2019803 Structures Plans_Part 2 of 2.pdf
PDF 9 MB Posted
- Attached to
- CR-880 and Sam Senter Rd over SFWMD Ocean Canal
- Solicitation number
- IFB 360 2019803 2
- Issued by
- Palm Beach County, Florida
About this file
This is a structural engineering plans document for Palm Beach County, Florida, detailing the design specifications for a bridge replacement and intersection improvement project at CR 880 at Sam Senter Road. The project involves the construction of a new bridge with five spans crossing the L-13 Canal, featuring precast Florida Slab Beams (FSBs), cast-in-place concrete decking, and associated approach slabs. The bridge structure includes five primary spans ranging from 24 feet to 36 feet 6 inches in length, with intermediate bents supported by prestressed concrete piles. The superstructure consists of concrete flat slabs with reinforced concrete traffic railings (36-inch single-slope design), expansion joints, and bearing pads. Estimated quantities include approximately 233 linear feet of expansion joints, 79 plain neoprene bearing pads (8-inch by 1-inch), and significant concrete and reinforcing steel requirements across all spans. The plans are dated November 5, 2024, with revisions through December 25, 2025, and represent sheet 48 of 95 in the complete project documentation.
The design incorporates detailed specifications for reinforcing bar placement, pile cap grouting procedures, and deck pouring sequences to manage deflection and camber during construction. The bridge includes three future utility conduits (2-inch diameter PVC) along Sam Senter Road for future infrastructure integration. Load rating analysis indicates a controlling strength rating of 67.8 tons for the FL-120 permit vehicle at location B (exterior edge moment) across spans 1, 2, and 5, with design compliance verified under AASHTO LRFD specifications as of January 2023. The project specifications reference multiple FDOT index standards and requires contractor submission of shop drawings and structural design calculations signed by a registered Florida engineer prior to installation of precast pile caps. Hydraulic grout curing requires a minimum 72-hour cure time before placing loads on pile caps, and specific attention is required to pile driving tolerances and elevation adjustments to ensure proper cap installation and alignment.
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Text version
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
CONC. PILE
18" PREST.
E
Q
S P
A C
E S
(T Y P
¡ INT BENT/ ¡ PILE
2 ~ 5F3 & 5F7 (E.F.)
1'-10"
CONC. PILE
18" PREST.
GROUT PORT
2" DIA. PVC
GROUT
4'-0"
E
Q
S P
A C
E S
¡ INT BENT/ ¡ PILE
1 ~ 6F1 & 6F5 (E.F.)
2 ~ 5F3 & 5F7 (E.F.)
Ɔ
Ɔ
Ɔ
Ɔ
3 ~ 6F9
11"
4" DIA. PVC
GROUT PORT
¡ BEARING (TYP.)
C DA B
A B C D
¡ BEARING (TYP.)
¡ BEARING (TYP.)
¡ INT BENT/ ¡ PILE
DBL. 4F10
7 ~ 6F4, 6F8, & 6F12
7 ~ 6F2 & 6F6
4'-0"
T O
Ƅ
V A
R I E
S
T O
Ƅ
V A
R I E
S
7 ~ 6F2 & 6F6
7 ~ 6F4, 6F8, & 6F12
DBL. 4F11
"8
73 "
73"
13'-4
1 ~ 6F1 & 6F5 (E.F.)
73"
11'-1
16 "±
11'-1
CLEAR DOWELS
CENTER 6F BARS TO
BENT 2 ONLY. SHIFT
6F13 DOWELS AT INT
CLEAR DOWELS
CENTER 6F BARS TO
BENT 2 ONLY. SHIFT
6F13 DOWELS AT INT
(T
Y P
(T
Y P
:4
:1
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B I n t B e n t D e t .d g n
BRIDGE NO. 934000
B1-21
DETAILS
INTERMEDIATE BENT
…"=1'-0"
SECTION A-A
(TYP.)
GROUT POCKET AND PORT DETAIL
SECTION B-B
LOC
BEARING LOCATIONS
INT BENT 2
INT BENT 3
INT BENT 4
INT BENT 5
A
1'-0"
B
1'-0"
1'-0½"
1'-1½"
1'-1½"
C
1'-0"
1'-1½"
1'-1½"
1'-0½"
D
1'-0"
11½" 10½"
10½" 10½"
10½" 11½"
PILE GROUTING NOTES
NOTES
Direction of Stationing
(T Y P
APPPROVAL IF ANY CHANGES ARE MADE TO THE PRECAST PILE CAPS AS SHOWN.
CALCULATIONS (SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER) TO EOR FOR
INSTALLED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND STRUCTURAL DESIGN
9. CONTRACTOR IS PERMITTED TO CHANGE HOW THE PRECAST CAPS ARE CONSTRUCTED AND
ANY LOADS ON TOP OF THE CAP.
8. ALLOW THE HYDRAULIC GROUT TO CURE FOR A MINIMUM OF 72 HOURS BEFORE PLACING
GROUT PORTS SHALL BE SEALED.
GROUT FLOWS OUT OF THE TOP GROUT PORT. AFTER PUMPING OPERATIONS,
7. HYDRAULIC GROUT SHALL BE PUMPED INTO THE BOTTOM GROUT PORT UNTIL THE
POCKET. THE FORM SHALL BE FLUSH WITH THE BOTTOM OF THE CAP.
6. CONTRACTOR SHALL USE SACRIFICIAL FORMS TO FORM THE BOTTOM OF THE GROUT
CAPS SHALL BE INSTALLED LEVELED.
CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE THE PRECAST CAPS. THE BOTTOM OF THE
5. CONTRACTOR SHALL LOWER THE PRECAST CAPS AND PLACE ON TOP OF THE PILES.
CAP TO THE EOR FOR REVIEW AND APPROVAL.
PORTS SHALL BE CAPPED OFF. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PRECAST
DURING LIFTING OPERATIONS. LIFTING HOOKS SHALL BE CUT OFF OR CONCRETE LIFTING
4. CONTRACTOR SHALL INSTALL LIFTING POINTS IN THE CAPS SO THE CAPS DO NOT BEND
ALLOW FOR A 4" GAP BETWEEN THE PILE AND CAP (ALL SIDES).
3. CONTRACTOR SHALL INSTALL SPACERS BETWEEN THE TOP AND SIDES OF THE PILE TO
REINFORCEMENT AS NEEDED.
OF CAPS. CONTRACTOR SHALL VERIFY CAP DIMENSIONS, GROUT POCKET LOCATIONS AND ADJUST
2. CONTRACTOR SHALL WAIT UNTIL PILES HAVE BEEN DRIVEN BEFORE BEGINNING CONSTRUCTION
PLANS, CONTRACTOR SHALL NOTIFY EOR IMMEDIATELY.
IF PILES ARE NOT DRIVEN WITHIN TOLERANCES OF THE LOCATION AS SPECIFIED IN THE
LAYOUT SHEET. PILES SHALL BE DRIVEN PLUMB SO THE TOPS OF THE PILES ARE LEVELED.
1. CONTRACTOR SHALL TAKE CARE TO DRIVE ALL PILES AS INDICATED ON THE FOUNDATION
MADE IN THE CENTERLINE OF THE CAP.
VERTICAL ADJUSTMENTS SHOULD BE
SHOWN IN THE INT BENT SHEETS. THE
ACCOUNT FOR THE BENT ELEVATIONS AS
3. ADJUST THE TOP OF THE PILE CAP TO
GROUT PORTS.
2. ADJUST BARS 4F8 AND 4F9 TO CLEAR
INT BENT 2 TO INT BENT 5 SHEETS.
1. FOR LOCATION OF SECTIONS, SEE
L M
BE
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Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
"2 14'-3"2
16 ~ 12"x50" FSB's = 21'-5 "2 16 ~ 12"x50" FSB's = 21'-5
(TYP.)
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
1'-4"1'-4"
1'-4" 1'-4"
(TYP.)
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
INDEX NO. 630-010 (TYP.)
FUTURE UTILITIES PER
3~ 2" Ø PVC CONDUITS FOR
INDEX NO. 630-010 (TYP.)
FUTURE UTILITIES PER
3~ 2" Ø PVC CONDUITS FOR
SAM SENTER RD.
¡ CONSTRUCTION
SAM SENTER RD.
¡ CONSTRUCTION
2'-1" 2'-1"
SPANS 1 & 2)
(CONTINUOUS FOR
CONCRETE SLAB
CAST-IN-PLACE
(PRECAST UNIT) (TYP.)
