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COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
BD-613M
STANDARD ABBREVIATIONS:
HLMR - HIGH LOAD MULTI-ROTATIONAL
DIA. - DIAMETER
I.D. - INSIDE DIAMETER
- DIAMETER
PTFE - POLYTETRAFLUOROETHYLENE
G.P. = GUIDE PLATE
G.B. = GUIDE BAR STANDARD
HIGH LOAD MULTI-ROTATIONAL
POT BEARINGS
DESIGN METHODOLOGY
DESIGN METHODOLOGY:
INSTRUCTIONS FOR USING DESIGN TABLES:
SHEET 1 OF 15
DES DES
DES
DES
INSTRUCTIONS FOR USING DESIGN TABLES CON’T:
12.
13.
14.
INSTRUCTIONS BELOW ARE APPLICABLE TO BOTH THE AASHTO LRFD
SPECIFICATIONS AND STANDARD SPECIFICATIONS
L BEAM
MASONRY PLATE
SOLE PLATE
BE
AM
SE
AT
BOTTOM FLANGE
L BRGS
MASONRY PLATE
SOLE PLATE
BE
AM
SE
AT
BOTTOM FLANGE
C C
C L BEAMC
C L BRGSC
SKEWED TO L BEAM
SOLE AND MASONRY PLATE ORIENTATION OPTIONS
NORMAL TO L BEAM
1.
2.
1.
2.
1.
2.
3.
WHERE THE CENTERLINE OF THE MASONRY PLATE IS NOT PARALLEL TO
THE CENTERLINE OF THE BEAM AND SOLE PLATE, COMPUTE CLEARANCES
BETWEEN THE TOP OF ANCHOR BOLTS AND THE SOLE PLATE AND GUIDE
BARS. IF REQUIRED, TO PROVIDE NECESSARY CLEARANCES, RESIZE
THE FOLLOWING MASONRY PLATE DIMENSIONS:
MASONRY PLATE WIDTH: "B"
MASONRY PLATE LENGTH: "C"
MASONRY PLATE THICKNESS: "A"
ANCHOR BOLT LOCATION: " D"
CHECK OVERALL GEOMETRY AND VERIFY THAT ALL OTHER DESIGN
REQUIREMENTS ARE SATISFIED. RECOMPUTE THE BEARING HEIGHT,
"PP", WHEN BEVELED SOLE PLATES ARE USED AND/OR THE MASONRY
PLATE THICKNESS IS INCREASED.
CHECK THAT ANCHOR BOLTS DO NOT INTERFERE WITH PIER OR
ABUTMENT REINFORCEMENT, AND THAT THE BEARING ASSEMBLY
MEETS ALL CLEARANCE REQUIREMENTS RELATIVE TO ITS PLACEMENT
ON THE SUBSTRUCTURE AND CONNECTION TO THE SUPERSTRUCTURE.
75 (3") MIN
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
SHEET NO.
1
2
3
4
6
8
SHEET TITLE
INDEX OF SHEETS
9
7
10
5
11
12
13
14
15
DESIGN METHODOLOGY
ILLUSTRATIVE DESIGN EXAMPLE
NON-GUIDED - DETAILS
FIXED - DETAILS
GUIDED - DETAILS-1
GUIDED - DETAILS-2
GENERAL NOTES AND DETAILS
CONNECTION OPTIONS
GUIDED - 10% HORIZONTAL LOAD (ENGLISH) (DESIGN TABLE)
FIXED - 10% HORIZONTAL LOAD (DESIGN TABLE)
FIXED - 30% HORIZONTAL LOAD (DESIGN TABLE)
NON-GUIDED (DESIGN TABLE)
GUIDED - 10% HORIZONTAL LOAD (METRIC) (DESIGN TABLE)
GUIDED - 30% HORIZONTAL LOAD (ENGLISH) (DESIGN TABLE)
GUIDED - 30% HORIZONTAL LOAD (METRIC) (DESIGN TABLE)
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
1.
2.
3.
CALCULATE THE MINIMUM AND MAXIMUM VERTICAL DESIGN LOAD
REACTIONS PER BEARING AS FOLLOWS:
LRFD SPECIFICATIONS
USE THE SERVICE I AND EXTREME EVENT I LIMIT STATES.
COMPUTE THE MINIMUM REACTION LOADS BY INCLUDING THE MINIMUM
VALUE OF PERMANENT LOADS AND THE LOADS THAT PRODUCE UPLIFT.
STANDARD SPECIFICATIONS
USE ALL SERVICE LOAD GROUPS.
REDUCE LOADS BY THE PERCENT INCREASE IN ALLOWABLE STRESS AS
PERMITTED BY AASHTO.
THE PERCENT INCREASE IN ALLOWABLE STRESS, AS DEFINED BY
AASHTO, SHOULD NOT BE USED FOR THE CALCULATION OF THE MINIMUM
VERTICAL DESIGN LOAD.
COMPUTE THE MINIMUM REACTION LOADS BY INCLUDING THE MINIMUM
VALUE OF PERMANENT LOADS AND THE LOADS THAT PRODUCE UPLIFT.
FOR FIXED AND GUIDED BEARING CALCULATE THE MAXIMUM HORIZONTAL
DESIGN LOAD PER BEARING AS FOLLOWS:
LRFD SPECIFICATIONS
USE THE SERVICE I AND EXTREME EVENT I LIMIT STATES.
DIVIDE THE EXTREME EVENT I LIMIT STATE LOADS BY 1.50.
FOR FIXED BEARINGS COMPUTE THE MAXIMUM HORIZONTAL DESIGN LOAD AS THE
RESULTANT VECTOR SUM OF THE HORIZONTAL LOADS FOR EACH LIMIT STATE.
FOR GUIDED BEARINGS, COMPUTE THE MAXIMUM HORIZONTAL DESIGN LOAD AS
THE SUM OF THE HORIZONTAL LOADS FOR EACH LIMIT STATE APPLIED NORMAL
TO THE ORIENTATION OF THE GUIDE BAR.
STANDARD SPECIFICATIONS
USE ALL SERVICE LOAD GROUPS.
REDUCE LOADS BY THE PERCENT INCREASE IN ALLOWABLE STRESS AS
PERMITTED BY AASHTO.
DIVIDE THE GROUP VII LOADS BY 1.50.
FOR FIXED BEARINGS COMPUTE THE MAXIMUM HORIZONTAL DESIGN LOAD
AS THE RESULTANT VECTOR SUM OF THE HORIZONTAL LOADS FOR
EACH LOAD GROUP.
FOR GUIDED BEARINGS, COMPUTE THE MAXIMUM HORIZONTAL DESIGN LOAD
AS THE RESULTANT SUM OF THE HORIZONTAL LOADS FOR EACH LOAD GROUP
APPLIED NORMAL TO THE ORIENTATION OF THE GUIDE BAR.
DETERMINE THE CONTROLLING MINIMUM AND MAXIMUM VERTICAL DESIGN LOAD
REACTIONS AND THE MAXIMUM HORIZONTAL DESIGN LOAD. THESE
ARE THE DESIGN LOADS TO BE USED WITH THE DESIGN TABLES. IF THE
MAXIMUM DESIGN LOAD IS GREATER THAN 6672 KN (1500 KIPS) THESE DESIGN
STANDARDS ARE NOT APPLICABLE.
CALCULATE THE MAXIMUM GIRDER END ROTATION ABOUT EACH AXIS
DUE TO MAXIMUM LIVE LOAD PLUS IMPACT AS WELL AS ALL
PERMANENT LOADS AND GEOMETRIC CONSTRAINTS SUCH AS ROADWAY
GEOMETRY AND CAMBER. ALL OR MOST OF THE ROTATION DUE TO
PERMANENT LOADS AND GEOMETRY MAY BE ACCOMMODATED BY
BEVELING THE SOLE PLATE. INCLUDE THE ROTATIONS NOT
ACCOMMODATED BY THE BEVELED SOLE PLATE IN THE DESIGN ROTATION.
COMPUTE THE VECTOR RESULTANT SUM OF THE TRANSVERSE AND
LONGITUDINAL ROTATIONS AND ADD 0.02 RADIANS FOR CONSTRUCTION
TOLERANCE. IF THE TOTAL ROTATION INCLUDING THE CONSTRUCTION
TOLERANCE EXCEEDS 0.03 RADIANS, THESE DESIGN TABLES ARE NOT
APPLICABLE. COMPUTE ROTATIONS USING THE SERVICE I LIMIT STATE
FOR LRFD DESIGNS. COMPUTE ROTATIONS USING APPLICABLE SERVICE
LOAD GROUPS FOR DESIGNS USING STANDARD SPECIFICATIONS.
FOR FIXED AND GUIDED BEARINGS, COMPUTE THE RATIO OF THE
MAXIMUM HORIZONTAL DESIGN LOAD TO THE MAXIMUM VERTICAL
DESIGN LOAD (H/V) ON THE BEARING. FOR (H/V) RATIOS
LESS THAN OR EQUAL TO 0.10, USE THE 10% HORIZONTAL LOAD TABLES.
FOR (H/V) RATIOS GREATER THAN 0.10 AND LESS THAN OR
EQUAL TO 0.30, USE THE 30% HORIZONTAL LOAD TABLES.
NOTE THAT IT IS ACCEPTABLE TO USE BEARINGS WITH VERTICAL
LOAD CAPACITIES GREATER THAN THE MAXIMUM VERTICAL DESIGN
LOAD TO PROVIDE A GREATER HORIZONTAL LOAD CAPACITY. THIS
PROCEDURE MAY BE USED FOR THE SELECTION OF MORE ECONOMICAL
BEARINGS OR TO ACHIEVE A SATISFACTORY DESIGN WHERE THE
PRELIMINARY BEARING SELECTION DOES NOT SATISFY THE (H/V)
RATIO CRITERIA OF 0.30.
CHOOSE THE APPROPRIATE DESIGN TABLE. TABLES ARE DIVIDED
BASED ON BEARING TYPE AND H/V RATIOS.
SELECT A PRELIMINARY BEARING SIZE FROM THE DESIGN TABLES
WITH A LOAD CAPACITY EQUAL TO OR EXCEEDING THE DESIGN LOAD
IN BOTH THE HORIZONTAL AND VERTICAL DIRECTIONS.
COMPUTE THE RATIO OF THE MINIMUM VERTICAL DESIGN LOAD TO
VERTICAL LOAD CAPACITY OF THE BEARING. IF THIS RATIO IS
LESS THAN 0.20, THESE DESIGN TABLES ARE NOT APPLICABLE.
FOR GUIDED AND NON-GUIDED BEARINGS, CALCULATE THE TOTAL
LONGITUDINAL MOVEMENT (NOT INCLUDING THE 25(1") CONSTRUCTION
TOLERANCE IN EACH DIRECTION). IF THE TOTAL LONGITUDINAL MOVEMENT
IS GREATER THAN 75 (3"), INCREASE THE FOLLOWING DIMENSIONS
AN AMOUNT EQUAL TO THE TOTAL LONGITUDINAL MOVEMENT MINUS 75 (3")
SOLE PLATE: "J"
STAINLESS STEEL PLATES: "LL" AND "NN"
GUIDE BARS: "CC"
ONCE ALL DESIGN LOAD CRITERIA ARE SATISFIED, THE BEARING
DIMENSIONS SHOWN IN THE DESIGN TABLES FOR THE INDIVIDUAL
BEARING MAY BE USED.
DESIGN THE CONNECTION OF THE SOLE PLATE TO THE GIRDER IN
ACCORDANCE WITH THE SCHEMATICS OF THESE STANDARDS AND THE
AASHTO BRIDGE DESIGN SPECIFICATIONS. ALL TABULATED SOLE
PLATE DIMENSIONS ARE MINIMUMS.
1.
2.
3.
4.
5.
6.
7.
THE SOLE PLATE THICKNESS (H) HAS BEEN DESIGNED FOR BENDING
IN THE FOLLOWING MANNER: CIRCULAR PTFE IS ASSUMED AS AN
EQUIVALENT SQUARE AREA. THE PRESSURE IS THEN ASSUMED TO
DISTRIBUTE FROM THE PTFE THROUGH THE PLATE AT A 1:1.5 SLOPE.
THE MINIMUM PLATE THICKNESS IS THEN DESIGNED BY MODELING
THE SOLE PLATE AS A CANTILEVER BEAM. THE CANTILEVER BEAM LENGTH
ASSUMED IS THE MINIMUM OF THE FOLLOWING DIMENSIONS:
THE LARGEST DISTANCE FROM THE EDGE OF DISTRIBUTED PRESSURE
AREA TO THE EDGE OF THE PTFE’S (OR PISTON’S) ASSUMED EQUIVALENT
SQUARE AREA.
THE LARGEST DISTANCE FROM THE EDGE OF THE SOLE PLATE TO THE
EDGE OF THE PTFE’S (OR PISTON’S) ASSUMED EQUIVALENT SQUARE AREA.
THE SOLE PLATE THICKNESS GIVEN IN COLUMN "H" IS THE MINIMUM
THICKNESS. ANY ADDITIONAL THICKNESS, "I", REQUIRED TO
ACCOMMODATE THE BEVEL MUST BE ADDED TO THE OVERALL BEARING
HEIGHT GIVEN IN COLUMN "PP".
A MINIMUM SOLE PLATE THICKNESS OF 21(0.8125")WAS USED
FOR THIS STANDARD.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
THE INFORMATION SHOWN IN THIS STANDARD IS PROVIDED FOR USE
IN THE DEVELOPMENT OF THE CONTRACT DOCUMENTS. THE DESIGNER
IS RESPONSIBLE FOR THE PRESENTATION OF ALL DESIGN
INFORMATION. BEARING DESIGN DRAWINGS SHOULD INCLUDE, AS A
MINIMUM, PLAN AND ELEVATION VIEWS, SECTIONS, DETAILS OF
VARIOUS POT COMPONENTS, ALL DIMENSIONS, MATERIAL
SPECIFICATIONS, AND ANY OTHER DETAILS NECESSARY FOR THE
COMPLETION OF SHOP DRAWINGS AND FABRICATION BY THE
CONTRACTOR.
