
5c16
~5c3
"BTC" OR "BTD" BEAM STUB ABUT. DETAILS - ( L.A. ) 15°01'-30° SKEW STANDARD SHEET 2105-BTCD
F F
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2105-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
5d8
5d9
~
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
ELEV. G ELEV. H ELEV.I
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
3 3 3 3 3 EQ. SP.
8-5e1
6 SP. @ 0'-11 = 5'-6
14-5e2
5e1
5f3
5c3
5e2
~
~
1'-
7
SECTION C-C
6'-0
3'-
10
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
10
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
5c14
6'-0 WING EXTENSION
7'-0 END SECTION 6'-0 WING EXTENSION 6'-0 WING EXTENSION 7'-0 END SECTION
PARALLEL TO TOP OF WING
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C C
2'-1
1'-
6
MI
N.
1'-
6
2
2ƒ"CL.
PART
~5c3
~5c14
5e2
1'-
6
MI
N.
LOCATION ELEV. G ELEV. H ELEV. I
TABLE OF WINGWALL ELEVATIONS
SECTION D-D
9•
7•
2
5h2 (BACK FACE)
5h4 (TRAFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
(WITH KEYWAYS)
CONSTRUCTION JOINT
5d8
5d9
4
EQ.
SP
A.;5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4*PVC PIPE
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:32 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2105-BTE 11x17_pdf.pltcfg
"BTE" BEAM STUB ABUT. DETAILS - ( L.A. ) 15°01'-30° SKEW STANDARD SHEET 2105-BTE
F F
3 3 3 EQ. SP.
8-5e1
5e1
5f4 5e2
PART SECTION F-F
~
10
TO ACCOMMODATE SKEW
CLEAR FROM FACE OF CONCRETE
POSITION THIS 5e2 BAR 2"
5c14
5c16
~5c3
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2105-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
5d8
5d9
~
ABUTMENT WING.
AVOID PILE IN
AS NECESSARY TO
FIELD BEND 5h4 BAR
CO
RR
EC
TI
ON 04-14 -
CH
AN
GE
D
NO
TE
AB
OU
T
BA
RRIE
R
RAIL
BA
RS 5c3
&
5c14
TO
BA
RRIE
R
RAIL
QT
YS. I
NS
TE
AD
OF
BRI
DG
E
DE
CK
QT
YS.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
ELEV. G ELEV. H
2ƒ"CL.
ELEV.I
PART
SECTION D-D
1"
WA
SH
VIEW B-B
BENCH MARK:
4'-
1
D
D
VIEW A-A
4'-
1
~
~
5e2
5b2
8a2
5e1
5f3
3
3
3
MI
N.
5-8a2
&
5-8a3
5c3
~
~
SECTION C-C
3'-
10
~5c3
~5c14
5e2
VA
R.
JOINT FILLER
EXPANSION
•" PREFORMED 5c14 F.F.
5c3 B.F.
NOTE: BARRIER RAIL NOT SHOWN IN SECTION C-C.
7'-0 END SECTION 8'-0 WING EXTENSION 8'-0 WING EXTENSION 7'-0 END SECTION
LOCATION ELEV. G ELEV. H ELEV. I
PARALLEL TO TOP OF WING
1'-
6
MI
N.
DESIGN | GRADE
____ BELOW THE
PARALLEL TO AND
THIS SURFACE IS
5b2
5e1
5f4
C
2'-1
1'-
6
MI
N.
1'-
6
TABLE OF WINGWALL ELEVATIONS
8'-0
5h2 (BACK FACE)
5h4 (TRAFFFIC FACE)
5d9 (BACK FACE)
5d8 (TRAFFIC FACE)
C
(WITH KEYWAYS)
CONSTRUCTION JOINT
1'-
7
9•
7•
2
5d8
5d9
33 33 8 EQUAL SPACES = 7'-6 3 EQ. SP.
8-5e118 - 5e2
5e2 5e1
5f3
5c14
8'-0 WING EXTENSION
10
5
EQ.
SP
A.; 5f
BA
RS
7'-0 ABUTMENT WING
SE
E
AB
UT
ME
NT
WI
NG
SH
EE
T
8a2
5d9
5d8
*PVC PIPE
*PVC PIPE
SHEET FOR PVC PIPE LOCATION.
*`SEE PART PLAN & LONGIT. SECTION
5-8a2
&
5-8a3
2'-10 2'-4
*PVC PIPE
____ BELOW THE DESIGN | GRADE.
THIS SURFACE IS PARALLEL TO AND
ELEVATION SEE DESIGN SHEET ____
FOR BOTTOM FOOTING
SEE DESIGN SHEET ____.
NOTE: FOR LOCATION OF VIEWS A-A & B-B
QUANTITIES.
ARE INCLUDED IN THE BARRIER RAIL
REINFORCING BARS 5c3 AND 5c14
BARRIER RAIL WING EXTENSIONS.
THESE PLANS FOR DETAILS OF
~ NOTE: SEE DESIGN SHEET ____ IN
6/26/2015 1:27:33 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2106-BTCD 11x17_pdf.pltcfg
D=6
3'-
0
8a3
7'-7
D=6
3'-
0
1'-
5
8a2
8'-1 TO 8'-11
10
10 10'-7 283
345
20
"BTC & BTD" BEAM STUB ABUT. BAR LIST - 0° SKEW STANDARD SHEET 2106-BTCD
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2106-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
4'-10 101
RE
VIS
ED 07-14 -
CH
AN
GE
D
TH
E 5
m1
HO
RIZ
ON
TA
L
BA
R
LE
NG
TH
TO 2'-
8
TO
AC
CO
MM
OD
AT
E
TH
E 3'-
0
TR
AN
SV
ER
SE
DIS
TA
NC
E
OF
TH
E
BE
AM
ST
EP
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
BACKWALL BELOW CONSTR. JOINT
BACKWALL ABOVE CONSTR. JOINT
FOOTING AND STEPS
TOTAL (C.Y.)
REINFORCING BAR LIST - ONE ABUTMENTBAR LOCATION SHAPE NO. LENGTH WEIGHT
6d1
5d2
5d3
5g1
5g2
5g3
5m1
5n1
EP
OX
Y
CO
AT
ED
BA
RS
BENT BAR DETAILS
8a1
8a2
8a3
5b1
5b2
5e1
5e2
5f3
FOOTING LONGITUDINAL
WING FOOTING
WING FOOTING
FOOTING HOOPS
WING FOOTING HOOPS
MASKWALL VERTICAL
MASKWALL HORIZONTAL
5d4
BACKWALL VERTICAL B.F.
BACKWALL VERTICAL F.F.
PAVING NOTCH
PAVING NOTCH LONGITUDINAL
BEAM STEPS TRANSVERSE
BEAM STEPS LONGITUDINAL
LOCATION
28
2'-8
6
16
28
3'-5
129
ABUT. ABUT.
BACKWALL LONGITUDINAL
BACKWALL DOWELS
REINFORCING STEEL - EPOXY COATED - TOTAL (LBS.)
VARIES
88
4'-2
? WING MASKWALL
? WING MASKWALL
14'-0
PAVING NOTCH
4d6 BACKWALL VERTICAL HOOP 7'-9
STAINLESS STEEL - TOTAL (LBS.)S.S.
BA
RS 5d5 PAVING NOTCH DOWELS (STAINLESS STEEL) 3'-6
6
6
D=2•
5b1
1'-
6
5m1
D=2•
4d6
11
D=2
3'-
5
6
6
D=2•
5b2
3'-
4
3'-2
2'-2
5d3
D=2•1'-
0
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIA
D=2•
5d4
D=2•
1'-
0
1'-5
1'-0
1'-0
1'-
0
4'-5
CONCRETE PLACEMENT QUANTITIES
5d8
5d9
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL5h2
5h4
6
6
31
31
5d8 5h4
2'-9• 2'-9•
5‚
5‚
2'-1
D=3ƒD=3ƒ
2'-102'-10
4'-11•
17'-0
4'-11
4'-11
8'-8
8'-8
5'-10
3'-
5
4'-1•
3'-
6
10ABUTMENT NOTES:
? WING EXTENSION
? WING EXTENSION
WING EXTENSION VERTICAL
ABUTMENT QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
GRADE 60, MEETING THE REQUIREMENTS OF MATERIALS I.M. 452.
PAVING NOTCH DOWELS SHALL BE STAINLESS STEEL DEFORMED BAR
IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
OF FURNISHING AND PLACING CONCRETE SEALER IS TO BE INCLUDED
THE COST OF PREFORMED EXPANSION JOINT FILLER, AND COST
SPECIFICATIONS.
SEAT IN ACCORDANCE WITH THE CURRENT IOWA D.O.T. STANDARD
CONCRETE SEALER IS TO BE APPLIED TO THE ABUTMENT BRIDGE
BRIDGE DECK IS PLACED.
ANCHORAGE OF THE EXPANSION DEVICE IS TO BE PLACED AFTER THE
THE PORTION OF THE BACKWALL CONTAINING THE ABUTMENT
2x6's.
CONSTRUCTION JOINT KEYWAYS ARE TO BE FORMED WITH BEVELED
DECK IS POURED.
THE MASKWALL IS TO BE POURED BEFORE THE SUPERSTRUCTURE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
2'-8
5'-8
6/26/2015 1:27:34 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2106-BTE 11x17_pdf.pltcfg
D=6
3'-
0
8a3
7'-7
D=6
3'-
0
1'-
5
8a2
10
10 12'-7 336
398
24
"BTE" BEAM STUB ABUT. BAR LIST - 0° SKEW STANDARD SHEET 2106-BTE
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2106-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
4'-10 120
10'-1 TO 10'-11
AD
DE
D 2'-
0
TO
TH
E
HO
RIZ
ON
TA
L
LE
G
OF
TH
E 8a2
BA
RS
TO
AC
CO
MM
OD
AT
E
TH
E
FU
LL
LE
NG
TH
OF
TH
E
WI
NG
EX
TE
NSI
ON
AN
D
AB
UT
ME
NT
FO
OTI
NG.
RE
VIS
ED 07-14 -
CH
AN
GE
D
TH
E 5
m1
HO
RIZ
ON
TA
L
BA
R
LE
NG
TH
TO 2'-
8
TO
AC
CO
MM
OD
AT
E
TH
E 3'-
0
TR
AN
SV
ER
SE
DIS
TA
NC
E
OF
TH
E
BE
AM
ST
EP
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
BACKWALL BELOW CONSTR. JOINT
BACKWALL ABOVE CONSTR. JOINT
FOOTING AND STEPS
TOTAL (C.Y.)
REINFORCING BAR LIST - ONE ABUTMENTBAR LOCATION SHAPE NO. LENGTH WEIGHT
6d1
5d2
5d3
5g1
5g2
5g3
5m1
5n1
EP
OX
Y
CO
AT
ED
BA
RS
BENT BAR DETAILS
8a1
8a2
8a3
5b1
5b2
5e1
5e2
5f3
FOOTING LONGITUDINAL
WING FOOTING
WING FOOTING
FOOTING HOOPS
WING FOOTING HOOPS
MASKWALL VERTICAL
MASKWALL HORIZONTAL
5d4
BACKWALL VERTICAL B.F.
BACKWALL VERTICAL F.F.
PAVING NOTCH
PAVING NOTCH LONGITUDINAL
BEAM STEPS TRANSVERSE
BEAM STEPS LONGITUDINAL
LOCATION
2'-8
16
28
3'-5
ABUT. ABUT.
BACKWALL LONGITUDINAL
BACKWALL DOWELS
REINFORCING STEEL - EPOXY COATED - TOTAL (LBS.)
VARIES
4'-2
? WING MASKWALL
? WING MASKWALL
14'-0
PAVING NOTCH
4d6 BACKWALL VERTICAL HOOP 7'-9
STAINLESS STEEL - TOTAL (LBS.)S.S.
BA
RS 5d5 PAVING NOTCH DOWELS (STAINLESS STEEL) 3'-6
6
6
D=2•
5b1
1'-
6
5m1
D=2•
4d6
11
D=2
3'-
5
6
6
D=2•
5b2
3'-
4
3'-2
2'-2
5d3
D=2•1'-
0
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIA
D=2•
5d4
D=2•
1'-
0
1'-5
1'-0
1'-0
1'-
0
4'-5
CONCRETE PLACEMENT QUANTITIES
5d8
5d9
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL5h2
5h4
6
6
31
31
5d8 5h4
2'-9• 2'-9•
5‚
5‚
2'-1
D=3ƒD=3ƒ
4'-11•
2'-102'-10
17'-0
10 146
4'-11
4'-11
7'-10
10'-8
10'-8
32 147
14
14
156
156
4'-1•
3'-
6
3'-
5
10ABUTMENT NOTES:
? WING EXTENSION
? WING EXTENSION
WING EXTENSION VERTICAL
ABUTMENT QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
GRADE 60, MEETING THE REQUIREMENTS OF MATERIALS I.M. 452.
PAVING NOTCH DOWELS SHALL BE STAINLESS STEEL DEFORMED BAR
IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
OF FURNISHING AND PLACING CONCRETE SEALER IS TO BE INCLUDED
THE COST OF PREFORMED EXPANSION JOINT FILLER, AND COST
SPECIFICATIONS.
SEAT IN ACCORDANCE WITH THE CURRENT IOWA D.O.T. STANDARD
CONCRETE SEALER IS TO BE APPLIED TO THE ABUTMENT BRIDGE
BRIDGE DECK IS PLACED.
ANCHORAGE OF THE EXPANSION DEVICE IS TO BE PLACED AFTER THE
THE PORTION OF THE BACKWALL CONTAINING THE ABUTMENT
2x6's.
CONSTRUCTION JOINT KEYWAYS ARE TO BE FORMED WITH BEVELED
DECK IS POURED.
THE MASKWALL IS TO BE POURED BEFORE THE SUPERSTRUCTURE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
2'-8
5'-8
6/26/2015 1:27:35 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2107-BTCD 11x17_pdf.pltcfg
"BTC & BTD" BEAM STUB ABUT. BAR LIST - 0°01' - 7°30' SKEW
1'-5
8a1 5g2 (LAP`=`3'-11)
8
D=2•D=6
3'-9
8a2
8a4
D=6
1'-
5
& 8a4
8a2
?? TO ??
?? TO ??
3'-
0
8a3
8a5
D=6
3'-
0
& 8a5
8a3
26
5
5
5
5
VARIES8a4
8a5
WING FOOTING
WING FOOTING
5f4 MASKWALL HORIZONTAL
10
10
STANDARD SHEET 2107-BTCD
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2107-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
RE
VIS
ED 07-14 -
CH
AN
GE
D
TH
E 5
m1
HO
RIZ
ON
TA
L
BA
R
LE
NG
TH
TO 2'-
8
TO
AC
CO
MM
OD
AT
E
TH
E 3'-
0
TR
AN
SV
ER
SE
DIS
TA
NC
E
OF
TH
E
BE
AM
ST
EP
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
BACKWALL BELOW CONSTR. JOINT
BACKWALL ABOVE CONSTR. JOINT
FOOTING AND STEPS
TOTAL (C.Y.)