FLORIDA SLAB BEAM (FSB)
T O
P P I N
G
C I P
C
O N
C R
E T
E
VARIES FROM 51'-3½" TO 125'-2¾" COPING-TO-COPING
SPAN 3 TYPICAL SECTION
"4 32'-1 "4
32'-1
Active Scale: 64
Drawing Scale: ƈ" = 1'
" COPING-TO-COPING2
151'-3
DIMENSION INCLUDES 1½" GAP BETWEEN FSB's DIMENSION INCLUDES 1½" GAP BETWEEN FSB's
VARIES FROM 25'-7¾" TO 62'-7Ƅ" VARIES FROM 25'-7¾" TO 62'-7Ƅ"
VARIES FROM 0.31% TO 1.89%
VARIES FROM 1.89% TO 2.00%VARIES FROM 1.89% TO 2.00%
SPANS 1 AND 2 - TYPICAL SECTION
VARIES FROM -0.31% TO 1.89%
PGL
¡ BRIDGE
¡ BRIDGE
PGL
(1 OF 2)
THROUGH BRIDGE DECK
TYPICAL SECTION
0'-0" TO 2'-3Ƃ
VARIES FROM VARIES FROM
0'-0" TO 2'-3Ƃ
VARIES FROM 22'-0" TO 24'-3¼" VARIES FROM 22'-0" TO 24'-3¼"
SHOULDER
VARIES FROM 10'-0" TO 10'-3¼"
SOUTHBOUND LANE
VARIES FROM 12'-0" TO 14'-0"
NORTHBOUND LANE
VARIES FROM 12'-0" TO 14'-0"
SHOULDER
VARIES FROM 10'-0" TO 10'-3¼"
RADIAL)
(MEASURED
RAILING
TRAFFIC
RADIAL)
(MEASURED
RAILING
TRAFFIC
"4 325'-7 "4
325'-7
RADIAL)
(MEASURED
RAILING
TRAFFIC
RADIAL)
(MEASURED
RAILING
TRAFFICSHOULDER
VARIES FROM 10'-3¼" TO 18'-1¾"
SOUTHBOUND LANE
VARIES FROM 14'-0" TO 43'-10ƃ"
NORTHBOUND LANE
VARIES FROM 14'-0" TO 43'-10ƃ"
SHOULDER
VARIES FROM 10'-3¼" TO 18'-1¾"
:0
:1
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B
T y p ic a lS e c t io n .d g n
BRIDGE NO. 934000
B1-22 ‰"=1'
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
5 ~ 12"x55" FSB's = 18'-9"
1'-4"1'-4"
1'-4" 1'-4"
RAILING
TRAFFIC
RAILING
TRAFFIC
"2 12'-3 "2
12'-3
(PRECAST UNIT) (TYP.)
FLORIDA SLAB BEAM (FSB)
RAILING
TRAFFIC
T O
P P I N
G
C I P
C
O N
C R
E
SPAN 4 TYPICAL SECTION
Active Scale: 64
Drawing Scale: ƈ" = 1'
46'-8" COPING-TO-COPING
DIMENSION INCLUDES 1¼" GAP BETWEEN FSB's DIMENSION INCLUDES 1¼" GAP BETWEEN FSB's
SPAN 5 - TYPICAL SECTION
SHOULDER
10'-0"
SOUTHBOUND LANE
12'-0"
NORTHBOUND LANE
12'-0"
SHOULDER
10'-0"
SHOULDER
VARIES FROM 10'-0" TO 22'-2"
SOUTHBOUND LANE
12'-0"
NORTHBOUND LANE
12'-0"
SHOULDER
10'-0"
VARIES FROM 23'-4" TO 34'-11" 23'-4"
Slope: 2.00%Slope: 2.00%
Slope: 2.00%Slope: 2.00%
5 ~ 12"x55" FSB's = 18'-9"4'-8½"
(TYP.)
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
(TYP.)
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
INDEX NO. 630-010 (TYP.)
FUTURE UTILITIES PER
3~ 2" Ø PVC CONDUITS FOR
INDEX NO. 630-010 (TYP.)
FUTURE UTILITIES PER
3~ 2" Ø PVC CONDUITS FOR
23'-4" 23'-4"
CONCRETE SLAB
CAST-IN-PLACE
¡ BRIDGE
PGL
¡ BRIDGE
PGL
SAM SENTER RD.
¡ CONSTRUCTION
SAM SENTER RD.
¡ CONSTRUCTION
2'-4¼" 2'-4¼"
POINT
SLOPE BREAK
(2 OF 2)
THROUGH BRIDGE DECK
TYPICAL SECTION
VARIES FROM 46'-8" TO 58'-3" COPING-TO-COPING
RADIAL)
(MEASURED
RAILING
TRAFFIC
10'-0"
5.59%
TO
2.00%
FROM
VARIES
Slope:
:4
:3
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B
T y p ic a lS e c t io n .d g n
BRIDGE NO. 934000
B1-23 ‰"=1'
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
N
B1-24
(1 OF 5)
FINISH GRADE ELEVATIONS
ˆ"=1'
132'-7"
24'-0" 24'-1"
"8 38'-6
24'-0" 36'-6" 24'-0"
1'-4"
STA. 10+20.77
SLAB 1
BEGIN APP.
STA. 10+30.77
¡ PILES
¡ END BENT 1
BEGIN BRIDGE
R=27.5'
STA. 10+54.77
¡ PILES
¡ INT BENT 2
STA. 10+78.77
¡ PILES
¡ INT BENT 3
STA. 11+15.27
¡ PILES
¡ INT BENT 4
STA. 11+39.27
¡ PILES
¡ INT BENT 5
STA. 11+63.35
¡ PILES
¡ END BENT 6
END BRIDGE
STA. 11+73.35
END APP. SLAB 2
LT. COPING
GUTTERLINE
LT. TRAFFIC RAILING
RT. COPING
GUTTERLINE
RT. TRAFFIC RAILING
¡ BRIDGE
¡ SAM SENTER RD./
°0 '0
1'-4"
¼
17.989
EL. 18.756
EL. 18.731
EL. 18.760
EL. 18.731
EL. 18.751
EL. 18.348
EL. 18.360
EL. 18.074
EL. 18.100
EL. 17.962
EL. 17.989
EL. 17.816
EL. 17.843
EL. 16.829
EL. 16.822
EL. 16.964 EL. 16.870
EL. 17.546
EL. 17.644
EL. 17.986
EL. 17.546
EL. 17.519
EL. 18.084
EL. 18.283
EL. 17.617
EL. 17.644
EL. 17.843
EL. 17.816
EL. 18.429
EL. 18.559
EL. 18.100
EL. 18.074
EL. 17.962
EL. 18.180
EL. 18.200
EL. 18.367
EL. 18.346
EL. 18.358
EL. 18.354
EL. 18.329
EL. 18.530
EL. 18.559
EL. 18.630
R=75'
R=75'
¡ FSB 4-1
¡ FSB 4-2
¡ FSB 4-3
¡ FSB 4-4
¡ FSB 4-5
¡ FSB 4-6
¡ FSB 4-7
¡ FSB 4-8
¡ FSB 4-9
¡ FSB 4-10
¡ FSB 3-2
¡ FSB 3-3
¡ FSB 3-4
¡ FSB 3-5
¡ FSB 3-6
¡ FSB 3-8
¡ FSB 3-9
¡ FSB 3-10
¡ FSB 3-11
¡ FSB 3-12
¡ FSB 3-1
T-LINE (TYP.)
10'-0" / T-LINE 3 SPA @ 3'-4"
" 4 38'-5
10'-0" / T-LINE 3 SPA @ 3'-4"
"8 38'-6
10'-0" / T-LINE 3 SPA @ 3'-4"
¡ FSB 3-7
:5
:1
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B F in is h G r E
L .d g n
BRIDGE NO. 934000
N 0° 05' 36" W
10+20
Direction of Stationing
NOTES
(T Y P
FOR TYPICAL SUPERSTRUCTURE DIMENSIONS.
1. SEE FINISH GRADE ELEVATION SHEETS 2 AND 3
(T Y P
.3
.3
.3
.3
.2
.7
.8
.8
.0
.0
.0
.0
.0
.0
.0
.0
.5
%5 .5
1 2
12 13 14 15 16 17 18 19 20
21 22 23 24 25 26
1 2
27 28
T-LINE 6 SPA @ 4'-0"
SPAN 1/
T-LINE 6 SPA @ 4'-0"
SPAN 2/
T-LINE 6 SPA @ 4'-0"
SPAN 4/
T-LINE 6 SPA @ 4'-ƃ"
SPAN 5/
T-LINE 8 SPA @ 4'-6¾"
SPAN 3/
APP. SLAB NO. 1
APP. SLAB NO. 2
SUPERSTRUCTURE PLAN
L M
BE
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N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
0.31%-0.31%
(2 OF 5)
FINISH GRADE ELEVATIONS
B1-25 ‘"=1'
FSB 7
FSB 6
FSB 5
FSB 4
FSB 3
FSB 2
FSB 1
FSB 8
FSB 9
FSB 10
FSB 11
FSB 12
VARIES FROM 0.31% TO 1.89%
VARIES FROM 1.89% TO 2.00%VARIES FROM 1.89% TO 2.00%
VARIES FROM -0.31% TO 1.89%
FACE OF RAILING.
THE FRONT FACE OF RAILING TO BACK
RAILING DIMENSION IS MEASURED FROM
1. FOR RAILING NOT AT THE COPINGS, THE
FACE OF RAILING TO THE COPING EDGE.
