reinforced concrete slope pavement bridge no. 1 …
TRANSCRIPT
4’-0"
SHLD.
11’-0"
SHLD.
11’-0"
12’-0" = 36’-0"
3 LANES @
SHLD.
12’-0"
12’-0" = 48’-0"
4 LANES @
SHLD.
12’-0"
TOTAL BRIDGE LENGTH = 250’-0"
127’-0" 123’-0"
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
47026-3280-14
2020
05/18
03/19
10/25/2019
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SR115-
KN
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LA
Y12
02.d
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ENGINEER OF STRUCTURES
CORRECT
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
NINU SHOUKATH
LAY1202.DGN
GRADE SKETCH
(CHEROKEE TRAIL)
GRADE SKETCH
(STATE ROUTE 115)
MATT TERRY
FABRIC (TYP.)
OR EROSION CONTROL
2’-0" SOD STRIP
BERM
(TYP.)
(TYP.)
SLOPE PAVEMENT
4" CONCRETE
(CHEROKEE TRAIL)
FINISHED GRADE LINE
a SURVEY AND
90° (TYP.)
(SCALE: 1" = 20’-0")
PLAN
STA. 181+56.08 OFFSET 59’-0" RT. (STATE ROUTE 115)
STA. 124+67.65 OFFSET 56’-1" RT. (CHEROKEE TRAIL)
POINT OF MIN. VERTICAL CLEARANCE
SID
EW
AL
KS
HL
D.
SID
EW
AL
K
5’-
6"
5’-
6"
SH
LD.
LA
NE
S
= 36’-
0"
10’-
0"
(3)
12’-
0"
LA
NE
S
= 36’-
0"
(3)
12’-
0"
10’-
0"
CHEROKEE TRAIL
STA. 181+00.00
N 590545.3721
E 2575930.9493
S 82°55’38" W
N 07°0
4’2
2"
W
18" RCP18" RCP
a BENT NO. 1
STATE ROUTE 115
115/ US 129)
(STATE ROUTE
a SURVEY
ST
A. 124
+10
ST
A. 124
+20
ST
A. 124
+30
ST
A. 124
+40
ST
A. 124
+50
ST
A. 126
+00
ST
A. 126
+10
ST
A. 126
+20
ST
A. 126
+30
ST
A. 126
+40
16"
W
16"
W
6’-
0"
6’-
0"
104’-
0" R
OA
DW
AY
ST
A. 124
+60
ST
A. 126
+45
ST
A. 124
+05
I
I
F
(SCALE: 1" = 20’-0")
900
910
890
880
870
860
850
124+00 125+00 126+00
ELEVATION
GROUNDLINE
APPROXIMATE EXISTING
F DENOTES: FIXED
DENOTES: INTEGRALI
(TYP.)
6:1-0.02g 6:1-0.02g
FTFT
-0.04
FTFT-0.04
V1
REQUIRED MIN. VERTICAL CLEARANCE = 16’-6"V1 DENOTES:
(TYP.)
ABUTMENT
RT. ANGLE TO
2:1 SLOPE AT
SLOPE PAVEMENT
4" THICK CONCRETE
ACTUAL MIN. VERTICAL CLEARANCE = 17’-5�"
5.520% -3.560% VP
T
ST
A. 127
+50.0
0
EL
EV. 9
08.5
5
EL
EV. 915.6
7
VPI S
TA. 125
+50.0
0
VP
C
ST
A. 123
+50.0
0
EL
EV. 904.6
3
V.C. = 400.00’
LIMITS OF STRUCTURE
VP
T
ST
A. 17
9+5
0.0
0
EL
EV. 8
72.1
1
6.400%
LIST OF DRAWINGS DWG. NO.
LAYOUT OF BRIDGE
GENERAL NOTES AND ESTIMATED QUANTITIES
FOUNDATION DATA
SUPERSTRUCTURE
SUPERSTRUCTURE DETAILS
SUPERSTRUCTURE DETAILS
SUPERSTRUCTURE DETAILS
ABUTMENT NO. 1
ABUTMENT NO. 1 DETAILS
ABUTMENT NO. 1 DETAILS
ABUTMENT NO. 1 DETAILS
ABUTMENT NO. 2
ABUTMENT NO. 2 DETAILS
ABUTMENT NO. 2 DETAILS
ABUTMENT NO. 2 DETAILS
BENT NO. 1
BENT NO. 1 DETAILS
FINAL FOUNDATION DATA
BILL OF STEEL
REV.DATE
LAST
LIST OF STANDARD DRAWINGS DWG.NO. REV.DATE
AT BRIDGE ENDS
GENERAL DETAILS
DESIGN CRITERIA
GENERAL DETAILS
CONSTRUCTION DETAILS
STANDARD PILE DETAILS
STANDARD PILE DETAILS
STANDARD SEISMIC DETAILS
STANDARD SEISMIC DETAILS
08-24-11
05-01-95
04-08-05
04-08-05
03-02-02
06-10-96
10-25-93
05-01-14
11-01-10
11-07-94
10-07-08
04-08-05
05-01-14
STD-1-2SS
STD-1-5
STD-1-7
STD-1-8
STD-4-1
STD-4-2
STD-4-3
STD-4-4
STD-5-1
STD-5-2
STD-6-1
STD-6-2
STD-9-1
STD-10-1
STD-14-1 FOR BULB-TEE BEAMS
MISCELLANEOUS ABUTMENT AND DRAINAGE DETAILS
RD01-SA-1 10-15-02SLOPE PROTECTION
SAFETY APPROACH TO UNDERPASSES GRADING DESIGN AND
LAST
LA
NE
12’-
0" T
UR
N-IN
BENT NO. 1 DETAILS
TRI-STAR STATE EMBLEM FINISH DETAILS
STD-11-1
STD-8-6
STANDARD DETAILS AND INTERMEDIATE DIAPHRAGM DETAILS
F.G. ELEV. 907.09
STA. 123+99.65
BEGINNING OF BRIDGE
F.G. ELEV. 910.98
STA. 126+49.65
END OF BRIDGE
F.G. ELEV. 910.84
STA. 125+26.65
a BENT NO. 1
STA. 123+99.65
BEGINNING OF BRIDGE
STA. 125+26.65
STA. 126+49.65
END OF BRIDGE
CONST. NO.
R-STP/NH-115(29)
2020
KNOX COUNTY
STATION 125+26.65
BRIDGE ID. NO. 47SR1150007
STATE ROUTE 115
OVER
CHEROKEE TRAIL
LAYOUT OF BRIDGE
BRIDGE NO. 1
MMD/ALP 03/19
DESIGN SPEED = 35 mph
AND TWO 5’-6" SIDEWALKS
104’-0" ROADWAY WITH STD-11-1 BRIDGE RAIL
U-82-168
5’-
0"
(TY
P.)
05-01-14
PIN NO. 100241.03
AND STD-1-8.
SEE STANDARD DWG. NOS. STD-1-6, STD-1-7,
DENOTES: 2’ X 8’-7" END OF BRIDGE DRAIN.
DRAINS ON NORTH AND SOUTH SIDES OF BRIDGE.
NOTE: STATIONS SHOWN IN PLAN VIEW APPLY TO
SEE STANDARD DWG. NO. STD-1-2SS.
DENOTES: GRATE DRAIN (TYPE 2)
CONCRETE PARAPETS AND BRIDGE DECK DRAIN DETAIL
STEEL SLIDER PLATE ASSEMBLIES FOR SINGLE SLOPE
REINFORCED CONCRETE PAVEMENT AT BRIDGE ENDS
04-28-97STD-1-6 PAVEMENT AT BRIDGE ENDS
BRIDGE END DRAIN DETAILS 2’ X 8’-7" & 4’ X 8’-7" WITH
PAVEMENT AT BRIDGE ENDS
BRIDGE END DRAIN DETAILS 2’ X 8’-7" & 4’ X 8’-7" WITH
BRIDGE END DRAIN DETAILS 2’ X 8’-7" WITH PAVEMENT
STANDARD PRECAST PRESTRESSED BRIDGE DECK PANELS
STANDARD PRECAST PRESTRESSED BRIDGE DECK PANELS
STANDARD PRECAST PRESTRESSED BRIDGE DECK PANELS
STANDARD PRECAST PRESTRESSED BRIDGE DECK PANELS
SLABS
STANDARD REINFORCING BAR SUPPORT DETAILS FOR CONCRETE
10-03-18
TUBING
BRIDGE RAILING CONCRETE PARAPET WITH STRUCTURAL
A
A
A
A
4"
A
A
9"
REINFORCED CONCRETE SLOPE PAVEMENT
3’-
0"
RD01-SA-1 FOR LIMITS OF SLOPE PROTECTION.
DEPTH OF GROOVE TO BE NOT LESS THAN 1". SEE STANDARD DWG. NO.
AND AT RIGHT ANGLES TO THE UNDER ROADWAY CENTER LINE AT 6’ CENTERS.
IN OR AGAINST THE SLAB. THE SLAB SHALL BE GROOVED PARALLEL WITH
FORMED ABOUT ALL STRUCTURES AND FEATURES PROJECTING THROUGH,
PREMOLDED EXPANSION JOINTS WITHOUT LOAD TRANSFERS SHALL BE
ITEM 709-04, REINFORCED CONCRETE SLOPE PAVEMENT. ONE-HALF INCH
FABRIC REINFORCEMENT TO BE INCLUDED IN THE UNIT PRICE BID FOR
EDGE WITH A 12" LAP REQUIRED ON ALL SHEETS. THE COST OF THE WIRE
AT ONE-HALF THE DEPTH OF THE SLAB AND EXTEND TO WITHIN 3" OF ITS
AND 58 LB. PER 100 S.F. THE WIRE FABRIC REINFORCEMENT SHALL BE PLACED
CONCRETE SLAB REINFORCED WITH NO. 4 GAGE WIRE FABRIC @ 6" CENTERS
PAVE SLOPES AND EXPOSED EARTH UNDER BRIDGES WITH 4" THICK CEMENT
STD-1-5 (TYP.)
DWG. NO.
SEE STANDARD
BRIDGE ENDS
PAVEMENT AT
FOUNDATION DATA
AND U-82-181.
U-82-178, U-82-179,
SEE DWG. NOS.
FOR P.C.O. ELEV.
P.C.O DENOTES: PILE CUT-OFF
AND U-82-185.
U-82-183,
U-82-182,
SEE DWG. NOS.
FOR P.C.O. ELEV.
PRESTRESSED BULB-TEE BEAM SPAN NO. 1
PRESTRESSED BULB-TEE BEAM SPAN NO. 2
U-82-168
U-82-169
U-82-170
U-82-171
U-82-172
U-82-173
U-82-174
U-82-175
U-82-176
U-82-177
U-82-178
U-82-179
U-82-180
U-82-181
U-82-182
U-82-183
U-82-184
U-82-185
U-82-186
U-82-187
U-82-188
U-82-189
U-82-190
ALI OMAR
03-26-14
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
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E
SS
EE
.
2
SIWEL DIVAD .C
05/19
U-82-187.
U-82-186 AND
SEE DWG. NOS.
FOR P.C.O. ELEV.
LUMINAIRE
DENOTES: PROPOSED UNDERPASS
IN PARAPET WALL
2"w CONDUIT
DENOTES: PROPOSED 6"s6"
PARAPET MOUNT JUNCTION
BOX
UP 1
UP 2 UP 3
UP 4
10’-
0"
MIN.
EM
BE
D.
1’-
0"
2’-0" w
YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
ENGINEER OF STRUCTURES
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
CORRECT
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
GENERAL NOTES
PROJECT NO.
GN1202.DGN
ESTIMATED QUANTITIES
UNIT
DRY EXCAVATION (BRIDGES)
TON
LB.
C.Y.
LB.
C.Y.
S.Y.
7
1
2
3
6
7
L.F.
L.F.
L.F.
L.F.
NOTE: INTERMEDIATE DIAPHRAGMS SHALL BE PAID FOR IN
ACCORDANCE WITH STANDARD DRAWING STD-14-1.
NOTE: GRANULAR BACKFILL SHALL BE CLASS "A" GRADING "D"
MATERIAL. SEE STANDARD DRAWING STD-10-1.
GRANULAR BACKFILL (BRIDGES)
6" PIPE UNDERDRAIN
204-02.01
303-01.02
604-02.03
604-03.01
604-03.02
604-03.32
604-04.01
710-09.01
710-09.02
6" PERFORATED PIPE WITH VERTICAL DRAIN SYSTEM
APPLIED TEXTURE FINISH (NEW STRUCTURES)
STEEL BAR REINFORCEMENT (BRIDGES)
EPOXY COATED REINFORCING STEEL
APPLIED TEXTURE
FINISH WHITE
FED. SPEC. NO. 37886
APPLIED TEXTURE FINISH SKETCH
2020
PRESTRESSED CONCRETE BULB TEE BEAM (6" WEB)(BT-72)
CENTER TO CENTER.
SPACING OF OVERHANG BRACKETS FOR BULB-TEE BEAMS NOT EXCEED 2’-0"
SLAB OVERHANGS SUPPORTED BY BULB-TEE BEAMS: IT IS RECOMMENDED THAT
L.F.
604-03.04 S.Y. PAVEMENT @ BRIDGE ENDS
FOR APPROVAL.
CONTRACTOR SHALL SUBMIT A PROPOSED BILL OF STEEL TO THE ENGINEER
NOTE: PRIOR TO CONSTRUCTION OF THE PAVEMENT AT BRIDGE ENDS, THE
1
STEEL PILES (10 INCH)606-02.03
4
5
ABUT. NO. 2
THE PRESTRESSED BEAM.
CEMENT TO BE INCLUDED IN THE UNIT PRICE BID FOR
NOTE: COST OF ELASTOMERIC PADS AND RUBBER BONDING
C.Y.
TOTAL SUPERSTRUCTUREITEM NO.
THOROUGHLY COMPACTED BEFORE ANY ABUTMENT PILES ARE DRIVEN.
NOTE: THE FILLS AT THE ENDS OF THE BRIDGE SHALL BE IN PLACE AND
606-02.06 EA.
INCLUDE FURNISHING AND INSTALLATION TO THE PILES.
NOTE: THE UNIT PRICE BID FOR THE CAST STEEL POINTS SHALL8
8
5 3
6
2
ARTICLE 604.22 OF THE STANDARD SPECIFICATIONS.
BRIDGE DECK SURFACE FINISH: TO BE IN ACCORDANCE WITH METHOD 1 IN
EXCAVATION BASED ON FINAL PROFILE AT ABUTMENTS AND BENTS.
9
CLASS "A" CONCRETE (BRIDGES)
CLASS "DS" CONCRETE (BRIDGE DECK)
ABUT. NO. 1 BENT NO. 1
CONST. NO. 47026-3280-14
604-04.41 THREE STAR STATE EMBLEM EA.
FED. SPEC. NO. 36440
MOUNTAIN GRAY
APPLIED TEXTURE FINISH
2ND EDITION WITH INTERIMS.
SPECIFICATIONS FOR LRFD SEISMIC BRIDGE DESIGN, 2011,
2017 8TH EDITION WITH INTERIMS AND THE AASHTO GUIDE
DESIGN SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,
DESCRIPTION
DEAD LOAD INCLUDES 35 LB./SQ. FT. FOR FUTURE WEARING SURFACE.
AS = 0.189, SDS = 0.339, SD1 = 0.119, (1000 YEAR RETURN PERIOD).
LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "A" WITHR-STP/NH-115(29)
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
ESTIMATED QUANTITIES
GENERAL NOTES AND
BRIDGE NO. 1
620-05
PRICE BID FOR PERFORATED PIPE.
ITEMS NECESSARY FOR INSTALLATION TO BE INCLUDED IN THE UNIT
NOTE: COST OF POLYETHYLENE SHEETING AND ALL MISCELLANEOUS
MATT TERRY
615-01.12
MMD/ALP
RODNEY CHANDLER 03-19
03-19
01-19
BEARING OF 75 TONS FOR THE BENTS AND 75 TONS FOR THE ABUTMENTS.