REINFORCING BAR LIST - ONE ABUTMENTBAR LOCATION SHAPE NO. LENGTH WEIGHT
6d1
5d2
5d3
5g1
5g2
5g3
5m1
5n1
EP
OX
Y
CO
AT
ED
BA
RS
BENT BAR DETAILS
8a1
8a2
8a3
5b1
5b2
5e1
5e2
5f3
FOOTING LONGITUDINAL
WING FOOTING
WING FOOTING
FOOTING HOOPS
WING FOOTING HOOPS
MASKWALL VERTICAL
MASKWALL HORIZONTAL
5d4
BACKWALL VERTICAL B.F.
BACKWALL VERTICAL F.F.
PAVING NOTCH
PAVING NOTCH LONGITUDINAL
BEAM STEPS TRANSVERSE
BEAM STEPS LONGITUDINAL
LOCATION
28
2'-8
6
16
28
3'-5
129
ABUT. ABUT.
BACKWALL LONGITUDINAL
BACKWALL DOWELS
REINFORCING STEEL - EPOXY COATED - TOTAL (LBS.)
VARIES
88
4'-2
? WING MASKWALL
? WING MASKWALL
14'-0
PAVING NOTCH
4d6 BACKWALL VERTICAL HOOP 7'-9
STAINLESS STEEL - TOTAL (LBS.)S.S.
BA
RS 5d5 PAVING NOTCH DOWELS (STAINLESS STEEL) 3'-6
6
6
D=2•
5b1
1'-
6
5m1
D=2•
4d6
11
D=2
3'-
5
6
6
D=2•
5b2
3'-
4
3'-2
2'-2
5d3
D=2•1'-
0
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIA
D=2•
5d4
D=2•
1'-
0
1'-5
1'-0
1'-0
1'-
0
4'-5
CONCRETE PLACEMENT QUANTITIES
5d8
5d9
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL5h2
5h4
6
6
31
31
5d8 5h4
2'-9• 2'-9•
5‚
5‚
2'-1
D=3ƒD=3ƒ
2'-102'-10
4'-11•
17'-0
4'-11
4'-11
8'-8
8'-8
5'-10
3'-
5
4'-1•
3'-
6
10ABUTMENT NOTES:
? WING EXTENSION
? WING EXTENSION
WING EXTENSION VERTICAL
ABUTMENT QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
GRADE 60, MEETING THE REQUIREMENTS OF MATERIALS I.M. 452.
PAVING NOTCH DOWELS SHALL BE STAINLESS STEEL DEFORMED BAR
IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
OF FURNISHING AND PLACING CONCRETE SEALER IS TO BE INCLUDED
THE COST OF PREFORMED EXPANSION JOINT FILLER, AND COST
SPECIFICATIONS.
SEAT IN ACCORDANCE WITH THE CURRENT IOWA D.O.T. STANDARD
CONCRETE SEALER IS TO BE APPLIED TO THE ABUTMENT BRIDGE
BRIDGE DECK IS PLACED.
ANCHORAGE OF THE EXPANSION DEVICE IS TO BE PLACED AFTER THE
THE PORTION OF THE BACKWALL CONTAINING THE ABUTMENT
2x6's.
CONSTRUCTION JOINT KEYWAYS ARE TO BE FORMED WITH BEVELED
DECK IS POURED.
THE MASKWALL IS TO BE POURED BEFORE THE SUPERSTRUCTURE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
2'-8
5'-8
6/26/2015 1:27:36 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2107-BTE 11x17_pdf.pltcfg
1'-5
8a1 5g2 (LAP`=`3'-11)
8
D=2•D=6
3'-9
8a2
8a4
D=6
1'-
5
& 8a4
8a2
?? TO ??
?? TO ??
3'-
0
8a3
8a5
D=6
3'-
0
& 8a5
8a3
26
5
5
5
5
VARIES8a4
8a5
WING FOOTING
WING FOOTING
5f4 MASKWALL HORIZONTAL
12
12
STANDARD SHEET 2107-BTE"BTE" BEAM STUB ABUT. BAR LIST - 0°01' - 7°30' SKEW
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2710-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
RE
VIS
ED 07-14 -
CH
AN
GE
D
TH
E 5
m1
HO
RIZ
ON
TA
L
BA
R
LE
NG
TH
TO 2'-
8
TO
AC
CO
MM
OD
AT
E
TH
E 3'-
0
TR
AN
SV
ER
SE
DIS
TA
NC
E
OF
TH
E
BE
AM
ST
EP
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
BACKWALL BELOW CONSTR. JOINT
BACKWALL ABOVE CONSTR. JOINT
FOOTING AND STEPS
TOTAL (C.Y.)
REINFORCING BAR LIST - ONE ABUTMENTBAR LOCATION SHAPE NO. LENGTH WEIGHT
6d1
5d2
5d3
5g1
5g2
5g3
5m1
5n1
EP
OX
Y
CO
AT
ED
BA
RS
BENT BAR DETAILS
8a1
8a2
8a3
5b1
5b2
5e1
5e2
5f3
FOOTING LONGITUDINAL
WING FOOTING
WING FOOTING
FOOTING HOOPS
WING FOOTING HOOPS
MASKWALL VERTICAL
MASKWALL HORIZONTAL
5d4
BACKWALL VERTICAL B.F.
BACKWALL VERTICAL F.F.
PAVING NOTCH
PAVING NOTCH LONGITUDINAL
BEAM STEPS TRANSVERSE
BEAM STEPS LONGITUDINAL
LOCATION
2'-8
16
28
3'-5
ABUT. ABUT.
BACKWALL LONGITUDINAL
BACKWALL DOWELS
REINFORCING STEEL - EPOXY COATED - TOTAL (LBS.)
VARIES
4'-2
? WING MASKWALL
? WING MASKWALL
14'-0
PAVING NOTCH
4d6 BACKWALL VERTICAL HOOP 7'-9
STAINLESS STEEL - TOTAL (LBS.)S.S.
BA
RS 5d5 PAVING NOTCH DOWELS (STAINLESS STEEL) 3'-6
6
6
D=2•
5b1
1'-
6
5m1
D=2•
4d6
11
D=2
3'-
5
6
6
D=2•
5b2
3'-
4
3'-2
2'-2
5d3
D=2•1'-
0
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIA
D=2•
5d4
D=2•
1'-
0
1'-5
1'-0
1'-0
1'-
0
4'-5
CONCRETE PLACEMENT QUANTITIES
5d8
5d9
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL5h2
5h4
6
6
31
31
5d8 5h4
2'-9• 2'-9•
5‚
5‚
2'-1
D=3ƒD=3ƒ
4'-11•
2'-102'-10
17'-0
10 146
4'-11
4'-11
7'-10
10'-8
10'-8
32 147
14
14
156
156
4'-1•
3'-
6
3'-
5
10ABUTMENT NOTES:
? WING EXTENSION
? WING EXTENSION
WING EXTENSION VERTICAL
ABUTMENT QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
GRADE 60, MEETING THE REQUIREMENTS OF MATERIALS I.M. 452.
PAVING NOTCH DOWELS SHALL BE STAINLESS STEEL DEFORMED BAR
IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
OF FURNISHING AND PLACING CONCRETE SEALER IS TO BE INCLUDED
THE COST OF PREFORMED EXPANSION JOINT FILLER, AND COST
SPECIFICATIONS.
SEAT IN ACCORDANCE WITH THE CURRENT IOWA D.O.T. STANDARD
CONCRETE SEALER IS TO BE APPLIED TO THE ABUTMENT BRIDGE
BRIDGE DECK IS PLACED.
ANCHORAGE OF THE EXPANSION DEVICE IS TO BE PLACED AFTER THE
THE PORTION OF THE BACKWALL CONTAINING THE ABUTMENT
2x6's.
CONSTRUCTION JOINT KEYWAYS ARE TO BE FORMED WITH BEVELED
DECK IS POURED.
THE MASKWALL IS TO BE POURED BEFORE THE SUPERSTRUCTURE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
2'-8
5'-8
6/26/2015 1:27:37 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2108-BTCD 11x17_pdf.pltcfg
"BTC & BTD" BEAM STUB ABUT. BAR LIST - 7°30' - 15° SKEW
1'-5
8a1 5g2 (LAP`=`3'-11)
8
D=2•D=6
3'-9
8a2
8a4
D=6
1'-
5
& 8a4
8a2
?? TO ??
?? TO ??
3'-
0
8a3
8a5
D=6
3'-
0
& 8a5
8a3
26
5
5
5
5
VARIES8a4
8a5
WING FOOTING
WING FOOTING
5f4 MASKWALL HORIZONTAL
10
10
STANDARD SHEET 2108-BTCD
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2108-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
RE
VIS
ED 07-14 -
CH
AN
GE
D
TH
E 5
m1
HO
RIZ
ON
TA
L
BA
R
LE
NG
TH
TO 2'-
8
TO
AC
CO
MM
OD
AT
E
TH
E 3'-
0
TR
AN
SV
ER
SE
DIS
TA
NC
E
OF
TH
E
BE
AM
ST
EP
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
BACKWALL BELOW CONSTR. JOINT
BACKWALL ABOVE CONSTR. JOINT
FOOTING AND STEPS
TOTAL (C.Y.)
REINFORCING BAR LIST - ONE ABUTMENTBAR LOCATION SHAPE NO. LENGTH WEIGHT
6d1
5d2
5d3
5g1
5g2
5g3
5m1
5n1
EP
OX
Y
CO
AT
ED
BA
RS
BENT BAR DETAILS
8a1
8a2
8a3
5b1
5b2
5e1
5e2
5f3
FOOTING LONGITUDINAL
WING FOOTING
WING FOOTING
FOOTING HOOPS
WING FOOTING HOOPS
MASKWALL VERTICAL
MASKWALL HORIZONTAL
5d4
BACKWALL VERTICAL B.F.
BACKWALL VERTICAL F.F.
PAVING NOTCH
PAVING NOTCH LONGITUDINAL
BEAM STEPS TRANSVERSE
BEAM STEPS LONGITUDINAL
LOCATION
28
2'-8
6
16
28
3'-5
129
ABUT. ABUT.
BACKWALL LONGITUDINAL
BACKWALL DOWELS
REINFORCING STEEL - EPOXY COATED - TOTAL (LBS.)
VARIES
88
4'-2
? WING MASKWALL
? WING MASKWALL
14'-0
PAVING NOTCH
4d6 BACKWALL VERTICAL HOOP 7'-9
STAINLESS STEEL - TOTAL (LBS.)S.S.
BA
RS 5d5 PAVING NOTCH DOWELS (STAINLESS STEEL) 3'-6
6
6
D=2•
5b1
1'-
6
5m1
D=2•
4d6
11
D=2
3'-
5
6
6
D=2•
5b2
3'-
4
3'-2
2'-2
5d3
D=2•1'-
0
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIA
D=2•
5d4
D=2•
1'-
0
1'-5
1'-0
1'-0
1'-
0
4'-5
CONCRETE PLACEMENT QUANTITIES
5d8
5d9
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL5h2
5h4
6
6
31
31
5d8 5h4
2'-9• 2'-9•
5‚
5‚
2'-1
D=3ƒD=3ƒ
2'-102'-10
4'-11•
17'-0
4'-11
4'-11
8'-8
8'-8
5'-10
3'-
5
4'-1•
3'-
6
10ABUTMENT NOTES:
? WING EXTENSION
? WING EXTENSION
WING EXTENSION VERTICAL
ABUTMENT QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
GRADE 60, MEETING THE REQUIREMENTS OF MATERIALS I.M. 452.
PAVING NOTCH DOWELS SHALL BE STAINLESS STEEL DEFORMED BAR
IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
OF FURNISHING AND PLACING CONCRETE SEALER IS TO BE INCLUDED
THE COST OF PREFORMED EXPANSION JOINT FILLER, AND COST
SPECIFICATIONS.
SEAT IN ACCORDANCE WITH THE CURRENT IOWA D.O.T. STANDARD
CONCRETE SEALER IS TO BE APPLIED TO THE ABUTMENT BRIDGE
BRIDGE DECK IS PLACED.
ANCHORAGE OF THE EXPANSION DEVICE IS TO BE PLACED AFTER THE
THE PORTION OF THE BACKWALL CONTAINING THE ABUTMENT
2x6's.
CONSTRUCTION JOINT KEYWAYS ARE TO BE FORMED WITH BEVELED
DECK IS POURED.
THE MASKWALL IS TO BE POURED BEFORE THE SUPERSTRUCTURE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
2'-8
5'-8
6/26/2015 1:27:38 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2108-BTE 11x17_pdf.pltcfg
1'-5
8a1 5g2 (LAP`=`3'-11)
8
D=2•D=6
3'-9
8a2
8a4
D=6
1'-
5
& 8a4
8a2
?? TO ??
?? TO ??
3'-
0
8a3
8a5
D=6
3'-
0
& 8a5
8a3
26
5
5
5
5
VARIES8a4
8a5
WING FOOTING
WING FOOTING
5f4 MASKWALL HORIZONTAL
12
12
STANDARD SHEET 2108-BTE"BTE" BEAM STUB ABUT. BAR LIST - 7°30' - 15° SKEW
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2108-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
RE
VIS
ED 07-14 -
CH
AN
GE
D
TH
E 5
m1
HO
RIZ
ON
TA
L
BA
R
LE
NG
TH
TO 2'-
8
TO
AC
CO
MM
OD
AT
E
TH
E 3'-
0
TR
AN
SV
ER
SE
DIS
TA
NC
E
OF
TH
E
BE
AM
ST
EP
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
BACKWALL BELOW CONSTR. JOINT
BACKWALL ABOVE CONSTR. JOINT
FOOTING AND STEPS
TOTAL (C.Y.)
REINFORCING BAR LIST - ONE ABUTMENTBAR LOCATION SHAPE NO. LENGTH WEIGHT
6d1
5d2
5d3
5g1
5g2
5g3
5m1
5n1
EP
OX
Y
CO
AT
ED
BA
RS
BENT BAR DETAILS
8a1
8a2
8a3
5b1
5b2
5e1
5e2
5f3
FOOTING LONGITUDINAL
WING FOOTING
WING FOOTING
FOOTING HOOPS
WING FOOTING HOOPS
MASKWALL VERTICAL
MASKWALL HORIZONTAL
5d4
BACKWALL VERTICAL B.F.
BACKWALL VERTICAL F.F.
PAVING NOTCH
PAVING NOTCH LONGITUDINAL
BEAM STEPS TRANSVERSE
BEAM STEPS LONGITUDINAL
LOCATION
2'-8
16
28
3'-5
ABUT. ABUT.
BACKWALL LONGITUDINAL
BACKWALL DOWELS
REINFORCING STEEL - EPOXY COATED - TOTAL (LBS.)