DIMENSION IS MEASURED FROM THE FRONT
1. FOR RAILING AT THE COPING, THE RAILING
NOTE
NOTE
LT. COPING
RT. COPING
RT. COPING
LT. COPING RT. COPING
LT. COPING
TYPICAL SECTION THRU APPROACH SLAB 1
1'-4" 1'-4"
RAILING
TRAFFIC
RAILING
TRAFFIC
GUTTERLINE
RAILING
LT. TRAFFIC
GUTTERLINE
RAILING
RT. TRAFFIC
TYPICAL SECTION THRU SPANS 1 AND 2
RAILING
TRAFFIC
RAILING
TRAFFIC
GUTTERLINE
RAILING
RT. TRAFFIC
GUTTERLINE
RAILING
LT. TRAFFIC
TYPICAL SECTION THRU SPAN 3
TRAFFIC
RAILING
TRAFFIC
VARIES FROM 22'-0" TO 24'-3¼"
VARIES FROM 24'-3¼" TO 61'-11Ɔ" VARIES FROM 24'-3¼" TO 61'-11Ɔ"
" COPING-TO-COPING4
1VARIES FROM 125'-2¾" TO 129'-10
VARIES FROM 22'-0" TO 24'-3¼"
VARIES FROM
GUTTERLINE
RAILING
RT. TRAFFIC
2'-1"
"4 32'-1 "4
32'-1
2'-1""2 16 ~ 12"X50" FSB's = 21'-5 "2
16 ~ 12"X50" FSB's = 21'-5
VARIES FROM 61'-11Ɔ" TO 64'-11ƃ" VARIES FROM 61'-11Ɔ" TO 64'-11ƃ"
VARIERS FROM 51'-3½" TO 125'-2¾" COPING-TO-COPING
" COPING-TO-COPING2
151'-3
GUTTERLINE
LT. TRAFFIC
PGL
PGL
PGL
VARIES FROM
0'-0" TO 2'-3¾"0'-0" TO 2'-3Ƃ"
"2 11'-2 "2
11'-2
1'-4" 1'-4"
¡ BRIDGE
SAM SENTER RD./
¡ CONSTRUCTION
¡ BRIDGE
SAM SENTER RD./
¡ CONSTRUCTION
¡ BRIDGE
SAM SENTER RD./
¡ CONSTRUCTION
:5
:2
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B F in is h G r E
L .d g n
BRIDGE NO. 934000
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
LT. COPING RT. COPING
RT. COPING
LT. COPING
(3 OF 5)
FINISH GRADE ELEVATIONS
B1-26 ‘"=1'
LT. COPING
RT. COPING
2.00% 2.00%
2.00% 2.00%
2.00% 2.00%
2.00% TO 5.59%
VARIES FROM
4.59% TO 5.59%
VARIES FROM
FSB 7
FSB 6
FSB 5
FSB 4
FSB 3
FSB 2
FSB 1
FSB 8
FSB 9
FSB 10
FACE OF RAILING TO THE COPING EDGE.
DIMENSION IS MEASURED FROM THE FRONT
1. FOR RAILING AT THE COPING, THE RAILING
NOTE
TYPICAL SECTION THRU APPROACH SLAB 2
1'-4" 1'-4"
RAILING
TRAFFIC
RAILING
TRAFFIC
GUTTERLINE
RAILING
LT. TRAFFIC
GUTTERLINE
RAILING
RT. TRAFFIC
1'-4"
1'-4"
RAILING
TRAFFIC
RAILING
TRAFFIC
GUTTERLINE
RAILING
RT. TRAFFIC
GUTTERLINE
LT. TRAFFIC
TYPICAL SECTION THRU SPAN 4
1'-4" 1'-4"
46'-8"
RAILING
TRAFFIC
RAILING
TRAFFIC
GUTTERLINE
RAILING
RT. TRAFFIC
22'-0"22'-0"
"8 72'-2
"8 12'-4 "8
12'-4
"8 72'-25 ~ 12"X55" FSB's = 18'-9" "8
75 ~ 12"X55" FSB's = 18'-8
22'-0"
TYPICAL SECTION THRU SPAN 5
22'-0"
CHANGE
SLOPE
" COPING-TO-COPING2
1VARIES FROM 58'-3" TO 60'-0
"2 1 14'-8
NOTE 2NOTES
CHANGE
SLOPE
2. MEASURED FROM NORTHWEST CORNER OF APP. SLAB 2.
1. MEASURED FROM NORTHWEST CORNER OF SPAN 5.
NOTE 1
14'-8½"
VARIES FROM 1'-4" TO
VARIERS FROM 46'-8" TO 58'-3" COPING-TO-COPING
VARIES FROM 22'-0" TO 34'-2"
VARIES FROM 34'-2" TO 36'-8½"
GUTTERLINE
RAILING
LT. TRAFFIC PGL
PGL
PGL
¡ BRIDGE
SAM SENTER RD./
¡ CONSTRUCTION
¡ BRIDGE
SAM SENTER RD./
¡ CONSTRUCTION
¡ BRIDGE
SAM SENTER RD./
¡ CONSTRUCTION
:0
:4
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B F in is h G r E
L .d g
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
:0
:0
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B F in is h G r E
L .d g n
BRIDGE NO. 934000
(4 OF 5)
FINISH GRADE ELEVATIONS B1-27
NOTES
1. Elevations shown are to top of concrete.
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
:0
:1
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B F in is h G r E
L .d g n
BRIDGE NO. 934000
(5 OF 5)
FINISH GRADE ELEVATIONS B1-28
NOTES
1. Elevations shown are to top of concrete.
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
¡ BEARING
¡ BEARING
Direction of Stationing
FRAMING PLAN
SAM SENTER RD.
¡ CONSTRUCTION
¡ BEARING
(TYP.)
BEAM (FSB)
FLORIDA SLAB
SPAN 3
36'-6"
¡ FSB 3-1
¡ FSB 3-2
¡ FSB 3-3
¡ FSB 3-4
¡ FSB 3-5
¡ FSB 3-6
¡ FSB 3-7
¡ FSB 3-8
¡ FSB 3-9
¡ FSB 3-10
¡ FSB 4-1
¡ FSB 4-2
¡ FSB 4-3
¡ FSB 4-4
¡ FSB 4-5
¡ FSB 4-6
¡ FSB 4-7
¡ FSB 4-8
¡ FSB 4-9
¡ FSB 4-10
"2 11'-1 1'-1½"
¡ BEARING
SPAN 4
24'-0"
90°0'0" (TYP.)
90°0'0" (TYP.)
¡ EXP. JOINT
¡ EXP. JOINT
¡ EXP. JOINT
11+60
¡ FSB 3-11
¡ FSB 3-12
"x
F S
B 's
"x
F S
B 's
"x
F S
B 's
"x
F S
B 's
O
V E
R A
L
W I D
T H
O
V E
R A
D
T H
G
A P
(T
Y P
G
A P
(T
Y P
10+60
"2 11'-1"2
11'-1
STA. 10+78.77
¡ INT BENT 3
STA. 11+39.27
¡ INT BENT 5
STA. 11+15.27
¡ INT BENT 4
90°0'0" (TYP.) 90°0'0" (TYP.)
FOR DETAILS ON THE DIAPHRAGM.
1. SEE SUPERSTRUCTURE DETAILS SHEET 4 OF 6
ƃ
SPANS 3 AND 4 FLORIDA SLAB BEAM FRAMING PLAN
NOTE
:1
:1
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B F r a m in g P la n .d g n
BRIDGE NO. 934000
1"=15'
B1-29
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
N
‘"=1'-0"
B1-30
SPANS 1 AND 2
(1 OF 5)
SUPERSTRUCTURE
GUTTERLINERT
LTCOPING
COPING RT
FLAT SLAB
CIP CONT.
LT GUTTERLINE
6'-1"
@ 6"
18 ~ 7S20
@ 6"
22 ~ 7S21
11 ~ 12 ~
6" 6" 6"
SPLICE (TYP.)
@ 6"
7S18
@ 6"
7S19
(M
X
S
X
(M
A X
S
(M
A X
S
S P
A N
E X
P J T
TRAFFIC RAILING (TYP.)
36" SINGLE SLOPE
1'-4"
S P
A N
E X
P J T
(H
A
F
¡ INT. BENT 3
4S1
(TYP. BOTH SIDES)
(T Y P
B O
T H
S I D
E S
(M A
X
S
S
(M A
X
S
S
(M A
X
(M A
X
(TYP. BOTH SIDES)
2'-6" MIN. LAP SPLICE
(TYP. BOTH SIDES)
(TYP. BOTH SIDES)
(TYP. BOTH SIDES)
OPEN JT.RAILING
(TYP. BOTH SIDES)
2'-6" MIN. LAP SPLICE
BENT 2
¡ INT.
(TYP. BOTH SIDES)
(TYP. BOTH SIDES) (61 BARS)
PAIRED WITH 7S BARS
4S16 @ TRAFFIC RAILING (FIELD BEND)
(TYP. BOTH SIDES) (49 BARS)
PAIRED WITH 4S2, 4S3, & 8S BARS
4S16 @ TRAFFIC RAILING (FIELD BEND)
E N
D
S
L A
B
(T
Y P
B O
T H
3'-2" MIN. LAP
FF OF APP. SLAB
¡ END BENT 1
BRIDGEBEGIN
(TYP.)
99 ~ 7S17 @ 6" (MAX.) (TOP)
6"
SIDES)
BOTH
8S7 (TYP.
¡ BENTS 1, 2, & 3
ROADWAY CROWN
¡ CONSTRUCTION SAM SENTER RD.
8S26-8S31 @ 3½"
8S32-8S37 @ 3½"
8S38-8S43 @ 3½"
124'-7¼" COPING-TO-COPING (MEASURED ALONG THE DECK EDGE)
51'-4" COPING-TO-COPING (MEASURED ALONG THE DECK EDGE)
" (MEASURED ALONG THE DECK EDGE)8
3123'-4
:3
:1
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B S u p e r s t .d g n
BRIDGE NO. 934000
D ir e c t io n o f
S t a t io n in g
A A
(TRAFFIC RAILING REINFORCEMENT BARS 4V AND 4S NOT SHOWN FOR CLARITY)
PLAN - TOP REINFORCEMENTNOTE
1. SEE SUPERSTRUCTURE DETAILS (SHEET 1 OF 6) FOR SECTION A-A.
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
N
‘"=1'-0"
B1-31
SPANS 1 AND 2
(2 OF 5)
SUPERSTRUCTURE
FLAT SLAB
CIP CONT.