TO BE HP10s42 DRIVEN TO REFUSAL ON ROCK OR A MINIMUMPILES:
ACCEPTABLE FOR THE TYPE FACILITY CROSSED.
NOR MAY THE VERTICAL CLEARANCES BE LESS THAN THE MINIMUM
SEPARATIONS, THE HORIZONTAL CLEARANCES MAY NOT BE REDUCED,
AND FLOOD CLEARANCES MAY NOT BE REDUCED; FOR GRADE
CONTRACT PLANS STRUCTURE. ADDITIONALLY, THE WATERWAY OPENING
BOTH THE SERVICE LEVEL AND ULTIMATE CAPACITIES OF THE
STRUCTURAL EQUIVALENCY OF THE BRIDGE AND MUST MEET OR EXCEED
BRIDGE DESIGN PROPOSALS MAY NOT DIMINISH THE FUNCTIONAL OR
VALUE ENGINEERING ALTERNATE BRIDGE DESIGN CRITERIA: ALTERNATE
FINISH SHALL BE MEASURED AND PAID FOR UNDER ITEM 604-04.01.
HAULING OPERATIONS AT THE BRIDGE SITE. THE APPLIED TEXTURE
FINISH SHALL BE APPLIED PRIOR TO COMPLETION OF PAVING AND
FINISH SHALL BE USED IN LIEU OF A CLASS II FINISH. NO TEXTURE
SPECIFICATION. A CLASS I FINISH FOLLOWED BY AN APPLIED TEXTURE
ACCORDANCE WITH SECTION 604.21 OF THE TENNESSEE STANDARD
FINISHING CONCRETE SURFACES: CONCRETE FINISHING SHALL BE IN
THE UTILITY MAY BE REQUIRED, IT SHALL BE DONE BY THE OWNER OF THE SAME.
THESE UTILITIES FROM ANY DAMAGE. WHERE RELOCATION OR READJUSTMENT OF
CONSTRUCTION, IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PROTECT
UTILITIES: WHERE UNDERGROUND UTILITIES MAY BE ENCOUNTERED DURING
ALLOWED THE CONTRACTOR AS A RESULT.
OTHERS IN THE INSTALLATION OF UTILITIES WITH NO ADDITIONAL COMPENSATION
NOT BE PAID FOR AS A BRIDGE ITEM. THE CONTRACTOR SHALL COOPERATE WITH
AND LABOR NECESSARY FOR THE COMPLETE INSTALLATION OF UTILITIES SHALL
: IT IS INTENDED THAT THE COST OF MATERIALSSPECIAL NOTE FOR UTILITIES
(BRIDGES), ITEM NO. 604-03.01.
INCLUDED IN THE UNIT PRICE BID FOR CLASS "A" CONCRETE
INSTALLATION OF 34 ANCHOR BOLT ASSEMBLIES SHALL BE
NOTE: THE COST OF ALL MATERIALS AND LABOR NECESSARY FOR THE
FED. SPEC. NO. 36440
MOUNTAIN GRAY
APPLIED TEXTURE FINISH
595
607
614
304
74
332,276
7,166
4
162
2,946
40
322,922
2,599
110
116
307
152
37
4,677
12,665
2
36
20
110
117
307
152
37
4,677
12,741
2
36
20
375
299
66,401
TENNESSEE DEPARTMENT OF TRANSPORTATION (JANUARY 1, 2015 EDITION).
SPECIFICATIONS: STANDARD ROAD AND BRIDGE SPECIFICATIONS OF THE
SHOP DRAWINGS: SEE SECTION 105.02 OF THE STANDARD SPECIFICATIONS.
ACCOMMODATED AT THE REAR FACE.
SHALL BE KEPT CONSTANT, WITH VARIATION DUE TO CROSS SLOPE
PERPENDICULAR TO THE SLAB. THE DIMENSIONS AT THE TRAFFIC FACE
DRAWING STD-11-1. THE RAILING SHALL BE FORMED AND CAST PLUMB, NOT
BRIDGE RAIL SYSTEM: BUILD BRIDGE RAILINGS ACCORDING TO STANDARD
PROTECTION FOR WORKERS INSTALLING DECKING ABOVE 15 FEET.
NOTE: THE CONTRACTOR SHALL PROVIDE 100% CONVENTIONAL FALL
STANDARD DRAWING STD-5-1 FOR ADDITIONAL NOTES.
PILES SHALL BE EQUIPPED WITH CAST STEEL POINTS. ALSO, SEENOTE:
SHALL BE ORDERED UNTIL FINAL ELEVATIONS HAVE BEEN DETERMINED.
OTHER ITEMS. NO REINFORCING STEEL FOR BENT COLUMNS OR FOOTINGS
ROCK. COST OF ROD SOUNDING TO BE INCLUDED IN THE UNIT PRICE BID FOR
ENGINEER WILL DECIDE IF PILES WILL BE USED OR THE FOOTINGS CARRIED TO
MADE AS DIRECTED BY THE ENGINEER. FROM THE RESULTS OBTAINED THE
BOTTOM OF FOOTING ELEVATIONS SHOWN; ROD SOUNDINGS SHALL THEN BE
: FOUNDATIONS FOR BENTS SHALL BE EXCAVATED TO THESPECIAL NOTE
852852
9
C.Y.709-04 REINFORCED CONCRETE SLOPE PAVEMENT 153 82 71
575
NOTED OTHERWISE.
= 3,000 PSI EXCEPT ASf’cCONCRETE: TO BE CLASS "A" (CAST IN PLACE)
OTHERWISE. SEE SECTION 604 AND 907 OF THE STANDARD SPECIFICATIONS.
REINFORCING STEEL: SHALL BE ASTM A615 GRADE 60 UNLESS NOTED
ARTICLE 604.05 OF THE STANDARD SPECIFICATIONS.
ROTATION. SEE STANDARD DRAWINGS STD-4-1 THRU 4, STD-14-1, AND
ELSEWHERE IN ACCORDANCE WITH THE SPECIFICATIONS TO PREVENT GIRDER
BE POURED CONCURRENTLY WITH THE DECK AND SHALL BE PROVIDED
DIAPHRAGMS, SUPPORT DIAPHRAGMS, OR ABUTMENT BACKWALLS ARE TO
MUST BE USED AT THE ENDS OF PRECAST CONCRETE GIRDERS WHERE END
MEMBERS OR REINFORCING STEEL. TEMPORARY ERECTION DIAPHRAGMS
ATTACHED BY MEANS OTHER THAN WELDING TO MAIN STRUCTURAL
PRESTRESSED CONCRETE PANELS. IN EITHER CASE, FORMS SHALL BE
PERMANENT FORMS MAY BE EITHER REMAIN-IN-PLACE STEEL OR PRECAST,
CONSTRUCTED USING EITHER REMOVABLE FORMS OR PERMANENT FORMS.
BRIDGE DECK FORMS: BRIDGE DECK FORMS FOR CONCRETE DECKS SHALL BE
PILE TIPS (STEEL PILES, 10 INCH)
CONCRETE PARAPET WITH STRUCTURAL TUBING
OTHER ITEMS.
JOINT MATERIAL TO BE INCLUDED IN THE UNIT PRICE BID FOR
NOTE: THE COST OF BITUMINOUS-FIBERBOARD AND ALL MISCELLANEOUS
456 9485,284 3,880
75
TEXTURE FINISH (MOUNTAIN GRAY, FED. SPEC. NO. 36440).
PORTIONS OF ENDWALLS ARE TO RECEIVE AN APPLIED
THE WINGWALLS, ABUTMENT BEAMS, BENT, AND EXTERIOR
TEXTURE FINISH SKETCH ALL EXPOSED SURFACES OF
NOTE: IN ADDITION TO THE SURFACES SHOWN IN THE APPLIED
U-82-169
ACCORDANCE WITH ARTICLE 903.24 OF THE SPECIFICATIONS.
PAVEMENT AT BRIDGE ENDS SHALL HAVE SURFACE AGGREGATE IN
SECTION 604 OF THE STANDARD SPECIFICATIONS. CLASS A CONCRETE IN
CLASS "DS" CONCRETE FOR BRIDGE DECKS SHALL BE IN ACCORDANCE WITH
94,406
202-01.0110 REMOVAL OF STRUCTURES (BRIDGE NO. 47-A163-02.25) L.S. 1
10
TOTAL BRIDGE LENGTH = 208’-3�", OUT-TO-OUT = 56’-0", SEE LAYOUT DWG. NO. BR-47-91.
SPANS OF STEEL PLATE GIRDERS WITH A CONCRETE DECK AND SUBSTRUCTURE.
NOTE: EXISTING BRIDGE NO. 47-A163-02.25 TO BE REMOVED CONSISTS OF 2
ALI OMAR
LIST OF EXISTING REFERENCE DRAWINGS
(TO BE PRINTED WITH THE PLANS)
BR-47-91 THRU BR-47-94
M-11-71 THRU M-11-80
CO
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AGRICULTURERegis
teredEngineer
No.10584
ST
AT
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2
SIWEL DIVAD .C
05-19
HOLE
"X""X"
SOIL
HP10s42 PILE
ROCK
CO
RE
DRIL
LIN
G (S
OIL)
CO
RE
DRIL
LIN
G (R
OC
K)
SO
UN
D
RO
CK)
(4’-
0"
MIN. IN
TO
TOP OF FOOTING
BOTTOM OF FOOTING
FO
OTIN
G
IN
TO
2’-0"
HOLE
CENTERED IN
HP10s42 PILE
PILE EMBEDMENT DETAIL SECTION "X"-"X"
AROUND PILE
CLASS "A" CONCRETE
AROUND PILE
CONCRETE
CLASS "A"
ITEM NO. 606-02.03 "STEEL PILES (10-INCH)".
PILES, AND ANY OTHER INCIDENTALS REQUIRED FOR FULL INSTALLATION OF THE PILES SHALL BE INCLUDED IN
THE COST OF ALL MATERIAL AND LABOR FOR DRILLING THE 2’-0" HOLES, BACKFILLING WITH CONCRETE, BRACING OF THE
BASIS FOR PAYMENT:
MAINTAINED AT ALL TIMES.
THEN BE INSERTED, CENTERED, AND BRACED (TOP AND BOTTOM) IN THE HOLE. THIS POSITION OF THE PILE SHALL BE
2. AFTER THE HOLE IS DRILLED, THE HOLE SHALL BE THOROUGHLY CLEANED OF ALL LOOSE MATERIAL. THE PILE SHALL
AMOUNT OF SOIL DRILLING AND ROCK DRILLING WILL VARY DUE TO LOCATION OF ROCK LINE.
1. A 2’-0" DIAMETER HOLE (10’-0" MINIMUM IN LENGTH) SHALL BE DRILLED IN THE PLANS LOCATION FOR THE PILE. THE
THE DETAILS ON THIS SHEET. STEEL PILE TIPS (ITEM NO. 606-02.06) ARE NOT REQUIRED FOR PRE-DRILLED PILES.
ALL PILES AT BENT NO. 1 THAT CAN NOT BE DRIVEN AT LEAST 10’-0" SHALL BE INSTALLED IN ACCORDANCE WITH
90
714-01.01 STRUCTURAL LIGHTING (BRIDGE NO. 1)
11
STRUCTURAL LIGHTING DETAILS AND NOTES.
FOR INSTALLATION OF STRUCTURAL LIGHTING. SEE ROADWAY PLANS FOR
CONDUIT WITH PULL WIRES, 3 JUNCTION BOXES AND ALL NECESSARY MATERIALS
NOTE: LUMP SUM FOR STRUCTURAL LIGHTING INCLUDES 335 FT. 2"w SCHEDULE 40 PVC
11 L.S. 1
(TY
P.)
5’-
0"
4’-0"
FABRIC (TYP.)
OR EROSION CONTROL
2’-0" SOD STRIP
BERM
(TYP.)
(TYP.)
SLOPE PAVEMENT
4" CONCRETE
(CHEROKEE TRAIL)
FINISHED GRADE LINE
a SURVEY AND
90° (TYP.)
STA. 123+99.65–
BEGINNING OF BRIDGE
STA. 126+49.65–
END OF BRIDGE
(SCALE: 1" = 20’-0")
PLAN
STA. 181+56.08 OFFSET 59’-0" RT. (STATE ROUTE 115)
STA. 124+67.65 OFFSET 56’-1" RT. (CHEROKEE TRAIL)
POINT OF MIN. VERTICAL CLEARANCE
SID
EW
AL
KS
HL
D.
SID
EW
AL
K
5’-
6"
5’-
6"
SH
LD.
LA
NE
S
= 36’-
0"
10’-
0"
(3)
12’-
0"
LA
NE
S
= 36’-
0"
(3)
12’-
0"
10’-
0"
STA. 125+26.65– CHEROKEE TRAIL
STA. 181+00.00
N 590545.3721
E 2575930.9493
S 82°55’38" W
N 07°0
4’2
2"
W
18" RCP18" RCP
a BENT NO. 1
STATE ROUTE 115
115/ US 129)
(STATE ROUTE
a SURVEY
ST
A. 124
+10
ST
A. 124
+20
ST
A. 124
+30
ST
A. 124
+40
ST
A. 124
+50
ST
A. 126
+00
ST
A. 126
+10
ST
A. 126
+20
ST
A. 126
+30
ST
A. 126
+40
16"
W
16"
W
LA
NE
S
TU
RN-IN
12’-
0"
6’-
0"
6’-
0"
ST
A. 124
+60
ST
A. 126
+45
ST
A. 124
+05
B-4
B-7
B-5
B-6
B-8
B-1227.7’
17.4’
20.9’
10.9’ 30.7’
13.9’
21.3’
15.5’
55.7’
46.6’
B-9
65.7’
51.1’
B-10
58.7’
40.9’
B-11
60.9’
50.0’
25.1’
16.0’
B-18
B-17
B-13
B-14
B-15
B-16
15.4’
5.4’
THIS DRAWING IS FOR
FOUNDATION DATA ONLY AND IS
NOT TO BE USED AS A LAYOUT.
r
NOTES:
SEE STD. DRAWING STD-1-5 (TYP.)
PAVEMENT AT BRIDGE ENDS
104’-
0" R
OA
DW
AY
B-1
22.0’
2.0’
6.0’
33.0’
40.0’
19.0’
B-2
7.0’
B-3
12.0’
BORING LOCATION WITH DEPTH TO REFUSAL
LEGEND
B-1
70.3’
24.5’
B-1
24.5’
LINE)
(ABOVE LINE), BOTTOM OF HOLE (BELOW
BORING LOCATION. DEPTH TO ROCK
DEPARTMENT OF TRANSPORTATION
STATE OF TENNESSEE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
R-STP/NH-115(29)
10/25/2019
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KN
OX
CO
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FD12
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FD1202.DGN
CONST. NO. 47026-3280-14
2020
REQUIRED:
GROUND AND ROCK LINE.
2) APPROXIMATE EXISTING
FOR BRIDGE FOUNDATIONS.
AND CORING INFORMATION
1) SUFFICIENT GROUND, ROCK,
ENGINEER OF STRUCTURES
CORRECT
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
05/18
05/18
05/18
NINU SHOUKATH
MATT TERRY
MMD/ALP
ALI OMAR 05/19 U-82-170
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
FOUNDATION DATA
BRIDGE NO. 1
BENCHMARKS
E 2575874.7025
N 590476.7698
47-115-38
ELEV = 875.10
OFFSET 64.27’ LT
STA. 180+38.85–
BM # S38 STATE ROUTE 115
E 2576077.2290
N 589808.6970
47-115-37
ELEV = 856.50
OFFSET 54.46’ RT
STA. 173+50.92–
BM # S37 STATE ROUTE 115
AND SD1 = 0.119 (1000 YEAR RETURN PERIOD).
