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INDOT|BRIDGE DESIGN AIDS
BDA 100-01 | FEBRUARY 07, 2019
Page | 1
BRIDGE SAMPLE PLANS
Reference: IDM 14 Plan Preparation
The following set of sample bridge plans has been created to illustrate a typical set for designers.
Sheet Revision Date Note
Title 02/07/2019 Made changes to the HUC number and to note #11. For more information concerning HUC numbers: https://www.in.gov/idem/nps/2422.htm.
P.E.
CONST.
BRIDGE PLANS
AT: RP
PROJECT NO.
OF TRANSPORTATION
INDIANA DEPARTMENT
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
FOR LETTING:
APPROVED
DATE
PHONE NUMBER
PREPARED BY:
PLANS
DATE
CERTIFIED BY:
LATITUDE: LONGITUDE:
ROUTE:
A CERTIFIED DOCUMENT."
"THIS MEDIA SHOULD NOT BE CONSIDERED
A CERTIFIED DOCUMENT."
"THIS MEDIA SHOULD NOT BE CONSIDERED
$SIG_DATE$
FOR SPANS OVER 20 FEET
INDIANA DEPARTMENT OF TRANSPORTATION
2014
0.023
2.04
0.185
45+94
0.208
Daviess County
SCALE: 1" = 2000'
Engineer of Record 317-555-1234
TO BE USED WITH THESE PLANS.
STANDARD SPECIFICATIONS DATED
INDIANA DEPARTMENT OF TRANSPORTATION
BRIDGE FILE
DESIGNATION
SHEET
PROJECTCONTRACT
of
PROJECT
CONTRACT
DESIGNATION
BRIDGE FILE
PE SEAL
R/W
Section 16, T-2-N, R-7-W, Washington Township, Daviess County
Located 1.94 Miles South of US 50
Bridge Replacement on SR 57 over Veale Creek
SR 57
1
STRUCTURE INFORMATION
31
STRUCTURE TYPE SPAN AND SKEW OVER STATION
Veale Creek
I-Beam Type II
Prestressed Concrete
Continuous Composite
Skew: 20° Rt.
& 38'-0"
3 Spans: 38'-0", 46'-0"
Line "A"
1446+50
DESIGNATION
0000000
0000000
0000000
PROJECT DESCRIPTION
TITLE OR BRIEF OF DESCRIPTION OF ASSOCIATED PROJECT
TITLE OR BRIEF OF DESCRIPTION OF ASSOCIATED PROJECT
TITLE OR BRIEF OF DESCRIPTION OF ASSOCIATED PROJECT
BRIDGE LENGTH:
ROADWAY LENGTH:
TOTAL LENGTH:
MAX. GRADE:
MI.
MI.
MI.
%
PROJECT LOCATION SHOWN BY
KIN PROJECT INFORMATION
TRAFFIC DATA
DESIGN DATA
5
2012
2032
4812
6020
2032
STATE COLLECTOR
55
50
10
3R (NON-FREEWAY)
RURAL
LEVEL
NONE
12
A.A.D.T.
A.A.D.T.
D.H.V
DIRECTIONAL DISTRIBUTION
TRUCKS
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
( )
( )
( )
V.P.D.
V.P.D.
V.P.H.
%
%
% D.H.V.
A.A.D.T.
M.P.H.
REQUIRED FOR THIS PROJECT
NO ADDITIONAL RIGHT-OF-WAY
38° 36' 16" 87° 11' 39"
3 2
Sta. 1441+00 Line "A"
Begin Project
Sta. 1452+00 Line "A"
End Project
Sta. 1446+50 Line "A"
Over Veale Creek
Structure 057-14-000000
will govern.INDOT CAD Standards Manualand Manual
Indiana Design the event of a conflict, the policies stated in the current
must determine specific content of notes for his/her individual project. In
. The Designer Indiana Design Manualdesign in accordance with the current
project although every attempt has been made to produce a reasonable
makes no guarantee of the accuracy of data used for this hypothetical
for a callout, level of specificity, and its expected appearance. INDOT
The callouts and notes in this sample plan are intended only to show a need
This set of sample plan sheets is provided for illustrative purposes only.
:INTENDED USE AND DISCLAIMER INFORMATION
9:5
1 A
M
3/1
1/2
014
Plot:
Name, Title
Name, Title
Name, Employee in Responsible Charge
Date
Date
Date
and approval signatures.
project, including project data, design data, project location,
The purpose of this drawing is to provide an overview of the
:PURPOSE
057-14-00000
DOTWise\Documents\Standards\Sample Plans\Bridge\0001250\Design\MS\Sheets\Sht Title.dgn
HUC: 051202020907
concerning HUC numbers:
02/07/2019 Made changes to the HUC number and to note #11. For more information
https://www.in.gov/idem/nps/2422.htm
(LPA Projects Only)
Reponsible Charge (ERC) signatures
Owner and LPA Employee in 15
applicable)
Kin Project Information Table (when 14
Signature Block and PE Seal13
Standard Specification Reference12
typ. HUC 12)
for a waterway permit application,
Hydrologic Unit Code (Where needed 11
construction
- Do not include length of incidental
- Do not include length of S-lines
Project Length Table10
Latitude and Longitude 9
County Location Map 8
values for Design Data Table
- See IDM Fig 14-3C for acceptable
Traffic/Design Data Table 7
- Begin and End Project Callouts
- North Arrow and Scale
Project Location Map: 6
Project Work Description 5
Reference Post 4
Project Numbers 3
Structure Information Table 2
and Lower Right Corners)
Project Information Block (Upper Left 1
:REQUIRED ELEMENTS
1
2
4
3
5
7
8
9
10
6
12
1
13
places. Do not round.
Show lengths to three decimal
when applicable.
This note placed only
1" = 5000'
1" = 4000'
1" = 2000'
1" = 1000'
1" = 500'
Typical Scales:
9999999
9999999
9999999
9999999
B-99999
9999999
B-99999 9999999
9999999
057-14-000000
14
Location Description: 18 Pt Text
is not the survey legal description.
for the project must be shown. This
A complete description of the location
Match Title Block Text Style
Text Style: 14 Pt Text
Text Height = 0.46"
Text Height = 0.40"
Text Height = 0.37"
Text Height = 0.70"
Section Labels: 18 Pt Text
Location Map Labels: 12 Pt Text Min.
Location Map Text Callouts: 14 Pt Text
being placed.
relation of the project to the area in which it is
and appropriate scale to clearly depict the
Location Map must be of sufficient enough scope
Text Style: 14 Pt Text
Text Style: 14 Pt Text
Text Style: 14 Pt Text
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
T-2-N
R-7-W
T-2-N
R-7-W
Text Height = 0.50", Bold
Text Font = Tahoma (Typ. All Text)
Table Data: 12 Pt Text
Table Title Text Height = 0.25"
Typ. All Tables on Title Sheet:
11
15
057-14-00000
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILESCALE
MM/DD/YY
DEPARTMENT OF TRANSPORTATION
INDIANA AS NOTED
B-99999 9999999
9999999
057-14-000000
2 31ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SHEET NO. DATE REVISED
INDEX
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Index wc.dgn
(812) 254-2730
C/O BOB JONES
WASHINGTON, IN 47501
101 NORTHEAST 3RD ST.
WASHINGTON POWER & LIGHT
(800) 427-0497
C/O JAMES HAMMOND
SHELBYVILLE, IN 46176
24 E. HENDRICKS ST.
SBC
(812) 491-4765
C/O STEVE RAWLINSON
EVANSVILLE, IN 47708
20 NORTHWEST 4TH ST.
VECTREN
(812) 254-4526
C/O EARL ARMES
WASHINGTON, IN 47501
P.O. BOX 129
DAVIESS COUNTY RURAL WATERWATER:
GAS:TELEPHONE:
POWER:
UTILITIES
REVISIONS
INDEX
SUBJECT
1 TITLE
2 INDEX
9 GENERAL PLAN
5 PLAN AND PROFILE
7 SOIL BORINGS
8 LAYOUT
END BENT NO. 1 AND NO. 4 DETAILS
12-13 PIER NO. 2 AND NO. 3 DETAILS
14 FRAMING PLAN
15-16 BEAM DETAILS
17-18 SUPERSTRUCTURE DETAILS
19
20
21 APPROACH SLAB DETAILS
22 BRIDGE SUMMARY
23 ROAD SUMMARY
24-31 CROSS SECTIONS
3 TYPICAL CROSS SECTIONS
NO.
DRAWING
NO.
SHEET
C2
C7
C3-C4
C5-C6
C8-C9
C12
C13
C14
C1
C10-C11
4 TEMPORARY RUNAROUND
3:4
6 P
M
2/2
8/2
014
Plot:
SCREEDS
RAILING DETAILS
SHEET
6 SIGNING AND PAVEMENT MARKING DETAILS
10-11
plans, utilities contact information, and a record of revisions to the plans.
The purpose of this Index sheet is to provide a listing of all sheets in the
:PURPOSE
Signature Block and PE Seal 4
Revisions Block 3
Contact Phone No.