VARIES
4'-2
? WING MASKWALL
? WING MASKWALL
14'-0
PAVING NOTCH
4d6 BACKWALL VERTICAL HOOP 7'-9
STAINLESS STEEL - TOTAL (LBS.)S.S.
BA
RS 5d5 PAVING NOTCH DOWELS (STAINLESS STEEL) 3'-6
6
6
D=2•
5b1
1'-
6
5m1
D=2•
4d6
11
D=2
3'-
5
6
6
D=2•
5b2
3'-
4
3'-2
2'-2
5d3
D=2•1'-
0
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIA
D=2•
5d4
D=2•
1'-
0
1'-5
1'-0
1'-0
1'-
0
4'-5
CONCRETE PLACEMENT QUANTITIES
5d8
5d9
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL5h2
5h4
6
6
31
31
5d8 5h4
2'-9• 2'-9•
5‚
5‚
2'-1
D=3ƒD=3ƒ
4'-11•
2'-102'-10
17'-0
10 146
4'-11
4'-11
7'-10
10'-8
10'-8
32 147
14
14
156
156
4'-1•
3'-
6
3'-
5
10ABUTMENT NOTES:
? WING EXTENSION
? WING EXTENSION
WING EXTENSION VERTICAL
ABUTMENT QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
GRADE 60, MEETING THE REQUIREMENTS OF MATERIALS I.M. 452.
PAVING NOTCH DOWELS SHALL BE STAINLESS STEEL DEFORMED BAR
IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
OF FURNISHING AND PLACING CONCRETE SEALER IS TO BE INCLUDED
THE COST OF PREFORMED EXPANSION JOINT FILLER, AND COST
SPECIFICATIONS.
SEAT IN ACCORDANCE WITH THE CURRENT IOWA D.O.T. STANDARD
CONCRETE SEALER IS TO BE APPLIED TO THE ABUTMENT BRIDGE
BRIDGE DECK IS PLACED.
ANCHORAGE OF THE EXPANSION DEVICE IS TO BE PLACED AFTER THE
THE PORTION OF THE BACKWALL CONTAINING THE ABUTMENT
2x6's.
CONSTRUCTION JOINT KEYWAYS ARE TO BE FORMED WITH BEVELED
DECK IS POURED.
THE MASKWALL IS TO BE POURED BEFORE THE SUPERSTRUCTURE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
2'-8
5'-8
6/26/2015 1:27:40 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2109-BTCD 11x17_pdf.pltcfg
26
5
5
5
5
VARIES8a4
8a5
WING FOOTING
WING FOOTING
5f4 MASKWALL HORIZONTAL
10
10
1'-5
8a1 5g2 (LAP`=`3'-11)
8
D=2•D=6
3'-9
8a2
8a4
D=6
1'-
5
& 8a4
8a2
?? TO ??
?? TO ??
3'-
0
8a3
8a5
D=6
3'-
0
& 8a5
8a3
STANDARD SHEET 2109-BTCD"BTC & BTD" BEAM STUB ABUT. BAR LIST - 15°01' - 30' SKEW
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2109-
BT
CD -
THIS
SH
EE
T IS
SU
ED 07-08.
RE
VIS
ED 07-14 -
CH
AN
GE
D
TH
E 5
m1
HO
RIZ
ON
TA
L
BA
R
LE
NG
TH
TO 2'-
8
TO
AC
CO
MM
OD
AT
E
TH
E 3'-
0
TR
AN
SV
ER
SE
DIS
TA
NC
E
OF
TH
E
BE
AM
ST
EP
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
BACKWALL BELOW CONSTR. JOINT
BACKWALL ABOVE CONSTR. JOINT
FOOTING AND STEPS
TOTAL (C.Y.)
REINFORCING BAR LIST - ONE ABUTMENTBAR LOCATION SHAPE NO. LENGTH WEIGHT
6d1
5d2
5d3
5g1
5g2
5g3
5m1
5n1
EP
OX
Y
CO
AT
ED
BA
RS
BENT BAR DETAILS
8a1
8a2
8a3
5b1
5b2
5e1
5e2
5f3
FOOTING LONGITUDINAL
WING FOOTING
WING FOOTING
FOOTING HOOPS
WING FOOTING HOOPS
MASKWALL VERTICAL
MASKWALL HORIZONTAL
5d4
BACKWALL VERTICAL B.F.
BACKWALL VERTICAL F.F.
PAVING NOTCH
PAVING NOTCH LONGITUDINAL
BEAM STEPS TRANSVERSE
BEAM STEPS LONGITUDINAL
LOCATION
28
2'-8
6
16
28
3'-5
129
ABUT. ABUT.
BACKWALL LONGITUDINAL
BACKWALL DOWELS
REINFORCING STEEL - EPOXY COATED - TOTAL (LBS.)
VARIES
88
4'-2
? WING MASKWALL
? WING MASKWALL
14'-0
PAVING NOTCH
4d6 BACKWALL VERTICAL HOOP 7'-9
STAINLESS STEEL - TOTAL (LBS.)S.S.
BA
RS 5d5 PAVING NOTCH DOWELS (STAINLESS STEEL) 3'-6
6
6
D=2•
5b1
1'-
6
5m1
D=2•
4d6
11
D=2
3'-
5
6
6
D=2•
5b2
3'-
4
3'-2
2'-2
5d3
D=2•1'-
0
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIA
D=2•
5d4
D=2•
1'-
0
1'-5
1'-0
1'-0
1'-
0
4'-5
CONCRETE PLACEMENT QUANTITIES
5d8
5d9
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL5h2
5h4
6
6
31
31
5d8 5h4
2'-9• 2'-9•
5‚
5‚
2'-1
D=3ƒD=3ƒ
2'-102'-10
4'-11•
17'-0
4'-11
4'-11
8'-8
8'-8
5'-10
3'-
5
4'-1•
3'-
6
10ABUTMENT NOTES:
? WING EXTENSION
? WING EXTENSION
WING EXTENSION VERTICAL
ABUTMENT QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
GRADE 60, MEETING THE REQUIREMENTS OF MATERIALS I.M. 452.
PAVING NOTCH DOWELS SHALL BE STAINLESS STEEL DEFORMED BAR
IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
OF FURNISHING AND PLACING CONCRETE SEALER IS TO BE INCLUDED
THE COST OF PREFORMED EXPANSION JOINT FILLER, AND COST
SPECIFICATIONS.
SEAT IN ACCORDANCE WITH THE CURRENT IOWA D.O.T. STANDARD
CONCRETE SEALER IS TO BE APPLIED TO THE ABUTMENT BRIDGE
BRIDGE DECK IS PLACED.
ANCHORAGE OF THE EXPANSION DEVICE IS TO BE PLACED AFTER THE
THE PORTION OF THE BACKWALL CONTAINING THE ABUTMENT
2x6's.
CONSTRUCTION JOINT KEYWAYS ARE TO BE FORMED WITH BEVELED
DECK IS POURED.
THE MASKWALL IS TO BE POURED BEFORE THE SUPERSTRUCTURE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
2'-8
5'-8
6/26/2015 1:27:41 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 2109-BTE 11x17_pdf.pltcfg
26
5
5
5
5
VARIES8a4
8a5
WING FOOTING
WING FOOTING
5f4 MASKWALL HORIZONTAL
12
12
1'-5
8a1 5g2 (LAP`=`3'-11)
8
D=2•D=6
3'-9
8a2
8a4
D=6
1'-
5
& 8a4
8a2
?? TO ??
?? TO ??
3'-
0
8a3
8a5
D=6
3'-
0
& 8a5
8a3
STANDARD SHEET 2109-BTE"BTE" BEAM STUB ABUT. BAR LIST - 15°01' - 30' SKEW
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 2109-
BT
E -
THIS
SH
EE
T IS
SU
ED 07-08.
RE
VIS
ED 07-14 -
CH
AN
GE
D
TH
E 5
m1
HO
RIZ
ON
TA
L
BA
R
LE
NG
TH
TO 2'-
8
TO
AC
CO
MM
OD
AT
E
TH
E 3'-
0
TR
AN
SV
ER
SE
DIS
TA
NC
E
OF
TH
E
BE
AM
ST
EP
S.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
BACKWALL BELOW CONSTR. JOINT
BACKWALL ABOVE CONSTR. JOINT
FOOTING AND STEPS
TOTAL (C.Y.)
REINFORCING BAR LIST - ONE ABUTMENTBAR LOCATION SHAPE NO. LENGTH WEIGHT
6d1
5d2
5d3
5g1
5g2
5g3
5m1
5n1
EP
OX
Y
CO
AT
ED
BA
RS
BENT BAR DETAILS
8a1
8a2
8a3
5b1
5b2
5e1
5e2
5f3
FOOTING LONGITUDINAL
WING FOOTING
WING FOOTING
FOOTING HOOPS
WING FOOTING HOOPS
MASKWALL VERTICAL
MASKWALL HORIZONTAL
5d4
BACKWALL VERTICAL B.F.
BACKWALL VERTICAL F.F.
PAVING NOTCH
PAVING NOTCH LONGITUDINAL
BEAM STEPS TRANSVERSE
BEAM STEPS LONGITUDINAL
LOCATION
2'-8
16
28
3'-5
ABUT. ABUT.
BACKWALL LONGITUDINAL
BACKWALL DOWELS
REINFORCING STEEL - EPOXY COATED - TOTAL (LBS.)
VARIES
4'-2
? WING MASKWALL
? WING MASKWALL
14'-0
PAVING NOTCH
4d6 BACKWALL VERTICAL HOOP 7'-9
STAINLESS STEEL - TOTAL (LBS.)S.S.
BA
RS 5d5 PAVING NOTCH DOWELS (STAINLESS STEEL) 3'-6
6
6
D=2•
5b1
1'-
6
5m1
D=2•
4d6
11
D=2
3'-
5
6
6
D=2•
5b2
3'-
4
3'-2
2'-2
5d3
D=2•1'-
0
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIA
D=2•
5d4
D=2•
1'-
0
1'-5
1'-0
1'-0
1'-
0
4'-5
CONCRETE PLACEMENT QUANTITIES
5d8
5d9
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL
WING EXTENSION FF HORIZONTAL
WING EXTENSION BF HORIZONTAL5h2
5h4
6
6
31
31
5d8 5h4
2'-9• 2'-9•
5‚
5‚
2'-1
D=3ƒD=3ƒ
4'-11•
2'-102'-10
17'-0
10 146
4'-11
4'-11
7'-10
10'-8
10'-8
32 147
14
14
156
156
4'-1•
3'-
6
3'-
5
10ABUTMENT NOTES:
? WING EXTENSION
? WING EXTENSION
WING EXTENSION VERTICAL
ABUTMENT QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED
DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE
GRADE 60, MEETING THE REQUIREMENTS OF MATERIALS I.M. 452.
PAVING NOTCH DOWELS SHALL BE STAINLESS STEEL DEFORMED BAR
IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
OF FURNISHING AND PLACING CONCRETE SEALER IS TO BE INCLUDED
THE COST OF PREFORMED EXPANSION JOINT FILLER, AND COST
SPECIFICATIONS.
SEAT IN ACCORDANCE WITH THE CURRENT IOWA D.O.T. STANDARD
CONCRETE SEALER IS TO BE APPLIED TO THE ABUTMENT BRIDGE
BRIDGE DECK IS PLACED.
ANCHORAGE OF THE EXPANSION DEVICE IS TO BE PLACED AFTER THE
THE PORTION OF THE BACKWALL CONTAINING THE ABUTMENT
2x6's.
CONSTRUCTION JOINT KEYWAYS ARE TO BE FORMED WITH BEVELED
DECK IS POURED.
THE MASKWALL IS TO BE POURED BEFORE THE SUPERSTRUCTURE
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
2'-8
5'-8
6/26/2015 1:27:43 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4542-BTCDE 11x17_pdf.pltcfg
6
8
2
88
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART PLAN
‚
| PIER
1" MIN.
TYP.
TOP OF FIXED PIER DETAILS
SECTION A-A
JOINT FILLER.
EXPANSION
‚" PREFORMED
2'-
0
5e5
5b1 & b2
5b1
6a1
| ABUTMENT BEARING
5d4 5e3
5d3
5e6
5d2
| BEARINGS
| PIER
5d4 5e3
5d3
5e1
5d2
| PIER | BEARINGS
7'-0 END SECTION
PART LONGITUDINAL SECTION NEAR GUTTER
5b1
5b1
EXPAN. PIERFIXED PIER
TOP OF DECK
5j1
4" MIN. CL. - 6" MAX. CL.
TYP. FOR 5e1, 5e4, 5e5, 5e6 AND 5e7
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
6 TYP.
6
TY
P.
PVC PIPE
1'-0
2'-0
1'-01'-0 1'-0
2'-0
SEE DETAIL "A"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
CONCRETE SEALER
LIMITS OF
2'-0
5'-0
PRESTRESSED BEAM
CONCRETE SEALER LIMITS FOR
BEARINGS
| BEAM
BEARINGS
| BEAM
8" END OF BEAM TO | BEAM BEARING
6d5
6d6
DETAILED ON THIS SHEET.
THAT ARE NOT EMBEDDED IN THE ABUTMENT DIAPHRAGMS AS
SHALL INCLUDE PORTIONS OF THE PRESTRESSED BEAM END
2403.03, P, 3, OF THE STANDARD SPECIFICATIONS. THE SEALING
AND PRESTRESSED BEAM ENDS IN ACCORDANCE WITH ARTICLE
CONCRETE SEALER SHALL BE APPLIED TO THE ABUTMENT SEAT
SEE DESIGN SHEET ____ FOR BARRIER RAIL LAYOUT AND DETAILS
(`FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ____`).
AT 50° F.
COIL ROD
ƒ"½x1'-3
5d4
5e6
5e3
5d3
COIL ROD
ƒ"½x1'-3
(BENT ).
| PIER
COIL ROD
ƒ"½x1'-3
5d4
5e3
5d3
COIL ROD
ƒ"½x1'-3
(BENT ).
| PIER
5e1
5e2 5e2 5e7 5e4
PART PLAN VIEW
PART SECTION
ƒ"½x1'-3 COIL ROD
END OF SLAB
FACE OF BACKWALL
5e5
EXPAN. PIER FIXED PIER
1'-
7R
OA
DW
AY
| BEAMS
| ABUTMENT BEARING (VERTICAL)
9 9
6
6
END OF ABUTMENT DIAPHRAGM
A
BEARING
| BEAM
| BEAM
| PIER
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSIONA
DETAILS SEE DESIGN SHEET ??
FOR BARRIER RECESS AND PLATE
PVC PIPE
PVC PIPE
2'-
0
2'-
0
1'-
8
1'-
8
1'-
8
1'-
8
OF DIAPHRAGM HOOP BARS BETWEEN BEAMS`)
(`SEE CROSS SECTION THRU SLAB FOR NUMBER
1'-
81'-
8E
Q.