INTERIMS. SEISMIC CATEGORY "A" WITH AS = 0.189, SDS = 0.339
FOR LRFD SEISMIC BRIDGE DESIGN, 2ND EDITION WITH
WITH INTERIMS, AND THE 2011 AASHTO GUIDE SPECIFICATIONS
DESIGN SPECIFICATIONS: AASHTO LRFD 8TH EDITION, 2017
LEGEND
SHEET.
GEOTECHNICAL EST. QTYS.
TERMS ON NOTES AND
DEFINITION OF EARTHWORK
TYPE MATERIAL-SEE
B MATERIAL)
LIMESTONE (TYPE
810
820
830
840
850
860
870
880
890
900
810
820
830
840
850
860
870
880
890
900
Ele
vation (ft)
B-1
124+01
57’ LT
B-2
124+01
0
B-3
124+01
58.5’ RT
B-4
125+18
0
B-5
125+26
55’ LT
B-6
125+26
48’ LT
B-7
125+26
40’ LT
B-8
125+26
24’ LT
B-9
125+26
0
B-10
125+26
24’ RT
B-11
125+26
48’ RT
B-12
125+34.5
0
B-13
126+71.5
64.3’ LT
B-14
126+60.5
56.1’ LT
B-15
126+64
45.2’ LT
B-16
126+65.5
29.2’ LT
B-17
126+61
3.3’ LT
B-18
126+57.5
56.2’ RT
CLAY (TYPE A MATERIAL)
LOW TO HIGH PLASTICITY
CLAY (TYPE A MATERIAL)
LOW PLASTICITY SILTY
B MATERIAL)
BOULDER (TYPE
CLAY FILLED CAVITY
B MATERIAL)
DOLOSTONE (TYPE
NO CORE
DEPARTMENT OF TRANSPORTATION
STATE OF TENNESSEE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
R-STP/NH-115(29)
10/25/2019
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DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
05/18
05/18
05/18
NINU SHOUKATH
MATT TERRY
MMD/ALP
ALI OMAR 05/19 U-82-171
CONST. NO. 47026-3280-14
ENGINEER OF STRUCTURES
CORRECT
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
FOUNDATION DATA
BRIDGE NO. 1
FD1202.DGN
2020
1" C
L.
8�
"
3’-6"
5’-6" 5’-6"
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
47026-3280-14
2020
U-82-172
ENGINEER OF STRUCTURES
CORRECT
10/25/2019
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GENERAL NOTES:
DECK SLAB IS IN PLACE.
NOTE: NO PORTION OF THE PARAPET SHALL BE POURED UNTIL THE ENTIRE
THE SLAB IS POURED IN SAID SPAN.
INTERMEDIATE DIAPHRAGMS MUST BE IN PLACE IN THE SPAN AT THE TIME
GIRDERS. HOWEVER, TEMPORARY ERECTION DIAPHRAGMS AND PERMANENT
DIAPHRAGMS BE POURED AND CURED PRIOR TO PLACING ANY LOADS ON THE
ERECTION DIAPHRAGMS BE INSTALLED AND THE PERMANENT INTERMEDIATE
OF CONSTRUCTION. IT IS STRONGLY RECOMMENDED THAT THE TEMPORARY
TO PREVENT DAMAGE DUE TO TWISTING OR OVERTURNING DURING ALL PHASES
NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SUPPORTING THE BEAMS
vvvv
(STAGGERED) LAYERS
v v
v v v
SLOTTED HEADER
CONTINUOUS HEADERBETWEEN TOP & BOTTOMMAT AND BETWEEN BOTTOMMAT AND BOTTOM FORM.
ALTERNATE "A" ALTERNATE "B"
SLOTS FOR REBAR
2 - �" PLYWOOD
ALTERNATE HEADER DETAILS
vvvv
(STAGGERED) LAYERS
v v
v v v
SLOTTED HEADER
CONTINUOUS HEADERBETWEEN TOP & BOTTOMMAT AND BETWEEN BOTTOMMAT AND BOTTOM FORM.
ALTERNATE "A" ALTERNATE "B"
SLOTS FOR REBAR
2 - �" PLYWOOD
ALTERNATE HEADER DETAILS
vvvv
�" 6" MIN.
(STAGGERED)SAW CUT
1" DEEP
REINFORCING
STEEL LAYERS
v
HEADER REQ’D.
2 - �" PLYWOOD
SEE HEADER DETAIL TO THE RIGHT.
SLAB CONSTRUCTION JOINT DETAIL
vvvv
�" 6" MIN.
(STAGGERED)SAW CUT
1" DEEP
REINFORCING
STEEL LAYERS
v
HEADER REQ’D.
2 - �" PLYWOOD
SEE HEADER DETAIL TO THE RIGHT.
SLAB CONSTRUCTION JOINT DETAIL
LOCATED AT THE CONTRACTOR’S OPTION SUBJECT TO THE FOLLOWING:
1. NO CONSTRUCTION JOINT MAY BE LOCATED CLOSER THAN 10 FEET OR
FURTHER THAN 15 FEET FROM AN INTERIOR SUPPORT.
2. THE SLAB IN THE MIDDLE SECTION OF BOTH ADJACENT SPANS MUST BE
POURED TO WITHIN AT LEAST 15 FEET OF THE SUPPORTS EITHER PRIOR TO OR CONCURRENTLY WITH THE SLAB OVER AN INTERIOR SUPPORT.
3. ALL SLAB CONSTRUCTION JOINTS SHALL BE IN ACCORDANCE WITH THE SLAB
DECK CONCRETE POURING SEQUENCE: SLAB CONSTRUCTION JOINTS MAY BE
LOCATED AT THE CONTRACTOR’S OPTION SUBJECT TO THE FOLLOWING:
1. NO CONSTRUCTION JOINT MAY BE LOCATED CLOSER THAN 10 FEET OR
2. THE SLAB IN THE MIDDLE SECTION OF BOTH ADJACENT SPANS MUST BE
3. ALL SLAB CONSTRUCTION JOINTS SHALL BE IN ACCORDANCE WITH THE SLAB
DECK CONCRETE POURING SEQUENCE: SLAB CONSTRUCTION JOINTS MAY BE
CONSTRUCTION JOINT DETAIL SHOWN ABOVE.
x xx xx xx x
2"
THIS CURVE IS FOR DEAD LOAD SLAB AND ALL DEAD LOADS
L = SPAN NO. 1 L = SPAN NO. 2
DEAD LOAD CORRECTION CURVE
x xx xx xx x
L = SPAN NO. 1 L = SPAN NO. 2
DEAD LOAD CORRECTION CURVE
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
05-18
02-19
MATT TERRY
NINU SHOUKATH
TYPICAL CROSS-SECTION
CONCRETE
(BRIDGE DECK)
C.Y.
EPOXY
COATED
REINFORCING
ESTIMATED QUANTITIES
REINFORC-
ING STEEL
LB.
CLASS "DS"
SP1202.DGN
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
SUPERSTRUCTURE
BRIDGE NO. 1
(LOOKING FORWARD ON SURVEY)
852 322,922 2,599
1�
"
1�
"
1�
"
1�
"
1�
"
R-STP/NH-115(29)
MMD/ALP 02-19
TYPICAL AT MIDSPAN TYPICAL AT SUPPORT
CONCRETE
C.Y.
CLASS "A"
(BRIDGES)
75
POURED AND CURED. ALSO SEE STANDARD DWG. NO. STD-11-1.
STEEL FOR PARAPET. THE PARAPET SHALL NOT BE POURED UNTIL THE SLAB IS
NOTE: WHEN POURING SLAB, PROVISIONS SHALL BE MADE FOR SETTING REINFORCING
ALI OMAR
LB.
STEEL
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
DUE TO VERTICAL CURVE.
SHOULD BE CORRECTED TO COMPENSATE FOR THE EFFECTS
THAT ARE APPLIED AFTER THE SLAB IS IN PLACE AND
THIS CURVE IS FOR DEAD LOAD SLAB AND ALL DEAD LOADS
LOAD CORRECTION VALUES SHOWN BY 25%.
ARE PROFILED AFTER PANELS ARE IN PLACE, REDUCE THE DEAD
NOTE: IF PRESTRESSED DECK PANELS ARE USED AND THE BEAMS
a BEAM BEAM (TYP.)
72" BULB-TEE
PRESTRESSED
PRECAST
(TYP.)
-0.02g -0.02g
OF SLAB (TYP.)
RUN FULL LENGTH
DRIP BEAD TO
1" TRIANGULAR
(TY
P.)
2�
" C
L.
(TY
P.)
SL
AB
4"
5"
1’-0"
9" BARS A501E
BARS A500E d
(TYP.)
(TYP. BETWEEN BEAMS)
12 SPA. @ 8" = 8’-0"
4"5" 4" 5"
1’-0"
A501E
BARS
A500E d
BARS
11 SPA. @ 10’-0" = 110’-0"3’-6"
BARS A505
BARS A504 d
BARS A503E
BARS A502E d
(TYP.)
2’-4" MIN. LAP
1’-0"1’-0"
(TYP.)
@ 1’-0" C.C.
BARS B570E
-0.02g -0.02g
DENOTES:3 SPA. @ 8" = 2’-0"
DENOTES:CUT-OFF BARS
(TYP. BETWEEN BEAMS)
SIDEWALK SIDEWALK
(TYP.)
BEARING PAD
�" ELASTOMERIC
(TYP.)
FIBERBOARD
1" BITUMINOUS
114 SPA. @ 6" = 57’-0" @ HALF SECTION AT SUPPORT57 SPA. @ 1’-0" = 57’-0" @ HALF SECTION AT MIDSPAN3" 3"
1’-6"
STD-11-1.
DWG. NO.
STANDARD
DETAILS SEE
FOR PARAPET
6"
(TYP. @ SUPPORT)
1’-6"
6"
(CHEROKEE TRAIL)
SYMMETRICAL @ a SURVEY
FINISHED GRADE
117’-0" OUT-TO-OUT
FOR BAR DESIGNATION SEE "HALF PLAN OF MAIN REINFORCEMENT" ON DWG. NO. U-82-173
10�" @ a BEAM
7 SPA. @ 1’-0" = 7’-0"
BARS L400
3’-3" MIN. LAP
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
ENGINEER OF STRUCTURES
CORRECT
10/25/2019
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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
05-18
02-19
MATT TERRY
NINU SHOUKATH
SP1202.DGN
47026-3280-14
2020
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
SUPERSTRUCTURE DETAILS
BRIDGE NO. 1
27’-5"
BARS A601E
LEFT EDGE OF SLAB
CL. 56’-1"
BARS A600E
(TYP. NO. 6 BARS)
25’-9"
BARS A1000E
(TYP. NO. 10 BARS)
60’-0"
BARS A1001E
25’-9"
BARS A1000E27’-5"
BARS A601E
52’-1"
BARS A602E2"
5’-11" MIN. LAP
2"
30’-0"
CL.
BRIDGE
END OF
(CHEROKEE TRAIL)
FINISHED GRADE LINE
a SURVEY AND
BRIDGE
BEG. OF
a BENT NO. 1
30’-0"
R-STP/NH-115(29)
MMD/ALP 02-19
HALF PLAN OF MAIN REINFORCEMENT
5"
4"
U-82-173ALI OMAR
FO
R
BA
R
SP
ACIN
G
SE
E "T
YPIC
AL
CR
OS
S-S
EC
TIO
N" O
N
DW
G.
NO.
U-82-172
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
2"
8�
"
6"
2’-9" MIN. LAP
1’-9" 1’-9"
2"
1’-6" ENDWALL
2"
ENGINEER OF STRUCTURES
CORRECT
10/25/2019
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PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
05-18
02-19
MATT TERRY
NINU SHOUKATH
SP1202.DGN
2020
47026-3280-14
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
SUPERSTRUCTURE DETAILS
BRIDGE NO. 1
493 SPACES @ 6" = 246’-6"
250’-0"
20’-8"
BARS A501E
CL.
60’-0"
BARS A500E
60’-0"
BARS A500E60’-0"
BARS A500E
60’-0"
BARS A500E
CL.
RIGHT EDGE OF SLAB
LEFT EDGE OF SLAB
SLAB PLAN
(BARS SHOWN BOTTOM OF SLAB UNLESS OTHERWISE NOTED)
BRIDGE
END OF
(CHEROKEE TRAIL)
FINISHED GRADE LINE
a SURVEY AND
5"
5"
RAIL TO BE INCLUDED IN COST OF ITEM NO. 620-05.
NOTE: COST OF REINFORCEMENT AND CONCRETE IN BRIDGE
ITEM NO. 620-05.
HATCHED AREA SHALL BE INCLUDED IN THE COST OF
NOTE: THE ADDITIONAL REINFORCEMENT AND CONCRETE IN THE
SIDEWALK DETAIL
3"1"
BRIDGE DECK
COLD JOINT
(TYP.)
BARS A502E d BARS A503E TOP AND BOTTOM OF SLAB
5’-6" SIDEWALK 1’-0"
3"
R-STP/NH-115(29)
MMD/ALP 02-19
(TYP.)
(TYP)
MIN.
LA
P3’-
3"
(TY
P.)
5 BARS A401E d 1 BAR A402E
C.C. 1’-6" @
BARS A400E
STD-11-1.
SEE STANDARD DWG. NO.
WITH STRUCTURAL TUBING
CONCRETE PARAPET
FOR DETAILS OF
CL. FOR ITEM 604-03.01 CLASS "A" CONCRETE (BRIDGES).
ALL SIDEWALK CONCRETE SHALL BE INCLUDED IN THE QUANTITY
NOTE: SIDEWALKS TO EXTEND ALONG PAVEMENT AT BRIDGE ENDS.
NOTE: MIN. SPLICE LENGTH FOR NO. 4 BARS IN SIDEWALK = 2’-0".
BRIDGE
BEG. OF
TO BE INCLUDED IN SUPERSTRUCTURE QUANTITIES.
NOTE: ALL CONCRETE AND REINFORCING STEEL FOR SIDEWALK
U-82-174ALI OMAR
4 SPA. @ 1’-3" = 5’-0"
FO
R
BA
R
SP
ACIN
G
SE
E "T
YPIC
AL
CR
OS
S-S
EC
TIO
N" O
N
DW
G.
NO.
U-82-172
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
11 S
PA.
@ 10’-
0" = 110’-
0"
1’-6" ENDWALL
250’-0"
127’-0" 123’-0"
117’-
0" O
UT-
TO-
OU
T
A
OUTSIDE EDGE OF
BOTTOM FLANGE =
OUTSIDE EDGE OF
SUPPORT DIAPHRAGM
DETAIL "B"-"B"
ENGINEER OF STRUCTURES
CORRECT
1’-6"
(TYP.)
(TYP.)
STRANDS
PRESTRESSING
BARS L401STRANDS
PRESTRESSING
SECTION "S"-"S"
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
SUPERSTRUCTURE DETAILS
BRIDGE NO. 1
1" BITUM.
FIBERBOARD
1" w ANCHOR
BOLT
BENT CAP
BEAM
~
3"
3"
BARS L400
H
H
H
H
H
H
H
H
H
H
H
H
PAD (TYP.)
SECTION "A"-"A"
2" CL.
(TYP.)
BEARING
ELASTOMERIC
~
H H
1’-6"
EXTERIOR BEAM
a OF
OF DIAPHRAGM
PARTIAL PLAN
"S"
BARS A505
BARS A504 d
"S"
BT
WN.
BE
AM
S)
= 7’-
0" (T
YP.
7
SP
A.
@ 1’-
0"
10’-
0"
(TY
P.
BT
WN.