Contact Person
Address
Name
Utilities Information 2
Sheet Index 1
:REQUIRED ELEMENTS
4
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
12
3
Table Data: 12 Pt Text
Table Title Text Height: 0.25"
Typ. Table on Index Sheet:
project.
additional sheets are required for a
regarding sequence of sheets when
See IDM 14-3.07(02) for information
set to illustrate format.
included in this sample plan
cross sections have been
Note: Only two sheets of
sheets.
revisions associated with inserting
optional, but recommended to reduce
construction type. This format is
or T (Timber) according to the bridge
beginning with C (Concrete), S (Steel),
and are assigned drawing numbers
drawing subset of the entire plan set
details of the bridge are considered a
The sheets containing the structural
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILESCALE
MM/DD/YY
DEPARTMENT OF TRANSPORTATION
INDIANA
B-99999 9999999
9999999
057-14-000000
3 31ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
included in the Standard Drawings.
dimensions for roadway sections which vary from those
The purpose of this drawing is to show materials, details, and
:PURPOSE
PE SEAL
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Typical Cross Sections wc.dgn
TYPICAL CROSS SECTIONS
1/4" = 1'-0"
shown when a barrier is present.
obstruction-free zone should be
NOTE: Neither clear zone nor
SHEET
8:3
4 A
M
3/1
1/2
014
Plot:
Transition Milling
165 lb/yd² QC/QA-HMA, 2, 64, Surface 9.5 mm on R
Variable-Depth Compacted Aggregate Base No. 53 O
6 in. of Compacted Aggregate Base No. 53
275 lb/yd² HMA Intermediate, Type A on
165 lb/yd² HMA Surface, Type A onK1
6 in. of Compacted Aggregate Base No. 53
330 lb/yd² QC/QA-HMA, 3, 64, Intermediate 19 mm on
165 lb/yd² QC/QA-HMA, 3, 70, Surface 9.5 mm on K
6 in. of Compacted Aggregate Base No. 53
330 lb/yd² QC/QA-HMA, 2, 64, Intermediate 19 mm on
165 lb/yd² QC/QA-HMA, 2, 64, Surface 9.5 mm on J
LEGEND
6'-0" 12'-0" 12'-0"
24'-0"
2'-0"
(Typ.)
4'-0"
8'-0"
Obstruction-Free Zone
18'-0"
Obstruction-Free Zone
18'-0"
3:1
KJ
O
JO
(Typ.)
2% Slope
Profile Grade
Tack Coat
Rdwy. & Line "A"
(Typ.)
4% Slope
4:1*4:1*
TYPICAL FILL SECTION
2'-0"6'-0"
8'-0"
* Except as shown on cross sections.
Sta. 1447+39.72 to Sta. 1452+00.00
Sta. 1441+00.00 to Sta. 1445+60.28
TYPICAL FULL DEPTH SECTION
TYPICAL DITCH SECTION
Limits of Subgrade Treatment Type IB
Existing Ground
Existing Ground
Type IB
Subgrade Treatment
R
24'-0"
Varies 1'-4" to 2'-0" Varies 1'-6" to 2'-0"
Varies 2'-2" to 8'-0"12'-0"12'-0"Varies 2'-2" to 8'-0"
4:1*
* Except as shown on cross sections.
4:1*
Sta. 1452+00 to Sta. 1454+00
Sta. 1439+00 to Sta. 1441+00
TYPICAL INCIDENTAL SECTION
Varies 2'-0" to 6'-0" Varies 2'-0" to 6'-0"
Existing Ground
O
J Existing Pavement
Type IB
Subgrade Treatment
Tack Coat
JO
Type IB
Subgrade Treatment
(Typ.)
Varies(Typ.)
Varies
Existing Ground
Rdwy. & Line "A"
3:1 (Typ)
11'-5"
8'-0" 1'-5" 2'-0"
W-Beam Guardrail
Sta. 1447+44.96 to Sta. 1448+19.96 Right
Sta. 1443+03.22 to Sta. 1445+40.72 Right
Sta. 1447+59.28 to Sta. 1449+96.78 Left
Sta. 1444+80.04 to Sta. 1445+55.04 Left
TYPICAL SECTION WITH GUARDRAIL
J
O
Travel Lane
Edge of
Type IB
Subgrade Treatment
2:12:1
(Typ.)
2% Slope
(Typ.)
8% Slope K1
12'-0" 6'-0"12'-0"6'-0"6'-0"
24'-0"
TYPICAL TEMPORARY RUNAROUND SECTION
Type III
Subgrade Treatment
Signature Block and PE Seal12
Recommended Plans Legends
See IDM Fig. 14-3A for
Legend11
Pavement Design10
Obstruction-Free Zone (3R Projects)
Clear Zone (4R projects) or 9
Bicycle Facilities 8
Ditches 7
Side Slopes 6
Sidewalk Locations and Widths 5
Curbs and Guardrails 4
Cross Slopes 3
and Survey Line Locations
Centerline, paper Relocation Line,
Profile Grade, Construction 2
Lane and Shoulder Widths 1
:REQUIRED ELEMENTS
12
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Sections:
11
2
2
3
6
7
9
1010
10
11
4
BM
Bearing = N 36° 25' 44.3" EBearing = N 36° 25' 44.3" E
Line "A"SR 57 SR 57 Line "A"(asphalt) (asphalt)
Line "TR"
Bearing = N 36° 25' 44.3" E
SE = n/a
L = 186.83'
T = 93.61'
R = 1070'
Delta = 10°00'00"
PI = 1453+14.84 Line "TR"
CURVE DATA
1440+
00
1445+
00
1450+
00
1439+
00
1441+
00
1442+
00
1443+
00
1444+
00
1446+
00
1447+
00
1448+
00
1449+
00
1451+
00
1452+
00
1453+
00
1454+
00
SE = n/a
L = 186.83'
T = 93.61'
R = 1070'
Delta = 10°00'00"
PI = 1439+93.61 Line "TR"
CURVE DATA
SE = n/a
L = 186.83'
T = 93.61'
R = 1070'
Delta = 10°00'00"
PI = 1443+09.95 Line "TR"
CURVE DATA
SE = n/a
L = 186.83'
T = 93.61'
R = 1070'
Delta = 10°00'00"
PI = 1449+98.50 Line "TR"
CURVE DATA
PC = 1
439+
00.0
0 "
TR"
Bearing = N
26° 25' 44
.3" EBearing = N 46° 25' 44.3" E
PC = 1
452+21.4
3 "
TR"
PT = 1
454+
08.2
6 "
TR"
PC = 1
449+
05.0
9 "
TR"
PT = 1
450+91.9
2 "
TR"
PC = 1
442+16.5
4 "T
R"
PT = 1
440+86.8
3 "T
R"
PT = 1
444+
03.3
7 "
TR"
End T
em
p.
Runaro
und
Station = 1
454+
08.0
6,
Line "
TR"
El. = 4
61.7
5
Grade = 0.15% Grade = -0.58%Grade = 1.14%
Grade = 0.13%
El. = 458.90
VC = 200.00'
PVI Sta. = 1443+50.00PVI Sta. = 1446+75.00
El. = 457.00
VC = 300.00'
PVI Sta. = 1450+50.00
El. = 461.29
VC = 200.00'
Begin T
em
p.
Runaro
und
Station = 1
439+
00.0
0,
Line "
TR"
El. = 4
58.2
2
458.2
458.2
458.2
458.2
457.0
457.2
457.4
455.5
455.4
456.9
458.6
456.2
455.2
456.1
456.3
450.0
453.6
454.4
454.4
456.2
458.1
459.8
460.7
460.5
456.0
458.5
460.6
461.3
461.5
461.6
461.7
458.2
4
458.3
1
458.3
8
458.4
6
458.5
3
458.6
0
458.6
8
458.7
5
458.7
8
458.7
2
458.5
6
458.3
2
458.0
2
457.7
5
457.6
0
457.6
0
457.7
4
458.0
2
458.4
5
459.0
0
459.5
7
460.1
3
460.6
4
461.0
3
461.2
9
461.4
2
461.4
9
461.5
5
461.6
2
461.6
9
461.7
5
1439+00 1440+00 1441+00 1442+00 1443+00 1444+00 1445+00 1446+00 1447+00 1448+00 1449+00 1450+00 1451+00 1452+00 1453+00 1454+00
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
MM/DD/YY
DEPARTMENT OF TRANSPORTATION
INDIANA
LINE "TR"
TEMPORARY RUNAROUNDABC
BCD
PQR
RST
03/2013
04/2013
03/2013
04/2013
Engineer of Record
HORIZONTAL SCALE
1" = 50'
1" = 50'
VERTICAL SCALE
4 31
500
490
480
470
460
420
430
440
450
PE SEAL
R/W, and profile information for the temporary runaround alignment.
Engineering and Construction by providing topo, alignment data,
The purpose of this Temporary Runaround sheet is to facilitate
:PURPOSE
Temporary Runaround
Temporary R/W for
65'
+00
+00
+00
75'
+00
Temporary Runaround
Temporary R/W for
75'
+50
R/W
+50
App.+50
App.
65'
+50
App.
R/W
115'
+00
R/W
App.
App.
1/4 Sec. Line
App. &
115' R/W
CREE
K
110'
+00
R/W110' R/W
VEA
LEConst. Limits
110'
+00
R/W
R/WConst. Limits
App. +81
115'
+00
R/W
App.
1/4 Sec. Line
WASHINGTON TWP., DAVIESS CO.
SECTION 16, T-2-N, R-7-W
65'
+00
65'
+50R/W
App.
Temporary Runaround
Temporary R/W for
+50
+00
55'
+00
55'
+50
App.
Temporary Runaround
Temporary R/W for
+50 +00
Designed for HS-20 Truck Loading
Required Waterway Opening Below Q10 = 197 ft²
Skew = 10° Rt.
Minimum Bridge Length = 66'-0"
Minimum Clear Roadway = 28'-0"
Temporary Bridge Required.2.
X = 55 ft
Workzone Design Speed = 45 mph
Standard Drawings E 713-TCTR-01 through -04 for details.
Paved Temporary Runaround Type A required. See 1.
NOTES
LINE "A" to be constructed.
described from LINE "A"
All R/W and existing topography
Proposed Profile Line "TR"
Existing Grade
+70.7
5
2
+27.0
0
+93.0
0
1
+05.5
0
+14.5
0
+27.0
0
1
+49.2
5
+93.0
0
2
2
2
Temporary Bridge Approach, Rt.
156.25' of W-Beam GR Spa. @ 6'-3"
Temporary Bridge Approach, Lt.