THE INFORMATION SHOWN IN THESE STANDARDS MAY BE USED FOR
BEARING DESIGNS BY EITHER AASHTO STANDARD SPECIFICATIONS
UTILIZING SERVICE LOADS OR AASHTO LRFD SPECIFICATIONS
UTILIZING SERVICE AND EXTREME EVENT LIMIT STATE LOAD
COMBINATIONS AS MODIFIED BY DM-4 AND HEREIN.
DIVIDE THE HORIZONTAL SEISMIC LOADS, DERIVED FROM EITHER
SPECIFICATION, BY 1.5 PER AASHTO (1992) STANDARD
SPECIFICATION, DIVISION 1-A, SECTION 7.1.
A TOTAL DESIGN ROTATION OF 0.03 RADIANS (INCLUDING 0.02
RADIANS OF CONSTRUCTION TOLERANCE) WAS USED FOR THIS
STANDARD.
GUIDED AND NON-GUIDED BEARINGS ARE DESIGNED FOR A TOTAL
LONGITUDINAL MOVEMENT OF 75 (3") (PLUS 25 (1") OF
CONSTRUCTION TOLERANCE IN EACH DIRECTION). ADDITIONAL
LONGITUDINAL MOVEMENT CAN BE ACCOMMODATED BY INCREASING
THE LENGTH OF THE SOLE PLATE, STAINLESS STEEL, GUIDE BARS,
AND GUIDE PLATE.
NON-GUIDED BEARINGS ARE DESIGNED FOR A TOTAL TRANSVERSE
MOVEMENT OF 12 (0.5") (PLUS 19 (0.75") OF CONSTRUCTION
TOLERANCE IN EACH DIRECTION). ADDITIONAL TRANSVERSE
MOVEMENT CAN BE ACCOMMODATED BY INCREASING APPROPRIATE
COMPONENT DIMENSIONS.
WELDED CONNECTIONS ARE DESIGNED USING ALLOWABLE STRESS
DESIGN.
POT DESIGN:
THE THICKNESS OF THE POT WALL OF THE FIXED AND GUIDED
BEARINGS WAS CALCULATED USING AASHTO (1998) LRFD EQUATION
14.7.4.7-1 AND SECTION C14.7.4.6.
THE THICKNESS OF THE POT WALL OF THE NON-GUIDED BEARINGS
ARE DESIGNED FOR A NOMINAL HORIZONTAL LOAD EQUAL TO 10% OF
THE DESIGN VERTICAL CAPACITY (P ), AND USING AASHTO (1998)
LRFD EQUATION 14.7.4.6-5 (Pr=10%P ) AND SECTION C14.7.4.6.
THE THICKNESS OF THE POT BASE WAS CALCULATED USING
AASHTO (1998) LRFD EQUATIONS 14.7.4.6-3 AND 14.7.4.6-4.
PISTON DESIGN:
THE HEIGHT OF THE PISTON RIM WAS CALCULATED USING AASHTO
(1998) LRFD EQUATIONS 14.7.4.7-2 AND 14.7.4.7-3 ALONG WITH
SECTION C14.7.4.7.
THE DIAMETER OF THE PISTON WAS CALCULATED USING
AASHTO (1998) LRFD EQUATION 14.7.4.7-4 AND USING A MAXIMUM
CLEARANCE OF 1.02 (0.04") BETWEEN THE PISTON AND THE POT
AND A DESIGN ROTATION OF 0.03 RADIANS.
MASONRY PLATE DESIGN:
THE MASONRY PLATE WAS DESIGNED ASSUMING IT WILL BE PLACED
NORMAL TO THE BEAM/GIRDER CENTERLINE. OTHER ORIENTATIONS
BETWEEN THE MASONRY PLATE AND THE BEAM/GIRDER CENTERLINE
ARE PERMITTED. HOWEVER, THE ENGINEER IS REQUIRED TO CHECK
ALL GEOMETRY TO ENSURE THAT ALL CLEARANCE REQUIREMENTS ARE
SATISFIED.
THE MASONRY PLATE THICKNESS (A) HAS BEEN DESIGNED FOR
BENDING IN THE FOLLOWING MANNER: THE PRESSURE DUE TO THE
BEARING REACTION IS ASSUMED TO DISTRIBUTE EVENLY OVER THE
ENTIRE MASONRY PLATE. THE MINIMUM PLATE THICKNESS IS THEN
DESIGNED BY MODELING THE MASONRY PLATE AS A CANTILEVER BEAM
WITH A CANTILEVER LENGTH EQUAL TO THE LONGEST PERPENDICULAR
DISTANCE BETWEEN THE EDGE OF THE MASONRY PLATE AND EDGE OF
THE POT PLATE.
SOLE PLATE DESIGN:
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010SEPT. 20, 2010
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
BD-613M
STANDARD
HIGH LOAD MULTI-ROTATIONAL
POT BEARINGS
SHEET 2 OF 15
AASHTO
SERVICE
LOAD
GROUP
DESIGN LOADS (KIPS)
VERTICAL HORIZONTAL
1
LL+I
MIN MAX
WIND
MIN MAX MIN MAX
TOTAL
195 344
240/1.25=192
TRANSVERSE LONGITUDINAL RESOLUTION
2
3
4
5
6
7
220
220
-5
-5
-5
-5
-
-
-
124
124
124
124
-
-
-
-7
-2
-7
-2
-
-
-
20
20
6
6
-
-
-
193
193
193
193
200
195
350/1.25=280
344/1.25=275.2
240/1.4=171.4
0 0
38
22
0
38
22
46 0
0
22/1.25=17.6
38/1.4=27.1
22/1.4=15.7
46/1.5=30.7
DL
MIN MAX
VERTICAL HORIZONTAL
LL+I
MIN MAX
WIND
MIN MAX MIN MAX
TOTAL
188 364
TRANSVERSE LONGITUDINAL RESOLUTION
220
250
-5
0
124
0 0
-7
0
20
180
44 0
46 0
44
DL
MIN MAX
AASHTO
LRFD
LIMIT
STATES
SERVICE I
EXTREME EVENT I
200
180 250 46/1.5=30.7
ILLUSTRATIVE DESIGN EXAMPLE
200
200
200
200
200
200
200
220
220
220
220
220 350/1.4=250
220/1.5=146.7
0
0
0
0
0
38/1.25=30.4
0
DESIGN LOADS (KIPS)
LRFD SPECIFICATIONS
GUIDED POT BEARING DESIGN EXAMPLE GUIDED POT BEARING DESIGN EXAMPLE
STANDARD SPECIFICATIONS - SERVICE LOAD DESIGN
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
PARAMETERS:
US CUSTOMARY UNITS
DESIGN LOADS: SEE BEARING SCHEDULE
SKEW ANGLE: 70 DEGREES
SERVICE LOAD ROTATION: 0.007 RADIANS
TOTAL LONGITUDINAL MOVEMENT: 2.70" (2 X CONTRACTION OF 1.35")
DESIGN:
DETERMINE CONTROLLING DESIGN LOADS (SEE TABLE):
VERTICAL LOADS:
MAXIMUM: 364 KIPS
MINIMUM: 180 KIPS
HORIZONTAL LOAD: 44 KIPS
CHECK ROTATIONAL CAPACITY:
SERVICE ROTATION = 0.007 RADIANS
CONSTRUCTION ROTATION TOLERANCE = 0.02 RADIANS
DESIGN ROTATION = 0.007 + 0.02 = 0.027 RADIANS < 0.03 OK
TO USE DESIGN TABLES
SELECT APPROPRIATE LOAD TABLE:
DESIGN HORIZONTAL LOAD/DESIGN VERTICAL LOAD = 44/364 = 12%
TRY 30% LOAD TABLES
SELECT PRELIMINARY BEARING SIZE:
REQUIRED VERTICAL LOAD CAPACITY = 364 KIPS
REQUIRED HORIZONTAL LOAD CAPACITY = 44
TRY 400 KIP BEARING > 364 OK
HORIZONTAL LOAD CAPACITY 120 > 44 OK
ALTERNATIVELY, A 450 KIP BEARING FROM THE 10% LOAD TABLE COULD BE
SELECTED SINCE THE HORIZONTAL CAPACITY IS LISTED AS 45 KIPS WHICH IS > THAN
THE 44 KIP DESIGN LOAD.
CHECK 20% VERTICAL LOAD CRITERION
VERTICAL CAPACITY = 400 KIPS
MINIMUM VERTICAL LOAD = 180 KIPS
MINIMUM VERTICAL DESIGN LOAD / VERTICAL CAPACITY = 180/400 = 0.45 > 0.20 OK
CHECK ALTERNATIVE DESIGN(USING 10% DESIGN TABLE):
VERTICAL CAPACITY = 450 KIPS
MINIMUM VERTICAL DESIGN LOAD /VERTICAL CAPACITY = 180/450 = 0.33 > 0.20 OK
ALTHOUGH BOTH BEARINGS SATISFY THE LOAD CHECKS, ONE MAY BE MORE APPROPRIATE
FOR A PARTICULAR APPLICATION. SELECT MOST APPROPRIATE BEARING.
CHECK MOVEMENT CAPACITY:
TOTAL MOVEMENT = 2 X ONE-WAY MOVEMENT = 2 X 1.35" = 2.70" < 3.0" OK
ONCE ALL DESIGN LOAD CRITERIA ARE SATISFIED, THE BEARING DIMENSIONS SHOWN
IN THE DESIGN TABLES FOR THE INDIVIDUAL BEARING MAY BE USED.
DESIGN THE CONNECTION OF THE SOLE PLATE TO THE GIRDER IN ACCORDANCE WITH
THE SCHEMATICS OF THESE STANDARDS AND THE AASHTO BRIDGE DESIGN
SPECIFICATIONS. ALL TABULATED SOLE PLATE DIMENSIONS ARE MINIMUMS.
IF THE CENTERLINE OF THE MASONRY PLATE IS NOT PARALLEL TO THE CENTERLINE
OF THE BEAM AND SOLE PLATE, CLEARANCES BETWEEN THE TOP OF ANCHOR BOLTS AND
THE SOLE PLATE AND GUIDE BARS MUST BE CHECKED. IF REQUIRED TO PROVIDE
NECESSARY CLEARANCES, RESIZE THE FOLLOWING MASONRY PLATE DIMENSIONS:
MASONRY PLATE WIDTH: "B"
MASONRY PLATE LENGTH: "C"
MASONRY PLATE THICKNESS: "A"
ANCHOR BOLT LOCATION: "D"
CHECK OVERALL GEOMETRY AND VERIFY THAT ALL OTHER DESIGN REQUIREMENTS ARE
SATISFIED. RECOMPUTE THE BEARING HEIGHT, "PP", WHEN BEVELED SOLE PLATES
ARE USED AND/OR THE MASONRY PLATE THICKNESS IS INCREASED.
CHECK THAT ANCHOR BOLTS DO NOT INTERFERE WITH PIER OR ABUTMENT
REINFORCEMENT, AND THAT THE BEARING ASSEMBLY MEETS ALL CLEARANCE
REQUIREMENTS RELATIVE TO ITS PLACEMENT ON THE SUBSTRUCTURE AND CONNECTION
TO THE SUPERSTRUCTURE.
PARAMETERS:
US CUSTOMARY UNITS
DESIGN LOADS: SEE BEARING SCHEDULE
SKEW ANGLE: 70 DEGREES
SERVICE LOAD ROTATION: 0.007 RADIANS
TOTAL LONGITUDINAL MOVEMENT: 2.70" (2 X CONTRACTION OF 1.35")
DESIGN:
DETERMINE CONTROLLING DESIGN LOADS(SEE TABLE):
VERTICAL LOADS:
MAXIMUM: 344 KIPS
MINIMUM: 193 KIPS
HORIZONTAL LOAD: 30.7 KIPS
CHECK ROTATIONAL CAPACITY:
SERVICE ROTATION = 0.007 RADIANS
CONSTRUCTION ROTATION TOLERANCE = 0.02 RADIANS
DESIGN ROTATION = 0.007 + 0.02 = 0.027 RADIANS < 0.03 OK
TO USE DESIGN TABLES
SELECT APPROPRIATE LOAD TABLE:
DESIGN HORIZONTAL LOAD/DESIGN VERTICAL LOAD = 30.7/344 = 8.9%
USE 10% LOAD TABLES
SELECT PRELIMINARY BEARING SIZE:
REQUIRED VERTICAL LOAD CAPACITY = 344 KIPS
REQUIRED HORIZONTAL LOAD CAPACITY = 30.7 KIPS
TRY 350 KIP BEARING > 344 OK
HORIZONTAL LOAD CAPACITY 35 > 30.7 OK
CHECK 20% VERTICAL LOAD CRITERION
VERTICAL CAPACITY = 350 KIPS
MINIMUM VERTICAL DESIGN LOAD / VERTICAL CAPACITY = 193/350 = 0.55 > 0.20 OK
CHECK MOVEMENT CAPACITY:
TOTAL LONGITUDINAL MOVEMENT = 2 X ONE-WAY MOVEMENT = 2 X = 1.35" = 2.70" < 3.0" OK
ONCE ALL DESIGN LOAD CRITERIA ARE SATISFIED, THE BEARING DIMENSIONS SHOWN
IN THE DESIGN TABLES FOR THE INDIVIDUAL BEARING MAY BE USED.