BE
AM
S)
a OF BENTINTERIOR BEAM
a OF
BA
RS
L400
SP1202.DGN
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
10/25/2019
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DATE
DATE
DATE
DATE
MATT TERRY 05-18
02-19NINU SHOUKATH
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
R-STP/NH-115(29) 2020
47026-3280-14
a BEARING @ ABUT. NO. 1
STA. 126+49.65
END OF BRIDGE
(TYP.)
CHEROKEE TRAIL
FINISHED GRADE LINE
a SURVEY AND
3’-
6"
3’-
6"
FRAMING PLAN
"A""A"
THIS SHEET
SEE "PARTIAL PLAN OF DIAPHRAGM" RIGHT EDGE OF SLAB
LEFT EDGE OF SLAB
DIAPHRAGM (TYP.)
1’-0" INTERMEDIATE
STA. 125+26.65
a BENT NO. 1
(TYP.)
90°00’00"
(TYP.)
a BEAM
a BEARING (TYP.)
2’-1�"
STA. 123+99.65
BEG. OF BRIDGE
(TYP. @ BENT)
1’-6" DIAPHRAGM
a BEARING @ ABUT. NO. 2
1’-6"
BA
RS
A504 d
BA
RS
A505
6
SP
A.
@ 11" = 5’-
6"
MMD/ALP 02-19
1’-
6"
(TY
P.)
"B"
"B"
MIN. LAP
2’-2"
BARS L401
BARS L401
72" BULB-TEE
BENT SHALL BE IN ACCORDANCE WITH STANDARD DWG. NO. STD-6-1.
SPECIAL NOTE FOR ANCHOR BOLTS AT BENT: ANCHOR BOLT ASSEMBLIES AT
FOR DETAILS (TYP.)
STANDARD DWG. NO. STD-14-1
@ 1/3 BEAM LENGTHS. SEE
a INTERMEDIATE DIAPHRAGMS
BRACKET (TYP.)
1’-0" ROADWAY
U-82-175ALI OMAR
3’-0" ABUTMENT
BEAM (TYP.)
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
d L401
BARS L401
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
NOTES:
CLASS "A"
CONCRETE
REINFORCING
STEEL
PRESTRESSING
(LOW RELAXATION)
STRANDS
B
B
a BEAM
B3’-9"
"B" B
"B" B
B
B
B
B
B
3"
6" = 2’-6"
5 SPA. @
3" = 1’-0"
4 SPA. @
(TYP.)
4�"B
BARS H601
PROJECTING
DOUBLE NON-
B
B
B
B
B
B
BEL
EV
ATIO
N "A"-"A"
B
B
B
B
"C"
THE CONCRETE FOR THIS CONSTRUCTION SHALL
BE OF SUCH PROPERTIES AS TO ATTAIN A
COMPRESSIVE STRENGTH OF NOT LESS THAN
STRESS TRANSFER SHALL NOT BE MADE TO
THE BRIDGE MEMBER UNTIL THE TEST
SPECIMENS INDICATE THAT THE CONCRETE
HAS REACHED A COMPRESSIVE STRENGTH OF
CONCRETE FINISHING NOTE.
PREST. STRANDSH H
A A
H
H
H H
H
H
(SHOWING STIRRUP REINFORCEMENT)
(TYP.)
3" 3"
BARS H600
PROJECTING
DOUBLE
2"B
B 2" 2" B
B
B
PR
OJ.
5"
B
B
1" C
L.
B
B
B
B
BARS HA300B
B
SEE DETAIL "X"
B
NON-PROJECTING BARS
SHOWINGPROJECTING BARS
SHOWING
BARS A400
SECTION "C"-"C"
B
B
B
3"BB
3"
CL.
1"
3"BB
3"
B B
B
(TYP.)
BARS H600 OR H601
B2�" CL.
(TYP.)
2�" CL.
(TYP.)B
B2" 2"
2"
8�" PROJ. (EVERY OTHER
STRAND BOTTOM ROW)
PROJ. (TYP.)
47026-3280-14
2020
B
BT1202.DGN
ALTERNATE SINGLE PROJECTING BARS H600
ALL BEAMS ARE BT-72.
AT LEAST 8,000 PSI. SEE GENERAL NOTES FOR
A
A
1’-
0"
A
A
4"
A
A6’-3"
A
A5’-8"
A
A
1’-
0"
A
AA
ALENGTH
A
A
A
A
A
4�
"4�
"
5"
2’-0"
BARS HA300
11"
C.Y. LB. LB.
B
BARS A700
K
24.6 3,953 3,913
(SHOWING PRESTRESSING STRANDS)
"C"
BARS H600
B
B
B
B
B
DETAIL "X"SECTION "B"-"B"ELEVATION "A"-"A"
ELEVATION
ELEVATION
3"
B
B5’-
7"
I
GROUP
STRAND
II
GROUP
STRAND
I
GROUP
STRAND
II
GROUP
STRAND
A400
H600
H601
4
6
6
SIZEBAR NO. REQ’D LENGTH
3’-2"
A500
7’-1"
5
7’-7"
A700
5’-6"
BILL OF STEEL
7 18
w 270 LOW-LAX PRESTRESSING STRANDS
(TYP.)
610"
126
BARS H600
ALTERNATING
OR DOUBLE
B B5"
B
B
2"= 1’-10"
11 SPA. @
B
2"B
B 2"
2"= 1’-10"
11 SPA. @
B
B
B
B
B
B
B
B B
8
4’-7" 3HA300
38
B
NOTE: DOWNWARD DEFLECTION UNDER TOTAL DL IS NOT ALLOWED.
-PER BEAM-
PRESTRESSED BEAM DESIGN DATA
BARS H601
DOUBLE
B2" = 8"
4
SP
A.
@
BARS H601
B
124’-9"
(TYP.)
12
136
49’-11"
= 3’-0"
5 EQ. SPA.
= 3’-0"
5 EQ. SPA.
B
BARS H600
PER SPAN
REQ’D
NO.
d BARS A700
d BARS A700
B
B
MATT TERRY
03-19
03-19
62’-4�" 62’-4�"
6"
B
B
B
2"
B
124’-9"
SINGLE PROJECTING BARS
SINGLE NON-PROJECTING BARS
44’-1"
B
B 49’-11"24’-11"
BARS A400 - 125 EQ. SPA. = 124’-3"
R-STP/NH-115(29)
CORRECTENGINEER OF STRUCTURES
38
d BARS A700
BARS A700 d BARS A700
LAP (TYP.)
3’-9" MIN.
1’-0"
= 9’-0" (TYP.)
18 SPA. @ 6"
BARS HA300
6"
1’-0" = 6’-0"
6 SPA. @
1’-0" = 6’-0"
6 SPA. @B
10�"
B 3"
6" = 2’-6"
5 SPA. @
3" = 1’-0"
4 SPA. @3"
6"
1’-0"
6"
1’-0" = 6’-0"
6 SPA. @
1’-0" = 6’-0"
6 SPA. @
10�"
RODNEY CHANDLER
0.952 LANES FOR SHEAR
LIVE LOAD DISTRIBUTION FACTORS: 0.900 LANES FOR MOMENT
DW = 341 LB/FT
COMPOSITE DEAD LOAD: DC = 160 LB/FT
BARS A700
BARS A500
BARS A400
2" = 10"
5
SP
A.
@
41’-7" (TYP.)
101 SPA. @ 1’-0" = 101’-0"
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
SPAN NO. 1
PRESTRESSED BULB-TEE BEAM
BRIDGE NO. 1
1:30:0
1 P
M
10/25/2019
P:\
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OK
EE
TR
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BT12
02.d
gn
MMD/ALP
05-18
SEE STANDARD DWG. NO. STD-14-1 FOR BULB-TEE
STANDARD DETAILS AND NOTES.
10,000 PSI AT THE AGE OF 28 DAYS AND
PER BEAM
PER BEAM
ESTIMATED QUANTITIES
2" = 4"
2
SP
A.
@
(TYP.)
PULLED TO 5 KIPS EACH
PRESTRESSING STRANDS
(TYP.)
DIAPHRAGM (TYP.) SEE
a INTERMEDIATE
FOR DETAILS.
STANDARD DWG. NO. STD-14-1
FOR DETAILS.
STANDARD DWG. NO. STD-14-1
CROSS BRACING (TYP.) SEE
a INSERTS FOR TEMPORARY
1" MIN., 8" MAX.
DWG. NO. STD-14-1)
(SEE STANDARD
COMPOSITE DESIGN SLAB STRENGTH: f’c = 3,000 PSI
U-82-176ALI OMAR
A
A 2’-
4"
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
NOTES:
CLASS "A"
CONCRETE
REINFORCING
STEEL
PRESTRESSING
(LOW RELAXATION)
STRANDS
B
B
a BEAM
B3’-9"
"B" B
"B" B
B
B
B
B
B
3"
6" = 2’-6"
5 SPA. @
3" = 1’-0"
4 SPA. @
(TYP.)
4�"B
BARS H601
PROJECTING
DOUBLE NON-
B
B
B
B
B
B
BEL
EV
ATIO
N "A"-"A"
B
B
B
B
"C"
THE CONCRETE FOR THIS CONSTRUCTION SHALL
BE OF SUCH PROPERTIES AS TO ATTAIN A
COMPRESSIVE STRENGTH OF NOT LESS THAN
STRESS TRANSFER SHALL NOT BE MADE TO
THE BRIDGE MEMBER UNTIL THE TEST
SPECIMENS INDICATE THAT THE CONCRETE
HAS REACHED A COMPRESSIVE STRENGTH OF
CONCRETE FINISHING NOTE.
PREST. STRANDSH H
A A
H
H
H H
H
H
(SHOWING STIRRUP REINFORCEMENT)
(TYP.)
3" 3"
BARS H600
PROJECTING
DOUBLE
2"B
B 2" 2" B
B
B
PR
OJ.
5"
B
B
1" C
L.
B
B
B
B
BARS HA300B
B
SEE DETAIL "X"
B
NON-PROJECTING BARS
SHOWINGPROJECTING BARS
SHOWING
BARS A400
SECTION "C"-"C"
B
B
B
3"BB
3"
CL.
1"
3"BB
3"
B B
B
(TYP.)
BARS H600 OR H601
B2�" CL.
(TYP.)
2�" CL.
(TYP.)B
B2" 2"
2"
8�" PROJ. (EVERY OTHER
STRAND BOTTOM ROW)
PROJ. (TYP.)
47026-3280-14
2020
B
BT1202.DGN
ALTERNATE SINGLE PROJECTING BARS H600
ALL BEAMS ARE BT-72.
A
A
1’-
0"
A
A
4"
A
A6’-3"
A
A5’-8"
A
A
1’-
0"
A
AA
ALENGTH
A
A
A
A
A
4�
"4�
"
5"
2’-0"
BARS HA300
11"
C.Y. LB. LB.
B
BARS A700
K
3,850 3,651
(SHOWING PRESTRESSING STRANDS)
"C"
BARS H600
B
B
B
B
B
DETAIL "X"SECTION "B"-"B"ELEVATION "A"-"A"
ELEVATION
ELEVATION
3"
B
B5’-
7"
I
GROUP
STRAND
II
GROUP
STRAND
A400
H600
H601
4
6
6
SIZEBAR NO. REQ’D LENGTH
3’-2"
A500
7’-1"
5
7’-7"
A700
5’-6"
BILL OF STEEL
7 18
w 270 LOW-LAX PRESTRESSING STRANDS
(TYP.)
610"
122
BARS H600
ALTERNATING
OR DOUBLE
B B5"
B
B
2"= 1’-10"
11 SPA. @
B
2"B
B 2"
2"= 1’-10"
11 SPA. @
B
B
B
B
B
B
B
B B
8
4’-7" 3HA300
38
B
NOTE: DOWNWARD DEFLECTION UNDER TOTAL DL IS NOT ALLOWED.
-PER BEAM-
PRESTRESSED BEAM DESIGN DATA
BARS H601
DOUBLE
B2" = 8"
4
SP
A.
@
BARS H601
B
120’-9"
(TYP.)
12
132
= 3’-0"
5 EQ. SPA.
= 3’-0"
5 EQ. SPA.
B
BARS H600
PER SPAN
REQ’D
NO.
d BARS A700
d BARS A700
B
B
60’-4�" 60’-4�"
6" 97 SPA. @ 1’-0" = 97’-0"
B
B
B
2"
B
120’-9"
SINGLE PROJECTING BARS
SINGLE NON-PROJECTING BARS
42’-9"
B
B
BARS A400 - 121 EQ. SPA. = 120’-3"
R-STP/NH-115(29)
CORRECTENGINEER OF STRUCTURES
38
d BARS A700
BARS A700 d BARS A700
LAP (TYP.)
3’-9" MIN.
1’-0"
= 9’-0" (TYP.)
18 SPA. @ 6"
BARS HA300
6"
1’-0" = 6’-0"
6 SPA. @
1’-0" = 6’-0"
6 SPA. @B
10�"
B 3"
6" = 2’-6"
5 SPA. @
3" = 1’-0"
4 SPA. @3"
6"
1’-0"
6"
1’-0" = 6’-0"
6 SPA. @
1’-0" = 6’-0"
6 SPA. @
10�"
48’-4"48’-4" 24’-1"
23.8
0.952 LANES FOR SHEAR
LIVE LOAD DISTRIBUTION FACTORS: 0.900 LANES FOR MOMENT
DW = 341 LB/FT
COMPOSITE DEAD LOAD: DC = 160 LB/FT
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
MATT TERRY
03-19
03-19
RODNEY CHANDLER
BARS A700
BARS A500
BARS A400
2" = 8"
4
SP
A.
@
I
GROUP
STRAND
II
GROUP
STRAND
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
SPAN NO. 2
PRESTRESSED BULB-TEE BEAM
BRIDGE NO. 1
40’-3" (TYP.)
1:30:4
0
PM
10/25/2019
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User
Gro
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BT12
02.d
gn
MMD/ALP
05-18
2" = 4"
2
SP
A.
@
PER BEAM
ESTIMATED QUANTITIES
NOTES:
THE CONCRETE FOR THIS CONSTRUCTION SHALL
BE OF SUCH PROPERTIES AS TO ATTAIN A
COMPRESSIVE STRENGTH OF NOT LESS THAN
STRESS TRANSFER SHALL NOT BE MADE TO
THE BRIDGE MEMBER UNTIL THE TEST
SPECIMENS INDICATE THAT THE CONCRETE
HAS REACHED A COMPRESSIVE STRENGTH OF
CONCRETE FINISHING NOTE.
ALL BEAMS ARE BT-72.
AT LEAST 8,000 PSI. SEE GENERAL NOTES FOR
SEE STANDARD DWG. NO. STD-14-1 FOR BULB-TEE
STANDARD DETAILS AND NOTES.
10,000 PSI AT THE AGE OF 28 DAYS AND
(TYP.)
PULLED TO 5 KIPS EACH
PRESTRESSING STRANDS
FOR DETAILS.
STANDARD DWG. NO. STD-14-1
DIAPHRAGM (TYP.) SEE
a INTERMEDIATE
FOR DETAILS.
STANDARD DWG. STD-14-1
CROSS BRACING (TYP.) SEE
a INSERTS FOR TEMPORARY
(TYP.)
1" MIN., 8" MAX.
DWG. NO. STD-14-1)
(SEE STANDARD
PER BEAM
COMPOSITE DESIGN SLAB STRENGTH: f’c = 3,000 PSI
U-82-177ALI OMAR
A
A
2’-
4"
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
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.
2
SIWEL DIVAD .C
05-19
2�"
1’-1"
8�"
117’-0"
3’-
0"
1’-6" 9"9"
3’-0"
4’-3" 10’-0"
118’-6"
10’-0" 10’-0" 10’-0" 10’-0" 5’-0" 5’-0" 10’-0"
(TYP.)
1’-4"
(TYP.)
1’-4"
(TYP.)
2’-8"
�"
1"
9"
3’-8�"
118’-6"
L540
BARS
(TYP.)