156.25' of W-Beam GR Spa. @ 6'-3"
Temp. Runaround
Const. Limits for
Temp. Runaround
Const. Limits for
Sta. 1454+08.06 "TR"
Sta. 1454+00.00 Line "A" =
Sta. 1454+00 Line "A"
End Temp. RunaroundSta. 1439+00 Line "A"
Begin Temp. Runaround
Sta. 1439+00 Line "TR"
Sta. 1439+00 Line "A" =
+30.73
420
Sheet Piling
Temporary
Sheet Piling
Temporary
SHEET
057-14-000000
9999999
B-99999 9999999
500
430
1:5
4 P
M
3/6/2
014
Plot:
16
16
15
Titles: 12 Pt Text
Labels: 8 Pt Text
Reference Ties Text:
Bridge Approach
Guardrail End Treatment, Type OS, Temporary 2
Temporary Bridge Approach
12.5' W-Beam Guardrail, Posts Spa. @ 6'-3", 1
:NOTES
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Temp Runaround_50_01 wc.dgn
Proposed Grade: 12 Pt Text
(Existing Elevations) (Italics)
Existing Grade: 12 Pt Text
Stations: 18 Pt Text
Elevations: 18 Pt Text
Profile Grid Labels:
18
Text Style: 18 Pt Text
7
8
8
17
Text Style: 14 Pt Text
8
14
13
Labels: 12 Pt Text
Callouts: 12 Pt Text
Dimensions: 12 Pt Text
Typ. Plan and Profile Text:
10
10
1
2
2
3 3
3
3
4
4
5
7
8
8
12
11
Section Line18
and County
Township, Range, Civil Township, 17
Sheet Scales16
Temporary Bridge Design Criteria
Notes, Temporary Runaround Type, 15
North Arrow14
Multiple Alignments Shown)
___. Line ___ to be constructed." (If
Note: "All R/W described from Line 13
Identical to Plan and Profile Data.
Alignment Reference Ties, If Not 12
Piling
Temporary Erosion Protection, Sheet 11
Barrier and Guardrail Limits10
Locations
Public Road Approach and Drive 9
Proposed Right of Way 8
Construction Limits 7
Drainage Features 6
(Italics) and Proposed
Elevations Along Alignment: Existing 5
Vertical Alignment and Annotations 4
Station Equations
Begin/End of Temporary Runaround, 3
Needed
Annotations, Including Curve Data as
Horizontal Alignment and 2
Existing Topography and Notes 1
:REQUIRED ELEMENTS
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
420
430
420
430
440
450
460
470
480
490
P.O.T.1436+48.2801454+99.045 38.454 LT.
FLY STATIONP.O.T.1456+45.00 GPS BASE STATION
75'
+00
65'
+50
75'
+50
110'
+00
115'
+00
65'
+00
55'
+00
55'
+50
65'
+50
115'
+00
110'
+00
R/W
R/W
R/W
R/W110' R/W
R/W115' R/W R/W
R/W
R/W
R/W
R/W
VEA
LE
CREE
K
Const. Limits
App.
App.
App.
Const. Limits
Skew 20°, Rt.
Sta. 1446+50, Line "A"
Structure
Const. Limits
Const. Limits
App.
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
1" = 50'
B-99999 9999999
9999999
057-14-000000
5 31
VERTICAL SCALE
1" = 10'
HORIZONTAL SCALE
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
LINE "A"
PLAN AND PROFILE
PE SEAL
App. App.
App.
WASHINGTON TWP., DAVIESS CO.
SECTION 16, T-2-N, R-7-W
WASHINGTON TWP., DAVIESS CO.
SECTION 16, T-2-N, R-7-W
WASHINGTON TWP., DAVIESS CO.
SECTION 16, T-2-N, R-7-W
WASHINGTON TWP., DAVIESS CO.
SECTION 16, T-2-N, R-7-W
Proposed Profile Line "A"
(Typ.)
Slope 1:4
CL Bent (Typ.)
2:1 Slope Perp. to
Q100 El. 459.27 w/Geotextiles (Typ.)
18" Revetment Riprap
Bent Backfill (Typ.)
Aggregate for End
Drain Pipe (Typ.)
6" Dia. End Bent
Existing Grade
El. 448.00 (Typ.)
Channel Clearing
Grade of 4-ft Bottom Special Ditch Lt.
(Plotted 10 ft Below Datum)
Grade of 4-ft Bottom Special Ditch Rt.
Grade of 4-ft Bottom Special Ditch Lt.
(Plotted 10 ft Below Datum)
Grade of 4-ft Bottom Special Ditch Rt.
452.82
+50
452.00
+00
448.00
+60.28
453.28
+50
452.40
+00
448.00
+60.28
-0.89%
-0.97%448.00
+39.72
448.00
+39.72
458.00
+00
459.00
+00
458.32
+50
459.55
+50
Req'd. Lt.
Sodded Ditch
Req'd. Rt.
Sodded Ditch
+50
+50
+25
Sodded Ditch Req'd Lt.
Sodded Ditch Req'd. Rt.
+39.7
2+
39.7
2
+00
+50
+2.19%
+2.43%
+0.65%
+1.10%
-1.64%
-1.76%
Milling
Transition
Incidental Construction
Milling
Transition
Incidental Construction
Full-Depth PavementFull-Depth Pavement+50
Paving Exception+00
+00
+50
+39.7
2
+60.2
8
Bridge Railing Lt. +30.0
4
+55.0
4
+80.0
4
+34.2
8
+59.2
8
+46.7
8
Bridge Railing Rt. +53.2
2
+40.7
2
+65.7
2
+19.9
6
+44.9
6
+69.9
6
500
Project Limits
1 1
1 122
2 23
3
4 4
44
and profile information from beginning to end of Project.
and Construction by providing complete topo, alignment data, R/W,
The purpose of the Plan and Profile sheet is to facilitate Engineering
:PURPOSE
LINE "A" to be constructed.
described from LINE "A"
All R/W and existing topography
Temporary Runaround
Temporary R/W for
Temporary Runaround
Temporary R/W for
Temporary Runaround
Temporary R/W for
Temporary Runaround
Temporary R/W for
25
+00
+00
+50
+50
+50
+50
+00
+00+81
App.
App.
187.5' of W-Beam GR Lt.
187.5' of W-Beam GR Rt.
Elev. = 460.8356'
Sta. 1435+80.17 Line "A", 42.22' Lt.
TBM #3 - Bt. Spike in Ne Side of PWP
Elev. = 461.0148'
Sta. 1446+88.34 Line "A", 17.39' Lt.
TBM #2 - X-Cut in NW Wingwall
Elev. = 462.7426'
Sta. 1458+97.42 Line "A", 96.83' Lt.
TBM #1 - Bt. Spike in NE Side of PWP
BENCHMARK INFORMATION:
65'
+00
1/2 Sec. Line
App. &
1/2 Sec. Line
IN PWPBT SPK
POSTOF SIGNNW COR
POSTFENCEN&C IN
POSTFENCEN&C IN
261°80.24
166°
35.18
116°46.33
79°
67.12
LINE "A"
N.O.R.A.
SIGN POSTBRIDGE"
"NARROWW. EDGE OF
PWPMAGNAIL IN
LINE "A"
342°
173.02'
152°
60.54'
183°
60.83'
UP 3'12" ASHN&C IN
8" ASHN&C IN
LOCUSTN&C IN 8"
HACKBERRYN&C IN 18"
LINE "A"
78°
80.56
101°34.25
141°
38.53
177°
69.50
POLELIGHTN&C IN
N COR
S CORSIGN
CHURCHSTONE
TOMBSTONEOF LASHLEY
FOUNDATIONCONCRETE
SE. COR. OF
NORTH
352°
27.10 64°9.
34
102°
60.32
108°
62.90
El. 447.00
Ord. High Water
El. 445.82
Flow Line El. 446.92
Approx. L.W.
Sta. 1439+00
Constr.
Begin Incidental
Sta. 1454+00
End Incidental Construction
Monument Type B Req'd.
Sta. 1452+00 Line "A"
End ProjectMonument Type B Req'd.
Sta. 1441+00 Line "A"
Begin Project
+30.73
El. = 4
58.7
8
Sta. 1441+
00,
Line "
A"
Begin Project
El. = 4
61.4
8
Sta. 1452+
00,
Line "
A"
End Project
SHEET
440
450
460
470
480
490
500
10:4
0 A
M
3/7/2
014
Plot:
Sta. 1445+96.99, 21.72 Lt.
Benchmark Post Req'd.
16
16
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
Titles: 12 Pt Text
Labels: 8 Pt Text
Reference Ties Text:
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht PlanProfile_50_01 wc.dgn
Guardrail End Treatment, Type OS4
25' of W-Beam Guardrail3
Bridge Railing Transition, Type TFC2
Guardrail Transition, Type TGB1
:NOTES
Proposed Grade: 12 Pt Text
(Existing Elevations) (Italics)
Existing Grade: 12 Pt Text
Stations: 18 Pt Text
Elevations: 18 Pt Text
Profile Grid Labels:
1
1
2
3
3
4
4
6
6
6
7
8
8
8
8
10
10
11
13
13
14
15
17
18
Text Style: 18 Pt Text
Text Style: 10 Pt Text (Survey Text)
Labels: 12 Pt Text
Callouts: 12 Pt Text
Dimensions: 12 Pt Text
Typ. Plan and Profile Text:
1
Text Style: 14 Pt Text
(Property Owners)
14 Pt Text Text Style:
5
19
Section Line19
and County
Township, Range, Civil Township, 18
Existing Property Owners17
Sheet Scales16
North Arrow15
multiple alignments shown.)