SP
S.; 5
e5
2'-4•
PAD (9`x`1"`x`2'-4•)
NEOPRENE BEARING
1'-
0
BY BEVELED 2`x`8
KEYWAY FORMED
1'-
0
STANDARD SHEET 4542-BTCDEPART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 0° SKEW
2'-3 2'-3
1'-1• 1'-1• 1'-1• 1'-1•
2'-1 1'-9
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4542-
BT
CD
E -
THIS
SH
EE
T IS
SU
ED 07-08.
EQ.
SP
S.
EQ.
SP
S.
5e6
&̀5̀e3
5e1̀
&5̀e3
1'-
7
2'-0
1'-9
6d5
6d6
CO
RR
EC
TI
ON 10-10 -
CO
NC
RE
TE
SE
AL
ER
AR
TIC
LE 2403.2
1
D
CH
AN
GE
D
TO
AR
TIC
LE 2403.0
3,
P, 3.
6/26/2015 1:27:44 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4543-BTCDE 11x17_pdf.pltcfg
6
8
2
88
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART PLAN
‚
| PIER
1" MIN.
TYP.
TOP OF FIXED PIER DETAILS
SECTION A-A
JOINT FILLER.
EXPANSION
‚" PREFORMED
2'-
0
5e5
5b1 & b2
5b1
6a1
| ABUTMENT BEARING
5d4 5e3
5d3
5e6
5d2
| BEARINGS
| PIER
5d4 5e3
5d3
5e1
5d2
| PIER | BEARINGS
7'-0 END SECTION
PART LONGITUDINAL SECTION NEAR GUTTER
5b1
5b1
EXPAN. PIERFIXED PIER
TOP OF DECK
5j1
4" MIN. CL. - 6" MAX. CL.
TYP. FOR 5e1, 5e4, 5e5, 5e6 AND 5e7
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
6 TYP.
6
TY
P.
PVC PIPE
1'-0
2'-0
1'-01'-0 1'-0
2'-0
SEE DETAIL "A"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
CONCRETE SEALER
LIMITS OF
2'-0
5'-0
PRESTRESSED BEAM
CONCRETE SEALER LIMITS FOR
BEARINGS
| BEAM
BEARINGS
| BEAM
8" END OF BEAM TO | BEAM BEARING
6d5
6d6
DETAILED ON THIS SHEET.
THAT ARE NOT EMBEDDED IN THE ABUTMENT DIAPHRAGMS AS
SHALL INCLUDE PORTIONS OF THE PRESTRESSED BEAM END
2403.03, P, 3, OF THE STANDARD SPECIFICATIONS. THE SEALING
AND PRESTRESSED BEAM ENDS IN ACCORDANCE WITH ARTICLE
CONCRETE SEALER SHALL BE APPLIED TO THE ABUTMENT SEAT
SEE DESIGN SHEET ____ FOR BARRIER RAIL LAYOUT AND DETAILS
(`FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ____`).
PART PLAN VIEW
PART SECTION
5e5
FACE OF BACKWALL
END OF SLAB
ƒ"½x1'-3 COIL ROD
AT 50° F.
COIL ROD
ƒ"½x1'-3
(BENT ).
5e2 5e7
COIL ROD
ƒ"½x1'-3
5d3
5d4
| PIER
5e6
COIL ROD
ƒ"½x1'-3
(BENT ).
5e2
COIL ROD
ƒ"½x1'-3
5e3
5d3
5d4
| PIER
5e1
RO
AD
WA
Y
1'-
7
EXPAN. PIER FIXED PIER
| BEAMS
| ABUTMENT BEARING (VERTICAL)
5e4
9 9
6
6
END OF ABUTMENT DIAPHRAGM
| PIER
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
BY BEVELED 2 x 8.
KEYWAY FORMED
| BEAM
BEARINGS
| BEAM
A
A
PVC PIPE
PVC PIPE
DETAILS SEE DESIGN SHEET ??
FOR BARRIER RECESS AND PLATE
OF DIAPHRAGM HOOP BARS BETWEEN BEAMS`)
(`SEE CROSS SECTION THRU SLAB FOR NUMBER
2'-6 2'-6
1'-
10
1'-
10
1'-
10
1'-
10
2'-
0
2'-
0
EQ.
SP
S.; 5
e5
1'-
10
1'-
10
5e3
PAD (9 x 1 x 2'-4•)
NEOPRENE BEARING
2'-4•
STANDARD SHEET 4543-BTCDEPART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 0°01' - 7°30' SKEW L. A.
1'-3 1'-3 1'-3 1'-3
1'-
01'-
0
2'-1 1'-9
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4543-
BT
CD
E -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-9
EQ.
SP
S.
5e1
&
5e3
5e6
&
5e3
EQ.
SP
S.
1'-
7
2'-0
6d5 6d6
CO
RR
EC
TI
ON 10-10 -
CO
NC
RE
TE
SE
AL
ER
AR
TIC
LE 2403.2
1
D
CH
AN
GE
D
TO
AR
TIC
LE 2403.0
3,
P, 3.
6/26/2015 1:27:45 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4544-BTCDE 11x17_pdf.pltcfg
6
8
2
88
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART PLAN
‚
| PIER
1" MIN.
TYP.
TOP OF FIXED PIER DETAILS
SECTION A-A
JOINT FILLER.
EXPANSION
‚" PREFORMED
2'-
0
5e5
5b1 & b2
5b1
6a1
| ABUTMENT BEARING
5d4 5e3
5d3
5e6
5d2
| BEARINGS
| PIER
5d4 5e3
5d3
5e1
5d2
| PIER | BEARINGS
7'-0 END SECTION
PART LONGITUDINAL SECTION NEAR GUTTER
5b1
5b1
EXPAN. PIERFIXED PIER
TOP OF DECK
5j1
4" MIN. CL. - 6" MAX. CL.
TYP. FOR 5e1, 5e4, 5e5, 5e6 AND 5e7
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
6 TYP.
6
TY
P.
PVC PIPE
1'-0
2'-0
1'-01'-0 1'-0
2'-0
SEE DETAIL "A"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
CONCRETE SEALER
LIMITS OF
2'-0
5'-0
PRESTRESSED BEAM
CONCRETE SEALER LIMITS FOR
BEARINGS
| BEAM
BEARINGS
| BEAM
8" END OF BEAM TO | BEAM BEARING
6d5
6d6
DETAILED ON THIS SHEET.
THAT ARE NOT EMBEDDED IN THE ABUTMENT DIAPHRAGMS AS
SHALL INCLUDE PORTIONS OF THE PRESTRESSED BEAM END
2403.03, P, 3, OF THE STANDARD SPECIFICATIONS. THE SEALING
AND PRESTRESSED BEAM ENDS IN ACCORDANCE WITH ARTICLE
CONCRETE SEALER SHALL BE APPLIED TO THE ABUTMENT SEAT
SEE DESIGN SHEET ____ FOR BARRIER RAIL LAYOUT AND DETAILS
(`FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ____`).
| PIER
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
BY BEVELED 2 x 8.
KEYWAY FORMED
| BEAM
BEARINGS
| BEAM
A
A
PART PLAN VIEW
PART SECTION
5e5
FACE OF BACKWALL
END OF SLAB
ƒ"½x1'-3 COIL ROD
AT 50° F.
2'-
1
2'-
1
RO
AD
WA
Y
1'-
7
| ABUTMENT BEARING (VERTICAL)
| BEAMS
END OF ABUTMENT DIAPHRAGM
DETAILS SEE DESIGN SHEET ??
FOR BARRIER RECESS AND PLATE
PVC PIPE
PVC PIPE
OF DIAPHRAGM HOOP BARS BETWEEN BEAMS`)
(`SEE CROSS SECTION THRU SLAB FOR NUMBER
EQ.
SP
S.; 5
e5
PAD (9`x`1`x`2'-4•)
NEOPRENE BEARING
2'-4•
STANDARD SHEET 4544-BTCDE
EXPAN. PIER FIXED PIER
| PIER
5e2 5e7
5d3
5e6
5e3
5d4
2'-
0
)
2'-
1
2'-
1
ƒ"½x1'-3
COIL ROD
(BENT
9
6
5e1
& 5e3
EQ. SP.
2'-10
COIL ROD
ƒ"½x1'-3
| PIER
5e2 5e4
5e1
5e3
5d4
2'-
0
)
2'-
1
2'-
1
ƒ"½x1'-3
COIL ROD
(BENT
9
6
5e1
& 5e3
EQ. SP.
2'-10
COIL ROD
ƒ"½x1'-3
PART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 7°31' - 15° SKEW L. A.
1'-51'-5
1'-
01'-
0
2'-11'-9
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4544-
BT
CD
E -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-9
5d3
1'-
7
2'-0
6d5 6d6
CO
RR
EC
TI
ON 10-10 -
CO
NC
RE
TE
SE
AL
ER
AR
TIC
LE 2403.2
1
D
CH
AN
GE
D
TO
AR
TIC
LE 2403.0
3,
P, 3.
6/26/2015 1:27:46 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4545-BTCDE 11x17_pdf.pltcfg
6
8
2
88
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART PLAN
‚
| PIER
1" MIN.
TYP.
TOP OF FIXED PIER DETAILS
SECTION A-A
JOINT FILLER.
EXPANSION
‚" PREFORMED
2'-
0
5e5
5b1 & b2
5b1
6a1
| ABUTMENT BEARING
5d4 5e3
5d3
5e6
5d2
| BEARINGS
| PIER
5d4 5e3
5d3
5e1
5d2
| PIER | BEARINGS
7'-0 END SECTION
PART LONGITUDINAL SECTION NEAR GUTTER
5b1
5b1
EXPAN. PIERFIXED PIER
TOP OF DECK
5j1
4" MIN. CL. - 6" MAX. CL.
TYP. FOR 5e1, 5e4, 5e5, 5e6 AND 5e7
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
6 TYP.
6
TY
P.
PVC PIPE
1'-0
2'-0
1'-01'-0 1'-0
2'-0
SEE DETAIL "A"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
CONCRETE SEALER
LIMITS OF
2'-0
5'-0
PRESTRESSED BEAM
CONCRETE SEALER LIMITS FOR
BEARINGS
| BEAM
BEARINGS
| BEAM
8" END OF BEAM TO | BEAM BEARING
6d5
6d6
DETAILED ON THIS SHEET.
THAT ARE NOT EMBEDDED IN THE ABUTMENT DIAPHRAGMS AS
SHALL INCLUDE PORTIONS OF THE PRESTRESSED BEAM END
2403.03, P, 3, OF THE STANDARD SPECIFICATIONS. THE SEALING
AND PRESTRESSED BEAM ENDS IN ACCORDANCE WITH ARTICLE
CONCRETE SEALER SHALL BE APPLIED TO THE ABUTMENT SEAT
SEE DESIGN SHEET ____ FOR BARRIER RAIL LAYOUT AND DETAILS
(`FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ____`).
PART PLAN VIEW
PART SECTION
5e5
AT 50° F.
FACE OF BACKWALL
END OF SLAB
ƒ"½x1'-3 COIL ROD
RO
AD
WA
Y1'-
7
| ABUTMENT BEARING
(VERTICAL)
| BEAMS
| BEAM
51'-
2
END OF ABUTMENT DIAPHRAGM
| PIER
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
BY BEVELED 2 x 8.
KEYWAY FORMED
| BEAM
BEARINGS
| BEAM
A
A
DETAILS SEE DESIGN SHEET ??
FOR BARRIER RECESS AND PLATE
PVC PIPE
PVC PIPE
OF DIAPHRAGM HOOP BARS BETWEEN BEAMS`)
(`SEE CROSS SECTION THRU SLAB FOR NUMBER
EQ. SPS.; 5
e5
2'-
9
2'-
9
2'-4•
PAD (9 x 1 x 2'-4•)
NEOPRENE BEARING
STANDARD SHEET 4545-BTCDE
EXPAN. PIER
COIL ROD
ƒ"½x1'-3
(BENT ).
| PIER
5e2 5e7
COIL ROD
ƒ"½x1'-3
5e3
5e6
5d3
5d4
3'-2
9
6
2'-
9
2'-
9
2'-
0
EQ. SPS.
5e6
& 5e3
COIL ROD
ƒ"½x1'-3
(BENT ).
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5e3
5e1
5d3
5d4
3'-2
9
6
2'-
9
2'-
9
2'-
0
EQ. SPS.
5e6
& 5e3
FIXED PIER
1'-5 1'-5
PART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 15°01' - 30° SKEW L.A.
1'-
01'-
0
2'-1
1'-9
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4545-
BT
CD
E -
THIS
SH
EE
T IS
SU
ED 07-08. 2'-0
1'-9
6d5
6d6
CO
RR
EC
TI
ON 10-10 -
CO
NC
RE
TE
SE
AL
ER
AR
TIC
LE 2403.2
1
D
CH
AN
GE
D
TO
AR
TIC
LE 2403.0
3,
P, 3.
6/26/2015 1:27:47 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4546-BTCDE 11x17_pdf.pltcfg
6
8
2
88
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART PLAN
‚
| PIER
1" MIN.
TYP.
TOP OF FIXED PIER DETAILS
SECTION A-A
JOINT FILLER.
EXPANSION
‚" PREFORMED
2'-
0
5e5
5b1 & b2
5b1
6a1
| ABUTMENT BEARING
5d4 5e3
5d3
5e6
5d2
| BEARINGS
| PIER
5d4 5e3
5d3
5e1
5d2
| PIER | BEARINGS
7'-0 END SECTION
PART LONGITUDINAL SECTION NEAR GUTTER
5b1
5b1
EXPAN. PIERFIXED PIER
TOP OF DECK
5j1
4" MIN. CL. - 6" MAX. CL.
TYP. FOR 5e1, 5e4, 5e5, 5e6 AND 5e7
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
PVC PIPE
1'-0
2'-0
1'-01'-0 1'-0
2'-0
SEE DETAIL "A"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
CONCRETE SEALER
LIMITS OF
2'-0
5'-0
PRESTRESSED BEAM
CONCRETE SEALER LIMITS FOR
BEARINGS
| BEAM
BEARINGS
| BEAM
8" END OF BEAM TO | BEAM BEARING
6d5
6d6
DETAILED ON THIS SHEET.
THAT ARE NOT EMBEDDED IN THE ABUTMENT DIAPHRAGMS AS
SHALL INCLUDE PORTIONS OF THE PRESTRESSED BEAM END
2403.03, P, 3, OF THE STANDARD SPECIFICATIONS. THE SEALING
AND PRESTRESSED BEAM ENDS IN ACCORDANCE WITH ARTICLE
CONCRETE SEALER SHALL BE APPLIED TO THE ABUTMENT SEAT
SEE DESIGN SHEET ____ FOR BARRIER RAIL LAYOUT AND DETAILS
(`FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ____`).
PART PLAN VIEW
AT 50° F.