9�"
(TYP.)
9�"
3’-10"
MIN. LAP
(TYP.)
90°00’00"
2’-
1�
"
BE
AM
3’-
0" A
BU
TM
EN
T
1’-
6" E
ND
WA
LL
BR
AC
KE
T
1’-
0" R
OA
DW
AY
113 SPA. @ 1’-0" = 113’-0"
BARS A643E (N.S. AND F.S.) d BARS H640 OR BARS R640E
MIN. LAP 2’-9"
3’-3" NO. 6 BARS
MIN. LAP
31 EQ. SPA. = 111’-1"
HP 10s42 STEEL PILES
BARS L540
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
03-19
RODNEY CHANDLER 02-19
05-18
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
47026-3280-14
2020
ELEVATION
PLAN
ADIRECTION OF SURVEY
1:26:2
8 P
M
10/25/2019
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EE
TR
AIL\
AB12
02.d
gn
R-STP/NH-115(29)
AB1202.DGN
ENGINEER OF STRUCTURES
CORRECT
MA
TC
HLIN
E "A"-"A"
MA
TC
HLIN
E "B"-"B"
o
o
MATT TERRY
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
ABUTMENT NO. 1
BRIDGE NO. 1
NOTE: COST OF BRIDGE RAIL AND POST IS TO BE INCLUDED IN THE UNIT PRICE BID FOR THE BRIDGE RAIL SYSTEM.
FOR WINGBEAM PILES.
NOTE: WINGBEAM PILES SHALL BE DRIVEN TO THE PLANS TIP ELEVATION OR REFUSAL. SEISMIC ATTACHMENT IS NOT REQUIRED
BONDING CEMENT IN SUCH A WAY THAT VISIBLE CONCRETE SURFACES WILL NOT BE STAINED.
NOTE: ELASTOMERIC PADS SHALL BE IN PLACE A MINIMUM OF ONE DAY BEFORE BEING DISTURBED BY SETTING BEAMS. PLACE RUBBER
NOTE: RISER BLOCKS SHALL BE POURED MONOLITHICALLY WITH THE ABUTMENT BEAM.
ABUTMENT GENERAL NOTES
ABUTMENT BACKWALL. AT LEAST THE TOP 12 INCHES OF THE BACKWALL SHALL BE POURED CONCURRENTLY WITH THE END OF SLAB.
NOTE: NOT LESS THAN HALF OF THE SLAB SHALL BE POURED PRIOR TO, OR CONCURRENTLY WITH, PLACEMENT OF ANY PART OF THE
(BRIDGES)LB.
EPOXY COATED
ESTIMATED QUANTITIES
LB.
(BRIDGES)
STEEL BARCONCRETECLASS "A"
REINFORCEMENT(BRIDGES)
REINFORCING STEEL
C.Y.
SLOPE DETAIL
RISER BLOCK
oo o o
�"
4,67712,665116
(LOOKING BACK ON SURVEY)MMD/ALP
P.C.O. DENOTES: PILE CUT-OFF
CONFORM TO BOTTOM OF BEAM GRADE.
RISER BLOCK BEARING PAD SURFACES TO
FOR DETAILS OF WINGPOST AND BRIDGE RAIL SEE STANDARD DWG. NO. STD-11-1.
NOTE: WHEN POURING WINGWALLS, PROVISIONS SHALL BE MADE FOR SETTING REINFORCING STEEL FOR WINGPOSTS AND BRIDGE RAILS.
U-82-178ALI OMAR
FOR ELEVATION "A"-"A" SEE DWG. NO. U-82-181.
NOTE: FOR SECTION "D"-"D" SEE DWG. NO. U-82-180. FOR SECTION "C"-"C" SEE DWG. NO. U-82-179.
DETAIL" ON DWG. NO. U-82-179.
SEE "RISER BLOCK REINFORCING
DENOTES: RISER BLOCK TO BE REINFORCED.
SE
E
DW
G.
NO.
U-8
2-179
SE
E
DW
G.
NO.
U-8
2-17
9
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
BARS B641
ELEV. 899.19"D"
EL
EV
ATIO
N "A" - "A"
ELEV. 905.06
(TYP.)
1" CHAMFER
STA. 123+99.65
BEG. OF BRIDGE
a BEARING
BEARING PAD (TYP.)
ELASTOMERIC
�" s 9" s 2’-2"
ELEV. 905.99
(TYP.)
a BEAM
SURFACE (TYP.)
BONDED TO CONCRETE
FIBERBOARD SECURELY
�" s 3" BITUMINOUS
OF WINGWALL (TYP.)
RUN FULL HEIGHT
�" V-GROOVE TO
BAR B640E
BARS A640E d BARS A640E BARS A642 d BARS A642
ELEV. 899.39 ELEV. 899.59
ELEV. 899.79
ELEV. 899.99
1’-0" = 2’-0"
2 SPA. @
(TYP.)
1’-0" = 2’-0"
2 SPA. @897.02 (TYP.)
P.C.O. ELEV.
(LEVEL)
ELEV. 899.02ELEV. 900.19
21’-
9"
20’-
3"
"C"
"C"
ELEV. 907.09
ELEV. 905.99
BARS A742
BARS A741 d
BARS A740 d
BARS A542
BARS A541 d
BARS A540 d
NO. 7 BARS
NO. 5 BARS
ELEV. 900.19
(CHEROKEE TRAIL)
FINISHED GRADE LINE
a SURVEY AND
2’-4" MIN. PROJ.
1’-6" EMB.
BARS A646 (3’-10")
BARS A643E d
117’-0"
118’-6"
10’-0" 10’-0" 10’-0" 10’-0" 10’-0" 4’-3"
3’-8�"
118’-6"
3’-
0"
L540
BARS
(TYP.)
9�"
(TYP.)
9�"
9"
MIN. LAP 2’-9"
1’-6"9" 9"
3’-0"
113 SPA. @ 1’-0" = 113’-0"
BARS A643E (N.S. AND F.S.) d BARS H640 OR BARS R640E
31 EQ. SPA. = 111’-1"
HP 10s42 STEEL PILES
BE
AM
3’-
0" A
BU
TM
EN
T
1’-
6" E
ND
WA
LL
BR
AC
KE
T
1’-
0" R
OA
DW
AY
2’-
1�
"
(TYP.)
1’-4"
(TYP.)
1’-4"
(TYP.)
2’-8"
1’-1"
8�"2�"
BARS L540
3’-0"
3" 3"
3’-
0"
3"
3"
4�
"
3"
4"
3"
3’-
1"
1’-6" 1’-6"
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
03-19
RODNEY CHANDLER 02-19
05-18
ELEVATION
PLAN
ENGINEER OF STRUCTURES
CORRECT
10’-0"
MA
TC
HLIN
E "A"-"A"
MA
TC
HLIN
E "B"-"B"
A2’-8"
BARS H441
1’-0" MIN. EMB.
BARS H440
o
R-STP/NH-115(29)
47026-3280-14
2020
1:26:5
2 P
M
10/25/2019
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AB12
02.d
gn
MATT TERRY
o DETAIL" ON THIS SHEET.
SEE "RISER BLOCK REINFORCING
DENOTES: RISER BLOCK TO BE REINFORCED.
DATE
AB1202.DGN
oo
SECTION "C"-"C"
PLAN ELEVATION
RISER BLOCK REINFORCING DETAIL
118’-6"
117’-0"
113 SPA. @ 1’-0" = 113’-0"
31 EQ. SPA. = 111’-1"
118’-6"
A
A
AA
3"
3"
2’-8"
3" 3"
1’-
5"
(LOOKING BACK ON SURVEY)
BARS A643E (N.S. AND F.S.) d BARS H640 OR BARS R640E
P.C.O. DENOTES: PILE CUT-OFF
N.S. DENOTES: NEAR SIDE
F.S. DENOTES: FAR SIDE
HP 10s42 STEEL PILES
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
ABUTMENT NO. 1 DETAILS
BRIDGE NO. 1
MMD/ALP
= 2’-2"
3 EQ. SPA.
H440
BARS
11"
BARS H441
ALI OMAR
FOR ELEVATION "B"-"B" SEE DWG. NO. U-82-181.
NOTE: FOR SECTION "D"-"D" SEE DWG. NO. U-82-180.
U-82-179
SE
E
DW
G.
NO.
U-82-178
SE
E
DW
G.
NO.
U-82-17
8
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
"D"
3’-10"
MIN. LAP
(LEVEL)
ELEV. 899.02
BARS A640E d BARS A640EBARS A642 d BARS A642BARS B641
BAR B640E
"C"
"C"
(TYP.)
1’-0" = 2’-0"
2 SPA. @ 1’-0" = 2’-0"
2 SPA. @
ELEV. 905.06
21’-
9"
20’-
3"
ELEV. 905.99
EL
EV
ATIO
N "B" - "B"
(TYP.)
a BEAM
(TYP.)
1" CHAMFER
BEARING PAD (TYP.)
ELASTOMERIC
�" s 9" s 2’-2" a BEARING
ELEV. 899.99
ELEV. 899.79
ELEV. 899.59 ELEV. 899.39
ELEV. 899.19
ELEV. 905.99
NO. 5 BARS
NO. 7 BARS
BARS A742
BARS A741 d
BARS A740 d
BARS A542
BARS A541 d
BARS A540 d897.02 (TYP.)
P.C.O. ELEV.
2’-4" MIN. PROJ.
1’-6" EMB.
BARS A646 (3’-10")
BARS A643E d
v
v
v
v
EM
B.
1’-
6"
1’-
0"
9"
1’-
3"
1’-
3"
�" CHAMFER
1’-
0"
1’-0"1’-6"
v
v
5 SPA. @
6" = 2’-6"
1’-
0"
CONST. JOINT
OPTIONAL
BULB-TEE
72"
v
v
v v v v
BARS A441
BARS A440 d
v
v vJOINT
CONST.
BARS L540
BARS H540
F.S.
N.S.
BARS R640E
F640E
BARS
d BARS H640
BARS A643E
BARS A640E d BARS A640E
7
EQ.
SP
A.
=
VA
RIE
S
v
BA
RS
A642 (N.S.
AN
D
F.S.)
B
AR
S
A642 d
BARS A742
BARS A741 d
BARS A740 d
BARS A542
BARS A541 d
BARS A540 d
BRIDGE ENDS
PAVEMENT @
LA
P
2’-
0"
MIN.
PR
OJ.
8�
"
20’-
3"
3"
1’-6"
2�"
1’-1"
2’-0"
8�"
117’-0"
18
SP
A.
@ 1’-
0" = 18’-
0"
BA
RS
A442 (N.S.) O
R
BA
RS
A644 (F.S.) d
B
AR
S
H641
2�" 2�"
113 SPA. @ 1’-0" = 113’-0"
BARS A643E (N.S. AND F.S.) d BARS H640
113 SPA. @ 1’-0" = 113’-0"
BARS H540 OR BARS F640E OR BARS R640E
117’-0"
1’-1"8�"
2�"
2’-0"
1’-6"
2�"2�"
8�
"
20’-
3"
3"
18
SP
A.
@ 1’-
0" = 18’-
0"
BA
RS
A442 (N.S.) O
R
BA
RS
A644 (F.S.) d
B
AR
S
H641
113 SPA. @ 1’-0" = 113’-0"
BARS A643E (N.S. AND F.S.) d BARS H640
NO. 4 BARS
2’-2" MIN. LAP
NO. 6 BARS
3’-3" MIN. LAP
113 SPA. @ 1’-0" = 113’-0"
BARS H540 OR BARS F640E OR BARS R640E
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
03-19
RODNEY CHANDLER 02-19
05-18
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
47026-3280-14
2020
1:27:2
0
PM
10/25/2019
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AB12
02.d
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R-STP/NH-115(29)
AB1202.DGN
ENGINEER OF STRUCTURES
CORRECT
MA
TC
HLIN
E "C"-"C"
MATT TERRY
MA
TC
HLIN
E "C"-"C"
SECTION "D"-"D"
SE
E
THIS
SH
EE
T
SE
E
THIS
SH
EE
T
117’-0"
113 SPA. @ 1’-0" = 113’-0"
113 SPA. @ 1’-0" = 113’-0"
BARS A643E (N.S. AND F.S.) d BARS H640
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
ABUTMENT NO. 1 DETAILS
BRIDGE NO. 1
N.S. DENOTES: NEAR SIDE
F.S. DENOTES: FAR SIDE
MMD/ALP
BARS H540 OR BARS F640E OR BARS R640E
ALI OMAR U-82-180
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
N.S.
F.S.
BARS B641 (TYP.)
BAR B640E ORBARS A440 d BARS A441
A443
BARS
BARS A645
BARS A642 d BARS A642
BARS A640E d BARS A640E OR
F.S.
N.S.
2’-4" MIN. PROJ.
1’-6" EMB.
BARS A646 (3’-10")
BARS A643E d
v v
v v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
A443
BARS
N.S.
F.S.
BARS A645
BARS B641 (TYP.)
BAR B640E OR
N.S.
F.S.BARS A440 d BARS A441BARS A642 d BARS A642
BARS A640E d BARS A640E OR
2’-4" MIN. PROJ.
1’-6" EMB.
BARS A646 (3’-10")
BARS A643E d
1’-0"
20’-3"
8" = 3’-4"
5 SPA. @1’-0"3"
7" = 1’-2"
2 SPA. @
13 SPA. @ 1’-0" = 13’-0"
BARS B570E
(TY
P.)
3"
(TY
P.)
3"
3" 5 SPA. @BARS L540
6’-0" 6’-0"
9" 6 SPA. @
BARS L540
9"
(TY
P.)
3’-
0"
21’-9"
=
VA
RIE
S
7
EQ.
SP
A.
1’-0"
20’-3"
8" = 3’-4"
5 SPA. @ 1’-0" 3"
7" = 1’-2"
2 SPA. @
13 SPA. @ 1’-0" = 13’-0"
BARS B570E
(TY
P.)
3"
(TY
P.)
3"
3"5 SPA. @BARS L540
6’-0"6’-0"
9" 9"6 SPA. @
BARS L540
9"9"
(TY
P.)
3’-
0"
21’-9"
=
VA
RIE
S
7
EQ.
SP
A.
18 SPA. @ 1’-0" = 18’-0"
BARS A442 (N.S.) OR BARS A644 (F.S.) d BARS H641
18 SPA. @ 1’-0" = 18’-0"
BARS A442 (N.S.) OR BARS A644 (F.S.) d BARS H641
(N.S. AND F.S.)
BARS A570E
(N.S. AND F.S.)
BARS A570E
5 EQ. SPA.BARS L540
5 EQ. SPA.BARS L540
9" 9"
(EM
B.)
1’-
6"
(PR
OJ.)
2’-
10"
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
03-19
RODNEY CHANDLER 02-19
05-18
ENGINEER OF STRUCTURES
CORRECT
R-STP/NH-115(29)
47026-3280-14
2020
1:27:4
0
PM
10/25/2019
P:\
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AB12
02.d
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MATT TERRY
AB1202.DGN
ELEVATION "A"-"A" ELEVATION "B"-"B"
SECTION "E"-"E"
P.C.O. DENOTES: PILE CUT-OFF
N.S. DENOTES: NEAR SIDE
F.S. DENOTES: FAR SIDE
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
ABUTMENT NO. 1 DETAILS
BRIDGE NO. 1
MMD/ALP
ALI OMAR U-82-181
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
1’-0" = 5’-0" 1’-0" = 6’-0"
"E"
"E"
905.99
ELEV.
BARS A743
BARS A543
(LEVEL)
899.02
ELEV.
905.06
ELEV.
897.02
P.C.O. ELEV.
1’-0" = 5’-0"1’-0" = 6’-0"
"E"
"E"
905.99
ELEV.
(LEVEL)
899.02
ELEV.
905.06
ELEV.
BARS A743
BARS A543
BARS A645 (F.S.)