___. Line ___ to be constructed." (If
Note: "All R/W described from Line 14
Alignment Reference Ties13
Permanent Erosion Protection12
Paving Limits11
Barrier and Guardrail Limits10
Locations
Public Road Approach and Drive 9
Proposed Right of Way 8
Construction Limits 7
Drainage Features 6
(Italics) and Proposed
Elevations Along Alignment: Existing 5
Vertical Alignment and Annotations 4
Begin/End of Project 3
Needed
Annotations, Including Curve Data as
Horizontal Alignment and 2
Existing Topography and Notes 1
:REQUIRED ELEMENTS
458.7
8
459.2
4
459.8
0
460.4
6
461.2
2
462.0
9
463.9
9
464.7
3
465.2
8
465.6
5
465.8
3
465.7
4
465.6
4
465.2
7
464.7
1
463.1
9
462.5
6
462.0
7
461.7
2
461.5
1
1439+00 1440+00 1441+00 1442+00 1443+00 1444+00 1445+00 1446+00 1447+00 1448+00 1449+00 1450+00 1451+00 1452+00 1453+00 1454+00
463.9
6
461.4
8
463.0
6
458.2
458.2
458.7
458.2
458.3
458.4
459.2
459.6
459.7
459.5
459.6
459.9
460.3
460.5
460.5
460.3
445.8
460.6
460.9
460.9
461.1
461.1
461.2
461.2
461.3
461.3
461.2
461.4
461.5
461.5
461.6
461.7
Bearing = N 36° 25' 44.3" E
1438+
00
1440+
00
1445+
00
1450+
00
1439+
00
1441+
00
1442+
00
1443+
00
1444+
00
1446+
00
1447+
00
1448+
00
1449+
00
1451+
00
1452+
00
1453+
00
1454+
00
Bearing = N 36° 25' 44.3" E
Line "A"SR 57 SR 57 Line "A"(asphalt) (asphalt)
0.00%
El. = 460.00
VC = 300.00'
PVI Sta. = 1442+50.00 PVI Sta. = 1446+50.00
El. = 468.16
VC = 500.00'
PVI Sta. = 1450+50.00
El. = 461.44
VC = 300.00'
Low Point Sta. = 1440+48.40El. = 458.41
0.81%
2.04% -1.68%
MELANIE NORTHCUTT
SCOTT E. &
ROSENCRANS
RICHARD C. & MARY M.
CULTIVATED FIELD(SOYBEANS)
WEEDSTREES & BRUSH
FESTUS ET AL.
ROSEMARY A.
GRUBBS ET AL.
ROSELYN A.
AGNES M. THOMPSON
ROBERT G. &
MARY M. ROSENCRANS
RICHARD C. &
BRUSH & SMALL TREES
WEEDS
6" PLASTIC DAVIESS COUNTY RURAL WATER Underground - water
GRASS
PASTURE
GRASS & CRUSHED STONE
6" PLASTIC DAVIESS COUNTY RURAL WATER Underground - water
WOODS
CULTIVATED FIELD(SOYBEANS)
6" PLASTIC DAVIESS COUNTY RURAL WATER Underground - water
CRUSHED STONE
WITH TREES & BRUSH Fence - farm field
CRUSHED STONEBM
1438+11.67 - 41.8 - P
ole - power
1440+40.69 - 41.4 - P
ole - power
1442+68.22 - 42.3 - P
ole - power
1444+99.12 - 43.5 - P
ole - power
1447+46.14 - 44.3 - P
ole - power
1438+27.31 - 122.2 - M
etal to
wer
1438+06.29 - 125.9 - M
etal to
wer
1444+71.54 - 15.2 - W
AR
NIN
G - Sign - single post
1448+21.01 - 15.2 - W
AR
NIN
G - Sign - single post
1445+02.73 - 38.8 - P
ole - telephone
1448+00.10 - 39.5 - P
ole - telephone
1438+27.67 - 41.9 - F
L 24" C
MP
1438+52.44 - 37.9 - F
L 24" C
MP
1441+86.06 - 36.0 - F
L 15" BIP
1442+26.28 - 37.4 - F
L 15" BIP
NW WIN
GW
ALL O
F
1446+88.34 - 17.4 - T
BM #2 X-C
UT IN
- single post
1444+67.90 - 15.0 - W
AR
NIN
G - Sign
Sign - double post
NO P
ASSIN
G Z
ON
E -
1439+07.36 - 25.0 -
1449+74.84 - 44.4 - P
ole - power
1452+05.92 - 45.7 - P
ole - power
1454+39.23 - 47.5 - P
ole - power
POIN
T #176(I-6
9 P
ROP
OSE
D)
1448+63.15 - 8.9 - A
ERIA
L P
AN
EL
LT - Bench m
ark
ST
ATIO
N 1446+88.34 17.39'
ELE
VATIO
N= 461.0148'
BRID
GE O
VE
R V
EALE C
REE
K
- single post
1448+23.51 - 15.8 - W
AR
NIN
G - Sign
- Sign - single post
- N
AR
RO
W B
RID
GE 45 M
PH
1454+40.02 - 25.7
Sign - single post
1448+80.25 - 14.2 - MIL
E M
AR
KE
R 46 -
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILESCALE
MM/DD/YY
DEPARTMENT OF TRANSPORTATION
INDIANA
B-99999 9999999
9999999
057-14-000000
6 31ABC MM/YYYY PQR MM/YYYY
BCD MM/YYYY RST MM/YYYY
Engineer of Record
PE SEALSHEET
LINE "A"
SIGNING AND PAVEMENT MARKING
1" = 50'
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Signs Pvmt Markings_30_01 wc.dgn
and pavement markings required.
The purpose of this drawing is to show permanent signing
:PURPOSE
2
2
2
2
Sta. 1448+80
BRM (46) (12" x 6")
Bridge Ref. Marker
Sta. 1448+80
BRM (46) (12" x 6")
Bridge Ref. Marker
Sta. 1439+07
W14-3 (40" x 40" x 30")
NO PASSING ZONE
Sta. 1445+41
BRM (+94) (12" x 4")
BRM (45) (12" x 6")
Bridge Ref. Marker
Sta. 1447+59
BRM (+94) (12" x 4")
BRM (45) (12" x 6")
Bridge Ref. Marker1
1
1
10
10
10
10
11
11
Line, thermoplastic, solid, yellow, 4"11
Line, thermoplastic, solid, white, 4"10
supports.
Remove existing sign and do not reinstall new sign or 2
new sign at same location.
Remove existing sign and supports and replace with 1
LEGEND
Sta. 1441+00 Line "A"
Begin ProjectSta. 1452+00 Line "A"
End Project
Sta. 1454+00
End Incidental ConstructionSta. 1439+00
Begin Incidental Construction
Line "A"
SR 57SR 57
Line "A"
3:2
8 P
M
3/6/2
014
Plot:
Signature Block and PE Seal10
Legend 9
Pavement Marking Summary 8
separate sheet if large)
Sign and Post Summary Table (on 7
Pavement Markings and Callouts 6
Sign Callouts 5
Sheet Scale 4
North Arrow 3
Begin/End of Project 2
Horizontal Alignment 1
:REQUIRED ELEMENTS
10
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
9
6
5
2
1
2
8
7 7
4
3
Text Style: 14 Pt Text
Text Style: 18 Pt Text
Labels: 12 Pt Text
Callouts: 12 Pt Text
Dimensions: 12 Pt Text
Typ. Plan Text:
Table Data: 12 Pt Text
Table Title: Text Height = 0.25"
Typ. Table:
1440+
00
1445+
00
1450+
00
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
7 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SCALE
SOIL BORINGS
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Borings TB_03 wc.dgn
the type of foundation and its associated allowable loads.
plotted in the structure area. This drawing is used in determining
The purpose of this Soil Borings sheet is to show the test borings
:PURPOSE
140-lb weight falling 30".
" I.D, 1" O.D. Split-Spoon Sampler 6" by means of a 831
N indicates the number of blows required to drive a 1.
NOTE
33
131.6
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
0.5
4.0
12.0
18.5
18 14
3
3
4
2
2
2
3
4
4
3
3
3
2
2
3
2
2
4
100
83
100
100
100
100
460.4
456.9
448.9
442.4
18.7
23.5
23.6
20.4
27.5
24.7
7
4
8
6
5
6
2.361@
5.4%
ASPHALT CONCRETE (6") (Visual)
Brown and Gray, Moist, Medium Stiff to Soft,SILTY LOAM with Traces of Gravel (FILL)A-6, As Lab 1
Gray, Moist, Soft to Medium Stiff, SILTA-4, As Lab 2
Brown and Gray, Moist, Soft, SILTY LOAMA-6, As Lab 4
Gray, Moist, Medium Stiff, SILT with Wet SandSeam at 22 feetA-4, As Lab 2
ELEVATION
STATION
OFFSET
LINE
DEPTH
BORING METHOD
RIG TYPE
CASING DIA.
CORE SIZE
10-13-10
10-13-10
10050039IND
69.0 feet Caved in at
:
:
:
:
:
:
:
hours24
:
:
:
:
:
HAMMER
DRILLER
TEMPERATURE
WEATHER
ROUTE NO.
LOCATION
DES NO.
:
:
:
:
:
:
:
COUNTY
PROJECT NO.
DATE STARTED
DATE COMPLETED
CTL PROJECT NO
GROUNDWATER:
SR 57
SR 57 over Veale Creek, located 1.97 miles South of US 50
9999999
:
:
:
:
:
:
:
HSA
CME-550 ATV
3.25" I.D.
2" NQ
BORING Automatic
ED
Cloudy
After15.8 feet 22.0 feetEncountered at 23.0 feetAt completion
Daviess
9999999
460.9
1447+13
5.0 feet Lt
'A'
82.0 feet
Stratu
m
Ele
vation
Sa
mple
Nu
mber
Stratu
m
Depth
SPT p
er 12"
(
N)
Recovery
(%
)
SPT p
er 6"
SOIL/MATERIAL DESCRIPTION
Sa
mple
Depth
Unconfined
Co
mpressio
n
(ksf)
Moisture
Conte
nt (%
)
AtterbergLimits
PILLTotal
Unit
Weig
ht (p
cf)
PL
SS
ST
CR
BS
AC
Split Spoon Sample
Shelby Tube Sample
Rock Core Sample
Bag Sample
Auger Cuttings
-
-
-
-
-
Hand Penetrometer
Liquid Limit
Plastic Limit
Plasticity Index
Standard
Penetration Test
-
-
-
-
-
-
SAMPLING METHOD
HSA
SFA
RC
MD
WD
HA
ABBREVIATIONS
BORING NO.