DESIGN THE CONNECTION OF THE SOLE PLATE TO THE GIRDER IN ACCORDANCE WITH
THE SCHEMATICS OF THESE STANDARDS AND THE AASHTO BRIDGE DESIGN
SPECIFICATIONS. ALL TABULATED SOLE PLATE DIMENSIONS ARE MINIMUMS.
IF THE CENTERLINE OF THE MASONRY PLATE IS NOT PARALLEL TO THE CENTERLINE
OF THE BEAM AND SOLE PLATE, CLEARANCES BETWEEN THE TOP OF ANCHOR BOLTS AND
THE SOLE PLATE AND GUIDE BARS MUST BE CHECKED. IF REQUIRED TO PROVIDE
NECESSARY CLEARANCES, RESIZE THE FOLLOWING MASONRY PLATE DIMENSIONS:
MASONRY PLATE WIDTH: "B"
MASONRY PLATE LENGTH: "C"
MASONRY PLATE THICKNESS: "A"
ANCHOR BOLT LOCATION: "D"
CHECK OVERALL GEOMETRY AND VERIFY THAT ALL OTHER DESIGN REQUIREMENTS ARE
SATISFIED. RECOMPUTE THE BEARING HEIGHT, "PP", WHEN BEVELED SOLE PLATES
ARE USED AND/OR THE MASONRY PLATE THICKNESS IS INCREASED.
CHECK THAT ANCHOR BOLTS DO NOT INTERFERE WITH PIER OR ABUTMENT
REINFORCEMENT, AND THAT THE BEARING ASSEMBLY MEETS ALL CLEARANCE
REQUIREMENTS RELATIVE TO ITS PLACEMENT ON THE SUBSTRUCTURE AND CONNECTION
TO THE SUPERSTRUCTURE.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010 SEPT. 20, 2010
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
STANDARD
BUREAU OF DESIGN
BD-613M
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
550 0.03
PE
R D
ES
IG
N (
BE
VE
LE
D S
OL
E P
LA
TE
)
800
950
1000
850
900
700
750
600
650
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
450
500
350
400
200
250
300
0.03
0.03
0.03
0.03
0.03
0.03
0.03
ROTATION
(RADS.)A B C D E H MJ K L N 0 P R S T U
1100
1500
1200
1300
0.03
0.03
0.03
0.03
0.03
V WQTY. X
85
140
150
120
130
100
110
95
90
60
75
80
70
65
50
55
40
45
25
35
30
20
G QF
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
17"
22�"
23�"
19"
16"
17"
19"
16"
28"
22"
2"
2"
1"
1"
19"
17"
16"
1"
1"
2"
2�"
1�"
1�"
11�"
13�"
14"
15�"
15�"
16�"
17�"
18�"
19�"
21�"
24�"
26�"
26�"
27"
26"
25"
21�" 8�" 4�"
6�"
12�"
15"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
12�"
18�"
24�"
25�"
12�"
18�"
22�"
24�"
25�"
10�"
11�"
12�"
13�"
14�"
15�"
17�"
18�"
19�"
20�"
20�"
21�"
22�"
22�"
23�"
24�"
25�"
26�"
27�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
2�"
2�"
2�"
2�"
2�" 23�"
22�"
21�"
20�"
19�"
18�"
18�"
17�"
17�"
16�"
16�"
15�"
15�"
14�"
13�"
13�"
12�"
11�"
10�"
9�"
8�"
2"
2"
1�"
1�"
2�"
2 �"
2�"
3�"
3�"
2�"
4�"
3 �"
3 �"
3 �"
4 �"
4 �"
3 �"
3 �"
3�"
4�"
3�"
3�"
2�"
4�"
2�"
2�" 1�"
1�"
1�"
1"
1�"
1�"
1�"3�"
3�"
3�"
3�"
3�"
2 �"
2 �"
2�"
2�"
2�"
2�"
2�"
1�"
1�"
8�"
1�"
1�"
1�"
1�"
1�"
1�"
1 �"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
6�"
1400
MASONRY PLATE ANCHOR BOLT SOLE PLATE NEOPRENE DISC
HIGH LOAD MULTI-ROTATIONAL
7"
9"
28�"
32�"
33�"
34�"
4�"
33�"
29�"
31�"
15�"
3 �"
5 �"
6�"
7 �"
10�"
7�"
9�"
12�"
14�"
10�"
11�"
13�"
8�"
9�"
11�"
12�"
35�"
20�"
22�"
26�"
28�"
32�"
38�"
39�"
9�"
15�"
9 �"
19�"
23�"
24�"
29�"
11�"
5�"
8�"
30�"
37�"
27�"
35�"
10�"
37�"
10�"
11�"
10�"
14�"
15�"
20�"
21�"
10�"
14�"
15�"
20�"
21�"
11�"
13�"
17�"
19�"
22�"
23�"
26�"
27�"
11�"
13�"
17�"
19�"
22�"
23�"
26�"
27�"
20�" 20�"
2�"
22�"
6"
5�"
5�"
5�"
5�"
5 �"
6�"
6�"
6�"
6�"
6 �"
6 �"
7�"
7�"
7�"
7 �"
7 �"
8�"
8�"
16�"
10�"
13�"
SHEET 3 OF15
PP
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
VERTICAL
LOAD (KIPS)
HORIZONTAL
LOAD (KIPS)
PISTONBEARING
HEIGHT
1"
1"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
MASONRY PLATE SOLE PLATE NEOPRENE DISC
A B C D E F QTY G H J K L M N O P Q R S T U V W X PP
890 0.03 302 492 189 - 32 21 264 51 264 38 13 6 19 25 225 10 29 7 6 129
1112 0.03 333 524 205 110 - 32 295 55 295 39 15 6 22 25 251 10 29 8 6 131
1334 0.03 356 546 216 121 - 32 318 58 318 43 14 6 22 29 273 10 32 8 6 137
1557 0.03 387 575 230 137 - 32 346 61 346 48 13 6 25 32 295 10 32 9 6 139
1779 0.03 403 594 240 144 - 32 365 64 365 48 16 6 25 32 314 10 32 9 6
2002 0.03 429 619 252 157 - 32 391 70 391 52 18 6 29 35 333 10 35 10 6
2224 0.03
38
445 635 260 165 - 32 406 70 406 53 17 6 29 35 349 10 35 10 6
2446 0.03
42
470 660 273 178 - 32 432 80 432 57 23 6 32 38 368 10 38 11 6
2669 0.03 505 676 281 195 - 32 448 80 448 61 19 6 32 41 384 10 38 12 6 164
2891 0.03 540 692 289 213 - 32 464 80 464 62 18 6 32 41 400 10 38 12 6 163
3114 0.03 572 711 298 229 - 32 483 86 483 62 24 6 35 41 413 10 38 12 6 169
3336 0.03 603 727 306 244 - 32 498 86 498 66 20 6 35 44 429 10 41 13 6 171
3558 0.03 632 746 316 259 - 32 518 93 518 67 26 6 38 44 441 10 41 13 6 177
3781 0.03 664 759 322 275 - 32 530 93 530 71 22 6 38 48 454 10 41 14 6
4003 0.03
51
664 810 338 265 - 38 543 93 543 71 22 6 38 48 467 10 41 14 6
4226 0.03
51
686 829 348 276 - 38 562 99 562 75 24 6 41 51 479 13 45 14 6
4448 0.03 714 841 354 291 - 38 575 99 575 75 24 6 41 51 492 13 45 15 6
4893 0.03 768 867 367 318 - 38 600 105 600 80 26 6 41 54 518 13 45 16 6
0.03 816 895 381 341 - 38 629 105 629 81 25 6 44 54 540 13 48 16 6
0.03 860 959 403 354 - 44 654 112 654 85 27 6 48 57 559 13 48 17 6 207
0.03 905 981 414 376 - 44 676 118 676 89 29 6 48 60 581 13 51 17 6 215
0.03 946 1006 427 397 - 44 702 118 702 90 28 6 51 60 600 13 51 18 6 214
ANCHOR BOLT
PE
R D
ES
IG
N (
BE
VE
LE
D S
OL
E P
LA
TE
)
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
ROTATION
(RADS.)
111
133
156
178
200
222
245
267
289
311
334
356
378
400
423
445
489
89
48
51
94 264
295
318
346
365
391
406
432
448
464
483
498
518
530
543
562
575
600
629
654
676
702
PISTONVERTICAL
LOAD (KN)
HORIZONTAL
LOAD (KN)
*
*BEARING
HEIGHT
POT
POT
13 �"
12 �"
16 �"
10 �"
14 �"
�"
13 �"
13 �"
�"
�"
�"
�"
DESIGN TABLES FOR FIXED POT BEARINGS (10% HORIZONTAL LOAD) - METRIC UNITS
DESIGN TABLES FOR FIXED POT BEARINGS (10% HORIZONTAL LOAD) - ENGLISH UNITS
POT BEARINGS - FIXED
10% HORIZONTAL LOAD
*-
H
MAX
THICKNESS
CL BEARING HEIGHT INCLUDES 3.2 (�")
BEDDING MATERIAL. EFFECTS OF BEVELED
SOLE PLATE ARE NOT INCLUDED.
IF BEVELED SOLE PLATE IS USED
CALCULATE INCREASED BEARING
HEIGHT ACCORDININGLY.
2 �"
3"
6"
3"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
2"
2"
2"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
38
38
38
42
42
42
42
42
42
42
42
42
48
48
48
48
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
BEVELED SOLE PLATE DETAIL
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
5338
5782
6227
6672
534
578
623
667
8.835
9.835
10.710
11.585
12.335
13.085
13.710
14.460
15.085
15.710
16.210
16.835
17.335
17.835
18.335
18.835
19.335
20.335
21.210
21.960
22.835
23.585
224
250
272
294
313
332
348
367
383
399
412
428
440
453
466
478
491
517
539
558
580
599
146
154
153
165
177
183
192
192
197
199
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010 SEPT. 20, 2010
30�"20�"
60
75
90
105
120
135
150
165
180
195
210
225
240
255
270
285
300
330
360
390
420
450
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
14�"
19�"
23�"
24"
26�"
28�"
30�"
25�" 37�"
24�"
22�"
20�"
9�"
24�"
22�"
10�"
24�"
16�"
14�"
15�"
11�"29�"
43�"33"
22"
18�"
15�"
25�"
34�"
37�"
32�"
22�"
7�"
7�" 19�"
10�"
29�"
17�"
20�"
15�"
11�"
18�"
13�"
41�"
42�"
18�" 30�"
29�"
1�"
1�"
1�"
31�"
14�"1�"
1�"
2�"
2�"
13�"
38�"
34�"
35�"
21�"
9�" 23�"
20�"
21�"
28�"
21�"
17�"
13�"
12�"
20�"
17�"
13�"
12�"18�"
17�"
1�"
1�"
1�"
1�"
1�"
15�"
10�"
13�"
1�"
1�"
1�"
2�"
13�"
8�"
6�"
24�"
11�"
26�" 2�"
2�"
15�"
13�"
1�"
2�"
3�"
9 �"
5�"
23�"
2
1
�
"
12�"
16�"
17"
23�"
11�"
1�"
1�"
1�"
1�"
2�"
2�"
14�"
7�"
24�"
22�"
16�"
14�"
15�"
18�"
22�"
1�"
16�"
17�"
8�"
9�"
1�"
1�"
2�"
13�"
9�"
22�"
19�"
11�"
30�"
29�"
18�"
19�"
20�"
2�"
2�"
17�"
12�"
1�"
1�"
1�"
2�"
3�"
18�"
39�"
40�"
34�"
33�"
26�"
25�"
15�"
1�"
1�"
28�"
27�"
26�"
24�"
20�" 20�"
27�"
28�"
7�"12�"
7 �"
6�"
9�"
14�"
6�"
4 �"
11�"
4�"
14�"
8�"
11�"
4�"
3�"
2�"
2�"
3�"
3�"
3�"
2�"
4�"
4�"
2�"
3 �"
3 �"
2 �"
3 �"
2 �"
1�"
1�"
1 �"
2�"
2�"
2�"
2�"
2�"
2�"
2 �"
2 �"
3�"
5 �"
3�"
3�"
3�"
3�"
3 �"
2�"
2�"
3�"
1�"
1�"
1�"
2�"
16�"
21�"
1�"
1�"
1�"
1�"
1"
1�"
1"
1�"
1�"
1�"
2�"
1�"
2�"
1�"
2�"
1�"
1�"
2�"
2�"
1�"
1�"
1�"
2�"
2"
2"
2"
1�"
1�"
5�"
5�"
5
�
"
6�"
8�"
6 �"
7�"
7�"
7�"
7�"
7�"
7 �"
8�"
8�"
8�"
200
250
300
350
400
450
500
550
600
650
700
750
800
850
900
950
1000
1100
1200
1300
1400
1500
12�"
16�"
24�"
22�"
16�"
14�"
15�"
18�"
22�"
19�"
11�"
29�"
23�"
20�"
21�"
17�"
13�"
12�"
28�"
27�"
26�"
24�"
20�"
30�"
6�"2"
2"
2"
2"
1"
1"
1"
2"
2"
2"
2"
5"
9"
2"
2"
2"
2"
2"
2"
2"
2"
4
4
4
4
4
4
4
4
4
4
4
4
6
8
6
8
6
8
6
8
6
6
VERTICAL
LOAD
(KIPS)
HORIZONTAL
LOAD
(KIPS)
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
STANDARD
BUREAU OF DESIGN
BD-613M
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
PE
R D
ES
IG
N (
BE
VE
LE
D S
OL
E P
LA
TE
)
SOLE PLATE NEOPRENE DISC
B C D E F QTY G H J K L M N O P Q R S T U V W X PP
327 518 202 106 - 32 21 289 55 289 40 15 6 32 25 225 10 29 9 6 128
359 549 217 122 - 32 321 55 321 41 13 6 35 25 251 10 32 10 6 129
387 616 241 127 - 38 349 61 349 46 15 6 38 29 273 10 35 11 6 144
416 645 256 141 - 38 378 64 378 50 14 6 41 32 295 10 35 11 6 146
441 670 268 154 - 38 403 67 403 51 16 6 44 32 314 10 38 12 6 151
467 733 291 157 - 44 429 74 429 56 18 6 48 35 333 10 38 13 6 163
489 756 302 168 - 44 451 74 451 57 17 6 51 35 349 10 38 14 7
514 775 311 181 - 44 470 80 470 61 19 6 51 38 368 10 41 14 7 170
530 835 332 179 - 51 495 86 492 65 22 6 54 41 384 10 41 15 7
552 857 343 191 - 51 514 86 514 66 21 6 57 41 400 10 45 16 8
870 349 200 - 51 527 86 527 66 20 6 57 41 413 10 45 16 8572
892 360 214 - 51 549 93 549 70 22 6 60 44 429 10 48 17 8600
873 360 229 - 44 568 93 568 71 22 7 64 44 441 10 48 18 8 189610
886 367 235 - 44 581 99 581 75 24 7 64 48 454 10 51 18 9622
943 386 235 - 51 600 99 600 76 23 7 67 48 467 10 51 19 9641
956 392 243 - 51 613 105 613 80 26 7 67 51 479 13 51 19 9 208657
975 402 252 - 51 632 105 632 80 25 7 70 51 492 13 54 20 9 210676
1006 418 278 - 51 664 112 664 85 27 8 73 54 518 13 54 21 10727
1035 432 284 51 692 112 692 86 26 8 76 54 540 13 57 22 10
768 1060 445 298 51 718 118 718 91 28 8 79 57 559 13 60 23 11
800 1089 459 314 51 746 124 746 95 30 9 83 60 581 13 60 23 11
838 1114 471 333 51 772 124 772 96 28 9 86 60 600 13 64 24 12
MASONRY PLATE
A
890 267 0.03
1112 334 0.03
1334 400 0.03
1557 467 0.03
35
1779 534 0.03
35
2002 600 0.03
2224 667 0.03
41
2446 734 0.03
2669 801 0.03
2891 867 0.03
3114 934 0.03
3336 1001 0.03
3558 1068 0.03
3781 1134 0.03
48
4003 1201 0.03
4226 1268 0.03
4448 1334 0.03
4893 1468 0.03
0.03
51
0.03
0.03 58
0.03
HIGH LOAD MULTI ROTATIONAL
ANCHOR BOLT
4
4
4
4
4
4
4
4
4
4
4
4
6
6
6
6
6
6
8
8
8
8
BEARING
HEIGHTVERTICAL
LOAD(KN)
HORIZONTAL
LOAD(KN)
ROTATION
(RADS.)