BARS A443 (N.S.) OR
BARS A645 (F.S.)
BARS A443 (N.S.) OR
= 4’-6"= 4’-6"
897.02
P.C.O. ELEV.
1’-6" 1’-6"
3"3"
3’-0"
5 SPA. @
6" = 2’-6"
H H
HH
H H
A
A
A
A
A
A
A
A
A
A
A
(EM
B.)
3’-
0"
3"
1’-
3"
1’-
3"
3"
BARS H641
A
H H H H
H H
1’-6"A
A
B570E
BARS
3"
A
A
A
H H
BARS
A
BARSA
H H
1’-
0"
H H
H H
H H
H H
H H
H H
7
EQ.
SP
A.
BARS L540
A442
A644
BARS A743
BARS A543
A
F.S.
AN.S.
BA
RS
A443 (N.S.)
OR
A645 (F.S.)
LA
P
2’-
0"
MIN.
2�"
1’-1"
8�"
117’-0"
3’-
0"
1’-6" 9"9"
3’-0"
4’-3" 10’-0"
118’-6"
10’-0" 10’-0" 10’-0" 10’-0" 5’-0" 5’-0" 10’-0"
(TYP.)
1’-4"
(TYP.)
1’-4"
(TYP.)
2’-8"
9"
3’-8�"
118’-6"
L540
BARS
(TYP.)
9�"
(TYP.)
9�"
(TYP.)
90°00’00"
113 SPA. @ 1’-0" = 113’-0"
BARS A643E (N.S. AND F.S.) d BARS H640 OR BARS R640E
2’-
1�
"
BE
AM
3’-
0" A
BU
TM
EN
T
1’-
6" E
ND
WA
LL
BR
AC
KE
T
1’-
0" R
OA
DW
AY
�"
1"
3’-3" NO. 6 BARS
MIN. LAP
3’-10"
MIN. LAP
MIN. LAP 2’-9"
31 EQ. SPA. = 111’-1"
HP 10s42 STEEL PILES
BARS L540
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
03-19
RODNEY CHANDLER 02-19
05-18MATT TERRY ELEVATION
ENGINEER OF STRUCTURES
CORRECT
EPOXY COATEDREINFORCING STEEL
LB.
(BRIDGES)
STEEL BARCONCRETECLASS "A"
REINFORCEMENT(BRIDGES)
C.Y.
ESTIMATED QUANTITIES
(BRIDGES)LB.
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
ABUTMENT NO. 2
BRIDGE NO. 1
1:24:4
2 P
M
10/25/2019
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AB12
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PLAN
NOTE: COST OF BRIDGE RAIL AND POST IS TO BE INCLUDED IN THE UNIT PRICE BID FOR THE BRIDGE RAIL SYSTEM.
FOR WINGBEAM PILES.
NOTE: WINGBEAM PILES SHALL BE DRIVEN TO THE PLANS TIP ELEVATION OR REFUSAL. SEISMIC ATTACHMENT IS NOT REQUIRED
BONDING CEMENT IN SUCH A WAY THAT VISIBLE CONCRETE SURFACES WILL NOT BE STAINED.
NOTE: ELASTOMERIC PADS SHALL BE IN PLACE A MINIMUM OF ONE DAY BEFORE BEING DISTURBED BY SETTING BEAMS. PLACE RUBBER
NOTE: RISER BLOCKS SHALL BE POURED MONOLITHICALLY WITH THE ABUTMENT BEAM.
ABUTMENT GENERAL NOTES
ABUTMENT BACKWALL. AT LEAST THE TOP 12 INCHES OF THE BACKWALL SHALL BE POURED CONCURRENTLY WITH THE END OF SLAB.
NOTE: NOT LESS THAN HALF OF THE SLAB SHALL BE POURED PRIOR TO, OR CONCURRENTLY WITH, PLACEMENT OF ANY PART OF THE
o
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
47026-3280-14
2020R-STP/NH-115(29)
AB1202.DGN
MA
TC
HLIN
E "D"-"D"
MA
TC
HLIN
E "E"-"E"
117 4,67712,741
(LOOKING FORWARD ON SURVEY)
P.C.O. DENOTES: PILE CUT-OFF
ooo o o
MMD/ALP
FOR DETAILS OF WINGPOST AND BRIDGE RAIL SEE STANDARD DWG. NO. STD-11-1.
NOTE: WHEN POURING WINGWALLS, PROVISIONS SHALL BE MADE FOR SETTING REINFORCING STEEL FOR WINGPOSTS AND BRIDGE RAILS.
ALI OMAR
DETAIL" ON DWG. NO. U-82-183.
SEE "RISER BLOCK REINFORCING
DENOTES: RISER BLOCK TO BE REINFORCED.
FOR ELEVATION "A"-"A" SEE DWG. NO. U-82-185.
NOTE: FOR SECTION "D"-"D" SEE DWG. NO. U-82-184. FOR SECTION "C"-"C" SEE DWG. NO. U-82-183.
SE
E
DW
G.
NO.
U-8
2-183
SE
E
DW
G.
NO.
U-82-18
3
U-82-182
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
BARS B641
ELEV. 903.01"D"
EL
EV
ATIO
N "A" - "A"
ELEV. 909.53
(TYP.)
1" CHAMFER
STA. 126+49.65
END OF BRIDGE
a BEARING
BEARING PAD (TYP.)
ELASTOMERIC
�" s 9" s 2’-2"
ELEV. 909.83
(TYP.)
a BEAM
BAR B640E
BARS A640E d BARS A640E BARS A642 d BARS A642
ELEV. 903.21 ELEV. 903.41
ELEV. 903.61
ELEV. 903.81
1’-0" = 2’-0"
2 SPA. @
(TYP.)
1’-0" = 2’-0"
2 SPA. @900.84 (TYP.)
P.C.O. ELEV.
(LEVEL)
ELEV. 902.84ELEV. 904.01
21’-
9"
20’-
3"
"C"
"C"
ELEV. 910.98
ELEV. 909.83
SURFACE (TYP.)
BONDED TO CONCRETE
FIBERBOARD SECURELY
�" s 3" BITUMINOUS
OF WINGWALL (TYP.)
RUN FULL HEIGHT
�" V-GROOVE TO
NO. 7 BARS
NO. 5 BARS
ELEV. 904.01
BARS A742
BARS A741 d
BARS A740 d
BARS A542
BARS A541 d
BARS A540 d
(CHEROKEE TRAIL)
FINISHED GRADE LINE
a SURVEY AND
2’-4" MIN. PROJ.
1’-6" EMB.
BARS A646 (3’-10")
BARS A643E d
117’-0"
118’-6"
10’-0" 10’-0" 10’-0" 10’-0" 10’-0" 4’-3"
3’-8�"
118’-6"
3’-
0"
L540
BARS
(TYP.)
9�"
(TYP.)
9�" 9"
1’-6"9" 9"
3’-0"
113 SPA. @ 1’-0" = 113’-0"
BARS A643E (N.S. AND F.S.) d BARS H640 OR BARS R640E
BE
AM
3’-
0" A
BU
TM
EN
T
1’-
6" E
ND
WA
LL
BR
AC
KE
T
1’-
0" R
OA
DW
AY
2’-
1�
"
MIN. LAP 2’-9"
(TYP.)
1’-4"
(TYP.)
1’-4"
(TYP.)
2’-8"
31 EQ. SPA. = 111’-1"
HP 10s42 STEEL PILES
BARS L540
3’-0"
3" 3"
3’-
0"
3"
3"
4�
"
3"
4"
3"
3’-
1"
1’-6" 1’-6"
o
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
47026-3280-14
2020R-STP/NH-115(29)
AB1202.DGN
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
ENGINEER OF STRUCTURES
CORRECT
1:25:16
PM
10/25/2019
P:\
Cadd
User
Gro
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Re
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AB12
02.d
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DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
03-19
RODNEY CHANDLER 02-19
05-18MATT TERRY
PLAN
ELEVATION (LOOKING FORWARD ON SURVEY)
A2’-8"
BARS H441
1’-0" MIN. EMB.
BARS H440
PLAN ELEVATION
RISER BLOCK REINFORCING DETAIL
SECTION "C"-"C"
MA
TC
HLIN
E "E"-"E"
MA
TC
HLIN
E "D"-"D"
10’-0"
118’-6"
113 SPA. @ 1’-0" = 113’-0"
117’-0"
31 EQ. SPA. = 111’-1"
118’-6"
A
A
AA
3"
3"
2’-8"
3" 3"
1’-
5"
BARS A643E (N.S. AND F.S.) d BARS H640 OR BARS R640E
P.C.O. DENOTES: PILE CUT-OFF
N.S. DENOTES: NEAR SIDE
F.S. DENOTES: FAR SIDE
oo
o
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
ABUTMENT NO. 2 DETAILS
BRIDGE NO. 1
HP 10s42 STEEL PILES
MMD/ALP
= 2’-2"
3 EQ. SPA.
H440
BARS
DETAIL" ON THIS SHEET.
SEE "RISER BLOCK REINFORCING
DENOTES: RISER BLOCK TO BE REINFORCED.
BARS H441
11"
ALI OMAR
FOR ELEVATION "B"-"B" SEE DWG. NO. U-82-185.
NOTE: FOR SECTION "D"-"D" SEE DWG. NO. U-82-184.
SE
E
DW
G.
NO.
U-8
2-182
SE
E
DW
G.
NO.
U-82-18
2
U-82-183
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
"D"(LEVEL)
ELEV. 902.84
BARS A640E d BARS A640EBARS A642 d BARS A642BARS B641
BAR B640E
"C"
"C"
(TYP.)
1’-0" = 2’-0"
2 SPA. @1’-0" = 2’-0"
2 SPA. @
ELEV. 909.53
21’-
9"
20’-
3"
ELEV. 909.83
EL
EV
ATIO
N "B" - "B"
(TYP.)
a BEAM
(TYP.)
1" CHAMFER
BEARING PAD (TYP.)
ELASTOMERIC
�" s 9" s 2’-2" a BEARING
ELEV. 903.81
ELEV. 903.61
ELEV. 903.41 ELEV. 903.21
ELEV. 903.01
ELEV. 909.83
900.84 (TYP.)
P.C.O. ELEV.
3’-10"
MIN. LAP
NO. 7 BARS
BARS A742
BARS A741 d
BARS A740 d
BARS A542
BARS A541 d
BARS A540 d
2’-4" MIN. PROJ.
1’-6" EMB.
BARS A646 (3’-10")
BARS A643E d
NO. 5 BARS
v
v
v
v
EM
B.
1’-
6"
1’-
0"
9"
1’-
3"
1’-
3"
�" CHAMFER
1’-
0"
1’-0"1’-6"
v
v
5 SPA. @
6" = 2’-6"
1’-
0"
CONST. JOINT
OPTIONAL
BULB-TEE
72"
v
v
v v v v
BARS A441
BARS A440 d
v
v vJOINT
CONST.
BARS L540
BARS H540
F.S.
N.S.
BARS R640E
F640E
BARS
d BARS H640
BARS A643E
BARS A640E d BARS A640E
7
EQ.
SP
A.
=
VA
RIE
S
v
BA
RS
A642 (N.S.
AN
D
F.S.)
B
AR
S
A642 d
BARS A742
BARS A741 d
BARS A740 d
BARS A542
BARS A541 d
BARS A540 d
BRIDGE ENDS
PAVEMENT @
LA
P
2’-
0"
MIN.
PR
OJ.
117’-0"
1’-1"8�"
2�"
2’-0"
1’-6"
2�"2�"
8�
"
20’-
3"
3"
18
SP
A.
@ 1’-
0" = 18’-
0"
BA
RS
A442 (N.S.) O
R
BA
RS
A644 (F.S.) d
B
AR
S
H641
113 SPA. @ 1’-0" = 113’-0"
BARS A643E (N.S. AND F.S.) d BARS H640
NO. 4 BARS
2’-2" MIN. LAP
NO. 6 BARS
3’-3" MIN. LAP
113 SPA. @ 1’-0" = 113’-0"
BARS H540 OR BARS F640E OR BARS R640E
8�
"
20’-
3"
3"
1’-6"
2�"
1’-1"
2’-0"
8�"
117’-0"
18
SP
A.
@ 1’-
0" = 18’-
0"
BA
RS
A442 (N.S.) O
R
BA
RS
A644 (F.S.) d
B
AR
S
H641
2�" 2�"
113 SPA. @ 1’-0" = 113’-0"
BARS A643E (N.S. AND F.S.) d BARS H640
113 SPA. @ 1’-0" = 113’-0"
BARS H540 OR BARS F640E OR BARS R640E
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
47026-3280-14
2020R-STP/NH-115(29)
AB1202.DGN1:25:4
1 P
M
10/25/2019
P:\
Cadd
User
Gro
up
Re
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ns 1 an
d 2\
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Chandler\1Dra
win
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02
Kno
x -
CH
ER
OK
EE
TR
AIL\
AB12
02.d
gn
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
03-19
RODNEY CHANDLER 02-19
05-18MATT TERRY
ENGINEER OF STRUCTURES
CORRECT
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
MA
TC
HLIN
E "F"-"F"
MA
TC
HLIN
E "F"-"F"
SECTION "D"-"D"
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
ABUTMENT NO. 2 DETAILS
BRIDGE NO. 1
SE
E
THIS
SH
EE
T
SE
E
THIS
SH
EE
T
MMD/ALP
117’-0"
113 SPA. @ 1’-0" = 113’-0"
113 SPA. @ 1’-0" = 113’-0"
BARS A643E (N.S. AND F.S.) d BARS H640
BARS H540 OR BARS F640E OR BARS R640E
N.S. DENOTES: NEAR SIDE
F.S. DENOTES: FAR SIDE
ALI OMAR U-82-184
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
v v
v v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
A443
BARS
N.S.
F.S.
BARS A645
BARS B641 (TYP.)
BAR B640E OR
N.S.
F.S.BARS A440 d BARS A441BARS A642 d BARS A642
BARS A640E d BARS A640E OR
2’-4" MIN. PROJ.
1’-6" EMB.
BARS A646 (3’-10")
BARS A643E d
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
vv
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
N.S.
F.S.
BARS B641 (TYP.)
BAR B640E ORBARS A440 d BARS A441
A443
BARS
BARS A645
BARS A642 d BARS A642
BARS A640E d BARS A640E OR
F.S.
N.S.
2’-4" MIN. PROJ.
1’-6" EMB.
BARS A646 (3’-10")
BARS A643E d
1’-0"
20’-3"
8" = 3’-4"
5 SPA. @1’-0"3"
7" = 1’-2"
2 SPA. @
13 SPA. @ 1’-0" = 13’-0"
BARS B570E
(TY
P.)
3"
(TY
P.)
3"
3" 5 SPA. @BARS L540
6’-0" 6’-0"
9" 6 SPA. @
BARS L540
9"
(TY
P.)
3’-
0"
21’-9"
=
VA
RIE
S
7
EQ.
SP
A.
1’-0"
20’-3"
8" = 3’-4"
5 SPA. @ 1’-0" 3"
7" = 1’-2"
2 SPA. @
13 SPA. @ 1’-0" = 13’-0"
BARS B570E
(TY
P.)
3"
(TY
P.)
3"
3"5 SPA. @BARS L540
6’-0"6’-0"
9"6 SPA. @
BARS L540
9"
(TY
P.)
3’-
0"
21’-9"
=
VA
RIE
S
7
EQ.
SP
A.
(N.S. AND F.S.)
BARS A570E
(N.S. AND F.S.)
BARS A570E
9" 5 EQ. SPA.BARS L540
9" 9" 5 EQ. SPA.BARS L540
9"
18 SPA. @ 1’-0" = 18’-0"
BARS A442 (N.S.) OR BARS A644 (F.S.) d BARS H641
18 SPA. @ 1’-0" = 18’-0"
BARS A442 (N.S.) OR BARS A644 (F.S.) d BARS H641
(EM
B.)
