INDEX OF BEAM STANDARDS INDEX OF BEAM STANDARDS · PDF fileindex of beam standards index of beam standards ... 4622 c50 - c67 beam details ... finished with an ansi 125 finish shall

5/28/2014 12:31:44 PM tsorens W:\Highway\Bridge\Standards\Bridges\EnglishBeams.dgn 100-B 11x17_pdf.pltcfg
INDEX OF BEAM STANDARDS INDEX OF BEAM STANDARDS
1010 LOW PROFILE BEARING STANDARD
1021 WELDING DETAILS FOR WELDED GIRDER BRIDGES
1036 STEEL INTERMEDIATE DIAPHRAGMS FOR PCBM BRIDGES
1036A CONCRETE INTERMEDIATE DIAPHRAGMS FOR PCBM BRIDGES
4600 A BEAM 30'-0 - 55'-0 SPANS DATA DETAILS
4601 A30 - A46 BEAM DETAILS
4602 A50 - A55 BEAM DETAILS
4610 B BEAM 34'-2 - 67'-6 SPANS DATA DETAILS
4611 B34 - B50 BEAM DETAILS
4612 B55 - B67 BEAM DETAILS
4620 C BEAM 30'-0 - 80'-0 SPANS DATA DETAILS
4621 C30 - C46 BEAM DETAILS
4630
4631 D35 - LXD40 BEAM DETAILS
4632 D45 - D60 BEAM DETAILS
4635
4636 D110 BEAM 110'-0 SPANS DATA DETAILS
4700 BULB TEE "C" BEAM - 30'-0 - 115'-0 SPANS DATA DETAILS
4701 BULB TEE "C" BEAM - 30'-0 SPAN
BULB TEE "C" BEAM - 120'-0 SPANS DATA DETAILS
BULB TEE "C" BEAM - 120'-0 SPAN
4730
4731 BULB TEE "D" BEAM - 50'-0 SPAN
BULB TEE "D" BEAM - 135'-0 SPANS DATA DETAILS
BULB TEE "D" BEAM - 135'-0 SPAN
4750 BULB TEE "B" BEAM - 30'-0 - 95'-0 SPANS DATA DETAILS
4751 BULB TEE "B" BEAM - 30'-0 SPANS
BULB TEE "B" BEAM - 45'-0 SPANS
4765 BULB TEE "B" BEAM - 100'-0 & 105'-0 SPANS DATA DETAILS
BULB TEE "B" BEAM - 105'-0 SPANS
4770 BULB TEE "E" BEAM - 60'-0 - 150'-0 SPANS DATA DETAILS - SHEET 1 OF 2
4770 BULB TEE "E" BEAM - 60'-0 - 150'-0 SPANS DATA DETAILS - SHEET 2 OF 2
4771 BULB TEE "E" BEAM - 60'-0 SPANS
4790 BULB TEE "E" BEAM - 155'-0 SPANS DATA DETAILS - SHEET 1 OF 2
4790 BULB TEE "E" BEAM - 155'-0 SPANS - SHEET 2 OF 2
INDEX OF BEAM STANDARDS
STANDARD DESCRIPTION DESCRIPTIONSTANDARD DESCRIPTIONSTANDARD
STANDARD SHEET 100-B
4719s2
4719s1
4748s1
4748s2
4754
EN
GLIS
HB
EA
MS.D
GN - 100-
B -
THIS
SH
EE
T IS
SU
ED 02-10.
1008a
1008b
1009a
1009b
ABUTMENT BEARING STANDARDS
PIER BEARING STANDARDS
PIER MASONRY PLATE & ROCKER BEARING STANDARDS
PIER SOLE PLATE & FIXED SHOE BEARING STANDARDS
4541
4541A
4541B
4541C
4541D
4541E
4541F
4541G
4541H
STUB ABUTMENT BEARING DETAILS - A & B BEAMS PPCB & STEEL BEAM BRIDGES
STUB ABUTMENT BEARING DETAILS - C & D BEAM BRIDGES
STUB ABUTMENT BEARING DETAILS - BTB, BTC, BTD, BTE BEAM PPCB BRIDGES
A & B BEAM PPC BRIDGES - STUB ABUTMENT BEARING DETAILS
C & D BEAM PPC BRIGES - STUB ABUTMENT BEARING DETAILS
BTB, BTC, BTD, BTE BEAM PCC BRIDGES - STUB ABUTMENT BEARING DETAILS
A & B BEAM PPC BRIDGES - PIER BEARING DETAILS
C & D BEAM PPC BRIDGES - PIER BEARING DETAILS
BTB, BTC, BTD, BTE BEAM PPC BEAM BRIDGES - PIER BEARING DETAILS
D BEAM 35'-0 - 105'-0 SPANS DATA DETAILS
D100 - D105 BEAM DETAILS
BULB TEE "D" BEAM - 50'-0 - 130'-0 SPANS DATA DETAILS
1021W WEATHERING STEEL WELDING DETAILS FOR WELDED GIRDER BRIDGES
RE
VIS
ED 03-11 -
AD
DE
D
ST
AN
DA
RD 1021
W
TO
LIS
T. A
DD
ED
A
HY
PH
EN
TO
TH
E 1036
BT
BE
AM
ST
AN
DA
RD
NU
MB
ER
S.
4767
1036-1-BTB
1036-2-BTB
1036-1-BTC
1036-2-BTC
1036-1-BTD
1036-2-BTD
1036-1-BTE
1036-2-BTE STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTE SHEET 2 OF 2)
STEEL INTERMEIDATE DIAPHRAGM STANDARDS (BTE SHEET 1 OF 2)
STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTD SHEET 2 OF 2)
STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTD SHEET 1 OF 2)
STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTC SHEET 2 OF 2)
STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTC SHEET 1 OF 2)
STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTB SHEET 2 OF 2)
STEEL INTERMEDIATE DIAPHRAGM STANDARDS (BTB SHEET 1 OF 2)
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM

3/25/2014 10:58:25 AM tsorens W:\Highway\Bridge\Standards\Bridges\EnglishBeams.dgn 1008a 11x17_pdf.pltcfg
1'-0
HOLES CENTER
OF PIN 1"
1
|
1 TYP.
1 1 12
1 1
1" HANDLING
1'-4
9 3 3
2
2 2 5
2
9
11
2 2 5
9
R=9
5 5
10
5
2
2
5
5 10
2 2
1'-4
1" PINTLES
2
7
3 3
CENTER
OF PIN
4 4
8
FINISH ANSI 125
10 SP1 FOR R1A
DRIVING FIT
ROCKER R1A
ABUTMENT MASONRY PLATE MP1A
WT. = 143 LBS.
BEARING NOTES:
AS SOON AS THE SURFACING PROCESS IS DONE, THE SURFACES
FINISHED WITH AN ANSI 125 FINISH SHALL BE SHOP COATED WITH AN
APPLICATION OF WATERPROOF NATIONAL LUBRICATING GREASE INSTITUTE
NO. 3 MULTIPURPOSE GREASE. JUST BEFORE THE ERECTION OF THE
STRUCTURAL STEEL IN THE FIELD, THE SHOP COATED SURFACES ARE TO
APPLIED.
MASONRY PLATES MP1A, MP2A AND MP3A SHALL BE GALVANIZED
D*
ROCKERS
R1A 1'-0
REACTION
MAXIMUM
(IN KIPS)
d=
R=1
1"
1"
1"
1'-0
2
" DRAIN HOLE
1
1" BARS
* INCLUDING " NEOPRENE SHEET.
AFTER THE 1" BARS HAVE BEEN WELDED TO THE MASONRY PLATE.
PREPARATION OF BEARING AREA SHALL BE IN ACCORDANCE WITH
| PINTLES
DETAIL
TYPICAL PINTLE
2
6
3
2
THE PINS SHALL BE IN ACCORDANCE WITH ARTICLE 4153.02, OF THE
THE INCH NEOPRENE SHEETS ARE TO BE 50, 60, OR 70 DUROMETER
HARDNESS AND SHALL BE 1 INCH GREATER IN LENGTH AND WIDTH THAN
THE BOTTOM SURFACE OF THE MASONRY PLATES OR STEEL BEARINGS.
ARTICLE 2408.03, M, OF THE STANDARD SPECIFICATIONS. THE BEDDING
ABUTMENT BEARING STANDARDS
SOLE PLATE SP1WT. = SP1 = 34 LBS.
ARTICLE 4153.04, OF THE STANDARD SPECIFICATIONS. CASTINGS MAY
STANDARD SHEET 1008a
ANSI 250
FINISH
ANSI 250
FINISH
FINISH ANSI 125
BORE 164 17
ROLLED SHAFTING
MACHINED FROM 3" COLD
2000)
(FINISH ANSI
FLAT AND TRUE
EN
GLIS
HB
EA
MS.D
GN 1008a -
THIS
SH
EE
T IS
SU
ED 05-10.
CENTER
OF PIN
4 4
8
FINISH ANSI 125
11
1'-1
WT.SP2 = 37 LBS.
SP3 = 43 LBS.
SOLE PLATE SP2 & SP3
ROLLED SHAFTING
MACHINED FROM 3" COLD
2 2 1" PINTLES
7
3 3
11
1'-6
1

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INDEX OF BEAM STANDARDS INDEX OF BEAM STANDARDS · PDF fileindex of beam standards index of beam standards ... 4622 c50 - c67 beam details ... finished with an ansi 125 finish shall