SHEET OF1
*
LL
PL
PI
SPT
BORING METHOD
:
:
TEST BORING RECORD
Hollow Stem Auger
Solid Flight Auger
Rock Coring
Mud Drilling
Wash Drilling
Hand Auger
4
Indiana Department of Transportation
Bridge Replacement Str. No.: 057-14-000000
-
-
-
-
-
:
:
CLIENT
PROJECT
TB- 3
Continued on next page
2.5
5.0
7.5
10.0
12.5
15.0
17.5
20.0
INDOT_TEST BORING RECORD 10050039IND.GPJ INDOT_4.GDT
23
133.5
132.9
SS-7
SS-8
SS-9
SS-10
SS-11
22.0
15 7
Recovery
(%
)
SPT p
er 6"
SOIL/MATERIAL DESCRIPTION
Sa
mple
Depth
Unconfined
Co
mpressio
n
(ksf)
Moisture
Conte
nt (%
)
AtterbergLimits
PILLTotal
Unit
Weig
ht (p
cf)
PL
SS
ST
CR
BS
AC
Split Spoon Sample
Shelby Tube Sample
Rock Core Sample
Bag Sample
Auger Cuttings
-
-
-
-
-
Hand Penetrometer
Liquid Limit
Plastic Limit
Plasticity Index
Standard
Penetration Test
-
-
-
-
-
-
SAMPLING METHOD
HSA
SFA
RC
MD
WD
HA
ABBREVIATIONS
BORING NO.
SHEET OF2
*
LL
PL
PI
SPT
BORING METHOD
:
:
TEST BORING RECORD
Hollow Stem Auger
Solid Flight Auger
Rock Coring
Mud Drilling
Wash Drilling
Hand Auger
4
Indiana Department of Transportation
Bridge Replacement Str. No.: 057-14-000000
-
-
-
-
-
:
:
CLIENT
PROJECT
TB- 3
Continued on next page
22.5
25.0
27.5
30.0
32.5
35.0
37.5
40.0
42.5
45.0
INDOT_TEST BORING RECORD 10050039IND.GPJ INDOT_4.GDT
4
5
7
4
6
8
5
7
9
4
8
11
5
9
12
100
67
100
100
100
438.9
19.2
17.5
17.2
17.7
19.8
12
14
16
19
21
5.942@
15.0%
5.720@
15.0%
Gray, Moist, Medium Stiff, SILT with Wet SandSeam at 22 feetA-4, As Lab 2
Gray, Moist, Stiff to Very Stiff, LOAM withTraces of Gravel; Traces of Coal Fragments at30 feet and 38.5 feet (TILL)A-4 (3), Lab 5
Stratu
m
Ele
vation
Sa
mple
Nu
mber
Stratu
m
Depth
SPT p
er 12"
(
N)
132.7
SS-12
SS-13
SS-14
SS-15
SS-16
52.0
69.0
Stratu
m
Ele
vation
7
11
13
7
9
11
8
14
18
16
25
34
12
17
22
100
100
22
11
83
408.9
391.9
19.4
23.1
20.8
24
20
32
59
39
3.243@
15.0%
Gray, Moist, Stiff to Very Stiff, LOAM withTraces of Gravel; Traces of Coal Fragments at30 feet and 38.5 feet (TILL)A-4 (3), Lab 5
Gray, Moist, Very Stiff to Hard, SILT withTraces of Cobbles and BouldersA-4, As Lab 2
Brown and Gray, Decomposed, Very Soft,SHALE (Visual)
Sa
mple
Nu
mber
Stratu
m
Depth
SPT p
er 12"
(
N)
Recovery
(%
)
SPT p
er 6"
SOIL/MATERIAL DESCRIPTION
Sa
mple
Depth
Unconfined
Co
mpressio
n
(ksf)
Moisture
Conte
nt (%
)
AtterbergLimits
PILLTotal
Unit
Weig
ht (p
cf)
PL
SS
ST
CR
BS
AC
Split Spoon Sample
Shelby Tube Sample
Rock Core Sample
Bag Sample
Auger Cuttings
-
-
-
-
-
Hand Penetrometer
Liquid Limit
Plastic Limit
Plasticity Index
Standard
Penetration Test
-
-
-
-
-
-
SAMPLING METHOD
HSA
SFA
RC
MD
WD
HA
ABBREVIATIONS
BORING NO.
SHEET OF3
*
LL
PL
PI
SPT
BORING METHOD
:
:
TEST BORING RECORD
Hollow Stem Auger
Solid Flight Auger
Rock Coring
Mud Drilling
Wash Drilling
Hand Auger
4
Indiana Department of Transportation
Bridge Replacement Str. No.: 057-14-000000
-
-
-
-
-
:
:
CLIENT
PROJECT
TB- 3
Continued on next page
47.5
50.0
52.5
55.0
57.5
60.0
62.5
65.0
67.5
70.0
INDOT_TEST BORING RECORD 10050039IND.GPJ INDOT_4.GDT
SS-17
RC-1RQD=60%
73.0
77.0
79.0
82.0
30
50/5"100
72
387.9
383.9
381.9
378.9
Brown and Gray, Decomposed, Very Soft,SHALE (Visual)
Gray, Highly Weathered, Soft, SHALE withTraces of Coal (Visual)
Gray, Highly Weathered, Soft, SHALE
Gray, Moderately Weathered, Hard,LIMESTONE
Bottom of Boring at 82.0 feet
Two attempts on SS-14 and SS-15 due to lowsoil recovery.
Boring backfilled with soil cuttings.
Pavement restored with concrete patch.
Stratu
m
Ele
vation
Sa
mple
Nu
mber
Stratu
m
Depth
SPT p
er 12"
(
N)
Recovery
(%
)
SPT p
er 6"
SOIL/MATERIAL DESCRIPTION
Sa
mple
Depth
Unconfined
Co
mpressio
n
(ksf)
Moisture
Conte
nt (%
)
AtterbergLimits
PILLTotal
Unit
Weig
ht (p
cf)
PL
SS
ST
CR
BS
AC
Split Spoon Sample
Shelby Tube Sample
Rock Core Sample
Bag Sample
Auger Cuttings
-
-
-
-
-
Hand Penetrometer
Liquid Limit
Plastic Limit
Plasticity Index
Standard
Penetration Test
-
-
-
-
-
-
SAMPLING METHOD
HSA
SFA
RC
MD
WD
HA
ABBREVIATIONS
BORING NO.
SHEET OF4
*
LL
PL
PI
SPT
BORING METHOD
:
:
TEST BORING RECORD
Hollow Stem Auger
Solid Flight Auger
Rock Coring
Mud Drilling
Wash Drilling
Hand Auger
4
Indiana Department of Transportation
Bridge Replacement Str. No.: 057-14-000000
-
-
-
-
-
:
:
CLIENT
PROJECT
TB- 3
72.5
75.0
77.5
80.0
82.5
85.0
87.5
90.0
92.5
95.0
INDOT_TEST BORING RECORD 10050039IND.GPJ INDOT_4.GDT
SHEET
3:5
8 P
M
2/2
8/2
014
Plot:
1446+
00
1447+
00
1445+87, 5.0' Rt.
TB - 1
Line "A"
N 36° 25' 44.3" E
SR 57
1446+60, 20.0' Lt.
TB - 2
1447+13, 5.0' Lt.
TB - 3
" = 1'-0"161Scale:
BORING PLAN
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
4
5
2
3
1
2
Signature Block and PE Seal 5
Notes 4
Geotechnical Testing
Table of Pile Loading for
Soil and Foundation Design Data, 3
Boring Plan and North Arrow 2
Boring Logs (Bridge Borings Only) 1
:REQUIRED ELEMENTS
in a full set of plans.
shown in this sample, but would be included
Note: Reports for TB - 1 and TB - 2 are not
Text in Table: 10 Pt Text Min.
Typ. Test Boring Record:
Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title, Stations: 18 Pt Text
Typ. Boring Plan:
Table Data: 12 Pt Text
Table Title: 18 Pt Text
Typ. Table:
420
490
480
470
460
450
440
430
420
+12.0
6
+87.9
4
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
1" = 30'
B-99999 9999999
9999999
057-14-000000
8 31
VERTICAL SCALE
1" = 10'
HORIZONTAL SCALE
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
owners, as well as hydraulic data and earthwork estimates.
details in relationship to the existing topography, and property
The purpose of the Layout sheet is to show the bridge construction
:PURPOSE
DAVIESS COUNTY
SR 57 OVER VEALE CREEK
39'-4" CLEAR ROADWAY; 20° SKEW RT.
3 SPANS: 38'-0", 46'-0", 38'-0"
PRESTRESSED CONCRETE I-BEAM TYPE II BRIDGE
Existing Riprap6" Ø End Bent Drain
Structure #2
R/WR/W
R/WR/W
110' R/W
115' R/W
VEALE
CR
EE
K
WASHINGTON TWP., DAVIESS CO.
SECTION 16, T-2-N, R-7-W
WASHINGTON TWP., DAVIESS CO.
SECTION 16, T-2-N, R-7-W
App.
App.
Existing Riprap
Constr. Limits
Constr. LimitsConstr. Limits
Constr. Limits
App.
App.
6" Ø End Bent Drain
Structure #3
110'
+00
110'
+00
115'
+00
115'
+00
Structure Limits
Slope 1:4 (Typ.)
Skew: 20° Rt.
Sta. 1446+50.00 Line "A"
Structure
Low Str. El. 461.38
LAYOUT
Common Excavation.