(TYP.)
SPLICE (TYP.)
" 6
102 ~ 7S17 @ 6" (MAX.)
X
X
X
S
X
S
X
S
(B O
T H
E
N D
S
(T
Y P
E X
P J T
¡ INT. BENT 3
9 ~ 12 ~
18 ~ 7S23 22 ~ 7S227S24
@ 6" @ 6" @ 6" @ 6"
7S25
(TYP.)
TRAFFIC RAILING
36" SINGLE SLOPE
X
S P
A N
E X
P J T
(H
A
1'-4"
6"
6" 6" 6"
S P
A N
S
(TYP. BOTH SIDES)
3'-2" MIN. LAPLTCOPING
(TYP. BOTH SIDES)
LT GUTTERLINE
(TYP. BOTH SIDES)
OPEN JT.RAILING
(M A
X
(T Y P
B O
T H
S I D
E S
S
(M A
X
FF OF APP. SLAB
¡ END BENT 1
BRIDGEBEGIN
BENT 2
¡ INT.
GUTTERLINERT
COPING RT
(TYP. BOTH SIDES)
(TYP. BOTH SIDES)
2'-6" MIN. LAP SPLICE
7S4
¡ BENTS 1, 2, & 3
ROADWAY CROWN
SAM SENTER RD.
¡ CONSTRUCTION
SIDES)
BOTH
7S11 (TYP.
6"
6'-1"
8S44-8S49 @ 3½"
8S50-8S55 @ 3½"
51'-4" COPING-TO-COPING (MEASURED ALONG THE DECK EDGE)
124'-7¼" COPING-TO-COPING (MEASURED ALONG THE DECK EDGE)
" (MEASURED ALONG THE DECK EDGE)8
3123'-4
S P
A N
S
A N
D
:3
:5
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B S u p e r s t .d g n
BRIDGE NO. 934000
D ir e c t io n o f
S t a t io n in g
A A
(TRAFFIC RAILING REINFORCEMENT BARS 4V AND 4S NOT SHOWN FOR CLARITY)
PLAN - BOTTOM REINFORCEMENT
NOTE
1. SEE SUPERSTRUCTURE DETAILS (SHEET 1 OF 6) FOR SECTION A-A.
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
„"=1'-0" B1-32
SPAN 3
(3 OF 5)
SUPERSTRUCTURE
N
" COPING-TO-COPING2
151'-3
S H I
R
E Q
U I R
E D
T
O
C
L E
A R
B
A R
S
G
N
D
F
S B
B
A R
S
E
B
A R
S
P
A I R
T
H
B
A R
S
L
(T Y P
B E
T W
E E
N
E
A C
H
F
S B
B
A R
S
P
A I R
T
H
F
S B
B
A R
S
E
FSB (TYP.)
¡ FSB
FSBs)
BETWEEN
5B1 (TYP.
4 ~ BARS
LT GUTTERLINE RT GUTTERLINE
COPING LT COPING RT
S P
A N
E
X P
A N
S I O
N
J
O I N
T
I N
T E
R M
E D I A
T E
B
E N
T
E
X P
A N
S I O
N
J
O I N
T
I N
T E
R M
E D I A
T E
B
E N
B
A R
S
SHIFT TRANSVERSELY AS REQUIRED TO CLEAR BARS 5G1 AND FSB BARS 4K
69 ~ BARS 4L1 @ 9"± PAIRED WITH BARS 5B1
69 ~ BARS 5B1 @ 9"± PAIRED WITH BARS 4L1
69 ~ BARS 4L1 @ 9"± PAIRED WITH BARS 5B1
B
A R
S
S H I
R
E Q
U I R
E D
T
O
C
L E
A R
B
A R
S
D
F
S B
B
A R
S
E
B
A R
S
P
A I R
T
H
B
A R
S
L
1'-4"
2"
1'-4"
2"
1"
2"
SPLICE (TYP.)
2'-0" MIN. LAP
¡ FSB 3-12
¡ FSB 3-12¡ FSB 3-1
¡ FSB 3-1
SHOULDER
10'-0"
NORTHBOUND LANE
VARIES 12'-0" TO 14'-0"
SOUTHBOUND LANE
VARIES 12'-0" TO 14'-0"
SHOULDER
10'-0"
SAM SENTER RD.
¡ CONSTRUCTION
:2
:3
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B S u p e r s t .d g n
BRIDGE NO. 934000
D ir e c t io n o f
S t a t io n in g
B B
PLANNOTE
1. SEE SUPERSTRUCTURE DETAILS (SHEET 2 OF 6) FOR SECTION B-B.
(TRAFFIC RAILING REINFORCEMENT BARS 4V AND 4P NOT SHOWN FOR CLARITY)
(REINFORCEMENT CALLED OUT ON THIS SHEET IS FOR THE C-I-P TOPPING)
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
„"=1'-0" B1-33
SPAN 4
(4 OF 5)
SUPERSTRUCTURE
N
1'-4"
SHOULDER
10'-0"
NORTHBOUND LANE
12'-0"
SOUTHBOUND LANE
12'-0"
SHOULDER
10'-0"
S H I
R
E Q
U I R
E D
T
O
C
L E
A R
B
A R
S
D
F
S B
B
A R
S
E
B
A R
S
P
A I R
T
H
B
A R
S
B
A R
S
B
A R
S
S H I
R
E Q
U I R
E D
T
O
C
L E
A R
B
A R
S
D
F
S B
B
A R
S
E
B
A R
S
P
A I R
T
H
B
A R
S
L
S P
A N
E
X P
A N
S I O
N
J
O I N
T
I N
T E
R M
E D I A
T E
B
E N
T
E
X P
A N
S I O
N
J
O I N
T
I N
T E
R M
E D I A
T E
B
E N
T
LT GUTTERLINE RT GUTTERLINE
FSBs)
BETWEEN
5B1 (TYP.)
4 ~ BARS
FSB (TYP.)
¡ FSB
(T Y P
B E
T W
E E
N
E
A C
H
F
S B
B
A R
S
P
A I R
T
H
F
S B
B
A R
S
E
SHIFT TRANSVERSELY AS REQUIRED TO CLEAR BARS 5G1 AND FSB BARS 4K
63 ~ BARS 4L1 @ 9"± PAIRED WITH BARS 5B1
46'-8" COPING-TO-COPING
63 ~ BARS 5B1 @ 9"± PAIRED WITH BARS 4L1
2"
63 ~ BARS 4L1 @ 9"± PAIRED WITH BARS 5B1
SPLICE (TYP.)
2'-0" MIN. LAP1"
2"
¡ FSB 4-10
¡ FSB 4-10¡ FSB 4-1
¡ FSB 4-1
SAM SENTER RD.
¡ CONSTRUCTION
:2
:2
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B S u p e r s t .d g n
BRIDGE NO. 934000
D ir e c t io n o f
S t a t io n in g
C C
PLAN
NOTE
1. SEE SUPERSTRUCTURE DETAILS (SHEET 2 OF 6) FOR SECTION C-C. (TRAFFIC RAILING REINFORCEMENT BARS 4V AND 4P NOT SHOWN FOR CLARITY)
(REINFORCEMENT CALLED OUT ON THIS SHEET IS FOR THE C-I-P TOPPING)
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
„"=1'-0" B1-34
N
SPAN 5
(5 OF 5)
SUPERSTRUCTURE
46'-8"
44'-0"1'-4" 1'-4"
GUTTERLINERT
GUTTERLINELT COPING RT
COPING LT
FLAT SLABCIP
6"
6"
(M
A X
(M
A X
(M
A X
S
(M
A X
S
(M
A X
S
46 ~ 4S6 @ 1'-0" (MAX.)
(M
A X
(M
A X
COPING RT
GUTTERLINERT
6" (MAX.)
6 ~ 4S9 @
93~ 6S17 @ 6" (MAX.)
6" (MAX.)
6 ~ 6S18 @
4S8
4S7
3'-11"
S P
A N
6" (MAX.)
8 ~ 4S10 @
4"
RAILING (TYP.)
TRAFFIC SLOPE
36" SINGLE
4"
E X
P J T
¡ INT. BENT 5
E X
P J T
(H
A
(M
A X
S
4 ~ 8S12 @ 3½"
4S4
4S5
4 ~ 8S12 @ 3½"
RAILING (TYP.)
TRAFFIC SLOPE
36" SINGLE
S P
A N
(37 BARS)
PAIRED WITH 4S BARS
RAILING (FIELD BEND)
4S11 @ TRAFFIC
6S19
8 ~
(MAX.)
@ 6"
6S13
CIP FLAT SLAB
(M
A X
6"
LT GUTTERLINE
FF OF APPROACH SLAB
¡ END BENT 6
END BRIDGE
FF OF APPROACH SLAB
¡ END BENT 6
END BRIDGE
¡ INT. BENT 5
(T Y P
B O
T H
E N
D S
4S1
3 SPACES AT 6"
COPING LT
6S16
6S13
4S1
¡ BENTS 5 & 6
ROADWAY CROWN
¡ CONSTRUCTION SAM SENTER RD.