FACE OF BACKWALL
END OF SLAB
ƒ"½x1'-3 COIL ROD
5e5
| ABUTMENT BEARING (VERTICAL)
RO
AD
WA
Y1'-
7
| BEAMS
51'-
2
END OF ABUTMENT DIAPHRAGM
| PIER
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
BY BEVELED 2 x 8.
KEYWAY FORMED
BEARINGS
| BEAM
| BEAM
A
A
BOTH WINGS
PVC PIPE
DETAILS SEE DESIGN SHEET ??
FOR BARRIER RECESS AND PLATE
1'-
10
1'-
10
EQ. S
PS.; 5
e5
STANDARD SHEET 4546-BTCDE
6 TYP.
6
TY
P.
PART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 0°01' - 7°30' SKEW R.A.
1'-
01'-
0
2'-1 1'-9
2'-4•
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4546-
BT
CD
E -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-9
2'-0
PART SECTION
COIL ROD
ƒ"½x1'-3
(BENT ).
5e2 5e7
COIL ROD
ƒ"½x1'-3
5d3
5d4
| PIER
5e6
COIL ROD
ƒ"½x1'-3
(BENT ).
5e2
COIL ROD
ƒ"½x1'-3
5e3
5d3
5d4
| PIER
5e1
EXPAN. PIER FIXED PIER
5e4
9 9
6
6
OF DIAPHRAGM HOOP BARS BETWEEN BEAMS`)
(`SEE CROSS SECTION THRU SLAB FOR NUMBER
2'-6 2'-6
1'-
10
1'-
10
1'-
10
1'-
10
2'-
0
2'-
0
5e3
1'-31'-3 1'-31'-3
EQ. S
PS.
5e1
&
5e3
5e6
&
5e3
EQ. S
PS.
6d5
6d6
CO
RR
EC
TI
ON 10-10 -
CO
NC
RE
TE
SE
AL
ER
AR
TIC
LE 2403.2
1
D
CH
AN
GE
D
TO
AR
TIC
LE 2403.0
3,
P, 3.
6/26/2015 1:27:49 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4547-BTCDE 11x17_pdf.pltcfg
6
8
2
88
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART PLAN
‚
| PIER
1" MIN.
TYP.
TOP OF FIXED PIER DETAILS
SECTION A-A
JOINT FILLER.
EXPANSION
‚" PREFORMED
2'-
0
5e5
5b1 & b2
5b1
6a1
| ABUTMENT BEARING
5d4 5e3
5d3
5e6
5d2
| BEARINGS
| PIER
5d4 5e3
5d3
5e1
5d2
| PIER | BEARINGS
7'-0 END SECTION
PART LONGITUDINAL SECTION NEAR GUTTER
5b1
5b1
EXPAN. PIERFIXED PIER
TOP OF DECK
5j1
4" MIN. CL. - 6" MAX. CL.
TYP. FOR 5e1, 5e4, 5e5, 5e6 AND 5e7
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
PVC PIPE
1'-0
2'-0
1'-01'-0 1'-0
2'-0
SEE DETAIL "A"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
CONCRETE SEALER
LIMITS OF
2'-0
5'-0
PRESTRESSED BEAM
CONCRETE SEALER LIMITS FOR
BEARINGS
| BEAM
BEARINGS
| BEAM
8" END OF BEAM TO | BEAM BEARING
6d5
6d6
DETAILED ON THIS SHEET.
THAT ARE NOT EMBEDDED IN THE ABUTMENT DIAPHRAGMS AS
SHALL INCLUDE PORTIONS OF THE PRESTRESSED BEAM END
2403.03, P, 3, OF THE STANDARD SPECIFICATIONS. THE SEALING
AND PRESTRESSED BEAM ENDS IN ACCORDANCE WITH ARTICLE
CONCRETE SEALER SHALL BE APPLIED TO THE ABUTMENT SEAT
SEE DESIGN SHEET ____ FOR BARRIER RAIL LAYOUT AND DETAILS
(`FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ____`).
PART PLAN VIEW
PART SECTION
AT 50° F.
FACE OF BACKWALL
END OF SLAB
ƒ"½x1'-3 COIL ROD
5e5
| ABUTMENT BEARING (VERTICAL)
1'-
7R
OA
DW
AY
| BEAMS
| BEAM
END OF ABUTMENT DIAPHRAGM
| PIER
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
BY BEVELED 2 x 8.
KEYWAY FORMED
| BEAM
A
A
DETAILS SEE DESIGN SHEET ??
FOR BARRIER RECESS AND PLATE
BOTH WINGS
PVC PIPE
OF DIAPHRAGM HOOP BARS BETWEEN BEAMS`)
(`SEE CROSS SECTION THRU SLAB FOR NUMBER
EQ. S
PS.; 5
e5
2'-
1
2'-
1
STANDARD SHEET 4547-BTCDE
EXPAN. PIER FIXED PIER
| PIER
5e2 5e7
5d3
5e6
5e3
5d4
2'-
0
)
2'-
1
2'-
1
ƒ"½x1'-3
COIL ROD
(BENT
9
6
5e1 & 5e3
EQ. S
P.
2'-10
COIL ROD
ƒ"½x1'-3
| PIER
5e2 5e4
5d3
5e1
5e3
5d4
2'-
0
)
2'-
1
2'-
1
ƒ"½x1'-3
COIL ROD
(BENT
9
6
5e1 & 5e3
EQ. S
P.
2'-10
COIL ROD
ƒ"½x1'-3
6 TYP.
6
TY
P.
1'-51'-5
PART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 7°31' - 15° SKEW R.A.
2'-4•
1'-9
2'-1
1'-
01'-
0
PAD (9 x 1 x 2'-4•)
NEOPRENE BEARING
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4547-
BT
CD
E -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-9
1'-
7
2'-0
6d5 6d6
CO
RR
EC
TI
ON 10-10 -
CO
NC
RE
TE
SE
AL
ER
AR
TIC
LE 2403.2
1
D
CH
AN
GE
D
TO
AR
TIC
LE 2403.0
3,
P, 3.
6/26/2015 1:27:54 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4548-BTCDE 11x17_pdf.pltcfg
6
8
2
88
PART PLAN
‚
| PIER
1" MIN.
TYP.
TOP OF FIXED PIER DETAILS
SECTION A-A
JOINT FILLER.
EXPANSION
‚" PREFORMED
2'-
0
5e5
5b1 & b2
5b1
6a1
| ABUTMENT BEARING
5d4 5e3
5d3
5e6
5d2
| BEARINGS
| PIER
5d4 5e3
5d3
5e1
5d2
| PIER | BEARINGS
7'-0 END SECTION
PART LONGITUDINAL SECTION NEAR GUTTER
5b1
5b1
EXPAN. PIERFIXED PIER
TOP OF DECK
5j1
4" MIN. CL. - 6" MAX. CL.
TYP. FOR 5e1, 5e4, 5e5, 5e6 AND 5e7
ABUTMENTS.
TO BACKFILLING BEHIND
EXPANDING FOAM PRIOR
PLUG 3"½ PVC PIPE WITH
NOTE:
PVC PIPE
1'-0
2'-0
1'-01'-0 1'-0
2'-0
SEE DETAIL "A"
DETAIL "A"
5d4| PIER
STRANDS
PRESTRESSED
BEAMS
END OF
CONCRETE SEALER
LIMITS OF
2'-0
5'-0
PRESTRESSED BEAM
CONCRETE SEALER LIMITS FOR
BEARINGS
| BEAM
BEARINGS
| BEAM
8" END OF BEAM TO | BEAM BEARING
6d5
6d6
DETAILED ON THIS SHEET.
THAT ARE NOT EMBEDDED IN THE ABUTMENT DIAPHRAGMS AS
SHALL INCLUDE PORTIONS OF THE PRESTRESSED BEAM END
2403.03, P, 3, OF THE STANDARD SPECIFICATIONS. THE SEALING
AND PRESTRESSED BEAM ENDS IN ACCORDANCE WITH ARTICLE
CONCRETE SEALER SHALL BE APPLIED TO THE ABUTMENT SEAT
SEE DESIGN SHEET ____ FOR BARRIER RAIL LAYOUT AND DETAILS
(`FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE DESIGN SHEET ____`).
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
PART PLAN VIEW
PART SECTION
AT 50° F.
FACE OF BACKWALL
END OF SLAB
ƒ"½x1'-3 COIL ROD
5e5
(VERTICAL)
| ABUTMENT BEARING
1'-
7R
OA
DW
AY
| BEAMS
| BEAM
END OF ABUTMENT DIAPHRAGM
| PIER
STEPS, SIDES AND ENDS OF KEYWAYS.
JOINT FILLER AROUND BEARINGS, FACE OF
1" THICK STRIPS OF PREFORMED EXPANSION
BEARINGS
| BEAM
| BEAM
A
A
DETAILS SEE DESIGN SHEET ??
FOR BARRIER RECESS AND PLATE
BOTH WINGS
PVC PIPE
OF DIAPHRAGM HOOP BARS BETWEEN BEAMS`)
(`SEE CROSS SECTION THRU SLAB FOR NUMBER
2'-
9
2'-
9
EQ. S
PS.; 5
e5
STANDARD SHEET 4548-BTCDE
EXPAN. PIER
COIL ROD
ƒ"½x1'-3
(BENT ).
| PIER
5e2 5e7
COIL ROD
ƒ"½x1'-3
5e3
5e6
5d3
5d4
3'-2
9
6
2'-
9
2'-
9
2'-
0
EQ. S
PS.
5e6
& 5e3
COIL ROD
ƒ"½x1'-3
(BENT ).
| PIER
5e2 5e4
COIL ROD
ƒ"½x1'-3
5e3
5e1
5d3
5d4
3'-2
9
6
2'-
9
2'-
9
2'-
0
EQ. S
PS.
5e6
& 5e3
FIXED PIER
6 TYP.
6
TY
P.
1'-51'-5
PART PLAN & LONGIT. SECTION - "BTC", "BTD" OR "BTE" BEAMS, STUB ABUT., 15°01' - 30° SKEW R.A.
1'-9
2'-1
1'-
01'-
0
PAD (9 x 1 x 2'-4•)
NEOPRENE BEARING
BY BEVELED 2 x 8
KEYWAY FORMED2'-4•
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4548-
BT
CD
E -
THIS
SH
EE
T IS
SU
ED 07-08.
1'-9
1'-
7
2'-0
6d5
6d6
CO
RR
EC
TI
ON 10-10 -
CO
NC
RE
TE
SE
AL
ER
AR
TIC
LE 2403.2
1
D
CH
AN
GE
D
TO
AR
TIC
LE 2403.0
3,
P, 3.
6/26/2015 1:27:56 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4549-BTCDE 11x17_pdf.pltcfg
4'-7
STUB ABUT. BTC, BTD & BTE BEAMS - BAR LIST & SUPER. DETAILS - 0° SKEW
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4549-
BT
CD
E -
THIS
SH
EE
T IS
SU
ED 07-08.
STANDARD SHEET 4549-BTCDE
2'-9
3'-0
7'-5
1'-11
1'-8
1'-11
1'-8
1'-8
1'-11 1'-11
1'-8
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
5e6
5d1
5d2
5d3
5d4
PIER DIAPH. ENDS
PIER DIAPH. LONGIT.
PIER DIAPH. LONGIT.
PIER DIAPH. LONGIT.
5e1
5e2
5e3
5e4
5e7
PIER DIAPH. TIES ENDS
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES
PIER DIAPH. HOOPS
6 6 6 6
5e1
5e4
6 6
5e3
LOCATION
TOTAL (CU. YDS.)
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
5e5
b2
5b1
ABUT. DIAPH.
ABUT. DIAPH. LONGIT.
ABUT. DIAPH. HOOPS
DECK LONGIT. TOP & BOTT.
D=2• D=2• D=2•
D=2•D=2•
6•
5e5
5e2 5d1
5e6
5e7
EXPAN. PIER DIAPH. HOOPS
EXPAN. PIER DIAPH. HOOPS ENDS
DECK LONGIT. TOP AT PIERS
2'-
3
QUANTITYDECK TRANSV. TOP (AT RAIL) 6'-3
TOP OF DECK
CONSTRUCTION JOINT
1•
2•" C
L.
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
LONGITUDINAL REINFORCING
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
1" C
L.
NAILED TO HEADER
BEVELED 1•`x`3
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
CONCRETE PLACEMENT DIAGRAM
PERMISSIBLE TRANSVERSE DECK
6j1
1'-
4
6d5
6d6
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST - BRIDGE DECK
DECK, ABUT. &`DIAPH. QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.
6/26/2015 1:27:57 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4550-BTCDE 11x17_pdf.pltcfg
STUB ABUT. BTC, BTD & BTE BEAMS - BAR LIST & SUPER. DETAILS - 0°01' - 7°30' SKEW
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4550-
BT
CD
E -
THIS
SH
EE
T IS
SU
ED 07-08.
STANDARD SHEET 4550-BTCDE
4'-10
7'-2
2'-9
3'-3
2'-2
1'-8
2'-2 2'-2
1'-8
2'-2
1'-8
1'-8
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
5e6
5d1
5d2
5d3
5d4
PIER DIAPH. ENDS
PIER DIAPH. LONGIT.
PIER DIAPH. LONGIT.
PIER DIAPH. LONGIT.
5e1
5e2
5e3
5e4
5e7
PIER DIAPH. TIES ENDS
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES
PIER DIAPH. HOOPS
6 6 6 6
5e1
5e4
6 6
5e3
LOCATION
TOTAL (CU. YDS.)
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
5e5
b2
5b1
ABUT. DIAPH.
ABUT. DIAPH. LONGIT.
ABUT. DIAPH. HOOPS
DECK LONGIT. TOP & BOTT.
D=2• D=2• D=2•
D=2•D=2•
6•
5e5
5e2 5d1
5e6
5e7
EXPAN. PIER DIAPH. HOOPS
EXPAN. PIER DIAPH. HOOPS ENDS
DECK LONGIT. TOP AT PIERS
2'-
3
QUANTITYDECK TRANSV. TOP (AT RAIL) 6'-3
TOP OF DECK
CONSTRUCTION JOINT
1•
2•" C
L.
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
LONGITUDINAL REINFORCING
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
1" C
L.
NAILED TO HEADER
BEVELED 1•`x`3
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
CONCRETE PLACEMENT DIAGRAM
PERMISSIBLE TRANSVERSE DECK
6j1
1'-
4
6d5
6d6
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST - BRIDGE DECK
DECK, ABUT. &`DIAPH. QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.
6/26/2015 1:27:58 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4551-BTCDE 11x17_pdf.pltcfg
D=2•
5d4
6a2 SLAB TRANSV. TOP ENDS
6a3 SLAB TRANSV. BOTT. ENDS
STUB ABUT. BTC, BTD & BTE BEAMS - BAR LIST & SUPER. DETAILS - 7°31' - 15° SKEW
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4551-
BT
CD
E -
THIS
SH
EE
T IS
SU
ED 07-08.