No direct payment for Benching. Benching will not be paid for as
cys1908Benching (Estimated)
cys 97Excavation Unclassified
cys 340Total Waterway Excavation
cys3380Borrow
cys 68Surplus Foundation Excavation (70%)
cys 238Usable Waterway Excavation (70%)
cys5952Common Excavation
cys9638Fill + 20%
EARTHWORK TABULATION
459 sys Geotextile
302 tons Revetment Riprap on
Hatched Area:466 sys Geotextile
303 tons Revetment Riprap on
Hatched Area:
36 sys Geotextile
18 tons Revetment Riprap on
Riprap Drainage Turnout
Toe of Slope (Typ.)
27 sys Geotextile
13 tons Revetment Riprap on
Riprap Drainage Turnout
39 sys Geotextile
20 tons Revetment Riprap on
Riprap Drainage Turnout
40 sys Geotextile
20 tons Revetment Riprap on
Riprap Drainage Turnout
1/2 Sec. Line
App. &
1/2 Sec. Line
430
490
480
470
460
450
440
Bent (Typ.)
2:1 Slope Perp. to
El. 448.00 (Typ.)
Channel Clearing
Drain Pipe (Typ.)
6" Ø End Bent
on Geotextile (Typ.)
18" Revetment Riprap
Line "A"
Proposed Profile Grade,
El. 447.00
Ord. High Water
El. 446.92
Approx. L. W.
El. 445.82
Flow Line
Q100 El. 459.27
ft457.11Existing Low Structure Elev.
ft461.27Low Structure Elev.
ft 0.15Existing Backwater
sq ft889.71Existing Waterway Opening
ft 0.13Backwater at Q100
ft429.38Estimated Scour Elev.
ft459.27Q100 Elev.
ft/s 3.43Velocity
cfs 3000Design Discharge, Q100
sq mi 20.9Drainage Area
sq ft967.00Waterway Opening Provided
sq ft926.62Waterway Opening Required
HYDRAULIC DATA
ft 429.38=Low Scour Elev.
ft 16.44=Scour Depth (Total)
ft 7.86=Scour Depth (Contraction)
ft/sec 5.03=Velocity at Q500
ft 462.12=Q500 Elev.
cfs 5000.0=Q500 Discharge
ft 435.54=Low Scour Elev.
ft 10.28=Scour Depth (Total)
ft 4.42=Scour Depth (Contraction)
ft/sec 5.59=Velocity at Q100
ft 459.27=Q100 Elev.
cfs 3000.0=Q100 Discharge
HYDRAULIC SCOUR DATA
on 38 sys Geotextile
Bent Backfill 20.1 cys
Aggregate for End
on 38 sys Geotextile
Bent Backfill 20.1 cys
Aggregate for End
500
SHEET
ofC1 C14
DRAWING
4:2
8 P
M
3/4/2
014
Plot:
Existing structure to be removed.
clear roadway reinforced concrete deck with wingwalls.
steel-pony truss bridge built in 1938 with an 84' span and 24'
The existing structure (57-14-12345) is a single span
EXISTING STRUCTURE
2
2
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
Titles: 12 Pt Text
Labels: 8 Pt Text
Reference Ties Text:
1
every plan, if possible.
upper right hand corner of
North Arrow to be shown in
Notes Body: 12 Pt Text
Section Headings: 14 Pt Text
Titles: 18 Pt Text
Typ. All Notes Blocks:
17
Text Style: 18 Pt Text
15
16
16
16
12
9
10
6
18
with Labels at 5'
Existing Contours at 1'18
- County
- Route/Crossing
- Clear Roadway Width
- Skew
- Span Lengths
- No. of Spans
- Superstructure Type
Project Title17
and Earthwork Tabulation
Hydraulic Data, Hydraulic Scour Data, 16
Indication of Existing Structure15
Elevations (Existing and Proposed)14
Stations (on profile grid)13
Limits
Begin and End Stations for Structure 12
Profile Grade Data11
and County
Township, Range, Civil Township, 10
Property Owners 9
Temporary Runaround (if applicable) 8
Existing Property Lines 7
Skew Angle 6
Existing Topography 5
Profile Sheet
Not Identical to Data on Plan &
Reference Points, Alignment Ties, If 4
Line Designation 3
Sheet Scales 2
North Arrow 1
:REQUIRED ELEMENTS
4
Labels: 12 Pt Text
Callouts: 12 Pt Text
Dimensions: 12 Pt Text
Typ. Plan and Profile Text:
14
Text Style: 18 Pt Text
Text Style: 14 Pt Text
(Property Owners)
14 Pt Text Text Style:
Proposed Grade: 12 Pt Text
(Existing Elevations) (Italics)
Existing Grade: 12 Pt Text
Stations: 18 Pt Text
Elevations: 18 Pt Text
Profile Grid Labels:
1445+
00
1450+
00
Line "A"
Bearing = N 36° 25' 44.3" E
SR 57
2.04%-1.68%
VC = 500.00'
Elev. = 468.16
PVI Sta. = 1446+50.00
459.6
459.6
460.0
460.4
460.6
460.5
460.4
445.8
460.6
461.0
461.0
461.1
461.2
461.2
461.2
461.2
2
462.0
9
463.9
9
464.7
3
465.2
8
465.6
5
465.8
3
465.7
4
465.6
4
465.2
7
464.7
1
463.1
9
462.5
6
1443+00 1444+00 1445+00 1446+00 1447+00 1448+00 1449+00 1450+00
463.0
6
463.9
6
445
445
450
450
450
450
450
455 455 455 455
455455455 455455
455
455455 455
455455
460460460460
460 460 460 460
460460
460 460
460
ROSENCRANS
RICHARD C. & MARY M.
FESTUS ET AL.
ROSEMARY A.
AGNES M. THOMPSON
ROBERT G. &
MARY M. ROSENCRANS
RICHARD C. &
Integral Integral
+2.04% -1.68%
Semi Fixed Semi Fixed2:1 Slope Perpendicular to Bent (Typ.)
PIER NO. 2 PIER NO. 3
Transition Type TFC (Typ.)
Concrete Bridge Railing
Type TGB (Typ.)
Guardrail Transition
Key (Typ.)
Revetment Riprap El. 448.00
Channel Clearing
El. 439.83
Bott. FootingEl. 439.94
Bott. Footing
on Geotextile (Typ.)
18" Revetment Riprap
Existing Ground
Q100 El. 459.27
Low Str. El. 461.38
Berm El. 460.77
Ord. High Water Elev. 447.00
Flow Line El. 445.82
Approx. L.W. El. 446.92
Bridge Railing Type FC (Typ.)
Existing Ground
Berm El. 460.80
2'-0"
2'-0"
Estimated Pile Tip El. 378.0
Nominal Driving Resistance
w/Pile Shoes Driven to 465 Kips
HP 12 x 53 Steel H-Piles
(Typ. at Pier)
Min. Pile Tip for Scour El. 419.38
Estimated Pile Tip El. 375.0
Nominal Driving Resistance
to 552 Kips
HP 12 x 74 w/Pile Shoes Driven
Estimated Pile Tip El. 384.0
Nominal Driving Resistance
w/Pile Shoes Driven to 390 Kips
HP 12 x 53 Steel H-Piles
STRUCTURE TO BE BUILT ON A 500' VERTICAL CURVE
END BENT NO. 1 END BENT NO. 4
" = 1'-0"81Scale:
ELEVATION
El. 381.9
Top of Rock
El. 382.8
Top of Rock
El. 382.8
Top of Rock
El. 381.9
Top of Rock
N 36° 25' 44.3" E SR 57Line "A" & Structure
(Typ.) All Four Corners
Riprap Drainage Turnout
P.G. El. 465.80
Sta. 1447+11.00, Line "A"
Bent No. 4
P.G. El. 465.85
Sta. 1446+73.00, Line "A"
Pier No. 3
Sta. 1446+50.00, Line "A"
Structure
P.G. El. 465.77
Sta. 1446+27.00, Line "A"
Pier No. 2
P.G. El. 465.58
Sta. 1445+89.00, Line "A"
Bent No. 1
Structure
Coping (Typ.) Pier No. 2 Brg. & Bent. No. 1
Skew: 20° Rt.
WING A
WING B
WING C
WING D
Pier No. 3
Pier Cap (Typ.)
3'-6"
Ledge (Typ.)
6" Pvmt.
Bent Cap (Typ.)
3'-0"
(Typ.)
3'-0" Berm
20'-6" R.C. Bridge Approach
Shoulder
7'-8"
Shoulder
7'-8"
Lane
12'-0"
Lane
12'-0"
Span A
38'-0" Bent to Pier
Span C
38'-0" Pier to Bent
Span B
46'-0" Pier to Pier
" Out to Out Bridge Slab21124'-1
42'-4"
Out to O
ut
Copin
g
39'-4"
Clear
Road
way
1'-6"
1'-6"
20'-6" R.C. Bridge Approach
8'-0" 4'-0"
3'-0"
Sod (Typ.)
Bent. No. 4
Brg. &
2'-0"
See Layout sheet.
Toe of Fill Slope (Typ.)
locations and quantities.
See Layout sheet for
Riprap (Typ.)
Limits of Revetment
Type I-A Joint (Typ.)Sta. 1445+60.28, Line "A"
Sta. 1447+39.73, "A"
" = 1'-0"81Scale:
PLAN
Bronze Benchmark
Slope 2%Slope 2%8" Deck
"16
15
Type FC (Typ.)
Bridge Railing
& Line "A"
Structure
Roadway,
Profile Grade
1'-6"
Shoulder
7'-8"
Traffic Lane
12'-0"
Traffic Lane
12'-0"
Shoulder
7'-8"
1'-6"
42'-4" Out to Out Coping
39'-4" Clear Roadway
2'-6"4 Spa. @ 9'-4 = 37'-4" (Beam Spacing)2'-6"
(Typ.)
6"
Type II (Typ.)
AASHTO I-Beam
Prestressed Concrete
Drip Bead (Typ.)
3/4" Ø Half Round
9"
Seal (Typ.)