54
50
58
56
56
56
58
59 740
289
321
349
378
403
429
451
470
495
514
527
549
568
581
600
613
632
664
692
718
746
772
203
PISTON
127
129
133
140
*POT
PE
R D
ES
IG
N (
BE
VE
LE
D S
OL
E P
LA
TE
)
SOLE PLATE NEOPRENE DISC
B C D E F QTY G H J K L M N O P Q R S T U V W X PP
MASONRY PLATE
A
ANCHOR BOLTBEARING
HEIGHTROTATION
(RADS.)
PISTON *POT
10 �"
�"
�"
�"
�"
15 �"
�"
�"
�"
�"
�"
�"
�"
�"
�"
DESIGN TABLES FOR FIXED POT BEARINGS (30% HORIZONTAL LOAD) - ENGLISH UNITS
DESIGN TABLES FOR FIXED POT BEARINGS (30% HORIZONTAL LOAD) - METRIC UNITS
POT BEARINGS - FIXED
30% HORIZONTAL LOAD
*-
BEARING HEIGHT INCLUDES 3.2 (�")
BEDDING MATERIAL. EFFECTS OF BEVELED
SOLE PLATE ARE NOT INCLUDED.
IF BEVELED SOLE PLATE IS USED
CALCULATE INCREASED BEARING
HEIGHT ACCORDININGLY.
SHEET 4 OF 15
2 �"
4�"
4 �"
4 �"
2"
2�"
3"
5�"1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
2�"
2�"
2�"
2�"
2"
1 �"
2�"
2�"
2�"
2�"
2�"
2�"
2�"
2�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
41
41
48
48
54
54
54
57
7 �"
BEVELED SOLE PLATE DETAIL
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
5"
5�"
5�"
5�"
3"
H
MAX
THICKNESS
CL
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
5338
5782
6227
6672
1601
1735
1868
2002
8.835
9.835
10.710
11.585
12.335
13.085
13.710
14.460
15.085
15.710
16.210
16.835
17.335
17.835
18.335
18.835
19.335
20.335
21.210
21.960
22.835
23.585
8�"
9�"
9�"
224
250
272
294
313
332
348
367
383
399
412
428
440
453
466
478
491
517
539
558
580
599
162
182
185
184
192
197
215
220
227
232
234
DIRECTOR, BUREAU OF DESIGN
3�"
4�"
3"
3�"
SEPT. 20, 2010 SEPT. 20, 2010
ROTATION
(RADS.)A B C D E
200 20
250 25
300 30
350 35
400 40
450 45
500 50
550 55
600 60
650 65
700 70
750 75
800 80
850 85
900 90
950 95
1000 100
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
PE
R D
ES
IG
N (
BE
VE
LE
D S
OL
E P
LA
TE
)
1300
1500
1200
1100 110
130
120
150
140
0.03
0.03
0.03
0.03
0.03
QTY.
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
STANDARD
BUREAU OF DESIGN
BD-613M
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
28�"
16"
2"
2"
1"
1"
16" 18"
33�"
27" 24" 22"
21" 23"26"
21"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
5�"
16"
10�"
15"
16"
25�"
36"
38"
27"
29�"
31�"
38"
1�"
1�"
2�"
15�"
18�"
19�"
20�"
21�"
26�"
12�"
15�"
16�"
17�"
18�"
23�"
10�"
11�"
12�"
13�"
13�"
14�"
15�"
16�"
17�"
17�"
18�"
18�"
19�"
19�"
20�"
20�"
21�"
22�"
23�"
24�"
25�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
2�"
2�"
2�"
2�"
2�"
8�"
9�"
10�"
11�"
12�"
13�"
13�"
14�"
15�"
15�"
16�"
16�"
17�"
17�"
18�"
18�"
19�"
20�"
21�"
22�"
23�"
8�"
9�"
10�"
11�"
12�"
12�"
13�"
14�"
14�"
15�"
16�"
17�"
17�"
18�"
18�"
19�"
20�"
21�"
22�"
23�"
13�"
14�"
15�"
16�"
17�"
17�"
18�"
19�"
19�"
20�"
21�"
22�"
22�"
23�"
23�"
24�"
25�"
26�"
27�"
28�"
10�"
11�"
12�"
13�"
14�"
14�"
15�"
16�"
16�"
17�"
18�"
19�"
19�"
20�"
20�"
21�"
22�"
23�"
24�"
25�"
2�"
3�"
3�"
3�"
2�"
4�"
4�"
2 �"
2�"
2�"
1�"
1�"
3�"
3�"
2�"
4�"
2�"
3 �"
3�"
4�"
4 �"
3 �"
1�"
1�"
1�"
1�"
2�"
2�"
1�"
1�"
1�"
1�"
2�"
2�"
2�"
2�"
2 �"
2�"
2 �"
2 �"
3�"
3�"
3�"
3�"
3�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1 �"
1 �"
1 �" 8�"
8�"
7�"
7�"
7�"
7�"
7�"
7�"
6�"
6�"
6�"
6�"
6�"
6�"
5�"
5�"
5�"
5�"
1400
HIGH LOAD MULTI-ROTATIONAL
9�"
13�"
5�"
11�"
7 �" 3 �"
9 �" 5 �"
8�"
12�"
7�"
14�"
9 �"
9�"
15�"
6�"
8�"
13�"
4�"
9�"
1�"
13�"
16�"
23�"
24�"
26�"
10�"
11�"
12�"
13�"
14�"
15�"
18�"
20�"
15�"
17�"
14�"
21�"
22�"
8�" 4�"
10�"
11�"
16�"
28�"
13�"
25�"
1�"
1�"
1�"
11�"
18�"
19�"
20�"
27�"
28�"
30�"
31�"
32�"
36�"
7�"
13�"
14�"
21�"
22�"
23�"
27�"
10�"
11�"
18�"
19�"
20�"
24�"
2�"
2�"
17�"
24�"
27�"
34�"
23�"
28�"
31�"
11�"
17�"
22�"
23�"
24�"
25�"
14�"
19�"
20�"
21�"
22�"
20�"
36�"
27�"
14�"
11�"
13�"
25�"
21�"
24�"
26�"
33�"
5"
8�"
NEOPRENE DISC PTFE STAINLESS STEELSOLE PLATEMASONRY PLATE ANCHOR BOLT
G H J K L M N O P Q R S T U V W HH LL MM PP
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
PISTONVERTICAL
LOAD (KIPS)
HORIZONTAL
LOAD (KIPS)
BEARING
HEIGHT
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
VERTICAL
LOAD(KN)
HORIZONTAL
LOAD(KN)
*POT
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
11 �"
�"
�"
�"
�"
�"
10 �"
12 �"
13 �"
�"
�"
11 �"
�"
�"
�"
�"
�"
�"
POT BEARINGS - NON-GUIDED
ROTATION
(RADS.)A B C D E
PE
R D
ES
IG
N (
BE
VE
LE
D S
OL
E P
LA
TE
)
QTY.
NEOPRENE DISC PTFE STAINLESS STEELSOLE PLATEMASONRY PLATE ANCHOR BOLT
G H J K L M N O P Q R S T U V W HH LL MM PP
PISTONBEARING
HEIGHT*POT
890
1112
1334
1557
1779
2002
2224
2446
2669
2891
3114
3336
3558
3781
4003
4226
4448
4893
5338
5782
6227
6672
89
111
133
156
178
200
222
245
267
289
311
334
356
378
400
423
445
489
534
578
623
667
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
38
38
41
41
41
44
44
44
44
44
44
44
44
44
48
48
48
48
48
54
54
57
302
333
349
371
406
410
441
479
514
549
587
619
654
686
695
724
749
800
851
873
921
965
505
530
552
575
594
613
629
648
664
679
692
708
721
733
784
797
810
835
857
914
937
965
16"
195
208
219
230
240
249
257
267
275
283
289
297
303
310
325
332
338
351
362
381
392
406
94
110
117
129
146
148
164
183
200
217
237
252
270
286
281
295
308
333
359
360
384
406
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
32
32
32
32
32
32
32
32
32
32
32
32
32
32
38
38
38
38
38
44
44
44
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
352
378
400
422
441
460
476
495
511
527
540
556
568
581
594
606
619
645
667
686
708
727
276
302
324
346
365
384
400
419
435
451
464
479
492
505
518
530
543
568
591
610
632
651
51
55
58
61
65
70
70
80
80
80
86
86
93
93
93
99
99
105
105
112
118
118
264
289
311
333
352
371
387
406
422
438
451
467
479
492
505
518
530
556
578
597
619
638
38
39
43
48
48
52
53
57
61
62
62
66
67
71
71
75
75
80
81
85
89
90
13
15
14
13
17
18
17
23
19
18
24
20
26
22
22
24
24
26
25
27
29
28
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
25
25
29
32
32
35
35
38
41
41
41
44
44
48
48
51
51
54
54
57
60
60
225
251
273
295
314
333
349
368
384
400
413
429
441
454
467
479
492
518
540
559
581
600
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
13
13
13
13
13
13
13
21
24
24
27
27
27
30
30
30
33
33
33
33
37
37
37
37
40
40
43
43
43
7
8
8
9
9
10
10
11
12
12
12
13
13
14
14
14
15
16
16
17
17
18
219
244
267
289
308
327
343
362
378
394
406
422
435
448
460
473
486
511
533
552
575
594
346
371
394
416
435
454
470
489
505
521
533
549
562
575
587
600
613
638
660
679
702
721
270
295
318
340
359
378
394
413
429
445
457
473
486
498
511
524
537
562
584
603
625
645
*-
H
MAX
THICKNESS
CL BEARING HEIGHT INCLUDES 3.2 (�")
BEDDING MATERIAL. EFFECTS OF BEVELED
SOLE PLATE ARE NOT INCLUDED.
IF BEVELED SOLE PLATE IS USED
CALCULATE INCREASED BEARING
HEIGHT ACCORDININGLY.