STANDARD SHEET 4551-BTCDE
3'-7
7'-2
2'-6 2'-6
2'-62'-6 2'-6
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
5e6
5d1
5d2
5d3
5d4
PIER DIAPH. ENDS
PIER DIAPH. LONGIT.
PIER DIAPH. LONGIT.
PIER DIAPH. LONGIT.
5e1
5e2
5e3
5e4
5e7
PIER DIAPH. TIES ENDS
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES
PIER DIAPH. HOOPS
6 6 6 6
5e1
5e4
6 6
5e3
LOCATION
TOTAL (CU. YDS.)
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
5e5
b2
5b1
ABUT. DIAPH.
ABUT. DIAPH. LONGIT.
ABUT. DIAPH. HOOPS
DECK LONGIT. TOP & BOTT.
D=2• D=2• D=2•
D=2•D=2•
6•
5e5
5e2 5d1
5e6
5e7
EXPAN. PIER DIAPH. HOOPS
EXPAN. PIER DIAPH. HOOPS ENDS
DECK LONGIT. TOP AT PIERS
2'-
3
QUANTITYDECK TRANSV. TOP (AT RAIL) 6'-3
TOP OF DECK
CONSTRUCTION JOINT
1•
2•" C
L.
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
LONGITUDINAL REINFORCING
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
1" C
L.
NAILED TO HEADER
BEVELED 1•`x`3
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
CONCRETE PLACEMENT DIAGRAM
PERMISSIBLE TRANSVERSE DECK
6j1
1'-
4
6d5
6d6
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST - BRIDGE DECK
DECK, ABUT. &`DIAPH. QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.
6/26/2015 1:27:59 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4552-BTCDE 11x17_pdf.pltcfg
D=2•
5d4
6a2 SLAB TRANSV. TOP ENDS
6a3 SLAB TRANSV. BOTT. ENDS
STUB ABUT. BTC, BTD & BTE BEAMS - BAR LIST & SUPER. DETAILS - 15°01' - 30° SKEW
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4552-
BT
CD
E -
THIS
SH
EE
T IS
SU
ED 07-08.
STANDARD SHEET 4552-BTCDE
3'-11
7'-2
2'-10 2'-10
2'-102'-6 2'-6
RE
VIS
ED 07-2015 -
CH
AN
GE
D
CO
NC
RE
TE
PL
AC
EM
EN
T
NO
TE
TO
AC
CO
UN
T
FO
R
TH
E
PO
SSIB
LE
AD
DITI
ON
OF
A
RE
TA
RDI
NG
AD
MI
XT
UR
E
TO
TH
E
CO
NC
RE
TE.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
SHAPE NO. LENGTH WEIGHTBAR LOCATION
DECK TRANSV. TOP & BOTT.6a1
REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER.
BENT BAR DETAILS
5e6
5d1
5d2
5d3
5d4
PIER DIAPH. ENDS
PIER DIAPH. LONGIT.
PIER DIAPH. LONGIT.
PIER DIAPH. LONGIT.
5e1
5e2
5e3
5e4
5e7
PIER DIAPH. TIES ENDS
PIER DIAPH. HOOPS ENDS
PIER DIAPH. TIES
PIER DIAPH. HOOPS
6 6 6 6
5e1
5e4
6 6
5e3
LOCATION
TOTAL (CU. YDS.)
SECTION 1, DECK & ABUT. DIAPH.
SECTION 2, DECK
5e5
b2
5b1
ABUT. DIAPH.
ABUT. DIAPH. LONGIT.
ABUT. DIAPH. HOOPS
DECK LONGIT. TOP & BOTT.
D=2• D=2• D=2•
D=2•D=2•
6•
5e5
5e2 5d1
5e6
5e7
EXPAN. PIER DIAPH. HOOPS
EXPAN. PIER DIAPH. HOOPS ENDS
DECK LONGIT. TOP AT PIERS
2'-
3
QUANTITYDECK TRANSV. TOP (AT RAIL) 6'-3
TOP OF DECK
CONSTRUCTION JOINT
1•
2•" C
L.
SECTION 3, DECK & ABUT. DIAPH.
SECTION 4, DECK & PIER DIAPH.
SECTION 5, DECK & PIER DIAPH.
LONGITUDINAL REINFORCING
OF CROWN AND DRILLED FOR
HEADER CUT TO FIT SHAPE
1" C
L.
NAILED TO HEADER
BEVELED 1•`x`3
EP
OX
Y
CO
AT
ED
REI
NF
OR
CI
NG
CONCRETE PLACEMENT DIAGRAM
PERMISSIBLE TRANSVERSE DECK
6j1
1'-
4
6d5
6d6
CONCRETE PLACEMENT QUANTITIES
REINFORCING BAR LIST - BRIDGE DECK
DECK, ABUT. &`DIAPH. QUANTITIES
ON THE SUMMARY QUANTITIES SHEET.
CONCRETE AND REINFORCING STEEL QUANTITIES ARE INCLUDED
NOTE:
PLASTICITY OF THE CONCRETE DECK DURING PLACEMENT.
ENGINEER SHALL DETERMINE IF A RETARDING ADMIXTURE IS REQUIRED TO MAINTAIN
ACCOMPLISH THE REQUIRED RESULTS. FOR APPROVED ALTERNATE PROCEDURES THE
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO
APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
ALTERNATE PROCEDURES FOR PLACING DECK CONCRETE MAY BE SUBMITTED FOR
NOTE: CONCRETE DECK SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED.
6/26/2015 1:28:00 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4556-BTC-4 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
30'-0
55'-0
80'-0
7
7
8
8
8
8
8
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTC
SPAN
ADJACENT
LONGEST
**`4
**`4
**`7
**`4
**`4
**`6
**`4
**`4
**`7
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTC
106
5'-5ƒ
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
15 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
| ROADWAY
SYMMETRICAL ABOUT
30'-0 ROADWAY
1'-7
LEVEL
15'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
3‚
3‚
2Ž •
…
12'-0 TANGENT ON 2.0 % SLOPE
6
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e1
TYPICAL SPACING
2•" C
L.
5b1
8ƒ
b2
b2
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL2'-0
5b1
5b1
5 8 8
1'-0
b2
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-11 |'s
6a @ 0'-11 |'S
11 1'-0Œ 5 SP. @ 0'-11• 11
1'-5Ž 6 SP. @ 0'-11•
5e5
2'-
0
MASKWALL 10
ƒ"COIL ROD
ƒ"½`x`1'-3
FILL WITH MORTAR
FILLER.
EXPANSION JOINT
•" PREFORMED
VA
R.
5d1
5e3
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
3'-6ƒ
6 SP. @ 0'-11•
5 SP. @ 0'-11•
5•
5•5• 5•5•
5• 4
4
1'-0… 1'-0Š
1'-0† 1'-0Œ
TOP OF
SLAB
OF SLAB
BOTTOM
5e2
5d3 & 5d4
5d3 & 5d4
5e2
STANDARD SHEET 4556-BTC-4 30' RDWY. PPCB ( BTC 4 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 30' - 120'`)
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 22.63 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4556-
BT
C-4 -
THIS
SH
EE
T IS
SU
ED 07-08.
3 BEAM SPACES @ 8'-8•(-) = 26'-2
1'-0†
1'-5‡
6d5 & 6d6
5b1 BARS
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
6/26/2015 1:28:02 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4556-BTD-4 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
30'-0
55'-0
80'-0
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTD
SPAN
ADJACENT
LONGEST
7
7
8
8
8
8
9
9
**`4
**`8
**`8
**`5
**`6
**`7
**`6
**`4
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTD
120
6'-2ƒ
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
15 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
| ROADWAY
SYMMETRICAL ABOUT
30'-0 ROADWAY
1'-7
LEVEL
15'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
3‚
3‚
2Ž •
…
12'-0 TANGENT ON 2.0 % SLOPE
6
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e1
TYPICAL SPACING
2•" C
L.
5b1
8ƒ
b2
b2
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL2'-0
5b1
5b1
5 8 8
1'-0
b2
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-11 |'s
6a @ 0'-11 |'S
11 1'-0Œ 5 SP. @ 0'-11• 11
1'-5Ž 6 SP. @ 0'-11•
5e5
2'-
0
MASKWALL 10
ƒ"COIL ROD
ƒ"½`x`1'-3
FILL WITH MORTAR
FILLER.
EXPANSION JOINT
•" PREFORMED
VA
R.
5d1
5e3
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
3'-6ƒ
5e2
5d3 & 5d4
5•5•1'-0†
1'-0…5• 5•
5•5•
4
41'-0Œ
1'-0Š7 SP. @ 0'-11•
6 SP. @ 0'-11•
TOP OF
SLAB
BOTTOM
OF SLAB
5e2
5d3 & 5d4
STANDARD SHEET 4556-BTD-4 30' RDWY. PPCB ( BTD 4 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 50' - 135'`)
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 22.63 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4556-
BT
D-4 -
THIS
SH
EE
T IS
SU
ED 07-08.
3 BEAM SPACES @ 8'-8•(-) = 26'-2
1'-0†
1'-5‡
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:03 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4556-BTE-4 11x17_pdf.pltcfg
30'-0
55'-0
80'-0
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTE
SPAN
ADJACENT
LONGEST
7
7
7
8
8
8
9
9
**`4
**`8
**`6
**`7
**`7
**`6
**`5
9
9
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTE
136
6'-11ƒ
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
15 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
| ROADWAY
SYMMETRICAL ABOUT
30'-0 ROADWAY
1'-7
LEVEL
15'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
3‚
3‚
2Ž •
…
12'-0 TANGENT ON 2.0 % SLOPE
6
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e1
TYPICAL SPACING
2•" C
L.
5b1
8ƒ
b2
b2
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL2'-0
5b1
5b1
5 8 8
1'-0
b2
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-11 |'s
6a @ 0'-11 |'S
11 1'-0Œ 5 SP. @ 0'-11• 11
1'-5Ž 6 SP. @ 0'-11•
5e5
2'-
0
MASKWALL 10
ƒ"
COIL ROD
ƒ"½`x`1'-3
FILL WITH MORTAR
FILLER.
EXPANSION JOINT
•" PREFORMED
VA
R.
5d1
5e3
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
3'-6ƒ
6 SP. @ 0'-11•
5 SP. @ 0'-11•
5•
5•5•
5•
5•5•
4
4
1'-0… 1'-0Š
1'-0† 1'-0Œ
TOP OF
SLAB
BOTTOM
OF SLAB
5e2
5e2
5d3 & 5d4
STANDARD SHEET 4556-BTE-4 30' RDWY. PPCB ( BTE 4 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 60' - 150'`)
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 22.63 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4556-
BT
E-4 -
THIS
SH
EE
T IS
SU
ED 07-08.
3 BEAM SPACES @ 8'-8•(-) = 26'-2
1'-0†
1'-5‡
6d5 & 6d6
5b1 BARS
5d3 & 5d4
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:05 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4556-BTE-5 11x17_pdf.pltcfg
30'-0
55'-0
80'-0
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTE
SPAN
ADJACENT
LONGEST
7
7
7
8
8
8
9
9
**`4
**`8
**`6
**`7
**`7
**`6
**`5
9
9
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTE
136
6'-11ƒ
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
9 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
| ROADWAY
SYMMETRICAL ABOUT
30'-0 ROADWAY
1'-7
LEVEL
15'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
3‚
3‚
2Ž
1‚
…
12'-0 TANGENT ON 2.0 % SLOPE
6
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
COIL ROD
ƒ"½`x`1'-3
ƒ"
SPACED @ 2'-0
INDENTATION
5e1
TYPICAL SPACING
2•" C
L.
8ƒ
b2
b2
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL2'-0
4 BEAM SPACES @ 6'-6• = 26'-2
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 1'-2• |'s
6a @ 1'-2• |'S 5b1
5b1
5b1
b2
5 8 8
1'-0
1'-0 1'-0‚ 2 SP. @ 1'-31'-0‚ 1'-0
1'-4ƒ 3 SP. @ 1'-3 1'-4ƒ
MASKWALL
VA
R.
•" PREFORMED
EXPANSION JOINT
FILLER.
FILL WITH MORTAR
10
5e5
COIL ROD
ƒ"½ x 1'-3
2'-
0
5e3
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
( EXPANSION PIER SHOWN )
BEARING PAD
LAMINATED
2'-0
BEAMS
FILLETS BETWEEN
BETWEEN TOP OF
STRAIGHT LINE
3'-6ƒ
3 SP. @ 1'-3
2 SP. @ 1'-3
6
6 6
6
6 6
4
4
10ƒ 10ƒ
1'-0‚ 1'-0‚
TOP OF
SLAB
BOTTOM
OF SLAB
5d3 & 5d4
5e2
5d3 & 5d4
5e2
STANDARD SHEET 4556-BTE-5
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 22.50 SQ. FT.
5e6
5d1
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4556-
BT
E-5 -
THIS
SH
EE
T IS
SU
ED 07-08.
30' RDWY. PPCB ( BTE 5 BEAMS - STUB ABUT. ) CROSS SECTION (`SPAN 155'`)
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:07 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4559-BTC-5 11x17_pdf.pltcfg
30'-0
55'-0
80'-0
7
7
8
8
8
8
8
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTC
SPAN
ADJACENT
LONGEST
**`4
**`4
**`7
**`4
**`4
**`6
**`4
**`4
**`7
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTC
106
5'-5ƒ
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
1" C
L.
40'-0 ROADWAY
1'-7
LEVEL
22'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4•
4•
4• 2
Š …
19'-0 TANGENT ON 2.0 % SLOPE
6
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e1
2•" C
L.
( FIXED PIER SHOWN )
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
3'-0 PARABOLIC
CROWN
18'-0
15'-0 TANGENT ON 2.0 % SLOPE
1'-7
LEVEL
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
AND RAIL
OF RAIL
FOR DETAILS
2 1'-5 1'-11
…
4
4
3•
ROADWAY
| APPROACH
| BRIDGE
2'-0 7'-0•
2'-0
b2
5 8 8
1'-0 17 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
TYPICAL SPACING
5b1
TYPICAL SPACING
5b1
5b1
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-10• |'s
6a @ 0'-10• |'S
b2
b2
10 11‚ 6 SP. @ 0'-11 11‚ 10
1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ
8ƒ
COIL ROD
ƒ" ½ x 1'-3 5e5
2'-
0
•" PREFORMED
EXPANSION JOINT
FILLER.
FILL WITH MORTAR
MASKWALL
VA
R.
10
ƒ"
3'-6ƒ
7 SP. @ 0'-11
6 SP. @ 0'-11
TOP OF
SLAB
BOTTOM
OF SLAB
5
5 5 11‚
10ƒ 10ƒ 5
55
4
411‚
5d3 & 5d4
5e2
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
5d3 & 5d4
5d1
5e3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
5e2
STANDARD SHEET 4559-BTC-5
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 29.27 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4559-
BT
C-5 -
THIS
SH
EE
T IS
SU
ED 07-08.