Limits of Surface
" = 1'-0"41Scale:
TYPICAL SECTION
4'-0"4'-0"
1'-0"
Riprap
18" Revetment Geotextile
TYPICAL SECTION
RIPRAP DRAINAGE TURNOUT
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILESCALE
MM/DD/YY
DEPARTMENT OF TRANSPORTATION
INDIANA AS NOTED
B-99999 9999999
9999999
057-14-000000
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
DAVIESS COUNTY
SR 57 OVER VEALE CREEK
39'-4" CLEAR ROADWAY; 20° SKEW RT.
3 SPANS: 38'-0", 46'-0", 38'-0"
PRESTRESSED CONCRETE I-BEAM TYPE II BRIDGE
information to proceed with the final detail drawings.
The purpose of the General Plan is to show necessary
:PURPOSE
GENERAL PLAN
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht General Plan wc.dgn
which shall be 4", and 2" in all other parts, unless noted.
in bottom of floor slab, 3" in footings, except bottom steel
Reinforcing steel cover shall be 2 1/2" in top and 1" minimum
GENERAL NOTES
SHEET
of
DRAWING NO.
Class DSeismic Soil Profile Type
0.126Acceleration Coefficient
Zone 2Seismic Performance Zone
SEISMIC DESIGN DATA
with LRFD 3.8.1.
Designed for 70 mph horizontal wind loading in accordance
WIND LOAD
4500 lb distributed over 10 ft along the coping.
FINISHING-MACHINE LOAD
with the finishing machine.
the face of coping over a 30-ft length of the deck centered
and 75 lb/ft vertical force applied at a distance of 6 in. outside
Designed for 20 lb/ft² extending 2 ft past the edge of coping
CONSTRUCTION LIVE LOAD
forms, removable deck forms, and 2-ft exterior walkway.
Designed for 15 lb/ft² for permanent metal stay-in-place deck
DECK FALSEWORK LOADS
and web.
be braced against the intersection of the girder bottom flange
coping form. The bottom overhang brackets were assumed to
assumed to be located 6 in. past the edge of the vertical
vertical coping form. The top overhang brackets were
machine was assumed to be supported 6 in. outside the
deck overhang past the edge of the exterior girder. Finishing
Cantilever overhang brackets were assumed for support of the
and overturning using the construction loads shown below.
The exterior girder has been checked for strength, deflection,
CONSTRUCTION LOADING
= 60,000 psiyf′Grade 60
REINFORCING STEEL
= 3500 psicf′Class A
= 3000 psicf′Class B
= 4000 psi cf′Class C
CONCRETE
DESIGN STRESSES
wearing surface.
Designed with a 7 1/2" structural depth plus 1/2" sacrificial
FLOOR SLAB
15 lb/ft² for permanent metal deck forms.
Actual weight plus 35 lb/ft² for future wearing surface and
DEAD LOAD
through 2013.
Bridge Design Specifications, Sixth Edition, 2012 and interims
esigned for HL-93 loading, in accordance with AASHTO LRFD D
DESIGN DATA
11:3
6 A
M
3/7/2
014
Plot:
319C2 C14
SPAN A SPAN B SPAN C
Face of Railing
Signature Block and PE Seal11
Railroad Crossing
Clearance in Plan View for Street or
Horizontal) and Point of Mininum
- Min. Clearance (Vertical and
Waterway Crossing
- Low Structure Elevation for
Clearances10
Line Designation 9
- County
- Route/Crossing
- Clear Roadway Width
- Skew
- Span Lengths
- No. of Spans
- Superstructure Type
Title 8
Construction Loading Data 7
Design Data 6
General Notes 5
Structure
Section Perpendicular to CL of 4
- Low Structure El.
- Substructure Fixity
- Pile Size and Type
Elevation 3
- Lane/Shoulder Configuration
Plan 2
North Arrow 1
:REQUIRED ELEMENTS
11
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
1
2
2
3
4
6
8
9
10
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Sections:
Notes Body: 12 Pt Text
Section Headings: 14 Pt Text
Titles: 18 Pt Text
Typ. All Notes Blocks:
Text Style: 18 Pt Text
substructure unit.
shown as required at each
Size and type of pile to be
final detail drawings.
necessary infromation for
Transverse section to show
7
Text Style: 18 Pt Text
5
every plan view, if possible.
upper right hand corner of
North Arrow to be shown in
be shown at each bent.
Profile Grade Elevation to
Bent No., Station, and
"2145'-0
"4122'-6
9'-4" B
eam &
Pile Sp
acing (Ty
p.)
"4122'-6
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
10 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SCALE
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht End Bent No 1 and 4_01 wc.dgn
END BENT NO. 1 AND NO. 4 DETAILS
Bent N
o. 4
construction of end bent(s).
dimensions, reinforcement and pertinent information necessary for
The purpose of this End Bent Details sheet is to show physical
:PURPOSE
Bent N
o. 1
ofC3
SHEET
C14
E 211-BFIL-04.
For Backfill Placement, see Standard Drawing 6.
Concrete Class C is billed with the superstructure.5.
in the wing is billed with the end bent.
All reinforcement extending below pavement ledge and 4.
All reinforcing bars in end bents shall be epoxy-coated.3.
E 703-BRST-01.
For Reinforcing Bar Notes, see Standard Drawing 2.
Drawing C4.
For Section A-A, Section B-B, and Section C-C, see 1.
NOTES
DRAWING
8:2
2 A
M
3/5/2
014
Plot:
" = 1'-0"83Scale:
PLAN
"431'-0
"431'-0
20°0'0" Rt. Skew
8'-0
"
1'-0"
2'-6"
42'-4" Out-to-Out Coping
1'-0"
Beam #1 Beam #2 Beam #3 Beam #4
End Bent
C
C
801
Beam #5
6"
Wingwall C for End Bent No. 4
Wingwall A for End Bent No. 1
802
"41
5'-1
0
"43
2'-1
7"
3"7"
2'-6"
402, 60
1, 603
401, 601 401, 601
401, 602 401, 602 401, 602
401, 601
401, 602
401, 601
401, 602
401, 601402, 60
1, 603
" = 1'-0"83Scale:
ELEVATION
REAR FACE REINFORCINGFRONT FACE REINFORCING
2 - 6022 - 602
2 - 602
601
401
401
2 - #6 x 8'-11"
10"
1'-7"
10"
10"
10"
10"
10"
10"
1'-7"
1'-7"
1'-7" 10" 1'-7"
2 - #6 x 8'-11"
10 Spa. @ 10" Max. = 6'-8"
10 Spa. @ 10" Max. = 6'-8"
10 Spa. @ 10" Max. = 6'-8"
10 Spa. @ 10" Max. = 6'-8"
A
A
B
Bent No. 4 El. 465.41
Bent No. 1 El. 465.22
Bent No. 4 El. 465.37
Bent No. 1 El. 465.22
Bent No. 4 El. 459.56
Bent No. 1 El. 459.32
402
402
(Typ.)
603
7"7" 3"7"7"
3"
802
5 E
q. Spa. = 4'-5"
(Typ. Ea. Exterior Beam)
2 - #6 x 5'-0"
601, 602
Spa. for 401, 402,
603
51 Spa. @ 10" Max. = 42'-6"
20 - 601
Bent No. 1
Bent No. 4
TOP OF PILE ELEVATIONS
1 2 3 4 5
461.39
461.54 461.74
461.58
461.94
461.72
461.76
461.51
461.58
461.308'-0
"
Line "A"
Rdwy., Str., &
603
3'-0"
1'-6"
1'-6"
& Piles
Bent, Bearing,
HP 12 x 53 Piles
"434 Spa. @ 9'-11 1/4" = 39'-8
"41
3'-2
"21
6'-1
1
"21
1'-0
Wingwall D for End Bent No. 4
Wingwall B for End Bent No. 1
(Typ.)
1'-6"
3'-10" Min. Lap
B
(5 Total)
403 Spiral (Typ.)
Bent No. 4 El. 465.81
Bent No. 1 El. 465.59P.G.
Steel H-Piles
5 - HP 12 x 53
(2 Top, 1 Mid, 2 Bot)
5 - #7 x 22'-2"
3 - #7 x 8'-3"
(Typ. Ea. Interior Beam)
2 - #6 x 5'-4" 3 - #7 x 8'-3"
#7 x 1'-6" #7 x 1'-6" #7 x 1'-6"
3 - 402
3 - 402
28 - 603
23 - 401
23 - 401
2 Bot)
(2 Top, 1 Mid,
5 - #7 x 22'-2"
2 - 602 2 - 602
3 - #7 x 22'-2"6 - 802
801
5 E
q. Spa. = 4'-4"
3"
3"
3"
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
6
7
2
5Table Data: 12 Pt Text
Table Title: 18 Pt Text
Typ. Table:
1
3
Signature Block and PE Seal 7
Notes 6
Attachment)
Beam Seat Elevations (Method B
(Method A Attachment) or Table of
Table of Top of Pile Elevations 5
Sections as Necessary 4
Elevation Showing Reinforcing 3
North Arrow 2
Footing Plan
Piling Plan
End Bent Plan
Plan 1
:REQUIRED ELEMENTS6 - 801
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Views and Sections:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
11 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SCALE
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht End Bent No 1 and 4_02 wc.dgn
bent(s).
details necessary for construction and Bill of Materials for end
The purpose of this End Bent Details sheet is to show additional
:PURPOSE
END BENT NO. 1 AND NO. 4 DETAILSofC4
SHEET
C14
E 211-BFIL-04.
For Backfill Placement, see Standard Drawing 7.
For Pavement Ledge Details, see Drawing C14.6.
Concrete Class C is billed with the superstructure.5.
in the wing is billed with the end bent.
All reinforcement extending below pavement ledge and 4.
All reinforcing bars in end bents shall be epoxy-coated.3.
E 703-BRST-01.
For Reinforcing Bar Notes, see Standard Drawing 2.
A-A, Section B-B, and Section C-C, see Drawing C3.
For End Bent Plan and Elevation, locations of Section 1.