SHEET 5 OF 15
3 �"
3 �"
1 �"
3"
3"
1�"
6�"
7"
DESIGN TABLES FOR NON-GUIDED POT BEARINGS - ENGLISH UNITS
DESIGN TABLES FOR NON-GUIDED POT BEARINGS - METRIC UNITS
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�" �"
BEVELED SOLE PLATE DETAIL
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
8.835
9.835
10.710
11.585
12.335
13.085
13.710
14.460
15.085
15.710
16.210
16.835
17.335
17.835
18.335
18.835
19.335
20.335
21.210
21.960
22.835
23.585
224
250
272
294
313
332
348
367
383
399
412
428
440
453
466
478
491
517
539
558
580
599
126
131
137
142
146
153
155
164
163
165
171
170
176
180
184
189
189
197
196
210
215
217
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010 SEPT. 20, 2010
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
STANDARD
BUREAU OF DESIGN
BD-613M
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
ROTATION
(RADS.) A B C D E G H KJ L NM RPO UTS V W
200
250
300
350
400
450
500
550
600
650
700
750
800
850
900
950
1000
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
X
PE
R D
ES
IG
N (
BE
VE
LE
D S
OL
E P
LA
TE
)
1300
1500
1400
1200
1100 0.03
0.03
0.03
0.03
0.03
QTY. Y
AA
130
150
140
110
120
100
95
90
85
75
80
65
70
60
55
30
40
50
45
35
20
25
QF
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2�"
2�"
2�"
2�"
2�"
1�" 23�"
2"
2"
34�"
22"
2"
2"
2"
33�"
34�"
35�"
26�"
18�"
19�"
19"
21�"
22�"
2�"
2�"
3�"
3�"
3�" 31�"
29�"
11�"
13�"
14�"
15�"
16�"
16�"
18�"
19�"
19�"
20�"
21�"
22�"
24�"
25�"
27"
27�"
27�"
25�"
27�"
30�"
31�"
35�"
37�"
38�"
39�"
40�"
41�"
44�"
45�"
46�"
9 �"
10�"
14�"
15�"
20�" 12�"
9�"
10�"17�"
8 �"
28�"
27�"
32�"
32�"
32�"
32�"
11�"
10�"
12�"
12�"
13�"
14�"
15�"
16�"
19�"
19�"
3 �"
4�"
5�"
5�"
6�"
6�"
6 �"
7�"
7�"
8�"
8 �"
9�"
9 �"
11�"
18�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
17�"
15�"
16�"
18�"
19�"
20�"
20�"
21�"
22�"
23�"
23�"
24�"
25�"
25�"
26�"
27"
27�"
28�"
29�"
30�"
31�"
14�"
16�"
17�"
18�"
20�"
21�"
22�"
23�"
23�"
24�"
25�"
26�"
26�"
28�"
28�"
29�"
33�"
31�"
2"
2�"
2�"
2�"
2�"
2 �"
2 �"
4�"
4 �"
3�"
3�"
3�"
3�"
3�"
3�"
3 �"
3 �"
3 �"
4�"
4�"
4�"
10�"
11�"
12�"
13�"
14�"
15�"
16"
17"
17�"
18�"
19�"
20�"
20�"
21�"
22�"
22�"
23�"
24�"
25�"
26�"
27�"
1�"
1�"
1�"
1�"
1 �"
2�"
2�"
2�"
2�"
2�"
2�"
2�"
2 �"
2 �"
3"
3�"
3�"
3�"
3�"
3�"
1"
1"
1"
1"
�"
�"
�"
�" �"
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�"
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�"
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�"
�"
�"
�"
�"
�"
�"
�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
2�"
2�"
2�"
2�"
2�"
8�"
9�"
10�"
11�"
12�"
13�"
13�"
14�"
15�"
15�"
16�"
16�"
17�"
17�"
18�"
18�"
19�"
20�"
21�"
22�"
23�"
�"
�"
�"
�"
�"
�"
�"
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�"
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�"
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�"
�"
�"
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�"
�"
1�"
1�"
1�"
2"
2"
2�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
17"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
2�"
2�"
10�"
11�"
12�"
13�"
14�"
15�"
16"
17�"
18�"
19"
19�"
20�"
20�"
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24�"
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1�"
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DDBB CC EE FF GG HH JJ NNLLKK MM OO PP
12"
23"
12�"
23"
2"
2"
32�"
1"
1"
1"
1"
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13"
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18"
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10�"
10�"
11"
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HIGH LOAD MULTI-ROTATIONAL
MASONRY PLATE ANCHOR BOLT SOLE PLATE NEOPRENE DISC GUIDE PLATE
GUIDE BARS PTFE STAINLESS STEEL
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
PISTONVERTICAL
LOAD (KIPS)
HORIZONTAL
LOAD (KIPS) Z
BEARING
HEIGHT
200
250
300
350
400
450
500
550
600
650
700
750
800
850
900
950
1000
1300
1500
1400
1200
1100
130
150
140
110
120
100
95
90
85
75
80
65
70
60
55
30
40
50
45
35
20
25
VERTICAL
LOAD (KIPS)
HORIZONTAL
LOAD (KIPS)
�"
�"
�"
29�"
�"
8"
7"
1�"
2"
2"
2"
2"
1�" 1�"
2"
2"
1"
1�"
1�"
7"
9�"
*
POT
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
11 �"
14 �"
16 �"
10 �"
10 �"
�"
�"
�"
13 �"
�"
16 �"
�"
�"
11 �"
�"
DESIGN TABLES FOR GUIDED POT BEARINGS (10% HORIZONTAL LOAD) - ENGLISH UNITS
POT BEARINGS - GUIDED
10% HORIZONTAL LOAD (ENGLISH)
*-
SHEET 6 OF 15
7.059
7.434
7.934
8.246
8.746
9.059
9.371
9.746
10.059
10.434
10.684
10.934
11.309
11.559
12.059
12.652
13.152
13.590
14.090
5.434
6.059
6.496
3�"
2 �"
3"
�"
�"
�"
�"
2"
2"
2�"
2�"
2�"
2�"
2�"
2�"
2�"
2�"
3" �"
�"
BEVELED SOLE PLATE DETAIL
H
MAX
THICKNESS
CL BEARING HEIGHT INCLUDES �"
BEDDING MATERIAL. EFFECTS OF BEVELED
SOLE PLATE ARE NOT INCLUDED.
IF BEVELED SOLE PLATE IS USED
CALCULATE INCREASED BEARING
HEIGHT ACCORDININGLY.
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
8.835
9.835
10.710
11.585
12.335
13.085
13.710
14.460
15.085
15.710
16.210
16.835
17.335
17.835
18.335
18.835
19.335
20.335
21.210
21.960
22.835
23.585
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010SEPT. 20, 2010
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
STANDARD
BUREAU OF DESIGN
BD-613M
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MASONRY PLATE SOLE PLATE NEOPRENE DISC GUIDE PLATE
GUIDE BARS PTFE STAINLESS STEEL
A B C D E F QTY G H J K L M N O P Q R S T U V W X Y Z
AA BB CC DD EE FF GG HH JJ KK LL MM NN OO PP
890 89 0.03 - 4 32 21 51 264 38 13 6 19 25 225 10 29 7 6 28
8 11 8 194 5 219
1112 111 0.03 - 4 32 21 55 295 39 15 6 22 25 251 10 32 8 6 31
8 11 8 216 5 241
1334 133 0.03 - 4 32 21 58 318 43 14 6 22 29 273 10 32 8 6 31
8 11 8 238 5 264
1557 156 0.03 - 4 32 21 61 346 48 13 6 25 32 295 10 35 9 6 34
8 11 8 257 5 283
1779 178 0.03 - 4 32 21 64 365 48 16 6 25 32 314 10 35 9 6 34
8 11 8 273 5 298
2002 200 0.03 - 4 32 21 70 391 52 18 6 29 35 333 10 38 10 6 37
8 11 8 289 5 314
2224 222 0.03 - 4 32 21 70 406 53 17 6 29 35 349 10 38 10 6 37
8 11 8 305 5 330
2446 245 0.03 - 4 32 21 80 432 57 23 6 32 38 368 10 38 11 6 37
8 11 8 321 5 346
2669 267 0.03 - 4 32 21 80 448 61 19 6 32 41 384 10 41 12 6 41
8 11 8 333 5 359
2891 289 0.03 - 4 32 21 80 464 62 18 6 32 41 400 10 41 12 6 41
8 11 8 349 5 375
3114 311 0.03 - 4 32 21 86 483 62 24 6 35 41 413 10 41 12 6 41
8 11 8 362 5 387
3336 334 0.03 - 4 32 21 86 498 66 20 6 35 44 429 10 41 13 6 44
8 11 8 375 5 400
3558 356 0.03 - 4 32 21 93 518 67 26 6 38 44 441 10 45 13 6 44
8 11 8 387 5 413
3781 378 0.03 - 4 32 21 93 530 71 22 6 38 48 454 10 45 14 6 44
8 11 8 397 5 422
4003 400 0.03 - 4 38 21 93 543 71 22 6 38 48 467 10 45 14 6 44
8 11 8 410 5 435
4226 423 0.03 - 4 38 21 99 562 75 24 6 41 51 479 13 45 14 6 47
8 11 8 419 5 445
4448 445 0.03 - 4 38 21 99 575 75 24 6 41 51 492 13 48 15 6 47
8 11 8 432 5 457
4893 489 0.03 - 4 38 21 105 600 80 26 6 41 54 518 13 48 16 6 47
8 11 8 451 5 476
0.03 - 4 38 21 109 629 81 28 6 44 54 540 13 48 16 6 50
8 11 8 473 6 498
0.03 - 4 44 21 115 654 85 30 6 48 57 559 13 51 17 6 50
8 11 8 492 6 518
0.03 - 4 44 21 115 676 89 26 6 48 60 581 13 51 17 6 53
8 11 8 511 6 537
0.03 - 4 44 21 122 702 90 32 6 51 60 600 13 54 18 6 53
8 11 8 527 6 552
PE
R D
ES
IG
N (
BE
VE
LE
D S
OL
E P
LA
TE
)
HIGH LOAD MULTI ROTATIONAL
ANCHOR BOLTVERTICAL
LOAD(KN)
HORIZONTAL
LOAD(KN)
ROTATION
(RADS.)
BEARING
HEIGHT
PISTON
890 89
1112 111
1334 133
1557 156
1779 178
2002 200
2224 222
2446 245
2669 267
2891 289
3114 311
3336 334
3558 356
3781 378
4003 400
4226 423
4448 445
4893 489
VERTICAL
LOAD(KN)
HORIZONTAL
LOAD(KN)
*
*-
POT
DESIGN TABLES FOR GUIDED POT BEARINGS (10% HORIZONTAL LOAD) - METRIC UNITS
POT BEARINGS - GUIDED
10% HORIZONTAL LOAD (METRIC)
SHEET 7 OF 15
138.024
153.899
164.998
179.299
188.824
201.524
209.448
222.148
230.099
238.023
247.548
255.499
265.024
271.374
277.724
287.249
293.599
306.299
321.361
334.061
345.186
357.886
48
51
51
54
54
57
57
60
60
64
64
64
64
64
70
70
70
70
76
83
83
83
302
333
375
384
425
429
460
470
486
502
521
537
556
578
581
616
638
686
689
708
749
791
606
645
667
702
721
752
768
794
816
832
851
873
892
905
956
981
994
1019
1057
1121
1149
1175
94
110
130
135
156
157
173
178
186
194
203
211
221
232
224
241
252
276
278
278
298
319
387
419
441
470
489
514
530
556
572
587
606
622
641
654
667
686
699
724
752
778
800
826
378
416
438
473
492
524
540
565
587
603
622
645
664
676
689
714
727
752
791
816
845
870
264
295
318
346
365
391
406
432
448
464
483
498
518
530
543
562
575
600
629
654
676
702
35
38
38
41
41
44
44
44
48
48
48
51
51
51
51
54
54
54
57
57
60
60
35
38
38
41
41
44
44
44
48
48
48
51
51
51
51
54
54
54
57
57
60
60
387
419
441
470
489
514
530
556
572
587
606
622
641
654
667
686
699
724
752
778
800
826
16
19
19
22
22
25
25
25
29
29
29
32
32
32
32
35
35
35
38
38
41
41
257
289
311
340
359
384
400
425
441
457
476
492
511
524
537
556
568
594
622
648
670
695
384
416
438
467
486
511
527
552
568
584
603
619
638
651
664
683
695
721
749
775
797
822
384
416
438
467
486
511
527
552
568
584
603
619
638
651
664
683
695
721
749
775
797
822
22
25
25
29
29
32
32
32
35
35
35
38
38
38
38
41
41
41
44
44
48
48
246
265
276
294
303
319
327
340
351
359
368
379
389
395
411
424
430
443
462
484
498
511
BEVELED SOLE PLATE DETAIL
H
MAX
THICKNESS
CL
BEARING HEIGHT INCLUDES 3.2
BEDDING MATERIAL. EFFECTS OF BEVELED
SOLE PLATE ARE NOT INCLUDED.
IF BEVELED SOLE PLATE IS USED
CALCULATE INCREASED BEARING
HEIGHT ACCORDINGLY.
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
5338
5782
6227
6672
534
578
623
667
5338
5782
6227
6672
534
578
623
667
224
250
272
294
313
332
348
367
383
399
412
428
440
453
466
478
491
517
539
558
580
599
166
177
180
191
194
208
207
219
225
228
234
236
246
246
252
260
263
268
279
294
296
305
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010 SEPT. 20, 2010
ROTATION
(RADS.) A B C D E G H KJ L N RPO S
200
250
300
350
400
450
500
550
600
650
700
750
800
850
900
950
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
PE
R D
ES
IG
N (
BE
VE
LE
D S
OL
E P
LA
TE
)
1300
1200
1100 0.03
0.03
0.03
0.03
0.03
QTY.