1’-
6"
(PR
OJ.)
2’-
10"
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
R-STP/NH-115(29)
47026-3280-14
2020
AB1202.DGN1:26:0
3 P
M
10/25/2019
P:\
Cadd
User
Gro
up
Re
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ns 1 an
d 2\
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Chandler\1Dra
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02
Kno
x -
CH
ER
OK
EE
TR
AIL\
AB12
02.d
gn
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
03-19
RODNEY CHANDLER 02-19
05-18MATT TERRY
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
ENGINEER OF STRUCTURES
CORRECT
ELEVATION "A"-"A" ELEVATION "B"-"B"
SECTION "E"-"E"
P.C.O. DENOTES: PILE CUT-OFF
N.S. DENOTES: NEAR SIDE
F.S. DENOTES: FAR SIDE
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
ABUTMENT NO. 2 DETAILS
BRIDGE NO. 1
MMD/ALP
ALI OMAR U-82-185
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
1’-0" = 5’-0" 1’-0" = 6’-0"
"E"
"E"
909.83
ELEV.
BARS A743
BARS A543
(LEVEL)
902.84
ELEV.
909.53
ELEV.
900.84
P.C.O. ELEV.
BARS A645 (F.S.)
BARS A443 (N.S.) OR
1’-0" = 5’-0"1’-0" = 6’-0"
"E"
"E"
909.83
ELEV.
BARS A543
(LEVEL)
902.84
ELEV.
909.53
ELEV.
900.84
P.C.O. ELEV.
BARS A743
= 4’-6" = 4’-6"
BARS A645 (F.S.)
BARS A443 (N.S.) OR
1’-6" 1’-6"
3"3"
3’-0"
5 SPA. @
6" = 2’-6"
H H
HH
H H
A
A
A
A
A
A
A
A
A
A
A
(EM
B.)
3’-
0"
3"
1’-
3"
1’-
3"
3"
BARS H641
A
H H H H
H H
1’-6"A
A
B570E
BARS
3"
A
A
A
H H
BARS
A
BARSA
H H
1’-
0"
H H
H H
H H
H H
H H
H H
7
EQ.
SP
A.
BARS L540
A442
A644
BARS A743
BARS A543
A
F.S.
AN.S.
BA
RS
A443 (N.S.)
OR
A645 (F.S.)
LA
P
2’-
0"
MIN.
4�
"
3�
"3�
"
7"
7"
4�
"
6"6" 6"
113’-0"
4’-
0"
2’-
0"
6’-
0"
8’-6"24’-0"24’-0"24’-0"24’-0"8’-6"
6" 6" 6"
6’-0"
(TYP.)
4’-6"
(TY
P.)
2"
(TY
P.)
2"
18’-0" 18’-0" 18’-0"
BARS H650
DOUBLE
3’-
6"
1’-
9"
1’-
9"
1’-6"
(TYP.)
2’-8"(TYP.)
1’-4"
(TYP.)
1’-4"
113’-0"
10’-0"
56’-6"
5’-0" 5’-0"10’-0" 10’-0" 10’-0" 10’-0" 10’-0"
56’-6"
(TYP.)
90°00’00"
(TYP.)
1’-6"
(TYP.)
1’-6"(TYP.)
6"
(TYP.)
6"
(TYP.)
15’-0"
(TY
P.)
4’-
6"
BARS H650
DOUBLE
DOUBLE BARS L651
1’-0" = 5’-0"
5 SPA. @
6" = 3’-6"
7 SPA. @
@ 4"
6 SPA.
6" = 3’-6"
7 SPA. @
@ 4"
6 SPA. BARS H650
DOUBLE 6"
DOUBLE BARS L651
1’-0" = 5’-0"
5 SPA. @
6" = 3’-6"
7 SPA. @
@ 4"
6 SPA.
6" = 3’-6"
7 SPA. @
@ 4"
6 SPA.
DOUBLE BARS L651
@ 4"
6 SPA.
2"
(TYP.)
3"
(TY
P.)
3" C
L.
(TY
P.)
1’-
0" E
MB.
18
SP
A.
@ 4" = 6’-
0"
8
SP
A.
@ 1’-
0" = 8’-
0"
18
SP
A.
@ 4" = 6’-
0"
6
SP
A.
@ 1’-
0" = 6’-
0"
6" 6" 6" 6" 6" 6"6" 6" 6"
18 EQ. SPA. = 14’-0" (TYP.)
BARS D851 (TOP AND BOTTOM MAT)
4 SPA. @ 3’-0" = 12’-0" (TYP.)
PILES HP10s42
(TY
P.)
4’-
2"
MIN.
LA
P
(TYP. NO. 10 BARS)
4’-11" MIN. LAP
BARS L650
DOUBLE SERIES
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
03-19
RODNEY CHANDLER 02-19
05-18
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
47026-3280-14
2020
ELEVATION (LOOKING FORWARD ON SURVEY)
PLAN
1:28:3
4 P
M
10/25/2019
P:\
Cadd
User
Gro
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Re
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d 2\
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Chandler\1Dra
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02
Kno
x -
CH
ER
OK
EE
TR
AIL\
BP12
02.D
GN
R-STP/NH-115(29)
BP1202.DGN
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
BENT NO. 1
BRIDGE NO. 1
ENGINEER OF STRUCTURES
CORRECT
MA
TC
HLIN
E "A"-"A"
MA
TC
HLIN
E "B"-"B"
2’-9" MIN. LAP
(TYP. NO. 6 BARS)
C.Y.
ESTIMATED QUANTITIES
LB.
REINFORCING STEELCLASS "A" CONCRETE
(BRIDGES)(BRIDGES)
o
ooooo
~
A
BENT CAP
a BENT
DIRECTION OF SURVEY
RISER BLOCK SLOPE DETAIL
CONFORM TO BOTTOM OF BEAM GRADE.
RISER BLOCK BEARING PAD SURFACE TO
�"
MATT TERRY
9 SPA. @ 4" = 3’-0"
DENOTES: 2 BARS L550 AND 4 BARS YB550
299 66,401
MMD/ALP
COLUMN STEEL TO EXTEND 4’-9" INTO CAP BEAM.
NOTE:
STAINED.
A WAY THAT VISIBLE CONCRETE SURFACES WILL NOT BE
ON CONCRETE. PLACE RUBBER BONDING CEMENT IN SUCH
ONE DAY BEFORE BEING DISTURBED BY SETTING BEAMS
ELASTOMERIC PADS SHALL BE IN PLACE A MINIMUM OF
NOTE:
BEAM.
RISER BLOCKS TO BE POURED MONOLITHICALLY WITH CAP
NOTE:
STD-6-1. BOLT PROJECTION 11".
SEE STANDARD DWG. NO.w ASTM F1554, GRADE 105. 1"
FOR SETTING ANCHOR BOLTS. ANCHOR BOLTS SHALL BE
WHEN POURING CAP BEAM, PROVISIONS SHALL BE MADE
NOTE:
ALI OMAR U-82-186
AND SECTION "D"-"D" SEE DWG. NO. U-82-188.
FOR SECTION "A"-"A", SECTION "B"-"B", SECTION "C"-"C",
SE
E
DW
G.
NO.
U-82-187
SE
E
DW
G.
NO.
U-8
2-18
7
DENOTES: 2 BARS L550 AND 4 BARS YB550
P.C.O. DENOTES: PILE CUT-OFF
DETAIL" ON DWG. NO. U-82-187.
SEE "RISER BLOCK REINFORCING
DENOTES: RISER BLOCK TO BE REINFORCED.
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
vv
vvv v v v v v v v v v v v v v v v v
v v v v v v v v v v v v v v v v v
v vv v v v v v v v v v v v v v v v v
v vv v v v v v v v v v v v v v v v v
v vv v v v v v v v v v v v v v v v v
ELEV. 875.64
TOP OF FOOTING
"D" "D"
(LEVEL)
ELEV. 902.68 ELEV. 902.84ELEV. 903.04
ELEV. 903.44ELEV. 903.64
ELEV. 903.84
(TYP.)
ELEV. 896.68
1’-0" = 5’-0"
5 SPA. @
vv
a BEARING
(TYP.)
a BEAM
vv v vv v vv v vv v vv v vv v
STA. 125+26.65
a BENT NO. 1
"A"
"A"
(TYP.)
BARS B1050
BARS B1050 d
BARS A650 d BARS A652 BARS A650 d BARS A653BARS A651
BARS A650 d BARS CD1050 d BARS CD1051
(TYP.)
BARS D850
ELEV. 877.17
TOP OF FOOTING
1’-
0" = 5’-
0"
5
SP
A.
@
"B"
"B"
4" = 5’-0"
15 SPA. @= 2’-0"1’-0" = 5’-0"
5 SPA. @= 2’-0"
BARS A1050
BARS A1050 d
ELEV. 903.241’-0" = 5’-0"
5 SPA. @
ELEV. 878.71
TOP OF FOOTING
"C"
"C"
BARS C950
BARS A952 d
BARS C950
BARS A951 d
BARS C950
BARS A950 d
(TYP.)
1" CHAMFER
903.84
ELEV.
3" = 6"
2
SP
A.
@
2’-
4"
4" =
7
SP
A.
@(T
YP.)
(TY
P.)
(TY
P.)
(TY
P.)
(TY
P.)
ELEV. 872.14
P.C.O.
vv v vvvvv v v v v v v vvvvv
v vvvvv
HOLES (TYP.)
1�" DIA.
6" = 3’-6"
7 SPA. @
= 2’-0" = 2’-0"= 2’-0"
PAD (TYP.)
ELASTOMERIC BEARING
2’-2" s 2’-6" s �"
(CHEROKEE TRAIL)
a SURVEY AND FINISHED GRADE LINE
ELEV. 873.67
P.C.O.
ELEV. 875.21
P.C.O.
6�
"6�
"
113’-0"
8’-6"24’-0"24’-0"24’-0"24’-0"8’-6"
6"
18’-0" 18’-0"
113’-0"
10’-0" 10’-0" 10’-0" 10’-0" 10’-0" 1’-6"
56’-6"
DOUBLE BARS L651
1’-0" = 5’-0"
5 SPA. @
6" = 3’-6"
7 SPA. @
@ 4"
6 SPA.
(TYP.)
2’-8"(TYP.)
1’-4"
(TYP.)
1’-4"
(TYP.)
90°00’00"
(TYP.)
6"
(TYP.)
6"
(TYP.)
1’-6"
(TYP.)
1’-6"
(TYP.)
15’-0"
(TY
P.)
4’-
6"
6’-0"
(TYP.)
4’-6"
(TYP.)
3"
3�
"
(TY
P.)
2"
2"
4’-
0"
6’-
0"
2’-
0"
3’-
6"
1’-
9"
1’-
9"
BARS H650
DOUBLE6" 6"
DOUBLE BARS L651
@ 4"
6 SPA.
6" = 3’-6"
7 SPA. @
1’-0" = 5’-0"
5 SPA. @
6" = 3’-6"
7 SPA. @
@ 4"
6 SPA.6"
BARS H650
DOUBLE 6"
(TY
P.)
3"
18
SP
A.
@ 4" = 6’-
0"
18
SP
A.
@ 4" = 6’-
0"
6" 6" 6" 6" 6" 6"
18 EQ. SPA. = 14’-0" (TYP.)
BARS D851 (TOP AND BOTTOM MAT)
(TY
P.)
2"
4 SPA. @ 3’-0" = 12’-0" (TYP.)
PILES HP10s42
(TY
P.)
4’-
2"
MIN.
LA
P
BARS L650
DOUBLE SERIES
3’-6"
PR
OJ.
11"
EM
B.
2’-
0"
(TYP.)
3"
4’-6" 3’-0"
4’-
6"
(TYP.)
6"
12’-0"
16 EQ. SPA. = 11’-0"
BARS D850 (TOP AND BOTTOM MAT)
(TYP.)
6"
(TYP.)
1’-6"
(TYP.)
1’-6"
(TYP.)
3"
(TY
P.)
3" C
L.
3 SPA. @ 3’-0" = 9’-0" (TYP.)
PILES HP10s42STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
03-19
RODNEY CHANDLER 02-19
05-18
ELEVATION (LOOKING FORWARD ON SURVEY)
PLAN
END ELEVATION
ENGINEER OF STRUCTURES
CORRECT
24’-0"
18’-0"
MA
TC
HLIN
E "A"-"A"
MA
TC
HLIN
E "B"-"B"
A
A
2’-8"
3" 3"
= 2’-2"
3 EQ. SPA.
H440
BARS
AA
3"
3"
= 2’-
10"
4
EQ.
SP
A.
BA
RS
H4
41
A2’-8"
BARS H441
1’-0" MIN. EMB.
BARS H440
oo
o
R-STP/NH-115(29)
47026-3280-14
2020
BARS CD1051
BARS CD1050 d
1:28:5
3 P
M
10/25/2019
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BP12
02.D
GN
MATT TERRY
o DETAIL" ON THIS SHEET.
SEE "RISER BLOCK REINFORCING
DENOTES: RISER BLOCK TO BE REINFORCED.
DATE
BP1202.DGN
3’-
4"
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
BENT NO. 1 DETAILS
BRIDGE NO. 1
MMD/ALP
PLAN
ELEVATION
RISER BLOCK REINFORCING DETAIL
ALI OMAR
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
U-82-187
DENOTES: 2 BARS L550 AND 4 BARS YB550
P.C.O. DENOTES: PILE CUT-OFF
SE
E
DW
G.
NO.
U-8
2-18
6S
EE
DW
G.
NO.
U-82-186
05-19
DOUBLE BARS L651
9 SPA. @ 4" = 3’-0"
DENOTES: 2 BARS L550 AND 4 BARS YB50
v vv v v v v v v v v v v v v v v v v
v vv v v v v v v v v v v v v v v v v
v vv v v v v v v v v v v v v v v v v
v vv v v v v v v v v v v v v v v v v
ELEV. 903.64 ELEV. 903.44
ELEV. 903.24
ELEV. 903.04 ELEV. 902.84
vv v vv v vv v vv v
(TYP.)
1" CHAMFER
vv
HOLES (TYP.)
1�" DIA.
3’-
0"
1’-
0" =
3
SP
A.
@
10’-0"
56’-6"
113’-0"
a BEARING
(TYP.)
a BEAM
113’-0"
(TYP.)
BARS D850
(TYP.)
2’-
0"
1’-
0" =
2
SP
A.
@
3" = 6"
2
SP
A.
@
2’-
4"
4" =
7
SP
A.
@
(TY
P.)
(TY
P.)
(TY
P.)
(TY
P.)
(TY
P.)
(LEVEL)
ELEV. 902.68
ELEV. 880.25
TOP OF FOOTING
ELEV. 881.78
TOP OF FOOTING
1’-0" = 5’-0"
5 SPA. @
4" = 5’-0"
15 SPA. @
BARS C950
BARS A953 d
BARS C950
BARS A954 d
BARS A650 d BARS A652BARS A650 d BARS A653BARS A651
BARS A650 d
vvv
"D" "D"
"A""B""C"
"A"
"B"
"C"
6"
1’-0" = 5’-0"
5 SPA. @
(TYP.)
ELEV. 896.68
v
= 2’-0" = 2’-0" = 2’-0"
PAD (TYP.)
ELASTOMERIC BEARING
2’-2" s 2’-6" s �"
BARS B1050
BARS B1050 d
BARS A1050
BARS A1050 d
ELEV. 876.75
P.C.O.
ELEV. 878.28
P.C.O.
vv
vvvvvvvvvvvvvvvvv
v v v v v v v v v v v v v v v
(TY
P.)
(TY
P.)
(TYP.)
a COLUMN
BARS D851
DWG. NO. STD-6-1.
SEE STANDARD
1"w ANCHOR BOLT
15’-0"
12’-
0"
(TYP.)