E X
P
J T
E X
P J T
(H
A
(T Y P
B O
T H
E N
D S
:2
:4
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B S u p e r s t .d g n
BRIDGE NO. 934000
D ir e c t io n o f
S t a t io n in g
(TRAFFIC RAILING REINFORCEMENT BARS 4V AND 4S NOT SHOWN FOR CLARITY)
DD
PLAN - BOT. REINFORCEMENT
PLAN - TOP REINFORCEMENT
NOTE
1. SEE SUPERSTRUCTURE DETAILS (SHEET 5 OF 6) FOR SECTION D-D.
D D
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
SUPERSTRUCTURE SECTION A-A
SUPERSTRUCTURE SECTION A-A
B1-35 ‚"=1'
NOTES
COPING LINE
COPING LINE L
I
M A
T C
H
10'-0"
SHLDR. LANE
SAM SENTER RD.
¡ CONSTRUCTION
LANE
10'-0"
LANE SHLDR.
(SEE NOTE 1)
BARS 4V
22 ~ 7S22 @ 6" (BOT.)
22 ~ 7S21 @ 6" (TOP)
18 ~ 7S23 @ 6" (BOT.)
18 ~ 7S20 @ 6" (TOP)
12 ~ 7S24 @ 6" (BOT.)
12 ~ 7S19 @ 6" (TOP)
9 ~ 7S25 @ 6"
9 ~ 7S18 @ 6" (TOP)
(BOT.)
6" (BOT.)
6" (TOP)
6" (BOT.)
6" (TOP)
6" (BOT.)
6" (TOP)
6" (BOT.)
6" (TOP)
¡ CROWN
¡ BRIDGE/
(TOP AND BOT.)
102 ~ 7S17 @ 6" (MAX.)
6" (BOT.)
6" (TOP)
22 ~ 7S22 @ 6" (BOT.)
22 ~ 7S21 @ 6" (TOP)
6" (BOT.)
6" (TOP)
18 ~ 7S23 @ 6" (BOT.)
18 ~ 7S20 @ 6" (TOP)
12 ~ 7S24 @ 6" (BOT.)
12 ~ 7S19 @ 6" (TOP)
6" (BOT.)
6" (TOP)
6" (BOT.)
6" (TOP)
L I
A
T C
H
@ 6" (TOP)
9 ~ 7S18
@ 6" (BOT.)
9 ~ 7S25
@ 6" (TOP)
9 ~ 7S18
@ 6" (BOT.)
9 ~ 7S25
BARS 4S16
BARS 4S16 CIP FLAT SLAB
SPANS 1 AND 2
(1 OF 6)
SUPERSTRUCTURE DETAILS
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
SEE INDEX 630-010
3 ~ 2" CONDUITS
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
SEE INDEX 630-010
3 ~ 2" CONDUITS
VARIES FROM 14'-0" TO 43'-10ƃ" VARIES FROM 14'-0" TO 43'-10ƃ"
VARIES FROM 14'-0" TO 43'-10ƃ"
0.31% TO 1.89%
VARIES FROM
2. SEE SUPERSTRUCTURE (SHEETS 1 AND 2 OF 5) FOR SECTION A-A.
REFER TO INDEX 521-427, INCLUDED IN THIS DRAWING SET.
FOR DETAILS AND PLACEMENT OF BARS 4S AND 4V, 1.
& 7S6
BARS 7S4, 7S5
7S13, 7S14, & 7S15
BARS 7S11, 7S12,
8S9 & 8S10
BARS 8S7, 8S8,
& 4S3
BARS 4S1, 4S2,
& 4S3
BARS 4S1, 4S2,
8S9 & 8S10
BARS 8S7, 8S8,
SIDES OF SLAB)
(TYP. BOTH
BARS 8S27
SIDES OF SLAB)
(TYP. BOTH
BARS 8S29
7S13, 7S14, & 7S15
BARS 7S11, 7S12
& 7S6
BARS 7S4, 7S5
ITEM UNIT QUANTITY
LF
CF
LF
LB
CY
Expansion Joints - Poured Joint with Backer Rod
Plain Neoprene Pads - 8"x1"
Concrete Traffic Railing, Bridge (36" Single-Sloped)
Reinforcing Steel (Superstructure)
Class II Concrete (Superstructure) - Flat Slab
ESTIMATED QUANTITIES FOR BRIDGE SUPERSTURCTURE - SPAN 1
N/A
33,180
2. Quantities for Expansion Joints are per joint.
1. Quantities for Plain Neoprene pads are per bearing line.
ITEM UNIT QUANTITY
LF
CF
LF
LB
CY
Expansion Joints - Poured Joint with Backer Rod
Plain Neoprene Pads - 8"x1"
Concrete Traffic Railing, Bridge (36" Single-Sloped)
Reinforcing Steel (Superstructure)
Class II Concrete (Superstructure) - Flat Slab
ESTIMATED QUANTITIES FOR BRIDGE SUPERSTURCTURE - SPAN 2
N/A
N/A
22,119
2. Quantities for Expansion Joints are per joint.
1. Quantities for Plain Neoprene pads are per bearing line.
(T Y P
SIDES OF SLAB)
BARS 4S (TYP. BOTH
-0.31% TO 1.89%
VARIES FROM
0.31% TO 1.89%
VARIES FROM
VARIES FROM 51'-4" TO 124'-7¼" COPING-TO-COPING (MEASURED ALONG THE DECK EDGE)
VARIES FROM 51'-4" TO 124'-7¼" COPING-TO-COPING (MEASURED ALONG THE DECK EDGE)
:3
:1
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B S u p e r s t D e t .d g
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
SHIFT TRANSVERSELY AS REQUIRED TO CLEAR BARS 5G1 AND FSB BARS 4K
69 ~ BARS 5B1 @ 9"±
6½" C.I.P. OVERLAY
SUPERSTRUCTURE SECTION B-B
SUPERSTRUCTURE SECTION C-C
SPANS 3 AND 4
(2 OF 6)
SUPERSTRUCTURE DETAILS B1-36
1/4"=1'
1'-4"
"4 32'-1 "4
32'-1 "2 15 SPACES @ 4'-3ƀ" = 21'-5 2'-1"
(TYP.)
DETAIL B-B
(TYP.)
DETAIL A-A
1'-4"
SHIFT TRANSVERSELY AS REQUIRED TO CLEAR BARS 5G1 AND FSB BARS 4K
62 ~ BARS 5B1 @ 9"±2"
6½" C.I.P. OVERLAY
(TYP.)
DETAIL A-A
(TYP.)
DETAIL B-B
¡ FSB (TYP.)
FSB (TYP.)
(TYP.)
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
(TYP. BETWEEN FSBs)
BARS 5G1
(TYP. BETWEEN FSBs)
4 ~ BARS 5B1
BARS 5A1
COPING LINE
(SEE NOTE 1)
BARS 4V
(SEE NOTE 1)
BARS 4S (TYP.)
(SEE NOTE 1)
BARS 4S (TYP.)
FSB (TYP.)
(TYP.)
(INDEX NO. 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
(SEE NOTE 1)
BARS 4V
¡ FSB (TYP.)
(TYP. BETWEEN FSBs)
BARS 5G1
COPING LINE
(TYP. BETWEEN FSBs)
4 ~ BARS 5B1
46'-8" COPING-TO-COPING
" COPING-TO-COPING2
151'-3
VARIES FROM 1.89% TO 2.00% VARIES FROM 1.89% TO 2.00%
VARIES FROM 1.89% TO 2.00% VARIES FROM 1.89% TO 2.00%
2'-0" MIN. LAP1"
BARS 5A2
2"
"4 32'-3 2'-4"
SHOULDER
10'-0"
NORTHBOUND LANE
12'-0"
SOUTHBOUND LANE
12'-0"
SHOULDER
10'-0"
2"
2'-0" MIN. LAP1"
BARS 5A2 BARS 5A1
"2 15 SPACES @ 4'-3ƀ" = 21'-52'-1"
SHOULDER
10'-0"
NORTHBOUND LANE
VARIES FROM 12'-0" TO 14'-0"
SOUTHBOUND LANE
VARIES FROM 12'-0" TO 14'-0"
SHOULDER
10'-0"
¡ BRIDGE / CROWN
¡ BRIDGE / CROWN
3. SEE SUPERSTRUCTURE DETAILS (3 OF 6) FOR DETAILS A-A AND B-B.
SECTION B-B AND SECTION C-C.
2. SEE SUPERSTRUCTURE (SHEETS 3 AND 4 OF 5) FOR
TO INDEX 521-427 INCLUDED IN THIS DRAWING SET.
FOR DETAILS AND PLACEMENT OF BARS 4S AND 4V REFER 1.
NOTES
"8 12'-4 "8
12'-4 4 SPACES @ 4'-8Ɓ" = 18'-9" "2
12'-34 SPACES @ 4'-8Ɓ" = 18'-9""2
12'-3
:3
:1
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B S u p e r s t D e t .d g
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
B1-37 1"=1'
SPANS 3 AND 4
(3 OF 6)
SUPERSTRUCTURE DETAILS
C-I-P TOPPING
COPING LINE
½"
FSB
BARS 5A1 AND 5A2
2" CL.
INDEX 521-427
BARS 4V
INDEX 521-427
TRAFFIC RAILING
36" SINGLE-SLOPE
M I N
½
C O
V E
R
½
TOPPING
C-I-P
(TYP.)
FSB
BARS 5A1 AND 5A2
CLEAR (TYP.)
1¼" MIN.
AND BACKER ROD NOTES
SEE BEAM GAP BACKER ROD DETAIL
BARS 5B1
BARS 5G1
BARS 5B1BARS 5B1 (TYP.)