180
420
450
390
360
255
300
330
285
270
240
225
210
195
165
150
135
120
75
105
90
60
DDAA BB CC EE FF GG HH JJ NNLL MM OO PP
F
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Q
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
STANDARD
BUREAU OF DESIGN
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
2�"
18�"
17�"
28�"
25�"
1�"
1�"
19�"
18�"
17�"
12�"
9�"
11�"
10�"
12�"
25�"
34�"
33�"
20�"
2�"
2�"
19�" 20�"
30�"
32"
29�"
21�"
2�"
32"
30�"
29�"
21�"
3�"
34�"
33�"
28�"
25�"
4�" 4�"
1�"
2�"
3�"
3�"
3�"
3�"
2�"
15�"
20�"
51�"
47�"
44�"
26�"
31�"
27�"
22�"
16�"
17�"
1�"
1�"
16�"
14�"
15�"
15�"
16�"
2�"
30�"
29�"
12�"
35�"
37�"
34�"
33�"
23�"
17�"
2�"
21�"
34�"
33"
28�"
25"
1�"
1�"
3�"
3�"
34�"
33"
28�"
25"
4�"
3�"
2�"
2�"
35�"
27�"
22�"
17�"
16�"
4�"
3�"
4�"
3�"
4�"
1�"
2�"
2�"
3�"
26�"
18�"
16�"
17�"
32�"
45"
38�"
39�"
37"
13�"
20�"
8�"
29�"
21�"
1�" 14�"
16�"
8�"
17�"
9�"
33�"
31�"
31"
32�"
42�"
32�"
31�"
23�"
26�"
1�"
1�"
1�"
3�"
26�"
3�"
2�"
32�"
31"
29�"
21�"3�"
2�"
3�"
2�"
1�"
2�"
2�"
20�"
7�"
5�"
6�"
18�" 1�"
15�"
13�"
16�"
13�"
10�"
17�"
14�"
11�"
11�"
2�"
2�"
20�" 21�"
35�"
27�"
17�"
22�"
16�"
3�"
2�"
35�"
27�"
22�"
17�"
16�"
3�"
2�"
4�"
18�"
2�"
3�"
2�"
2�"
3�"
21�"
19�"
43�"
43�"
41�"
34�"
19�"
14�"
9�"
27�"
24�"
20�"
1�"
1�"
10�"
15�"
13�"
14�"
13�"
10�"
15�"
14�"
11�"
3 �"
3 �"
3 �"
28�"
52�"
55�"
56�" 13�" 43�"
39�"
30�"
29�"
28�"
27�"
19�"
26�"
25"
17�"
20�"
18�"
21�"
28�"
1�"
1�"
1�"
1�"
1�"
2�"
3�"
1�"
28�"
4�"
3�"
27�"
24�"
20�"
5�"
4�"
3�"
2�"
5�"
4�"
3�"
2�"
1�"
2�"
26�"
1�"
1�"
1�"
11�"
15�"
12�"
7�"
16�"
13�"
8�"
22�"
11�"
23�"
18�" 19�"
27�"
24�"
20�"
4�"
3�"
2�"
27�"
24�"
20�"
3�"
2�"
26�"
4�"
3�"
4�"
3�"
1�"
2�"
2�"
3�"
3�"
18�" 7�"
29"
1�"
1�"
17�"
18�"
16�"
8�"
9�"
24�" 22�"
25�"
23�"
19�"
4�"
3�"
2�"
25�"
23�"
19�"
4�"
3�"
2�"
29"
4�"
3�"
4�"
3�"
3�"
1�"
2�"
6 �"
11�"
15�"
16�"
12�"
3 �"
16�"
6�"
4�"
4 �"
1500
19�"
4�"
28�"
24�"
25�"
22�"
23�"
24"
20"
12�"
14�"
48�"
49�"
45�"
21�"
5"
25�"
23�"
19�"
2"
2"
1"
1"
17"
12"
18"
13"
28�"
54�" 40�"
36�"
35"
21"
22"
18�"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
18�"
26�"
23�"
19�"
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2"
2"
3"
1000
19�" 9�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1�"
1 �"
3�"
2�"
2�"
4�"
3�"
3�"
3�"
2�"
2�"
3 �"
3 �"
2�"
3 �"
3 �"
2 �"
2�"
4�"
4�"
4�"
4 �"
4�"
5�"
1�"
1 �"
1 �"
2�"
2�"
2�"
2�"
12�"
8�"
9�"
9�"
10�"
10�"
12�"
3�"
13�"
14�"
16�"
16�"
3�"
3�"
3�"
3 �" 1�"
1�"
1�"
1"
2 �"
2�"
2�"
2�"
2 �"
3�"
8�"
7 �"
13�"
1400
MASONRY PLATE ANCHOR BOLT SOLE PLATE NEOPRENE DISC
GUIDE BARS PTFE STAINLESS STEEL
HIGH LOAD MULTI-ROTATIONAL
BD-613M
4
6
8
4
6
8
4
6
8
4
6
8
4
6
4
6
4
4
4
4
4
4
VERTICAL
LOAD (KIPS)
HORIZONTAL
LOAD (KIPS)
BEARING
HEIGHT
M
19�"
29�"
30�"
22�"
11�"
28�"
27�"
20�"
18�"
26�"
24�"
20�"
17�"
13�"
23�"
21�"
12�"
22�"
24�"
16�"
15�"
14�"
T
KK
25�"
27"
24�"
16�"
29�"
28"
23�"
20"
21�"
30�"
22�"
17�"
11�"
12�"
23�"
22�"
19�"
15�"
20�"
18�"
14�"
13�"
U V W X ZY
30�"
22�"
17�"
11�"
12�"
13�"
28�"
23�"
20�"
20�"
18�"
14�"
21�"
26�"
27�"
24�"
16�"
22�"
19�"
15�"
24�"
2�"
3�"
3�"
2�"
3�"
3�"
3�"
4�"
4�"
3�"
3�"
4�"
3�"
3�"
4 �"
4 �"
2�"
2�"
1�"
1�"
1�"
2�"
2�"
2�"
1�"
1�"
2�"
1�"
1�"
1�"
2"
1�"
1�"
2�"
2�"
2�"
2�"
2�"
2�"
2�"
GUIDE PLATEPISTON
200
250
300
350
400
450
500
550
600
650
700
750
800
850
900
950
1300
1200
1100
180
420
450
390
360
255
300
330
285
270
240
225
210
195
165
150
135
120
75
105
90
60
1500
1000
1400
VERTICAL
LOAD (KIPS)
HORIZONTAL
LOAD (KIPS)
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�" �"
�"
�"
�"
�"
�"�"
�"�"
�"
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�"�"
�"�"
�"�"
�"�"
�"�"
�"�"
�"�"
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�"�"
�"
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�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"�"
�"
�"
�"
�"
2�"
3�"
3�"
3�"
3�"
7"
7�"
9"
9�"
2"
2�"
3"
4�"
29�"
2�"
3"
3�"
3�"
4"
4"
4�"
5"
2�"
3"
3�"
4"
4"
4�"
5"
�"
�"
�"
�"
�"
�"
�"
1�"
2"
2�"
3�"
4�"
3"
3�"
1�"
2�"
3"
3�"
4"
POT
�"
�"
�"
�"
1 �"
1 �"
10 �"
10 �"
23 �"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
13 �"
�"
�"
�"
�"
�"
22 �"
13 �"
�"
�"
�"
�"
DESIGN TABLES FOR GUIDED POT BEARINGS (30% HORIZONTAL LOAD) - ENGLISH UNITS
POT BEARINGS - GUIDED
30% HORIZONTAL LOAD (ENGLISH)
*-
SHEET 8 OF 15
5.934
6.559
7.121
7.684
8.184
8.684
9.121
9.496
9.934
10.371
10.621
11.059
11.434
11.684
12.059
12.309
12.715
13.340
13.902
14.402
14.965
15.465
2"
3"
3"
3�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
11 �"
14�"
14 �"
16 �"
2"
2�"
2�"
3"
3 �"
3 �"
�"
�"
�"
�"
1"
12�"
12�"
BEVELED SOLE PLATE DETAIL
H
MAX
THICKNESS
CL
BEARING HEIGHT INCLUDES �"
BEDDING MATERIAL. EFFECTS OF BEVELED
SOLE PLATE ARE NOT INCLUDED.
IF BEVELED SOLE PLATE IS USED
CALCULATE INCREASED BEARING
HEIGHT ACCORDININGLY.
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
8.835
9.835
10.710
11.585
12.335
13.085
13.710
14.460
15.085
15.710
16.210
16.835
17.335
17.835
18.335
18.835
19.335
20.335
21.210
21.960
22.835
23.585
11�"
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010 SEPT. 20, 2010
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
STANDARD
BUREAU OF DESIGN
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MASONRY PLATE SOLE PLATE NEOPRENE DISC GUIDE PLATE
GUIDE BARS PTFE STAINLESS STEEL
A B C D E F QTY G H J K L M N O P Q R S T U V W X Y Z
890 267 0.03 - 32 21 55 289 40 15 6 32 25 225 10 9 6
1112 334 0.03 - 32 21 55 321 41 13 6 35 25 251 10 10 6
1334 400 0.03 - 38 21 61 349 46 15 6 38 29 273 10 11 6
1557 467 0.03 - 38 21 64 378 50 14 6 41 32 295 10 11 6
1779 534 0.03 - 38 21 67 403 51 16 6 44 32 314 10 12 6
2002 600 0.03 - 44 24 74 429 56 18 6 48 35 333 10 13 6
2224 667 0.03 - 44 24 74 451 57 17 6 51 35 349 10 14 7
2446 734 0.03 - 44 27 80 470 61 19 6 51 38 368 10 14 7
2669 801 0.03 - 51 27 86 492 65 22 6 54 41 384 10 15 7
2891 867 0.03 - 51 30 86 514 66 21 6 57 41 400 10 16 8
3114 934 0.03 - 51 30 86 527 66 20 6 57 41 413 10 16 8
3336 1001 0.03 - 51 30 93 549 70 22 6 60 44 429 10 17 8
3558 1068 0.03 - 44 33 93 568 71 22 7 64 44 441 10 18 8
3781 1134 0.03 - 44 33 99 581 75 24 7 64 48 454 10 18 9
4003 1201 0.03 - 51 33 99 600 76 23 7 67 48 467 10 19 9
4226 1268 0.03 - 51 37 103 613 80 23 7 67 51 479 13 19 9
4448 1334 0.03 - 51 37 103 632 80 22 7 70 51 492 13 20 9
4893 1468 0.03 - 51 40 109 664 85 24 8 73 54 518 13 21 10
0.03 94 51 40 112 692 86 26 8 76 54 540 13 22 10
0.03 98 51 43 122 718 91 31 8 79 57 559 13 23 11
0.03 51 43 122 746 95 27 9 83 60 581 13 23 11
0.03 51 46 133 772 96 37 9 86 60 600 13 24 12
AA BB CC DD EE FF GG HH JJ KK LL MM NN OO PP
194 5 219
216 5 241
238 5 264
257 5 283
273 5 298
289 5 314
305 5 330
321 5 346
333 5 359
349 5 375
362 5 387
375 5 400
387 5 413
397 5 422
410 5 435
419 5 445
432 6 457
451 6 476
473 6 498
492 6 518
511 6 537
527 6 552
HIGH LOAD MULTI ROTATIONAL
ANCHOR BOLT
PE
R D
ES
IG
N (
BE
VE
LE
D S
OL
E P
LA
TE
)
BD-613M
8
8
8
8
4
4
4
4
4
4
4
4
4
4
4
4
6
6
6
6
6
6
VERTICAL
LOAD(KN)
HORIZONTAL
LOAD(KN)
ROTATION
(RADS.)
BEARING
HEIGHT
PISTON
890 267
1112 334
1334 400
1557 467
1779 534
2002 600
2224 667
2446 734
2669 801
2891 867
3114 934
3336 1001
3558 1068
3781 1134
4003 1201
4226 1268
4448 1334
4893 1468
VERTICAL
LOAD(KN)
HORIZONTAL
LOAD(KN)
*
POT
DESIGN TABLES FOR GUIDED POT BEARINGS (30% HORIZONTAL LOAD) - METRIC UNITS
POT BEARINGS - GUIDED
30% HORIZONTAL LOAD (METRIC)
*-
SHEET 9 OF 15
150.724
166.599
180.873
195.174
207.874
220.574
231.673
241.198
252.324
263.423
269.773
280.899
290.424
296.774
306.299
312.649
322.961
338.836
353.111
365.811
380.111
392.811
327
359
387
425
441
467
505
508
530
552
565
600
610
622
641
673
714
714
749
768
800
848
683
727
800
835
870
940
872
997
1064
1095
1114
1143
1133
1146
1210
1232
1260
1299
1337
1375
1413
1445
284
306
333
351
368
394
410
422
446
462
471
486
491
497
519
530
545
564
583
602
621
637
106
122
127
146
154
157
176
178
179
191
197
214
229
235
235
251
271
271
289
298
314
338
103
108
413
445
473
502
527
552
575
594
616
638
651
673
692
705
724
737
756
787
816
841
870
895
454
498
533
568
603
635
667
692
721
752
772
800
829
841
867
889
918
956
994
1032
1070
1102
32
35
35
38
38
41
41
41
48
48
51
51
54
54
54
57
57
57
57
64
64
67
53
60
63
66
69
72
75
80
80
86
86
93
93
93
99
99
105
105
112
115
122
122
289
321
349
378
403
429
451
470
492
514
527
549
568
581
600
613
632
664
692
718
746
772
60
67
70
73
76
79
83
86
89
92
95
98
102
102
105
108
111
114
117
125
127
130
60
67
70
73
76
79
83
86
89
92
95
98
102
102
105
108
111
114
117
125
127
130
413
445
473
502
527
552
575
594
616
638
651
673
692
705
724
737
756
787
816
841
870
895
8
8
8
8
10
10
11
11
11
13
13
13
14
14
14
16
16
16
17
17
19
19
8
8
8
8
10
10
11
11
11
13
13
13
14
14
14
16
16
16
17
17
19
19
12
12
12
11
13
13
14
14
14
16
16
16
17
17
17
19
19
19
21
21
22
22
41
48
51
54
57
60
64
67
70
73
76
79
83
83
86
89
92
95
98
105
108
111
283
314
343
371
397
422
445
464
486
508
521
543
562
575
594
606
625
657
686
711
740
765
410
441
470
498
524
549
572
591
613
635
648
670
689
702
721
733
752
784
813
838
867
892
410
441
470
498
524
549
572
591
613
635
648
670
689
702
721
733
752
784
813
838
867
892
48
54
57
60
64
67
70
73
76
79
83
86
89
89
92
95
98
102
105
111
114
117
51
54
60
60
64
70
70
76
83
83
83
83
82
82
88
88
88
94
94
100
99
99
BEVELED SOLE PLATE DETAIL
H
MAX
THICKNESS
CL
BEARING HEIGHT INCLUDES 3.2
BEDDING MATERIAL. EFFECTS OF BEVELED
SOLE PLATE ARE NOT INCLUDED.