40' RDWY. PPCB ( BTC 5 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 30' - 115'`)
‰
1…
4 BEAM SPACES @ 9'-0• = 36'-2
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:08 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4559-BTC-6 11x17_pdf.pltcfg
30'-0
55'-0
80'-0
7
7
8
8
8
8
8
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTC
SPAN
ADJACENT
LONGEST
**`4
**`4
**`7
**`4
**`4
**`6
**`4
**`4
**`7
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTC
106
5'-5ƒ
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
11 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
40'-0 ROADWAY
1'-7
LEVEL
22'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4•
4•
4• 2ƒ 1"
19'-0 TANGENT ON 2.0 % SLOPE
6
COIL ROD
ƒ"½`x`1'-3
ƒ"
SPACED @ 2'-0
INDENTATION
5e1
TYPICAL SPACING
2•" C
L.
5b1
8ƒ
b2
b2
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
3'-0 PARABOLIC
CROWN
18'-0
15'-0 TANGENT ON 2.0 % SLOPE
1'-7
LEVEL
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
AND RAIL
OF RAIL
FOR DETAILS
2 1'-5 1'-11
…
4 4
3•1ƒ
ROADWAY
| APPROACH
| BRIDGE
2'-0
…
2'-0
„
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 1'-1 |'s
6a @ 1'-1 |'S
5b1
5b1
b2
1'-7…
5 8 8
1'-0
11 1'-0‡ 3 SP. @ 1'-1 11
1'-5… 4 SP. @ 1'-1
COIL ROD
ƒ" ½ x 1'-3
5e5
2'-
0
FILL WITH MORTAR
MASKWALL 10
VA
R.
5e3
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
3'-6ƒ
4
4
5•
5•5•1'-0‡5•5•
5• 11•
1'-0•
4 SP. @ 1'-1
3 SP. @ 1'-1
TOP OF
SLAB
BOTTOM
OF SLAB
5e2
5d3 & 5d4
5d3 & 5d4
STANDARD SHEET 4559-BTC-6
11‡
5d1
5e2
5e6
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 29.24 SQ. FT.
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4559-
BT
C-6 -
THIS
SH
EE
T IS
SU
ED 07-08.
40' RDWY. PPCB ( BTC 6 BEAMS - STUB ABUT. ) CROSS SECTION (`SPAN 120'`)
5 BEAM SPACES @ 7'-2Ž(-) = 36'-2
1'-0•
1'-5‹
FILLER.
EXPANSION JOINT
•" PREFORMED
6d5 & 6d6
‰
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:10 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4559-BTD-5 11x17_pdf.pltcfg
30'-0
55'-0
80'-0
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTD
SPAN
ADJACENT
LONGEST
7
7
8
8
8
8
9
9
**`4
**`8
**`8
**`5
**`6
**`7
**`6
**`4
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTD
120
6'-2ƒ
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
1" C
L.
40'-0 ROADWAY
1'-7
LEVEL
22'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4•
4•
4• 2
Š …
19'-0 TANGENT ON 2.0 % SLOPE
6
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e1
2•" C
L.
( FIXED PIER SHOWN )
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
3'-0 PARABOLIC
CROWN
18'-0
15'-0 TANGENT ON 2.0 % SLOPE
1'-7
LEVEL
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
AND RAIL
OF RAIL
FOR DETAILS
2 1'-5 1'-11
…
4
4
3•1
…
ROADWAY
| APPROACH
| BRIDGE
2'-0 7'-0•
2'-0
b2
5 8 8
1'-0 17 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
TYPICAL SPACING
5b1
TYPICAL SPACING
5b1
5b1
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-10• |'s
6a @ 0'-10• |'S
b2
b2
10 11‚ 6 SP. @ 0'-11 11‚ 10
1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ
8ƒ
COIL ROD
ƒ" ½ x 1'-3
5e5
2'-
0
•" PREFORMED
EXPANSION JOINT
FILLER.
FILL WITH MORTAR
MASKWALL
VA
R.
10
ƒ"
3'-6ƒ
5
5 5
5
5 5
4
4
10ƒ 10ƒ
11‚ 11‚
7 SP. @ 0'-11
6 SP. @ 0'-11
TOP OF
SLAB
BOTTOM
OF SLAB
5e2
5d3 & 5d4
HALF SECTION NEAR PIER( FIXED PIER SHOWN )
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
5d3 & 5d4
5d1
5e3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
5e2
STANDARD SHEET 4559-BTD-5
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 29.27 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4559-
BT
D-5 -
THIS
SH
EE
T IS
SU
ED 07-08.
40' RDWY. PPCB ( BTD 5 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 50' - 135'`)
‰
4 BEAM SPACES @ 9'-0• = 36'-2
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:11 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4559-BTE-5 11x17_pdf.pltcfg
30'-0
55'-0
80'-0
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTE
SPAN
ADJACENT
LONGEST
7
7
7
8
8
8
9
9
**`4
**`8
**`6
**`7
**`7
**`6
**`5
9
9
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTE
136
6'-11ƒ
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
1" C
L.
40'-0 ROADWAY
1'-7
LEVEL
22'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4•
4•
4• 2
Š …
19'-0 TANGENT ON 2.0 % SLOPE
6
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e1
2•" C
L.
( FIXED PIER SHOWN )
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
3'-0 PARABOLIC
CROWN
18'-0
15'-0 TANGENT ON 2.0 % SLOPE
1'-7
LEVEL
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
AND RAIL
OF RAIL
FOR DETAILS
2 1'-5 1'-11
…
4
4
3•1
…
ROADWAY
| APPROACH
| BRIDGE
2'-0 7'-0•
2'-0
b2
5 8 8
1'-0 17 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
TYPICAL SPACING
5b1
TYPICAL SPACING
5b1
5b1
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-10• |'s
6a @ 0'-10• |'S
b2
b2
10 11‚ 6 SP. @ 0'-11 11‚ 10
1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ
8ƒ
COIL ROD
ƒ" ½ x 1'-3
5e5
2'-
0
•" PREFORMED
EXPANSION JOINT
FILLER.
FILL WITH MORTAR
MASKWALL
VA
R.
10
ƒ"
3'-6ƒ
4
4
5
55
10ƒ
11‚
5
5 5 11‚
10ƒ 7 SP. @ 0'-11
6 SP. @ 0'-11
TOP OF
SLAB
BOTTOM
OF SLAB
5e2
5d3 & 5d4
4 BEAM SPACES @ 9'-0• = 36'-2
HALF SECTION NEAR PIER( FIXED PIER SHOWN )
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
5d3 & 5d4
5d1
5e3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
5e2
STANDARD SHEET 4559-BTE-5
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 29.27 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4559-
BT
E-5 -
THIS
SH
EE
T IS
SU
ED 07-08.
40' RDWY. PPCB ( BTE 5 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 60' - 150'`)
‰
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:13 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4559-BTE-6 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
30'-0
55'-0
80'-0
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTE
SPAN
ADJACENT
LONGEST
7
7
7
8
8
8
9
9
**`4
**`8
**`6
**`7
**`7
**`6
**`5
9
9
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTE
136
6'-11ƒ
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
11 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
40'-0 ROADWAY
1'-7
LEVEL
22'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4•
4•
4• 2ƒ 1"
19'-0 TANGENT ON 2.0 % SLOPE
6
COIL ROD
ƒ"½`x`1'-3
ƒ"
SPACED @ 2'-0
INDENTATION
5e1
TYPICAL SPACING
2•" C
L.
5b1
8ƒ
b2
b2
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
3'-0 PARABOLIC
CROWN
18'-0
15'-0 TANGENT ON 2.0 % SLOPE
1'-7
LEVEL
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
AND RAIL
OF RAIL
FOR DETAILS
2 1'-5 1'-11
…
4 4
3•1ƒ
ROADWAY
| APPROACH
| BRIDGE
2'-0
…
2'-0
„
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 1'-1 |'s
6a @ 1'-1 |'S
5b1
5b1
b2
1'-7…
5 8 8
1'-0
11 1'-0‡ 3 SP. @ 1'-1 11
1'-5… 4 SP. @ 1'-1
COIL ROD
ƒ" ½ x 1'-3
5e5
2'-
0
•" PREFORMED
EXPANSION JOINT
FILLER.
FILL WITH MORTAR
MASKWALL 10
VA
R.
3'-6ƒ
4 SP. @ 1'-1
3 SP. @ 1'-1
4
4
5•
5•5•
11‡11•
1'-0‡1'-0•
5•
5•5•
TOP OF
SLAB
BOTTOM
LOF SLAB
5e2
5d3 & 5d4
5d1
5e3
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
5e2
5d3 & 5d4
STANDARD SHEET 4559-BTE-6
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 29.24 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4559-
BT
E-6 -
THIS
SH
EE
T IS
SU
ED 07-08.
40' RDWY. PPCB ( BTE 6 BEAMS - STUB ABUT. ) CROSS SECTION (`SPAN 155'`)
5 BEAM SPACES @ 7'-2Ž(-) = 36'-2
1'-0•
1'-5‹
6d5 & 6d6
‰
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:15 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4560-BTC-6 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
30'-0
55'-0
80'-0
7
7
8
8
8
8
8
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTC
SPAN
ADJACENT
LONGEST
**`4
**`4
**`7
**`4
**`4
**`6
**`4
**`4
**`7
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTC
106
5'-5ƒ
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
15 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
| ROADWAY
SYMMETRICAL ABOUT
44'-0 ROADWAY
1'-7
LEVEL
22'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4•
4•
4•
† …
19'-0 TANGENT ON 2.0 % SLOPE
6
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e15d4
5d3 &
TYPICAL SPACING
2•" C
L.
5b1
b2
b2
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
5 BEAM SPACES @ 8'-0…(+) = 40'-2
2Œ
2'-0
1'-0‰ 1'-0‰6 SP. @ 1'-0
5b1
5b1
b2 6a @ 0'-11• |'S
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-11• |'s5 8 8
1'-0
8 10‰ 5 SP. @ 1'-0 10‰ 8
8ƒ
2'-
0
5e5
COIL ROD
ƒ" ½ x 1'-3MASKWALL
FILL WITH MORTAR
VA
R.
FILLER.
EXPANSION JOINT
•" PREFORMED
10
ƒ"
3'-6ƒ
444
444
4 4
8‰ 8‰
10‰ 10‰
6 SP. @ 1'-0
5 SP. @ 1'-0
5e2
5e3
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
5d1
5d2
5e2
5d3 & 5d4
TOP OF
SLAB
BOTTOM
OF SLAB
STANDARD SHEET 4560-BTC-6
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 31.93 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4560-
BT
C-6 -
THIS
SH
EE
T IS
SU
ED 07-08.
44' RDWY. PPCB ( BTC 6 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 30' - 120'`)
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:16 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4560-BTD-6 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
30'-0
55'-0
80'-0
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTD
SPAN
ADJACENT
LONGEST
7
7
8
8
8
8
9
9
**`4
**`8
**`8
**`5
**`6
**`7
**`6
**`4
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTD
120
6'-2ƒ
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
15 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
| ROADWAY
SYMMETRICAL ABOUT
44'-0 ROADWAY
1'-7
LEVEL
22'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4•
4•
4•
† …
19'-0 TANGENT ON 2.0 % SLOPE
6
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e1
5d4
5d3 &
TYPICAL SPACING
2•" C
L.
5b1
b2
b2
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
5 BEAM SPACES @ 8'-0…(+) = 40'-2
2Œ
2'-0
1'-0‰ 1'-0‰6 SP. @ 1'-0
5b1
5b1
b2 6a @ 0'-11• |'S
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-11• |'s5 8 8
1'-0
8 10‰ 5 SP. @ 1'-0 10‰ 8
8ƒ
2'-
0
5e5
COIL ROD
ƒ" ½ x 1'-3MASKWALL
FILL WITH MORTAR
VA
R.
FILLER.
EXPANSION JOINT
•" PREFORMED
10
ƒ"
3'-6ƒ
( FIXED PIER SHOWN )
5e3
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
5d1
5d2
5e2
5d3 & 5d4
444
4 48‰
10‰10‰4 4
4 8‰ 6 SP. @ 1'-0
5 SP. @ 1'-0
5e2
TOP OF
SLAB
OF SLAB
BOTTOM
STANDARD SHEET 4560-BTD-6
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 31.93 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4560-
BT
D-6 -
THIS
SH
EE
T IS
SU
ED 07-08.
44' RDWY. PPCB ( BTD 6 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 50' - 135'`)
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:18 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4560-BTE-6 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
30'-0
55'-0
80'-0
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTE
SPAN
ADJACENT
LONGEST
7
7
7
8
8
8
9
9
**`4
**`8
**`6
**`7
**`7
**`6
**`5
9
9
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTE
136
6'-11ƒ
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
15 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
| ROADWAY
SYMMETRICAL ABOUT
44'-0 ROADWAY
1'-7
LEVEL
22'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4•
4•
4•
† …
19'-0 TANGENT ON 2.0 % SLOPE
6
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e1
5d4
5d3 &
TYPICAL SPACING
2•" C
L.
5b1
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
5 BEAM SPACES @ 8'-0…(+) = 40'-2
2Œ
2'-0
1'-0‰ 1'-0‰6 SP. @ 1'-0
5b1
5b1
6a @ 0'-11• |'S
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-11• |'s5 8 8
1'-0
8 10‰ 5 SP. @ 1'-0 10‰ 8
8ƒ
2'-
0
5e5
COIL ROD
ƒ" ½ x 1'-3
MASKWALL
FILL WITH MORTAR
VA
R.
FILLER.
EXPANSION JOINT
•" PREFORMED
10
ƒ"
3'-6ƒ
( FIXED PIER SHOWN )
5e3
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
5d1
5d2
5e2
5d3 & 5d4
b2
b2 444
444
4 4
8‰ 8‰
10‰ 10‰
6 SP. @ 1'-0
5 SP. @ 1'-0
TOP OF
SLAB
BOTTOM
OF SLAB
b2
5e2
STANDARD SHEET 4560-BTE-6
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 31.93 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4560-
BT
E-6 -
THIS
SH
EE
T IS
SU
ED 07-08.
44' RDWY. PPCB ( BTE 6 BEAMS - STUB ABUT. ) CROSS SECTION (`SPANS 60' - 155'`)
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:19 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4561-BTC-5 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
30'-0
55'-0
80'-0
7
7
8
8
8
8
8
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTC
SPAN
ADJACENT
LONGEST
**`4
**`4
**`7
**`4
**`4
**`6
**`4
**`4
**`7
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTC
106
5'-5ƒ
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
17 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
| ROADWAY
SYMMETRICAL ABOUT
40'-0 ROADWAY
1'-7
LEVEL
20'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4‹
4‹ 1Ž …
17'-0 TANGENT ON 2.0 % SLOPE
6
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e1
TYPICAL SPACING
2•" C
L.