BARS 5B1
VARIES
MIN.
½"
M A
X
½
M I N
OF FLANGES
GAP AT TOP
FSB
SEE NOTES
BACKER ROD,
TOP OF FLANGE (TYP.)
:3
:2
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B S u p e r s t D e t .d g n
BRIDGE NO. 934000
BEAM GAP BACKER ROD DETAIL
BEAM GAP BACKER ROD NOTES
DETAIL B-B
AT POCKETS
DETAIL A-A
CONCRETE PARAPET AT COPINGS
BARS 5A1 AND 5A2)
(PAIRED WITH
BARS 4L1
SEE BRIDGE TYPICAL SECTIONS FOR BEAM GAP SPACING.5.
THE BACKER ROD MAY REMAIN IN PLACE AFTER TOPPING CONCRETE PLACEMENT.4.
CONSTRUCTION ADHESIVE.
CONCRETE PLACEMENT AND TO BE MORTAR TIGHT USING A COMPATIBLE
SECURE THE BACKER ROD TO PREVENT DISPLACEMENT DURING TOPPING 3.
BACKER ROD DETAIL.
INSTALL THE BACKER ROD FROM THE TOP DOWN TO THE POSITION SHOWN IN THE2.
IN THE BACKER ROD DETAIL.
BETWEEN ADJACENT FSBS. MEASURE GAP AT THE TOP OF THE FLANGES AS SHOWN
DIAMETER 50% LARGER THAN THE FIELD VERIFIED MAXIMUM WIDTH OF THE GAP
OF ASTM C1330 OR ASTM D5249, TYPES 1 OR 3, WITH A MINIMUM UNCOMPRESSED
GAP BETWEEN ADJACENT FSBS. USE A BACKER ROD MEETING THE REQUIREMENTS
USE A BACKER ROD TO FORM THE BOTTOM OF THE CAST IN PLACE TOPPING AT THE 1.
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
1"=1'
SPANS 3 AND 4
(4 OF 6)
SUPERSTRUCTURE DETAILS B1-38
W
W /2W /2
¡ BEARING
¡ FSB***
2"±
C-I-P TOPPING
FSB
BARS 5E (TYP.)
BENT CAP
BARS 5A1 AND 5A2
٭٭"6 ٭٭"6
DIM A/2٭
2" CL. (TYP.)
� BEARING
FSB (TYP.)
C-I-P TOPPING
2½"2½"
INDEX 458-110
WITH BACKER ROD,
POURED JOINT
EXPANSION JOINT -
PREFORMED JOINT FILLER
EXPANDED POLYSTYRENE
� INTERMEDIATE BENT
INTERMEDIATE BENT CAP
BARS 5A1 AND 5A2
٭٭"½1-'1 ٭٭"½1-'1
AND 5A2 (TYP.)
BARS 5A1
٭٭"6
DIM A/2٭
2" CL. (TYP.)
� BEARING
FSB (TYP.)
C-I-P TOPPING
2½"
INDEX 458-110
WITH BACKER ROD,
POURED JOINT
EXPANSION JOINT -
EXPANDED POLYSTYRENE
� INTERMEDIATE BENT
INTERMEDIATE BENT CAP
BARS 5A1 AND 5A2
٭٭"¼0-'1 ٭٭"½1-'1
AND 5A2 (TYP.)
BARS 5A1
FLAT SLAB
BARS 5B1 BARS 5B1
BARS 5B1)
(PAIRED WITH
BARS 4L1
BARS 5G1
BARS 5B1
BARS 5B1
FSB BEARING PAD
1"x8"xX" PAD
MARK 5 AND 6)
PAD (BEARING PAD
FLAT SLAB BEARING
EXPANDED POLYSTYRENE
WITH BARS 5B1)
BARS 4L1 PAIRED
PAD (TYP.)
FSB BEARING
FILLER (TYP.)
PREFORMED JOINT
POLYSTYRENE
EXPANDED
OR PREFORMED JOINT FILLER
SHORT SECTION OF BACKER ROD
PREFORMED JOINT FILLER
SYSTEM, INDEX 458-110
ROD EXPANSION JOINT
POURED JOINT WITH BACKER
:4
:3 s t a n le y g r o u p .c o m
G F
S p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B S u p e r s t D e t .d g n
BRIDGE NO. 934000
* MEASURED PERPENDICULAR TO BEAM END.*
* SEE POUR EXPANSION JOINT DATA TABLE.
pad
ELEVATION
PLAN
pad pad
A T I O
N I N
G
D I R
E C
T I
60° ≤ Ø < 90° SIMILAR
Ø = 90° SHOWN;***
BEARING PAD DETAIL
DETAIL C-C
(REINFORCING WITHIN FSB NOT SHOWN FOR CLARITY)
DETAIL D-D
2" CL.
ALONG ¡ POCKET AT SPAN ENDS
DETAIL E-E
NO.
SPAN
NO.
BEAM
MARK
BEARING PAD
(in)
W pad
FSB BEARING PAD DATA TABLE
1 TO 12 1 50
1 TO 10 2 554
Table Date 8-15-23
AT INTERMEDIATE BENT 3 ALONG ¡ BEAM
BARS 4L1
(REINFORCING WITHIN FSB NOT SHOWN FOR CLARITY)
(INTERMEDIATE BENT 5 OPPOSITE HAND)
AT INTERMEDIATE BENT 4 ALONG ¡ BEAM
(INTERMEDIATE BENTS WITH EXPANSION JOINTS SHOWN)
(SEE SUPERSTRUCTURE DETAIL SHEET (5 OF 6) FOR FLAT SLAB BEARING DATA TABLE)
INDIVIDUAL PADS.
WIDTH EQUAL TO FULL LENGTH OF PILE CAP INSTEAD OF
THE CONTRACTOR MAY USE A SINGLE BEARING PAD WITH A 2.
SPECIFICATION 932.
MODULUS G = 150 PSI AND IN ACCORDANCE WITH
PROVIDE PLAIN ELASTOMERIC BEARING PADS WITH A SHEAR 1.
NOTES
BEAM GAP BACKER ROD, SEE NOTES
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
B1-39 ‚"=1'
(TYP.)
SEE INDEX 630-010
3 ~ 2" CONDUITS
BARS 8S12
BARS 8S12
BARS 4S
6" (MAX)
8 ~ 6S19 @
@ 6"
6 ~ 6S18
93 ~ 6S17 @ 6" (MAX)
12'-0" 10'-0" 1'-4"12'-0"1'-4"
¡ CROWN
¡ BRIDGE/
SHLDR.SHLDR. LANE LANE
SUPERSTRUCTURE SECTION D-D
@ 6"
6 ~ 4S9
3 SPA.
(MAX.) 6" EA
46 ~ 4S6 @ 1'-0" (MAX.)
Slope: 0.02 Ft/FtSlope: 0.02 Ft/Ft
CIP FLAT SLABBARS 6S13
6S15 & 6S16
BARS 6S146" 6"
6"
BARS 4S1
BARS 4S7
COPING LINE
(SEE NOTE 1)
BARS 4V
VARIES FROM 10'-0" TO 22'-2"
SPAN 5
(5 OF 6)
SUPERSTRUCTURE DETAILS
¡ CROWN
SAM SENTER RD./
¡ CONSTRUCTION
BARS 4S48
6" (MAX.)
8 ~ 4S10 @
521-427) (TYP.)
(INDEX NO.
TRAFFIC RAILING
36" SINGLE-SLOPE
** MEASURED PERPENDICULAR TO BEAM END.
* SEE POUR EXPANSION JOINT DATA TABLE.
ITEM UNIT QUANTITY
LF
CF
LF
LB
CY
Expansion Joints - Poured Joint with Backer Rod
Plain Neoprene Pads - 8"x1"
Concrete Traffic Railing, Bridge (36" Single-Sloped)
Reinforcing Steel (Superstructure)
Class II Concrete (Superstructure) - Flat Slab
ESTIMATED QUANTITIES FOR BRIDGE SUPERSTURCTURE - SPAN 5
N/A
9,320
2. Quantities for Expansion Joints are per joint.
1. Quantities for Plain Neoprene pads are per bearing line.
4S11
BARS
& 4S5
4S3, 4S4, BARS 4S2,
2" CL.
Dim A٭
POLYSTYRENE
EXPANDED
� BEARING
BRIDGE)٭٭
1'-0" (BEGIN
BRIDGE)٭٭
1'-0" (ENDEND BENT 1 CAP
¡ PILE CAP
BEGIN OR END BRIDGE/
(END BENT 1 SHOWN - END BENT 6 OPPOSITE HAND)
AT BEGIN/END BRIDGE ALONG ¡ FLAT SLAB
DETAIL F-F
EXP. MATERIAL (TYP.)
1" PREMOLDED
1"x8"xW.pad
(BEARING MARK 3 AND 7)
FLAT SLAB BEARING PAD
APPROACH SLAB
AND 4S10)
(BARS 4S6, 4S7, 4S8, 4S9,
7S20, AND 7S21
BARS 7S17, 7S18, 7S19,
(BARS 4S1, 4S4, AND 4S5)
BARS 4S1 AND 8S7
C-I-P FLAT SLAB
AND 6S18)
7S11 (BARS 6S13
BARS 7S4 AND
6S18, AND 6S19)
7S25 (BARS 6S17,
7S23, 7S24, AND
BARS 7S17, 7S22,
EXP. MATERIAL (TYP.)