IF BEVELED SOLE PLATE IS USED
CALCULATE INCREASED BEARING
HEIGHT ACCORDINGLY.
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
5338
5782
6227
6672
1601
1735
1868
2002
5338
5782
6227
6672
1601
1735
1868
2002
224
250
272
294
313
332
348
367
383
399
412
428
440
453
466
478
491
517
539
558
580
599
199
210
225
233
242
262
263
282
302
309
311
323
328
333
344
354
359
372
381
407
412
427
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010 SEPT. 20, 2010
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
BD-613M
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
A
B/2 (T
YP
.)
D (TYP.) C/2 (TYP.)
PO
T H
EIG
HT
RE
CE
SS
P
O
BA
SE
PO
T
MA
SO
NR
Y P
L.
A
A
L
N
CLEARANCE
R
PO
T D
EP
TH
DIS
C
NE
OP
RE
NE
T
X
RE
CE
SS
H
(RING WIDTH)
SOLE PLATE PISTON
NEOPRENE DISC
MASONRY PLATE
3 FLAT SEALING
RINGS (TYP.)
C GIRDER/BEAM
C B
EA
RIN
GS
L
L
SEALING
CAULK
SECTION A-A
SEE DETAIL A
& N
EO
PR
EN
E D
ISC
V- PIS
TO
N D
IA.
DETAIL A
C ANCHOR BOLTSL
Q- P
OT
WA
LL
TH
ICK
NE
SS
C ANCHOR BOLTL
E (
TY
P.)
C A
NC
HO
R B
OL
TL
K/2 (TYP.)
J/2
(T
YP
.)
C- MASONRY PLATE
K- SOLE PLATE
B- M
AS
ON
RY
PL
AT
E
J- S
OL
E P
LA
TE
PP
BE
AR
IN
G H
EIG
HT
HOLE DIAMETER
G+12.7(�")(TYP)
FIXED POT BEARING PLAN
132( ")0.8
CLEARANCE
332
( ")
2.4
RIN
G T
HIC
KN
ES
S
132( ")0.8
STANDARD
HIGH LOAD MULTI ROTATIONAL
S- I.D
. PO
T
M- P
OT D
IA.
POT
RAD=4.8
(�")
POT BEARINGS - FIXED
DETAILS
BEDDING
MATERIAL
3.2 (�")
SHEET 10 OF 15
SO
LE
PL
.
PO
T H
EIG
HT
RE
CE
SS
P
O
BA
SE
PO
T
MA
SO
NR
Y P
L.
A
L
N
R
PO
T D
EP
TH
DIS
C
NE
OP
RE
NE
T
H
(RING WIDTH)
3 FLAT SEALING
RINGS (TYP.)
SEALING
CAULK
PP
BE
AR
IN
G H
EIG
HT
132( ")0.8
CLEARANCE
33
2( ")
2.4
RIN
G T
HIC
KN
ES
S
RAD=4.8
(�")
BEDDING
MATERIAL
3.2 (�")
SO
LE
PL
.
WELD AS PER DESIGN
ALTERNATE SOLE PLATE ATTACHMENT
FOR FIXED BEARINGS ONLY
FOR ADDITIONAL DETAILS, SEE SHEETS 14 AND 15.
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010 SEPT. 20, 2010
A
A
C/2 (TYP.)
B/2
(T
YP
.)
RE
CE
SS
A
MA
SO
NR
Y P
L.
NE
OP
RE
NE
DIS
C
PO
TP
OT
DE
PT
H
BA
SE
PO
T H
EIG
HT
(RING WIDTH)
SO
LE
PL
.
SEALING CAULK
Q-P
OT
WA
LL
TH
ICK
NE
SS
SOLE PLATE
NEOPRENE DISC
PISTON
MASONRY PLATE
1.6
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
BD-613M
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
3 FLAT SEALING
RINGS (TYP.)
MIN.
2.4
HH
-P
TF
E D
IA
.
L
NO
R
P
PP
SECTION A-A
DETAIL A
T
V-P
ISTO
N D
IA.
C B
EA
RIN
G
C GIRDER/BEAM
L
L
4.8 (�")P
TF
E
C ANCHOR BOLTSL
C ANCHOR BOLTL
C A
NC
HO
R B
OL
TLC A
NC
HO
R B
OL
TL
SEAL
B-M
AS
ON
RY
PL
AT
E
C-MASONRY PLATE
SEE DETAIL A
H
BE
AR
IN
G H
EIG
HT
LL
/2 (
TY
P)
J/2 (T
YP
)
MM/2 (TYP)
K/2 (TYP)
MM-STAINLESS STEEL
K-SOLE PLATE
J-S
OL
E P
LA
TE
LL
-S
TA
IN
LE
SS
ST
EE
L
HOLE DIAMETER
G+12.7(�")(TYP.)
S-I.D
. PO
T
& N
EO
PREN
E D
ISC
M-POT DIA
.
POT
(�")
( ")132
332
( ")
2.4
RIN
G T
HIC
KN
ES
S
332
( ")
2.4 P
TF
E R
EC
ES
S
0.8
CLEARANCE
STANDARD
HIGH LOAD MULTI ROTATIONAL
( ")332
3.2 (�") MIN
RAD=4.8
(�")
DETAILS
POT BEARINGS - NON-GUIDED
NON-GUIDED POT BEARING PLAN
BEDDING
MATERIAL
3.2 (�")
SHEET 11 OF 15
D (TYP)
E (
TY
P)
2.3
(13 G
AU
GE
) S
TA
IN
LE
SS
ST
EE
L
FOR ADDITIONAL DETAILS, SEE SHEETS 14 AND 15
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010 SEPT. 20, 2010
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
BD-613M
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
A A
B/2
(T
YP
.)
E (
TY
P.)
D (TYP.) C/2 (TYP.)
C B
EA
RIN
GL
LC GIRDER/BEAM
Q-
PO
T W
AL
L
TH
ICK
NE
SS
C- MASONRY PLATE
B- M
AS
ON
RY
PL
AT
E
A A
GG (TYP.)
C B
EA
RIN
GL
LC GIRDER/BEAM
HH
- P
TF
E
KK
- G
UID
E P
LA
TE
PT
FE
Z- G
UID
E P
LA
TE
LL
- S
TA
IN
LE
SS
ST
EE
L &
NN
- G
.B.
ST
AIN
LE
SS
ST
EE
L
J- S
OL
E P
LA
TE
& C
C- G
UID
E B
AR
S
HH- PTFE
MM- STAINLESS STEEL
Z- GUIDE PLATE
K- SOLE PLATE
R=12.7 (�")
HOLE DIAMETER
G+ 12.7(�")(TYP.)
SECTION B-B
SECTION C-C
STANDARD
HIGH LOAD MULTI ROTATIONAL
M- POT DIA.
POT BEARINGS - GUIDED
DETAILS - 1
S- I.D
.PO
T
& N
EO
PREN
E D
ISC
SOLE PLATE
NEOPRENE DISC
MASONRY PLATE
GUIDE BARS
GUIDE PLATE
L
C
B
POT
C ANCHOR BOLT
C
B
ELEVATION
PISTON
BEDDING MATERIAL
SHEET 12 OF 15
LC ANCHOR BOLT
LC A
NC
HO
R B
OL
T
V- P
IS
TO
N D
IA
(NOTE: PISTON NOT SHOWN FOR CLARITY)
FOR ADDITIONAL DETAILS, SEE SHEETS 13, 14 AND 15
LC GIRDER/BEAM
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010SEPT. 20, 2010
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
BD-613M
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
PISTON
SEE DETAIL B
SECTION A-A
STANDARD
HIGH LOAD MULTI ROTATIONAL
POT BEARINGS
GUIDED DETAILS - 2
LC ANCHOR BOLT
SOLE PLATEGUIDE PLATE
NEOPRENE DISC
GUIDE BARS
POT
MASONRY PLATE
PP
- B
EA
RIN
G H
EIG
HT
BEDDING MATERIAL SEE DETAIL A
GUIDE PLATE PTFE DETAIL
25.4
28.6
( 1")
152.4 (6") MAX. SPACING
(1�")
FF
EEG
(DD)
GUIDE BAR WELD DETAIL
STAINLESS STEEL WELD DETAIL
SHEET 13 OF 15
STAINLESS STEEL
P
A
M
AS
ON
RY
PL
.
O
POT BASE
N
POT DEPTH
Y- GUIDE PL.
SEALING CAULK
RE
CE
SS
T
RING WIDTH
H
SOLE PL.
1.6 (�") CLEARANCE
4.8 (�") PTFE
X- RECESS
AA
- G
UID
E B
AR
3.2 (�") BEDDING MATERIAL
332( ")2.4
RING THICKNESS
132( ")0.8
CLEARANCE
332( ")2.4 PTFE RECESS
2.3 (13 GAUGE) STAINLESS STEEL
132( ")0.8 CLEARANCE
L- P
OT
HE
IG
HT
2.3 (13 GAUGE) STAINLESS STEEL
OO
GUIDE BAR
STAINLESS STEEL
7.9(�")
6.4(�")
JJ
GUIDE PL.
PTFE
DETAIL B
GUIDE PL. PTFE THICKNESS
3 FLAT RINGS
Y- GUIDE PL.
X- RECESS
AA
- G
UID
E B
AR
132( ")0.8 CLEARANCE
2.3 (13 GAUGE) STAINLESS STEEL
OO
GUIDE BAR
STAINLESS STEEL
7.9(�")
6.4(�")
JJ
GUIDE PL.
PTFE
GUIDE PL. PTFE THICKNESS
ALTERNATE GUIDE BAR FABRICATION DETAIL
(GUIDE BAR FABRICATED FROM SINGLE PLATE)
RAD.=4.8
(�")
BB
GUIDE
BAR
BB
GUIDE
BAR
H
SOLE PL.
4.8 (�") PTFE
332( ")2.4 PTFE RECESS
2.3 (13 GAUGE) STAINLESS STEEL
1.6 (�") CLEARANCE
1.6
(�")
1.6
(�")
(RECESS IS HALF PTFE THICKNESS)
(RECESS IS HALF PTFE THICKNESS)
FOR ADDITIONAL DETAILS, SEE SHEETS 14 AND 15
HOLES DRILLED & TAPPED TO A MIN. DEPTH OF 12.7 (�")
FOR #10 STAINLESS STEEL CTSK. SCREWS (RECESS HEADS
MIN. 1.6 (�") BELOW PTFE) IN ADDITION, ATTACH PTFE
TO GUIDE PLATE WITH ADHESIVE.
DETAIL A
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
R -NEOPRENE
DISC
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010 SEPT. 20, 2010
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
BD-613M
PISTON DETAIL
DEPTH OF RADIUS
PIS
TO
N F
AC
E
WID
TH
MIN
.
457 (1’-6")
MIN
. E
MB
ED
.
BEARING SEAT
G
U
WELD
AS PER DESIGN
E (
TY
P.)
B/2 (T
YP
.)
D (TYP.) C/2 (TYP.) D (TYP.) C/2 (TYP.)
B/2
(T
YP
.)
F (
TY
P.)
E (
TY
P.)
C C
B
B
ANCHOR BOLT LOCATION PLAN - 6 AND 8 ANCHOR BOLTS
12.7 (�") M
IN
SWEDGED
ANCHOR BOLT
PEEN THREADS AFTER
HEX NUT INSTALLATION
HOLE DIAMETER
G + 12.7 (�") (TYP)
HOLE DIAMETER
G + 12.7 (�") (TYP)
MARK LONGITUDINAL
DIRECTION ON TOP
H
OF SOLE PLATE
LO
NG
IT
UD
IN
AL
DIR
EC
TIO
N
MAX
THICKNESS
SOLE PLATE PLAN SIDE VIEW
STANDARD
HIGH LOAD MULTI-ROTATIONAL
POT BEARINGS
GENERAL NOTES AND DETAILS
RECESS FIXED
BEARING SOLE
PLATE ONLY
RECESS FOR PTFE
ON NON-GUIDED
BEARINGS ONLY
4.8(�")
1.
2.
3.
4.
5.
6.
7.
8.
9.
NOTES: DESIGNER TO INCLUDE THE FOLLOWING NOTES TO THE CONTRACT DRAWINGS
A. GENERAL NOTES: B. MATERIALS:
BEARING SEAT
G
12.7 (�") M
IN
SWEDGED
ANCHOR BOLT
PEEN THREADS AFTER
HEX NUT INSTALLATION
A
A
W
3.2(�")
MUST BE MARKED ON
THICKER EDGE OF
SOLE PLATE
CL
SHEET 14 OF 15
3.2 (�") BEDDING
MATERIAL
3.2 (�") BEDDING
MATERIAL
NOTE: CAN BE USED IN LIEU OF RECESSING POT PLATE.
P
PIS
TO
N
TEST ONE BEARING PER TYPE OR PER LOT
SIZE OF 25 FOR A HORIZONTAL FORCE
CAPACITY PRIOR TO SHIPMENT.
1.
2.
3.