5b1
8ƒ
b2
b2
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
4
2'-0
5b1
5b1
b2
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-10• |'s
6a @ 0'-10• |'S
5 8 8
1'-0
10 11‚ 6 SP. @ 0'-11 11‚ 10
1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ
COIL ROD
ƒ" ½ x 1'-3
5e5
2'-
0
FILL WITH MORTAR
VA
R.
FILLER.
EXPANSION JOINT
•" PREFORMED
MASKWALL 10
ƒ"
3'-6ƒ
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
5d1
5e3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
5e2
5d3 & 5d4
4
4
5
55
10ƒ
11‚
10ƒ
11‚
5
5 5
7 SP. @ 0'-11
6 SP. @ 0'-11
5e2
5d3 & 5d4
TOP OF
SLAB
OF SLAB
BOTTOM
STANDARD SHEET 4561-BTC-5
5d2
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 29.17 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4561-
BT
C-5 -
THIS
SH
EE
T IS
SU
ED 07-08.
40' RDWY. PPCB ( BTC 5 BEAMS - STUB ABUT. ) CROSS SECTION (SYMM. CROWN ) (`SPANS30' - 115'`)
4 BEAM SPACES @ 9'-0• = 36'-2
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:21 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4561-BTC-6 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
30'-0
55'-0
80'-0
7
7
8
8
8
8
8
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTC
SPAN
ADJACENT
LONGEST
**`4
**`4
**`7
**`4
**`4
**`6
**`4
**`4
**`7
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTC
106
5'-5ƒ
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
1" C
L.
40'-0 ROADWAY
1'-7
LEVEL
20'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4‹
4‹ 4
2‚ •
17'-0 TANGENT ON 2.0 % SLOPE
6
COIL ROD
ƒ"½`x`1'-3
ƒ"
SPACED @ 2'-0
INDENTATION
5e1
2•" C
L.
8ƒ
( FIXED PIER SHOWN )
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
AND RAIL
OF RAIL
FOR DETAILS
2'-0
…
5 8 8
1'-0
b2
b211 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
TYPICAL SPACING
5b1
TYPICAL SPACING
6a @ 1'-1 |'S
5b1
5b1
b2
11 1'-0‡ 3 SP. @ 1'-1 11
1'-5… 4 SP. @ 1'-1
COIL ROD
ƒ" ½ x 1'-35e5
2'-
0
FILL WITH MORTAR
VA
R.
FILLER.
EXPANSION JOINT
•" PREFORMED
MASKWALL 10
5d1
5e3
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
3'-6ƒ
5d3 & 5d4
5e2
4
4
5•
5•5•5•5•
5• 11• 11‡
1'-0• 1'-0‡
4 SP. @ 1'-1
3 SP. @ 1'-1
TOP OF
SLAB
OF SLAB
BOTTOM
5e2
5d3 & 5d4
STANDARD SHEET 4561-BTC-6
5d2
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 29.22 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4561-
BT
C-6 -
THIS
SH
EE
T IS
SU
ED 07-08.
5 BEAM SPACES @ 7'-2Ž(-) = 36'-2
1'-5‹
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 1'-1 |'s
1'-0•
40' RDWY. PPCB ( BTC 6 BEAMS - STUB ABUT. ) CROSS SECTION (SYMM. CROWN ) (`SPAN 120'`)
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:22 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4561-BTD-5 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
30'-0
55'-0
80'-0
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTD
SPAN
ADJACENT
LONGEST
7
7
8
8
8
8
9
9
**`4
**`8
**`8
**`5
**`6
**`7
**`6
**`4
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTD
120
6'-2ƒ
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
17 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
| ROADWAY
SYMMETRICAL ABOUT
40'-0 ROADWAY
1'-7
LEVEL
20'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4‹
4‹ 1Ž …
17'-0 TANGENT ON 2.0 % SLOPE
6
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e1
TYPICAL SPACING
2•" C
L.
5b1
8ƒ
b2
b2
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
4
2'-0
5b1
5b1
b2
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-10• |'s
6a @ 0'-10• |'S
5 8 8
1'-0
10 11‚ 6 SP. @ 0'-11 11‚ 10
1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ
COIL ROD
ƒ" ½ x 1'-35e5
2'-
0
FILL WITH MORTAR
VA
R.
FILLER.
EXPANSION JOINT
•" PREFORMED
MASKWALL 10
ƒ"
3'-6ƒ
4
4
5
5555
5 10ƒ 10ƒ
11‚11‚
TOP OF
SLAB
OF SLAB
BOTTOM
7 SP. @ 0'-11
6 SP. @ 0'-11
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
5d3 & 5d4
5d1
5e3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
5e2
5e2
5d3 & 5d4
STANDARD SHEET 4561-BTD-5
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 29.17 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4561-
BT
D-5 -
THIS
SH
EE
T IS
SU
ED 07-08.
40' RDWY. PPCB ( BTD 5 BEAMS - STUB ABUT. ) CROSS SECTION (SYMM. CROWN ) (`SPANS 50' - 135'`)
4 BEAM SPACES @ 9'-0• = 36'-2
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:24 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4561-BTE-5 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
30'-0
55'-0
80'-0
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTE
SPAN
ADJACENT
LONGEST
7
7
7
8
8
8
9
9
**`4
**`8
**`6
**`7
**`7
**`6
**`5
9
9
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTE
136
6'-11ƒ
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
17 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
1" C
L.
| ROADWAY
SYMMETRICAL ABOUT
40'-0 ROADWAY
1'-7
LEVEL
20'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4‹
4‹ 1Ž …
17'-0 TANGENT ON 2.0 % SLOPE
6
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
RAIL AND RAIL
FOR DETAILS OF
COIL ROD
ƒ"½`x`1'-3
SPACED @ 2'-0
INDENTATION
5e1
TYPICAL SPACING
2•" C
L.
5b1
8ƒ
b2
b2
( FIXED PIER SHOWN )
TYPICAL SPACING
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
4
2'-0
5b1
5b1
b2
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 0'-10• |'s
6a @ 0'-10• |'S
5 8 8
1'-0
10 11‚ 6 SP. @ 0'-11 11‚ 10
1'-3ƒ 7 SP. @ 0'-11 1'-3ƒ
COIL ROD
ƒ" ½ x 1'-35e5
2'-
0
FILL WITH MORTAR
VA
R.
FILLER.
EXPANSION JOINT
•" PREFORMED
MASKWALL 10
ƒ"
3'-6ƒ
4
45
5555
5 10ƒ 10ƒ
11‚11‚
TOP OF
SLAB
BOTTOM
OF SLAB
7 SP. @ 0'-11
6 SP. @ 0'-11
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
5d1
5e3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
5e2
5d3 & 5d4
5e2
5d3 & 5d4
STANDARD SHEET 4561-BTE-5
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 29.17 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4561-
BT
E-5 -
THIS
SH
EE
T IS
SU
ED 07-08.
40' RDWY. PPCB ( BTE 5 BEAMS - STUB ABUT. ) CROSS SECTION (SYMM. CROWN ) (`SPANS 60' - 150'`)
4 BEAM SPACES @ 9'-0• = 36'-2
6d5 & 6d6
5b1 BARS
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
6/26/2015 1:28:28 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishBTStubBridges.dgn 4561-BTE-6 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM
8
TOP OF DECK
9
10‚
MI
N.
MA
X.
1'-7
LEVEL
8ƒ
STRAIGHT LINE
3 ƒ" DRIP
GROOVE
EXTERIOR BEAMS
8
8
STRAIGHT LINE BETWEEN HAUNCHES
TOP OF DECK
INTERIOR BEAMS
DRAIN DETAILS
R=1'-0
‚‚
7•
3• ‚
1"
1•
BETWEEN HAUNCHES
STRAIGHT LINE
SUPERSTRUCTURE NOTES:
BY THE PRESTRESSED CONCRETE BEAMS.
SURFACE.
THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED
ALL BEAMS ARE TO BE SET VERTICAL.
CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING
BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE
AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED.
COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO
TRANSVERSE DECK REINFORCING MAY BE SPLICED WITH ONE LAP
LOCATED AS FOLLOWS:
TOP BAR - LAP MIDWAY BETWEEN BEAMS (`MIN. LAP = 1'-10`).
BOTTOM BARS - LAP OVER BEAMS (`MIN. LAP = 1'-10`).
PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES,
AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF
BAR REQUIRED FOR THE USE OF SPLICES.
*
*
MI
N.
1'-
0
TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND
2•" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING
STEEL IS TO BE PARALLEL TO AND 1" CLEAR ABOVE BOTTOM OF DECK.
TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF BAR HIGH CHAIRS OR
APPLY FOR BAR CHAIRS, BAR HIGH CHAIRS, AND DECK BOLSTERS.
DECK BOLSTERS SPACED 4'-0 APART. I.M. 451.01 REQUIREMENTS SHALL
SERVE AS ANCHOR
SIDES OF DRAIN TO
WELDED ON OPPOSITE
1"`x`„`x`0'-10 {
BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE ( BRIDGE`)".
FOR NAILING TO FORMS.
HOLES IN EACH OUTSTANDING LEG
BOTH SIDES OF DRAIN WITH 2`x`‚"½
L`1‚`x`1‚`x`„`x`0'-4 WELDED TO
TUBE WITH ‚" WALL THICKNESS.
4`x`8 OUTSIDE DIMENSION ROLLED
‚" STEEL PLATE ( WELDED ) OR
`DESIGN SHEET ____.
`HAUNCH AND CAMBER DETAILS ON
* FOR DECK THICKNESS OVER BEAMS SEE
WEIGHT IS BASED ON ROLLED TUBE.
INCLUDED IN THE QUANTITY FOR "`____`".
SEE "`SITUATION PLAN`" FOR LOCATION. WEIGHT OF DRAINS IS
DRAINS ARE TO BE GALVANIZED. ____ DRAINS REQUIRED.
NOTE :
NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE DESIGN SHEET ____.
** INDICATES 'b2' BAR PLACED IN TOP DECK ONLY.
PLACED AT THE | OF PIER.
THE MIDPOINT OF THE 'b2' BAR IS TO BE
AT DRAIN
CONCRETE
IN DECK
1" DEPRESSION
HAUNCH DETAIL
TYPICAL DECK AND
THE BRIDGE DECK AS SHOWN INCLUDES •" INTEGRAL WEARING
MONOLITHICALLY WITH THE BRIDGE DECK.
FORMS FOR THE BRIDGE DECK AND BARRIER RAIL ARE TO BE SUPPORTED
SHEET.
SUMMARY QUANTITIES
INCLUDED ON THE
NOTE: DRAIN WEIGHTS ARE
30'-0
55'-0
80'-0
85'-0
90'-0
95'-0
100'-0
105'-0
110'-0
125'-0
130'-0
SIZE OF '`b2`' BAR
TABLE OF
35'-0
45'-0
65'-0
75'-0
40'-0
50'-0
60'-0
70'-0
115'-0
120'-0
135'-0
145'-0
150'-0
140'-0
155'-0
SIZE
BAR
BEAM
BTE
SPAN
ADJACENT
LONGEST
7
7
7
8
8
8
9
9
**`4
**`8
**`6
**`7
**`7
**`6
**`5
9
9
**`8
**`9
**`9
DATA FOR ONE DRAIN
DRAIN WEIGHT (`LBS.`)
DRAIN LENGTH (`FT.`)
BEAM SIZE BTE
136
6'-11ƒ
2
2 5
5d1
5e4
5e3
5d2
10•
8
2 1'-5 1'-11
1" C
L.
40'-0 ROADWAY
1'-7
LEVEL
20'-0
3'-0 PARABOLIC
CROWN
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
4‹
4‹ 4
2‚ •
17'-0 TANGENT ON 2.0 % SLOPE
6
COIL ROD
ƒ"½`x`1'-3
ƒ"
SPACED @ 2'-0
INDENTATION
5e1
2•" C
L.
8ƒ
( FIXED PIER SHOWN )
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
SHEET
BARRIER RAIL
SEE STANDARD
REINFORCING
AND RAIL
OF RAIL
FOR DETAILS
2'-0
…
5 8 8
1'-0
b2
b211 - 5b1 BARS
( TOP OF SLAB`)
( BOTTOM OF SLAB`)
TYPICAL SPACING
5b1
TYPICAL SPACING
BARS IN TOP OF SLAB)
(CENTERED BETWEEN 6a
6j1 BARS AT 1'-1 |'s
6a @ 1'-1 |'S
5b1
5b1
b2
11 1'-0‡ 3 SP. @ 1'-1 11
1'-5… 4 SP. @ 1'-1
COIL ROD
ƒ" ½ x 1'-35e5
2'-
0
FILL WITH MORTAR
VA
R.
FILLER.
EXPANSION JOINT
•" PREFORMED
MASKWALL 10
3'-6ƒ
b2
4
45•
5•5•5•5•
5• 11‡11•
1'-0‡1'-0•
4 SP. @ 1'-1
3 SP. @ 1'-1
TOP OF
SLAB
OF SLAB
BOTTOM
5d1
5e3
5d2
HALF SECTION NEAR PIER
COIL ROD
ƒ"½`x`1'-3
ROD ( BENT`)
ƒ"½`x`1'-3 COIL
( EXPANSION PIER SHOWN )
BEAMS
TOP OF FILLETS BETWEEN
STRAIGHT LINE BETWEEN
BEARING PAD
LAMINATED
2'-0
5e2
5d3 & 5d4
5e2
5d3 & 5d4
STANDARD SHEET 4561-BTE-6
1 x 8 x 0'-8
INCLUDE THE HAUNCH.
SLAB AREA DOES NOT
SLAB AREA = 29.22 SQ. FT.
5e6
5e7
EN
GLIS
HB
TS
TU
BA
BU
TM
EN
TB
RI
DG
ES.D
GN - 4561-
BT
E-6 -
THIS
SH
EE
T IS
SU
ED 07-08.
40' RDWY. PPCB ( BTE 6 BEAMS - STUB ABUT. ) CROSS SECTION (SYMM. CROWN ) (`SPAN 155'`)
5 BEAM SPACES @ 7'-2Ž(-) = 36'-2
1'-0•
1'-5‹
6d5 & 6d6
5b1 BARS
IN THE BRIDGE DECK.
RAIL STEEL EMBEDDED
DEPENDING ON BARRIER
SHOULD BE ON OR OFF
"REBAR EPOXY A" LEVEL
NOTE: "STAINLESS STEEL" LEVEL OR
CO
RR
EC
TI
ON 04-14 -
AD
DE
D
RE
FE
RR
AL
NO
TE
TO
SU
MM
AR
Y
QU
AN
TITIE
S
SH
EE
T
FO
R
TH
E
DR
AI
N
WEI
GH
T. N
OT
E
AB
OU
T
CH
OIC
E
OF
EP
OX
Y
OR
ST
AI
NL
ES
S
ST
EE
L
DE
CK
TO
BA
RRIE
R
RAIL
BA
RS.