1" PREMOLDED
AND 4S10)
(BARS 4S6, 4S7, 4S8, 4S9,
7S20, AND 7S21
BARS 7S17, 7S18, 7S19,
(BARS 4S1, 4S4, AND 4S5)
BARS 4S1 AND 8S7
C-I-P FLAT SLAB
AND 6S18)
7S11 (BARS 6S13
BARS 7S4 AND
6S18, AND 6S19)
7S25 (BARS 6S17,
7S23, 7S24, AND
BARS 7S17, 7S22,
DETAIL G-G
BENT 2 CAP
INTERMEDIATE
� BEARING
1'-0"**1'-0"**
1"x8"xW.pad (TYP.)
(BEARING MARK 4)
FLAT SLAB BEARING PAD
INDEX 458-110
BACKER ROD,
POURED JOINT WITH
EXPANSION JOINT -
(SEE DETAIL)
V-GROOVE
1/2" TOOLED
¡ INTERMEDIATE BENT
(DO NOT OVERFILL)
SEAL
V-GROOVE
1/2" TOOLED
BRIDGE DECK
V-GROOVE JOINT DETAIL
BAR DESIGNATIONS IN PARENTHESES ARE FOR END BENT 6.3.
SEE SUPERSTRUCTURE (SHEET 5 OF 5) FOR SECTION D-D.2.
TO INDEX 521-427, INCLUDED IN THIS DRAWING SET.
FOR DETAILS AND PLACEMENT OF BARS 4S AND 4V, REFER1.
NOTES
¡ INTERMEDIATE BENT 2
VARIES FROM 46'-8" TO 58'-0" COPING-TO-COPING (MEASURED ALONG THE DECK EDGE)
:4
:1
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B S u p e r s t D e t .d g
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
B1-40 1"=1'
(6 OF 6)
SUPERSTRUCTURE DETAILS
½ " ½
" DIM. A @ 70° F
(DEFLECTION DUE TO SELF WEIGHT AND BARRIERS)
(DEFLECTION DUE TO SELF WEIGHT AND BARRIERS)
24'-0" 24'-0"
24'-1"
12'-0½"12'-0½"
.3
.1
.1
MINIMUM OF 21 DAYS PRIOR TO CASTING TOPPING CONCRETE.
PROPOSE MODIFIED DIMENSIONS AS REQUIRED AND SUBMIT TO THE ENGINEER FOR APPROVAL A
MORE THAN ± 1" FROM THE THEORETICAL "NET BEAM CAMBER @ 120 DAYS" SHOWN IN THE TABLE, OF THE TOPPING CASTING. IF THE PREDICTED CAMBERS BASED ON FIELD MEASUREMENTS DIFFER
SHALL MONITOR BEAM CAMBERS FOR THE PURPOSE OF PREDICTING CAMBER VALUES AT THE TIME
THE VALUES GIVEN IN THE TABLE ARE BASED ON THEORETICAL BEAM CAMBERS. THE CONTRACTOR
SPAN 4SPANS 1 AND 2 CONTINUOUS SPAN
SPAN 1 SPAN 2
2 3 41
MATERIAL
POURED JOINT
ROD
BACKER
12'-0"12'-0"12'-0"12'-0"
SLAB
OR APPROACH
FSB, C-I-P SLAB,
BENT 2 BENT 3 BENT 4 BENT 5
BRIDGE
END
BRIDGE
BEGIN
APPROACH SLAB
FSB, C-I-P SLAB, OR
EJEJEJ
SPAN 3 SPAN 5
= POUR SEQUENCE NUMBER
(TYP.)
OF POUR
DIRECTION
CONTINUOUS UNIT.
ADJACENT POURS IN THE
IS REQUIRED BETWEEN
A MINIMUM OF 72 HOURS
:1
:5 s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B S u p e r s t D e t .d g n
BRIDGE NO. 934000
EXPANSION JOINT DETAIL
B
E A
R
IN
B
G I N
S
P A
N
DIM. D
� SPAN
B
E A
R
D
S
P A
N
CAMBER NOTE - SPANS 3 AND 4
B
E A
R
E A
R
SPANS 3 AND 4 DEAD LOAD DEFLECTION DIAGRAM
SPANS 1 AND 2 DEAD LOAD DEFLECTION DIAGRAM
B E
G I N
B
R I D
G E
B
E A
R
T
B
E N
T
I N
T
B
E N
T
B
E A
R
E A
R
D
B
R I D
G E
I N
T
B
E N
T
� SPAN
SPAN 5 DEAD LOAD DEFLECTION DIAGRAM
� SPAN� SPAN
MOVEMENT
TOTAL DESIGN
LOCATION
@ 70°F
DIM. "A"
PER 10°F
DIM. "A" ADJUSTMENT
INDEX 458-110
POURED EXPANSION JOINT DATA TABLE
END BENT 1
INT BENT 3
INT BENT 4
2"
2"
2" Ƅ" ƅ"
Ƅ"
0.0469"
2" ¼"INT BENT 5
2" ƃ"END BENT 6
Table Date 8-25-23
Expansion Joint. Work this table with Standard Plans Index 458-110.
Dim. "A" adjustment per 10°F shown is measured perpendicular to �
NOTE:
0.0311"
0.0261"
0.0208"
0.0104"
DECK POURING SEQUENCE
SEQUENCE NOTE:
DECK POURING
NO.
SPAN
LOCATION
NO.
BEAM
FOR FLORIDA SLAB BEAMS
CAMBER AND DEFLECTION DATA TABLE
(in.)
OF BEAM) @ 120 DAYS
(PRESTRESS - DEAD LOAD
NET BEAM CAMBER
@ 120 DAYS (in.)
DUE TO TOPPING CASTING
DEAD LOAD DEFLECTION
DIM. D
(in.)
OF BEAM) @ RELEASE
(PRESTRESS - DEAD LOAD
NET BEAM CAMBER
0.5669 1.3183 -0.4478
0.2263 0.5021 -0.0693
1-12
1-10
Table Date 8-25-23
NO.
BENT
MARK
BEARING PAD
(in)
W pad
FLAT SLAB BEARING PAD DATA TABLE Table Date 8-27-24
3 5
5 6
6 7
123'-4Ƅ"
73'-4Ɔ"
51'-4"
46'-8"
57'-3ƃ"
NOTE
G = 150 PSI AND IN ACCORDANCE WITH SPECIFICATION 932.
PROVIDE PLAIN ELASTOMERIC BEARING PADS WITH A SHEAR MODULUS 1.
ITEM UNIT QUANTITY
LF
CF
LF
LB
CY
Expansion Joints - Poured Joint with Backer Rod
Plain Neoprene Pads - 8"x1"
Concrete Traffic Railing, Bridge (36" Single-Sloped)
Reinforcing Steel (Substructure)
Class II Concrete (Superstructure) - Overlay
ESTIMATED QUANTITIES FOR BRIDGE SUPERSTURCTURE - SPAN 3
13212 diaphargms, copings, and overlay pockets.
4. Concrete quantities includes the quantities for the
3. Quantities for Expansion Joints are per joint.
2. Quantities for Plain Neoprene pads are per bearing line.
1. Quantities are for Span 3.
ITEM UNIT QUANTITY
LF
CF
LF
LB
CY
Expansion Joints - Poured Joint with Backer Rod
Plain Neoprene Pads - 8"x1"
Concrete Traffic Railing, Bridge (36" Single-Sloped)
Reinforcing Steel (Substructure)
Class II Concrete (Superstructure) - Overlay
ESTIMATED QUANTITIES FOR BRIDGE SUPERSTURCTURE - SPAN 4
diaphargms, copings, and overlay pockets.
4. Concrete quantities includes the quantities for the
3. Quantities for Expansion Joints are per joint.
2. Quantities for Plain Neoprene pads are per bearing line.
1. Quantities are for Span 4.
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95DATA TABLE
BEAM DETAILS
1"=1'
B1-41
Bent 4
Intermediate�
Bent 5
Intermediate�
1'-1½" 1'-1½" 1'-1½"
Edge of Beam
18 Sp. @ 2" = 3'-0"
Bent 3
Intermediate�
1'-1½"
9"
4'-2"
9"16 Sp. @ 2" = 2'-8" "2
4'-7"
"2
:4
:3
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B
D a t a
T a b le
.d g n
BRIDGE NO. 934000
TYPE 1 22 STRANDS
STRAND DESCRIPTION: Use 0.60 Diameter, Grade 270, Low Relaxation Carbon Steel Strands stressed at 44 kips each. Area per strand equals 0.217 sq. in.
Direction of Stationing
END 1 END 2 END 1 END 2
SPAN 3 SPAN 4
- fully bonded strands.
STRAND DEBONDING LEGEND
strand.
length shall be measured along the debonded
NOTE: On beams with skewed ends the debonded
DIMENSION NOTES
at mid-height of the beam.
along the centerline. Dimension "R" is calculated sheet with a single asterisk (*) are measured ll longitudinal beam dimensions shown on this A *
STRAND PATTERNS
Ø=90° (TYP.)
V2V1S2S1
REINFORCING STEEL
NO.
4K
DIM Y
6Y2
DIM Y
6Y1
DIM DNO.
4D3
DIM D
4D24D1
DIM DDIM RDIM LEND 2END 1
ANGLE Ø
END 2END 1
CASE
PLAN VIEWSTND.
PTRN.
TYPERelease28 Day
STRENGTHS (psi)
CONCRETE PROPERTIES
CLASS
LOCATION
Table Date 12-01-22FLORIDA SLAB BEAM - TABLE OF VARIABLES
DIM EDIM W
DIMENSIONS*
BEAM
NO.