ALTERNATE POT PLATE ATTACHMENT
HEX NUT AND WASHER (TYP)
NUT TO BE DRAWN UP FINGER
TIGHT THEN BACK OFF �TURN
HEX NUT AND WASHER (TYP)
NUT TO BE DRAWN UP FINGER
TIGHT THEN BACK OFF �TURN
ANCHOR BOLT DETAIL 2
STANDARD PIPE
FILL WITH
GROUT
~
CLOSURE
PLATE
SWEDGED ANCHOR BOLT
12.7 (�") MINPEEN THREADS AFTER
HEX NUT INSTALLATION
BEARING SEAT
3.2 (�" ) BEDDING
MATERIAL
HEX NUT AND WASHER (TYP)
NUT TO BE DRAWN UP FINGER
TIGHT THEN BACK OFF �TURN
P
G
A
MIN
. E
MB
ED
.
457 (1’-6")
2"
PREFERRED
ALTERNATE
D. ANCHOR BOLT INSTALLATION:
1.
2.
3.
4.
10.
11.
12.
13.
14.
15.
16.
17.
18.
ANCHOR BOLT DETAIL 1
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
IF ANCHOR BOLTS ARE INSTALLED BEFORE THE MASONRY
PLATE INSTALLATION, USE ANCHOR BOLT DETAIL 1.
THE USE OF A BLOCKOUT FORM IS OPTIONAL.
IF ANCHOR BOLTS ARE INSTALLED AFTER THE BEARINGS
ARE INSTALLED, USE ANCHOR BOLT DETAIL 2.
IF BLOCKOUTS ARE USED, REMOVE BLOCKOUT FORM AND
DEBRIS FROM HOLE PRIOR TO GROUTING. INSTALL
NON-SHRINK GROUT IN ACCORDANCE WITH PUBLICATION
408, SECTION 1001. DO NOT GROUT UNTIL ALL GIRDER UNITS
ARE PROPERLY ALIGNED.
PREVENT WATER FROM ACCUMULATING IN THE PREFORMED
ANCHOR BOLT HOLES OR STANDARD PIPE AND ENSURE THE
HOLES ARE COMPLETELY FILLED WITH GROUT.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
457 (1’-6")
MIN
. E
MB
ED
.
C. MATERIAL DESIGN PARAMETERS:
6" DIA. BLOCKOUT
FILL WITH GROUT
25.4 (1") DIA. GROUT PIPE
THREADED 25.4 (1")
ALL DIMENSIONS ARE IN MILLIMETERS
UNLESS OTHERWISE NOTED. U.S. CUSTOMARY
UNITS ARE SHOWN IN () PARENTHESIS.
PROVIDE MATERIALS AND WORKMANSHIP IN
ACCORDANCE WITH SPECIFICATIONS,
PUBLICATION 408, ANSI/AASHTO/AWS/D1.5
BRIDGE WELDING CODE AND CONTRACT
SPECIAL PROVISIONS.
SANDBLAST IN ACCORDANCE WITH SSPC-SP10
TO REMOVE MILL SCALE FROM BEARINGS.
GRIND SMOOTH ALL STEEL SURFACES AND
EDGES AND REMOVE ANY SHARP PROTRUSIONS.
FABRICATION TOLERANCES AND THE
LIMITATIONS ON SURFACE FINISH WILL BE
IN ACCORDANCE WITH PUBLICATION 408,
SECTION 1111.
PAINT ALL STEEL SURFACES IN ACCORDANCE
WITH PUBLICATION 408, SECTION 1060.
APPLY ALL COATS IN THE FABRICATION SHOP
ONLY. DO NOT PAINT PTFE, STAINLESS
STEEL OR THE INSIDE OF THE POT. APPLY
ONLY PRIME COAT TO THE CONTACT AREA
BETWEEN BEAM BOTTOM FLANGE AND SOLE
PLATE AND TO THE BOTTOM SIDE OF
THE MASONRY PLATE.
ROUND ALL PTFE CORNERS TO ACCOMMODATE
THE MACHINED RECESS IN STEEL GUIDE
PLATE / PISTON.
ETCH PTFE ON ONE SIDE FOR BONDING INTO
THE MACHINED RECESS.
PTFE ON THE SIDE OF GUIDE PLATE MUST BE
PIGMENTED.
PRIOR TO THE APPLICATION OF ADHESIVE,
CLEAN ALL MATING STEEL AND PTFE SURFACES
BY GRIT BLASTING AND DEGREASING. APPLY
ADHESIVE AS PER THE MANUFACTURER’S
RECOMMENDATION.
LUBRICATE ALL SURFACES OF NEOPRENE
DISC WITH SILICONE GREASE
IN ACCORDANCE WITH MILITARY
SPECIFICATION MIL-S-8660.
CUT FLAT BRASS SEALING RING ENDS AT
45^ ANGLE WITH A MAXIMUM GAP OF
1.27 (0.05"). STAGGER THE OPENINGS
IN THE BRASS RINGS 120^ APART.
MARK THE THICKER EDGE OF THE SOLE PLATE
AS SUCH FOR THE PURPOSE OF FIELD
IDENTIFICATION. PLACE MARK ON THE
EDGE OF SOLE PLATE SO THAT IT WILL BE
VISIBLE AFTER BEARING INSTALLATION. IN
THE CASE OF A SOLE PLATE WITH A
COMPOUND BEVEL PLACE THE MARK ON EITHER
EDGE OF THE THICKEST SOLE PLATE CORNER.
MARK CENTERLINE OF GUIDED AND
NON-GUIDED POT BEARINGS ON THE SIDES OF
MASONRY PLATE AND SOLE PLATE. THE
CENTERLINE IDENTIFICATION MARKS WILL BE
USEFUL TO LOCATE OFFSET DISTANCES IN
THE FIELD. USE INDELIBLE INK TO PLACE
ALL MARKS.
MARK EACH BEARING WITH THE NAME OF THE
MANUFACTURER AND TYPE OR MODEL NUMBER.
PLACE THE IDENTIFICATION MARK IN A
PERMANENT MANNER AND LOCATION SO THAT
IT IS VISIBLE AFTER ERECTION.
WHEN THE POT IS RECESSED INTO THE
MASONRY PLATE SEAL AROUND THE POT
PERIMETER WITH AN APPROVED CAULKING
COMPOUND IN THE SHOP AFTER PAINT COATING
HAS DRIED.
DIMENSIONS IN THE METRIC DESIGN TABLES ARE
ROUNDED TO NEAREST MILLIMETER (EXCEPT FOR
SOME PISTON AND GUIDE BAR DIMENSIONS WHICH
ARE SHOWN TO MORE EXACT DIMENSIONS). THE
CONTRACTOR IS RESPONSIBILE TO NOTIFY THE
ENGINEER OF ANY PROPOSED VARIATION DURING
FABRICATION.
ENSURE ALL BEARING SURFACES INCLUDING
THE BEARING SEAT ARE LEVEL PRIOR TO
INSTALLATION OF POT BEARINGS IN
ACCORDANCE WITH PUBLICATION 408.
STRUCTURAL STEEL:
MATERIAL 4" THICK OR LESS - AASHTO M270/ M 270M
(ASTM A709/ A A709M), GRADE 345 (GRADE 50)
MATERIAL GREATER THAN 4" THICK - ASTM A572/A572M,
GRADE 345 (GRADE 50)
ANCHOR BOLTS: ASTM F1554, GRADE 379 (GRADE 55)
NUTS: ASTM A563/ A 563M, GRADE DH
WASHERS: ASTM F436/ F436M, TYPE 1
GALVANIZING OF ANCHOR BOLTS, NUTS AND
WASHERS: PUBLICATION 408, SECTION 1105.02(S).
STAINLESS STEEL: ASTM A240, GRADE 205 (GRADE 30),
TYPE 304 WITH AN ANSI 0.4 um (0.02 mil)
SURFACE FINISH OR LESS.
FLAT BRASS SEALING RINGS: ASTM B36 (HALF
HARD) SPECIFICATION.
ELASTOMERIC DISC: VIRGIN PLAIN NEOPRENE OR
NATURAL RUBBER WITH HARDNESS OF 50 DUROMETER
(+/- 10) PER AASHTO M251.
PTFE SHEET: MADE FROM VIRGIN TFE RESIN PER ASTM D4894.
MAIN SLIDING SURFACE PTFE - UNFILLED, DIMPLED AND
LUBRICATED. DIMPLES MUST HAVE A MINIMUM EDGE
DISTANCE OF 12.7 (0.5") AND CONFORM TO 1998 AASHTO
LRFD, SECTION 14.7.2.
GUIDE BAR SURFACE PTFE - PIGMENTED, FILLED OR UNFILLED.
CAULK FOR SEALING AROUND THE POT PERIMETER:
SIKAFLEX IA OR APPROVED EQUAL.
ALLOWABLE PRESSURE IN ELASTOMER AND PTFE:
MAXIMUM = 24 Mpa (3500 psi) ELASTOMER & PTFE
MINIMUM = 4.8 Mpa (700 psi) ELASTOMER
COEFFICIENT OF FRICTION BETWEEN PTFE
AND STAINLESS STEEL: 0.04
CONCRETE BEARING STRENGTH: f’c = 20.7 Mpa (3000 psi)
DIRECTOR, BUREAU OF DESIGN
BEDDING MATERIAL: PUBLICATION 408,
SECTION 1113.03 (h), TYPE II.
SEPT. 20, 2010 SEPT. 20, 2010
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
BD-613M
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
SOLE PLATE
PISTON
NEOPRENE DISC
MASONRY PLATE
GIRDER FLANGE
L
BEARING STIFFENER
SOLE PLATE
PISTON
NEOPRENE DISC
MASONRY PLATE
GIRDER FLANGE
L
SOLE PLATE
PISTON
NEOPRENE DISC
MASONRY PLATE
PISTON
NEOPRENE DISC
MASONRY PLATE
L
LC BEARING
LC ANCHOR BOLTS
LC ANCHOR BOLTS
LC ANCHOR BOLTS
LC ANCHOR BOLTS
WELD AS PER
DESIGN
WELD AS PER
DESIGN
75
MIN
END OF GIRDER
C BEARING STIFFENER
GIRDER FLANGE
SOLE PLATE
L BEAM
END OF PRESTRESSED
CONCRETE BEAM
POT
(1")
MIN
SOLE PLATE
POT
POT
POT
STANDARD
HIGH LOAD MULTI ROTATIONAL
POT BEARINGS
CONNECTION OPTIONS
(3")
25
L
JOINT MATERIAL
SOLE PLATE
PISTON
NEOPRENE DISC
MASONRY PLATE
PISTON
NEOPRENE DISC
MASONRY PLATE
LC BEARING
LC ANCHOR BOLTS
LC ANCHOR BOLTS
END OF PRESTRESSED
CONCRETE BEAM
POT
(1")
MIN
SOLE PLATE
POT
25
JOINT MATERIAL
L75
MIN
(3")
FACE OF
PRESTRESSED
CONCRETE
THE CONNECTIONS SHOWN ARE
FOR INFORMATION ONLY. THE DESIGN OF
THE CONNECTION IS THE RESPONSIBILITY
OF THE ENGINEER.
19.1 (�") BAR ANCHORS
AS REQUIRED BY DESIGN .
SHEET 15 OF 15
100 (4")
MIN
50(2")
MIN
C
SIDE VIEW
END VIEW
SIDE VIEW
END VIEW
SIDE VIEW
END VIEW
WELDED CONNECTION FOR STEEL BEAM
TAPPED BOLT CONNECTION FOR STEEL BEAM
ANCHOR CONNECTION FOR PRESTRESSED CONCRETE BEAM
STUD CONNECTION FOR PRESTRESSED CONCRETE BEAM
*
*19.1 (�") STUDS 175 (7") LONG
AS REQUIRED BY DESIGN .
*
C
C BEAM/GIRDER
*
C OF H.S. BOLT TAPPED
INTO SOLE PLATE
(NUMBER OF BOLTS
AS REQUIRED BY DESIGN)
THROUGH BOLT CONNECTIONS
BETWEEN GIRDER AND SOLE PLATE
ARE ACCEPTABLE PROVIDED ALL
CLEARANCE REQUIREMENTS ARE SATISIFIED.
*
**
C BEAM
C BEAM
L BEARING
STIFFENER
FACE OF PRESTRESSED
CONCRETE BEAM
SIDE VIEW
END VIEW
NOTE:
SOLE PLATE
EMBEDDED PLATE
FACE OF
PRESTRESSED
CONCRETE BEAM
C
PLAN - SOLE PLATE
FOR PRESTRESSED CONCRETE BEAM
TAPPED SCREW CONNECTION
FOR PRESTRESSED CONCRETE BEAM
TAPPED SCREW CONNECTION
PIS
TO
ND
IA.
PO
TDIA
.
25 (1") GALVANIZED
STEEL EMBEDDED PLATE
25 (1") GALVANIZED
STEEL EMBEDDED PLATE
* * *
* * *
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
25 (1") GALVANIZED
STEEL EMBEDDED PLATE
25 (1") GALVANIZED
STEEL EMBEDDED PLATE
L OF STAINLESS STEEL
COUNTERSUNK TAPPED SCREW.(TYP)
NUMBER OF SCREWS AS REQUIRED
BY DESIGN.
HOLES FOR STAINLESS STEEL
COUNTERSUNK TAPPED SCREW.(TYP)
NUMBER OF SCREWS AS REQUIRED
BY DESIGN.
� OF BAR ANCHOR
OR STUD AS REQUIRED
BY DESIGN
NUMBER OF STUDS OR ANCHORS
AS REQUIRED BY DESIGN. SPACED
AS REQUIRED TO MISS STRAND PATTERN.
FOR BEVELED SOLE PLATES, ENSURE
THE THREADED HOLES IN THE EMBEDDED
PLATE ARE ALIGNED NORMAL TO THE
EMBEDDED PLATE.
DIRECTOR, BUREAU OF DESIGN
SEPT. 20, 2010 SEPT. 20, 2010