1’-6"
(TYP.)
1’-6"
(TY
P.)
1’-
6"
(TY
P.)
1’-
6"
(TYP.)
3" CL.
6"6"
18 EQ. SPA. = 14’-0"
BARS D851
6"
6"
16
EQ.
SP
A.
= 11’-
0"
BA
RS
D8
50
4 SPA. @ 3’-0" = 12’-0" (TYP.)
HP10s42 STEEL PILES
3
SP
A.
@ 3’-
0" = 9’-
0" (T
YP.)
HP10s42
ST
EE
L
PIL
ES
(TY
P.)
3" C
L.
VA
RIE
S
3’-6"
3"
4"
6�
"
6’-
0"
5
SP
A.
@ 9" = 3’-
9"
4"
3"
6 SPA. @ 6" = 3’-0"3" 3"
3"
4"
6�
"
6’-
0"
5
SP
A.
@ 9" = 3’-
9"
4"
3"
3’-6"
6 SPA. @ 6" = 3’-0"3" 3"
6�
"
3’-6"
3"
4"
6�
"
6’-
0"
5
SP
A.
@ 9" = 3’-
9"
4"
3"
6 SPA. @ 6" = 3’-0"3" 3"
6�
"
6’-0"
3" 3"
11 SPA. @ 6" = 5’-6"
BARS A95- d BARS C950
3"
BA
RS
C950
BA
RS
A95- d
3"
3’-
0"
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
03-19
RODNEY CHANDLER 02-19
05-18
ENGINEER OF STRUCTURES
CORRECT
SECTION "D"-"D"
SECTION "A"-"A" SECTION "B"-"B" SECTION "C"-"C"
R-STP/NH-115(29)
47026-3280-14
2020
1:29:13 P
M
10/25/2019
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CH
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OK
EE
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BP12
02.D
GN
MATT TERRY
BP1202.DGN
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
BENT NO. 1 DETAILS
BRIDGE NO. 1
MMD/ALP
PLAN OF FOOTING
(TY
P.
TO
P
AN
D
BO
TT
OM
OF
FO
OTIN
G)
(TYP. TOP AND BOTTOM OF FOOTING)
ALI OMAR
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
U-82-18805-19
BARS B1050 d BARS B1050
BARS A1050 d BARS A1050
BARS A650 d BARS A65-
BARS CD1050 d BARS CD1050
BARS CD1050 d BARS CD1050
BARS B1050 d BARS B1050
BARS A1050 d BARS A1050
BARS A650 d BARS A65-
BARS CD1050 d BARS CD1050
BARS CD1050 d BARS CD1050
BARS H650
BARS B1050 d BARS B1050
BARS A1050 d BARS A1050
BARS A650 d BARS A65-
BARS CD1050 d BARS CD1050
BARS CD1050 d BARS CD1050
BARS L651
L650
SERIES BARS
v v
vv
v
v
v
v
v
v
v
vv
v v v v v v v v v v
v v v v v v v v v v
5
SP
A.
@ 6" = 2’-
6"
BARS L550
BARS YB550
U-82-189
10/25/2019
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SR115-
KN
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CO
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FF12
02.d
gn
ENGINEER OF STRUCTURES
CORRECT
r
DOCUMENTS.
OF STRUCTURES TO BECOME PART OF FINAL BRIDGE
COMPLETION, IT IS TO BE SENT TO THE DIVISION
ENGINEER GIVING AS-BUILT CONDITIONS. AFTER
BY THE CONSTRUCTION OFFICE AND/OR FIELD
THE BLANKS ON THIS SHEET ARE TO BE FILLED IN
NOTE: TO CONTRACTOR AND CONSTRUCTION OFFICE:
ELEV.
PILE CUT-OFF
FOOTING "A"
FOOTING "B"
FOOTING "C"
FOOTING "D"
FOOTING "E"
1 2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
PILE CUT-OFF ELEV.
IN PLACE PILE LENGTH
PILE TIP ELEV.
IN PLACE PILE LENGTH
PILE CUT-OFF ELEV.
PILE TIP ELEV.
IN PLACE PILE LENGTH
PILE CUT-OFF ELEV.
PILE TIP ELEV.
NO. 2
ABUTMENT
NO. 1
ABUTMENT
1 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 362 3 4 5 6 7
TABLE SHOWING PILE NUMBERS, PILE CUT-OFF ELEVATIONS, PILE TIP ELEVATIONS AND PILE LENGTHS
3536
3
4
5
6
7
8
9
10
12
13
14
15
16
17
18
19
20
21
11
22
23
24
25
26
27
28
29
31
32
33
34
12
3635
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
05/18
03/19NINU SHOUKATH
MATT TERRY
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
47026-3280-14
2020
FF1202.DGN
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
FINAL FOUNDATION DATA
BRIDGE NO. 1
IN PLACE PILE LENGTH
PILE CUT-OFF ELEV.
PILE TIP ELEV.
IN PLACE PILE LENGTH
PILE CUT-OFF ELEV.
PILE TIP ELEV.
IN PLACE PILE LENGTH
PILE CUT-OFF ELEV.
PILE TIP ELEV.
IN PLACE PILE LENGTH
PILE CUT-OFF ELEV.
PILE TIP ELEV.
FOOTING "A"
BENT NO. 1
FOOTING "B"
BENT NO. 1
FOOTING "C"
BENT NO. 1
FOOTING "D"
BENT NO. 1
FOOTING "E"
BENT NO. 1
30
1 2 3 4
6 7 8
10 11 12
14 15 16
18 19 20
5
9
13
17
ABUTMENT NO. 1 BENT NO. 1 ABUTMENT NO. 2
ABUTMENT NO. 1 BENT NO. 1 ABUTMENT NO. 2
TYPICAL PLAN OF PILE FOOTING
@ BENT NO. 1
R-STP/NH-115(29)
CONST. NO.
03/19MMD/ALP
ALI OMAR
ELEV.
PILE CUT-OFF
ELEV.
PILE CUT-OFF
05/19
SUPERSTRUCTURE (EPOXY-COATED)
BAR LOCATION SIZENO.
REQ’D A B
BENDING DIMENSIONS
C DLENGTH
A500E 5
A501E 5
60’-0"
A502E 5
A503E 5
ABUTMENT NO. 1 (EPOXY-COATED)
BAR LOCATION SIZENO.
REQ’D A B
BENDING DIMENSIONS
C DLENGTH
ABUTMENT NO. 1 (REGULAR)
A440 4 1
A441 4
A442 4
A540 5 2
A541 5
A642 ENDWALL 6
6
6
A740 7 10
A741 7
6 5’-0" 5’-8"
5 2’-8"
ABUTMENT NO. 2 (EPOXY-COATED)
BAR LOCATION SIZENO.
REQ’D A B
BENDING DIMENSIONS
C DLENGTH BAR LOCATION SIZE
NO.
REQ’D A B
BENDING DIMENSIONS
C DLENGTH
ENDWALL 6 2
R640E ENDWALL 6 3’-3" 3’-0" 6’-3"
H640 6 1’-2"
BARS A
BARS B
A
A
BARS C
A
BARS D
LENGTHA
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B B
C
D D
BARS E
A
A
A
A
A
A
A B C
D
BARS F
A
A
A
A
A
B
BARS H
A
A
A
A
A
A
A
A
A A
B
BARS R
A
A
A
A
A
BARS X
A
A
45°
A
A
45°
CA
A AA
A
AB
A
A
A A
A A
A A
A
A
A
A
A
A
A
B BC D CD
A
A
A
A
A
A
3 EQ. SPA. 3 EQ. SPA.
A A
BARS V
A
A
A
F 45°
BARS T
A
A
A
A
A
A
A
A
A
A
A
B
C
A
A
A
D
BARS J
A
A
A
A
A
A
A B
B
A
BARS Z
A
A
A
A
A
B
BARS YA
A
A
A
A
A
B
A
A
45°
BARS YB
BARS CD
BARS CB
A AA
A
B A
A
CA
C
A
A
A
A
A
A
45°
A
BC
BARS G
A
A
A
A
A
A
A
A
A
A
A
A
A A
C
B
90°
BARS JX
B
B
A
A
A
B
A
A60°
BARS VA
REINFORCING STEEL CODESIZETYPE SERIES
065A
NOTE: The suffix E for bars so marked denotes epoxy coated reinforcement.
NOTE: Dimensions shown on this sheet are outside to outside of bar. Standard C.R.S.I. Hook Details shall apply, except as noted.
A
A
BARS HA
A
BILL OF STEEL
A
A
A
B
CA A
H540 5 2’-2" 3’-2"6"
B570E 992 2’-9"
B570E 2’-9"56
F640E 6
5
3’-11"1’-3"
5
B
BARS HP
A
A
AA
A
A
AC
36 3’-3"
2 5’-8"
L540
1
38
60’-0"
40’-0"
32
38
16
60’-0"
40’-0"
16ENDWALL
4’-7" 10’-4"ABUT. BEAM/ENDWALL
2’-8" 11’-7"
ENDWALL 6 2
F640E 6 1’-1" 1’-3" 1’-1" 1’-3"
R640E ENDWALL 6 3’-3" 3’-0" 6’-3"
B640E 5’-0"26
36 3’-3"
3’-11"
8
2
24’-3"
NOTE: BAR NUMBERS IN ABUTMENTS ARE NOT CONSECUTIVE BUT ARE PER ABUTMENT AND NEED TO BE LABELED ACCORDINGLY.
988
20’-8"
2ABUT. BEAM
WINGWALL
WINGWALL
A646 ENDWALL/ABUT. BEAMS 6 8 3’-10"
10
A570E 5
A640E 60’-0"
ENDWALL 6A643E 6’-10"236
3’-4"
B640E 6 5’-0"ENDWALL
ENDWALL 114 1’-1" 1’-1" 1’-3"
114
60’-0"
55’-10"
5’-11"
4 16A443 19’-11"
5 23’-8"2ABUT. BEAM A542
A543 5 21’-6"4
60’-0"
A644 5’-11"
A645 19’-11"
7 10
7 20 21’-6"
A742 25’-10"
A743
B641
32
16
H440
H441
1’-1" 2’-1"
2’-4" 2’-1" 6’-6"
114
114
6 1’-2" 4’-4" 9’-10"WING BEAM/WINGWALL 38
612
988
56’-1"119
153
60’-0"
A600E 6
BOTTOM SLAB
BOTTOM SLAB
TOP SLAB
27’-5"468A601E 6TOP SLAB
25’-9"468A1000E 10TOP SLAB
60’-0"234A1001E 10TOP SLAB
52’-1"119A602E 6TOP SLAB
3’-4"
TOP AND BOTTOM SLAB
TOP AND BOTTOM SLAB
SUPERSTRUCTURE (REGULAR)
5 60’-0"14DIAPHRAGMS
5 54’-0"DIAPHRAGMS 14
14’-5"DIAPHRAGMS
5’-5"DIAPHRAGMS 24
4
4
A570E 5
A640E 60’-0"
WINGWALL
ENDWALL 6A643E 6’-10"236
B570E 2’-9"565 3’-4"
5’-8"
114ENDWALL
114
60’-0"
54’-5"
2
22’-9"
21’-2"
ABUTMENT NO. 2 (REGULAR)
4 1
4
4
5 2
5
ENDWALL 6
6
6
7 10
7
H540 5 2’-2" 3’-2"6"
1
38
60’-0"
40’-0"
32
38
16
60’-0"
40’-0"
11’-7"
2
WINGWALL
6 8 3’-10"
10
60’-0"
55’-10"
6’-10"
4 16 19’-11"
5 23’-8"2
5 21’-6"4WING BEAM
WINGWALL
60’-0"
6’-10"
19’-11"
7 10
ABUT. BEAM
ABUT. BEAM
ABUT. BEAM
7 20 21’-6"WING BEAM
6 5’-0" 5’-8"16ENDWALL B641
32
16
4
4H441
1’-1" 2’-1" 5’-3"
2’-4" 2’-1" 6’-6"
114
114H640 6 1’-2" 4’-7" 10’-4"
H641 6 1’-2" 9’-10"4’-4"38
5 137 2’-8" 2’-8"
A441
A442
A540
A541
A642
A740
A741
A646
A443
A542
A543
A644
A645
A742
A743
H440
A440
BENT NO. 1
A650
A651
A652
A653
A950
A951
A952
A953
A954
D850
H440
H441
H650
A1050
B1050
D851
SERIES
CAP
CAP
CAP
CAP
CAP
6
6
6
6
9
9
9
9
9
10
10CAP
CAP
CAP
CAP
6
6
6
4
4
9
8
8
FOOTING
FOOTING
FOOTING/COLUMN
12
32
32
32
32
32
8
14
40
60
4
288
32
160
58’-4"
7’-3"
14’-6"
11’-6"
3’-0"
2’-4"
2’-2"
5’-8"2’-2"
2’-2"
2’-0"
2’-0"
1’-7"
50’-3"
25’-10"
19’-8"
59’-9"
8’-10"
7’-0"
6’-4"
17’-0"5’-8"
242’-8"
ABUT. BEAM
PROJECT NO. YEAR SHEET NO.
CONST. NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
R-STP/NH-115(29) 2020
47026-3280-14
U-82-190
ENGINEER OF STRUCTURES
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
CORRECTDESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
05-18
02-19
MATT TERRY
NINU SHOUKATH
10/25/2019
P:\
Cadd
User
Gro
up
Re
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ns 1 and 2\
Nin
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Sho
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02
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OV
ER
SR115-
KN
OX
CO
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TY\
BS12
02.d
gn
BS1202.DGN
2020
KNOX COUNTY
STATION 125+26.65
STATE ROUTE 115
OVER
CHEROKEE TRAIL
BILL OF STEEL
BRIDGE NO. 1
ABUT. BEAM
ABUT. BEAM
ABUT. BEAM
ABUT. BEAM
WINGWALL/PARAPET
WINGWALL
WINGWALL
WINGWALL
WINGWALL
RDWY. BRKT.
RDWY. BRKT.
ABUT. BEAM/WING BEAM
WING BEAM
WING BEAM
IN INC. OF 1�" (16 BARS)
VARIES FROM 3’-10" TO 5’-8"
WINGWALL
RDWY. BRKT.
ABUT. BEAM
ABUT. BEAM
WINGWALL/PARAPET
ENDWALL
RDWY. BRKT.
ENDWALL/ABUTMENT
25’-10"
ENDWALL/RDWY. BRKT.
ABUT. BEAM/ENDWALL
55’-5"
COLUMN
COLUMN
COLUMN
COLUMN
COLUMN
C950
170
190
5 2’-8"CAP/COLUMN/FOOTING 648 3’-8" 13’-7"
10 5’-9" 60’-0"
10 52’-3" 5’-9" 58’-0"
CD1050 CAP
CAPCD1051
9
9
YB550 5 1’-6" 2’-5"CAP/COLUMN/FOOTING 1,296
A504
A505
L400 4
4
5’-3"
54’-3"
16’-4"
13’-4"
13’-6"
PARAPET AND SLAB
RISER BLOCK
RISER BLOCK
RISER BLOCK
RISER BLOCK
RISER BLOCK
RISER BLOCK
ENDWALL/RDWY. BRKT.
137
ABUT. BEAM/WING BEAM
MMD/ALP 02-19
A401E
A400E
A402E
5’-2"3984
60’-0"4
7’-8"4
SIDEWALK
SIDEWALK
SIDEWALK
50
10
59’-11"
5’-8"
1’-2"
1’-2"
1’-2"
H641
58’-10"
6"
**
5’-4"
5’-4"
WING BEAM/WINGWALL
88
ALI OMAR
CO
MMERCE
AGRICULTURERegis
teredEngineer
No.10584
ST
AT
E OF TENN
E
SS
EE
.
2
SIWEL DIVAD .C
05-19
L401
L540
L550
L650
L651
BARS L