SPAN
NO.
BEAM
TYPE
BEAM
DIM C
3C
NO. NO.DIM ENO.
5E1 5E2
2-11
FSB 12x50
FSB 12x50
FSB 12x50
V1
V1
V1
1 1
1 1
90 90
90 4'-2"
4'-2"
4'-2"
35'-4Ƅ"
35'-4Ƅ"
35'-4Ƅ"
Ɗ"
Ɗ"
Ɗ"
3'-9½"
3'-9½"
3'-9½"
2'-1"
2'-1"
2'-1"
2'-1"
2'-1"
2'-4"
2'-1"
2'-1"
2'-1"
70 4'-6"
2'-9½"
2'-9½"
2'-9½"
2'-9½"
2'-9½"
2'-9½"
NO. OF BAR SPACES (4K)
NOTE: Work this sheet with Standard Plans Index 450-450 and 450-451.
BAR SPACING (4K) *
TYPE 2 15 STRANDS
FSB 12x55 V1 8500 6000 1 1 90 90 4'-7" 68 4'-2½" 2'-3½" 2'-3½"20 -- 44 4'-3½" 3'-2½" 3'-2½" 128 8 6 10 81 6000 2 1 1 90 90 Ɓ" 2'-3½" -- 10
FSB 12x55 V1 8500 6000 2 1 1 90 90 4'-7" Ɓ" 68 4'-2½" 2'-3½" 2'-3½" 2'-3½"20 44 - 4'-3½" 3'-2½" 3'-2½" 128 8 6 10 8
10 FSB 12x55 V1 8500 6000 2 1 1 90 90 4'-7" Ɓ" 68 4'-2½" 2'-3½" 2'-3½" 2'-3½"20 -- 44 4'-3½" 3'-2½" 3'-2½" 128 8 6 10 8
2-9
32 3'-10½"
3'-10½"
22'-10Ɓ"
22'-10Ɓ" 4'-5"
6½"6½" 6½"
22'-10Ɓ"
6½" � Bearing (Typ.)
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
10 12
8'-0" 2'-0"
PT STA. 99+38.81
A
.0
CR 880
¡ CONSTRUCTION
121110
OVERLAY
ASPHALT
LIMIT OF
RAILING
LT. TRAFFIC
GUTTERLINE
RAILING
RT. TRAFFIC
GUTTERLINE
OVERLAY
ASPHALT
LIMITS OF
OVERLAY
ASPHALT
LIMIT OF
RAILING
RT. TRAFFIC
GUTTERLINE
D ir e c t io n o f
S t a t io n in g
73'-8" R
Direction of Stationing
(INDEX 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
(INDEX 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
(INDEX 521-427)
TRAFFIC RAILING
36" SINGLE-SLOPE
N
N
N
N
STA. 10+00.00
¡ SAM SENTER RD.
STA. 99+19.00
¡ CR 880
L1=10'-0"
L2=10'-0"
L2=10'-0"
M1 1' -4
M2
1'-4"
M
M
1'-4"
STA. 10+20.77
APP. SLAB 1
BEGIN
STA. 11+73.35
APP. SLAB 2
END
L1=10'-0"
8'-0"
26'-2"R
73'-8"R
°0 '0
(T Y P
LT. COPING
LT. COPING
RT. COPING
RT. COPING
¡ BRIDGE
SAM SENTER RD./
¡ CONSTRUCTION
LOCATION
M2M1
DIMENSIONS
ANGLE Ø
L1 L2
APPROACH SLAB TABLE OF DIMENSIONS
90° 0' 0"
90° 0' 0"
10'-0"10'-0"
10'-0" 10'-0"
Table Date 8-20-23
Approach Slab 2
Approach Slab 1 sidewalks.
Dimensions L1 & L2 are measured along gutter line and inside face of railing on raised
Dimension Notes:
1'-4"
1'-4" 1'-4"
1'-4"
N1 N2 N3 N4
129'-10¼" 123'-11¾"
56'-2ƃ" 58'-8½"N/A N/A
N/A N/A
NOTES
STA. 10+30.77
¡ END BENT 1
BEGIN BRIDGE
END APP. SLAB 1
STA. 11+63.35
¡ END BENT 6
END BRIDGE
BEGIN APP. SLAB 2
1. WORK THIS SHEET WITH FDOT INDEX NO. 400-090.
(1 OF 2)
APPROACH SLAB
OVERLAY
ASPHALT
LIMIT OF
OVERLAY
ASPHALT
LIMIT OF
ITEM UNIT QUANTITY
Concrete Traffic Railing, Bridge (36" Single-Sloped)
Reinforcing Steel
Class II (Bridge Deck) Concrete
LF
CY
CY
ESTIMATED QUANTITIES FOR BRIDGE APP. SLAB No. 1
ITEM UNIT QUANTITY
Concrete Traffic Railing, Bridge (36" Single-Sloped)
Reinforcing Steel
Class II (Bridge Deck) Concrete
LF
CY
CY
ESTIMATED QUANTITIES FOR BRIDGE APP. SLAB No. 2
RAILING
LT. TRAFFIC
GUTTERLINE
521-427)
(INDEX
RAILING
TRAFFIC
SLOPE
36" SINGLE-
"8
APPROACH SLAB 2 PLAN
APPROACH SLAB 1 PLAN
Wingwall Plan View
End Bent 1
:4
:5
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B
A p p r o a c h S la b .d g n
BRIDGE NO. 934000
1"=15'
B1-42
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
NOTES
TRAFFIC RAILING NOT SHOWN FOR CLARITY.2.
WORK THIS SHEET WITH FDOT INDEX NO. 400-090.1.
1"=10' B1-43
CROWN
SAM SENTER RD./
¡ CONSTRUCTION
¡ END BENT 1
BEING BRIDGE/
SPLICE (TYP.)
3'-10" MIN. LAP
SPLICE (TYP.)
3'-10" MIN. LAP
3" COVER
(M
A X
(B
O T
(M
A X
(T
O P
164 ~ 8A2 @ 9" (MAX.) (BOT.)
123 ~ 5A1 @ 1'-0" (MAX.) (TOP)
5 ~ 8A4 @ 9" (MAX.) (BOT.)
4 ~ 5A3 @ 1'-0" (MAX.) (TOP) 5 ~ 8A4 @ 9" (MAX.) (BOT.)
4 ~ 5A3 @ 1'-0" (MAX.) (TOP)
BEGIN APP SLAB 1
(M
A X
(B
O T
(M
A X
(T
O P
(M
A X
(B
O T
(M
A X
(T
O P
(M
A X
(B
O T
(M
A X
(T
O P
(M
A X
(T
O P
C
CROWN
SAM SENTER RD./
¡ CONSTRUCTION
¡ END BENT 6
END BRIDGE/
END APP SLAB 2
9" (BOT.)
12" (TOP)
(M
A X
(T
O P
(M
A X
(B
O T
78 ~ 8A2 @ 9" (MAX.) (BOT.)
59 ~ 5A1 @ 1'-0" (MAX.) (TOP)
SPLICE (TYP.)
3'-10" MIN. LAP1" (MIN.) (TYP.)
N
(MAX.) (TOP)
3 ~ 5C1 @ 12"
3" (TYP.)
8A6 (BOT.)
5A5 (TOP)
8A4 (BOT.)
5A3 (TOP)
APPROACH SLAB 2 PLAN - REINFORCEMENT DETAILS
APPROACH SLAB 1 PLAN - REINFORCEMENT DETAILS
(2 OF 2)
APPROACH SLAB
5C1
2" (M
AX.
TOP
3 ~ 5C1 @
12" (MAX.) (TOP)
:5
:0
P
M s t a n le y g r o u p .c o m g f s p r o j e c t s P a lm
B e a c h
C o u n t y .0
C
A D
D p la n s s t r u c t
B
B
A p p r o a c h S la b .d g
10 11
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
E.H
ERIC HUSKEY, P.E. NO. 56593
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
S.S.
2019803
A.A.CR 880 AT SAM SENTER ROAD
REPLACEMENT
INTERSECTION IMPROVEMENT AND BRIDGE
11/5/24
OF 95
SLAB 1
APPROACH
SLAB 2
APPROACH
SAM SENTER RD.
CONTRUCTION¡
B1-44
SLOPE PROTECTION
RUBBLE RIPRAP
1"=30'
A A
1:2.5 TO 1:2.8 (TYP.)
SLOPE VARIES FROM
A A
INSTALLED (TYP.)
RUBBLE RIPRAP TO BE
APPROX. LIMITS OF NEW
SECTION A-A
(MIN.)
(M
IN
END BENT CAP
FILTER FABRIC
2'-0"
4'-0"
2'-4"
SLOPE
TOE OF
EL. -3.42 TO -1.42
VARIES FROM
1:2.5 (V:H) TO 1:2.8 (V:H)
CANAL SLOPE VARIES FROM
2'-9"
1'-0"
EL. 14.08
STONE
BEDDING
SECTION B-B
(MIN.)
(M
IN
END BENT CAP
FILTER FABRIC
2'-0"
4'-0"
2'-4"
SLOPE
TOE OF
EL. -3.42 TO -1.42
VARIES FROM
1:2.5 (V:H) TO 1:2.8 (V:H)
CANAL SLOPE VARIES FROM
2'-9"
1'-0"
EL. 14.08
STONE
BEDDING
N O
T E
TYPE A
RUBBLE RIPRAP
PA…
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