NOTES
DRAWING
4:3
1 P
M
3/4/2
014
Plot:
8"
2'-8"
4'-3"
1'-0"
2'-8"
5'-3"
1'-0"
1'-0"
4'-3"
2'-8"
1'-10"
9"
1'-10"
"211'-10
"2
12
1'-9"
1'-3" 2'-7"
3'-5"
2'-1
0"
2'-4"
"432'-1
"2
19
"2
1
2'-3
2'-8"
2'-1
0"
2'-4"
"432'-2
"4
39
"2
1
2'-4
2'-8"
2'-8"
8"
2'-10" 90°
90°
" = 1'-0"43Scale:
SECTION A-A
8"
1'-0"
1'-2"
"2
14'-9
1'-6" 1'-6"
3'-0"
1'-0"
1'-0"
Type I-A Joint
603
601
401
2"
6" (Typ.)
10"
10"
3" (Typ.)
#7 x 22'-2"6"
Polystyrene
" x 2" Expanded21
Construction Joint
Optional Type A
" Chamfer21" x 12
11
6"
Geotextile
Drain Pipe
6" Ø End Bent
End Bent Backfill
Aggregate for
4
1
1'-6"
Dense Graded Subbase
Threaded Tie-Bar Assy @ 2'-0"
#5 x 6'-0" Epoxy Coated
Between Beams
#6 x 8'-11"
#7 x 22'-2" (Typ.)
Between Beams
#7 x 8'-3"
(Typ.)
2" Cl.
" = 1'-0"43Scale:
SECTION B-B
8"
1'-0"
1'-2"
"2
14'-9
1'-6" 1'-6"
3'-0"
1'-0"
1'-0"
Type I-A Joint
603
401
HP 12 x 53 Steel H-Pile
2"
10"
10"
3" (Typ.)
#7 x 22'-2"6"
602
4"
Polystyrene
" x 2" Expanded21
Construction Joint
Optional Type A 402 Spiral
6"
End Bent Backfill
Aggregate for
Dense Graded Subbase
4
1
Geotextile
Drain Pipe
6" Ø End Bent
1'-6"
Strand
Prestressing
Extended
Concrete B
ea
m
Type II
Pre
cast
Threaded Tie-Bar Assy @ 2'-0"
#5 x 6'-0" Epoxy Coated
" Min. Fillet
43
(Typ.)
2" Cl.
#7 x 1'-6"
Beam
#6 x 5'-4" Through
#7 x 22'-2" (Typ.)
" = 1'-0"43Scale:
SECTION C-C
#6 x 7'-8" (Typ.)
(Typ.)
2" (Min.)
1'-0" 3"
3" (Win
g D)
" (Win
g C)
21
73" (Win
g B)
" (Win
g A)
21
7
Construction Joint
Optional Type A
5 S
pa.
@ 1
1"
#6 x 5'-5"
" = 1'-0"83Scale:
WING A & WING C ELEVATION
5'-9
¾" (Win
g C)
5'-10" (Win
g A)
5 S
pa.
@ 1
1"
3" (Win
g C)
" (Win
g A)
21
7
3"
"218 Spa. @ 11
8'-0"(Typ.)
2" (Min.)
Wing C El. 465.35
Wing A El. 465.12
(7 Ea. Fa.)
14 - #6 x 7'-8"
Wing C El. 459.561
Wing A El. 459.317
Construction Joint
Optional Type A
" = 1'-0"83Scale:
WING B & WING D ELEVATION
(Typ.)
2" (Min.)
Wing D El. 465.39
Wing B El. 465.21
"218 Spa. @ 11
8'-0"
Wing D El. 459.561
Wing B El. 459.317
5 S
pa.
@ 1
1"
3" (Win
g D)
" (Win
g B)
21
7
3"
5'-10
¼" (Win
g D)
5'-11" (Win
g B)
(9 Ea. Fa.)
18 - #6 x 5'-5"
Construction Joint
Optional Type A
Not to Scale
BAR BENDING DETAILS
401 x 4'-0" 403 SPIRAL x 69'-6"
2'-2"
2'-6"
402 x 4'-2" 601 x 14'-2" 602 x 10'-6" 603 x 6'-10" 801 x 11'-0" 802 x 10'-2"
6" 2'-0"
6" (Typ.)
6"
Bent, Bearing
(7 Ea. Fa.)
14 - #6 x 7'-8"
Polystyrene
" x 4" Expanded21
Bent, Bearing
Polystyrene
" x 4" Expanded21
(9 Ea. Fa.)
18 - #6 x 5'-5"
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
5
6
8
9
1
3
4
3
2
Signature Block and PE Seal 9
Notes 8
Anchor Plate Detail When Required 7
Bill of Materials 6
Reinforcing Bar Bending Diagrams 5
Wing Section 4
Wing Elevation 3
End Bent Section Through Beam 2
End Bent Section Between Beams 1
:REQUIRED ELEMENTS
detailing reinforcing steel.
See IDM 405-2.0 for guidance regarding
Dimensions and Text Callouts: 12 Pt Text
Bar Mark Title: 14 Pt Text
Title: 18 Pt Text
Typ. All Bar Bending Diagrams:
drawn to approximate proportions.
to scale. However, they should be
Bar bending diagrams are not shown
of bar, rounded to nearest 1 in.
Show bar mark and total length
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Views and Sections:
of Materials should be separated by phase.
When the construction is to be phased, Bills
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
12 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SCALE
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Pier No 2 and 3_01 wc.dgn
construction.
dimensions, reinforcement, and pertinent information necessary for
The purpose of this Pier Details sheet is to show the pier
:PURPOSE
PIER NO. 2 AND NO. 3 DETAILS
SHEET
ofC5 C14
For Bill of Materials, see Drawing C6.3.
E 703-BRST-01.
For Reinforcing Bar Notes, see Standard Drawing 2.
For General Notes, see Drawing C2.1.
NOTES
DRAWING
4:3
2 P
M
3/4/2
014
Plot:
Beam #1 Beam #2 Beam #3 Beam #4 Beam #520° Rt. Skew
Pier
88 - 430 Spa. @ 6"
#4 x 2'-2" (Typ.)
(Typ.)
" = 1'-0"83Scale:
PLAN
3'-6"
(88 Ea. Fa.)
176 - 431 Spa. @ 6"
Keyway (Typ.)
3" x 8" x 4'-0"
#6 x 22'-6" #6 x 22'-6"
Beam Spacing
Step Spacing
"853'-1"8
53'-1
46'-0"
"839'-2 "8
39'-2 "839'-2 "8
39'-2 "839'-2
(Typ.)
"839
(Typ.)
"839
Bearing Bearing
Pier
1'-9"
1'-9"
" = 1'-0"83Scale:
ELEVATION
32 - 531
(32 Ea. Fa.)
64 - #5 x 23'-7"
(Typ. Pier No. 2 & No. 3)
8-HP 12 x 74 Steel H-Piles
12 - #6 x 24'-8"6"
46'-0"
4 - 630
2'-6"
18'-0"
1'-0"
21'-6"
6"
4 - #4 x 2'-2"
44 - 430 (Spa. @ 6")
4 - #6 x 8'-7"
Pier No. 3 El. 461.31
Pier No. 2 El. 461.27Pier No. 3 El. 461.59
Pier No. 2 El. 461.55
Pier No. 3 El. 461.79
Pier No. 2 El. 461.75
Pier No. 3 El. 461.59
Pier No. 2 El. 461.55
Pier No. 3 El. 461.31
Pier No. 2 El. 461.27
A
Pier No. 3 El. 439.94
Pier No. 2 El. 439.83
Bottom of Footing
Pier No. 3 El. 458.81
Pier No. 2 El. 458.77
Bottom of Cap
(Spa. Eq. in Nose)
5 - #8 x 20'-4"
A
2'-0" x 12 Columns
35 - 530 Spa. @
Pier
Symmetrical About
" = 1'-0"83Scale:
SECTION A-A
3'-6"
6"
(Typ.)
2" Clr.
6"
1'-0"
18'-0"
2'-6"
5'-0"
21'-6"
3'-6"
6" 6"
2"
2"
= 3'-4"
10 S
pa.
@ 4"
11'-0"
11 S
pa.
@ 1
2"
Max. = 1
1'-0"
= 3'-4"
10 S
pa.
@ 4"
Spacin
g
#5, 530,
& 5
31 B
ars
6"
1'-6"
2" x 8" Keyway Construction Joint
#5 x 23'-7" (Typ.)
#8 x 20'-4"
631
530 (Typ.)
See Detail A
Pier
6"6"
3"3"
2'-6"
3"
3"
3 E
q. Spa. = 2'-0"
430
#6 x 24'-8" (Typ.)
530
431
630
#5 x 23'-7" (Typ.)
Construction Joint
2" x 8" Keyway
#8 x 20'-4"
" = 1'-0"43Scale:
DETAIL A
1'-9"
R
(Typ.)
Bearing Pads
Line "A"
Rdwy., Str., &
630 (Typ.)
#4 x 2'-2" (Typ.)
"419'-11"4
19'-11"419'-11"4
19'-11
(Typ.)
10"
(Typ.)
10"
Min. Lap
2'-5"
Min. Lap
2'-11"
CONCRETE DIMENSIONS REINFORCING STEEL
1'-3" 21'-3"
22'-6"
(1 Ea. Fa.)(Spa. @ 6")
88 - #8 x 20'-4"
2'-6"
Pier
Steel H-Pile
HP 12 x 74
3'-6"
3 Eq. Spa. = 3'-0"
Construction Joint
3" x 8" Keyway
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
2
3
4
5
7
1
6
Signature Block and PE Seal 7
Notes 6
Cap Section 5
Vertical Sections as Needed 4
Reinforcing Steel
Elevation showing Dimensions and 3
Cap Plan 2
North Arrow 1
:REQUIRED ELEMENTS
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Views and Sections:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
13 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SCALE
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Pier No 2 and 3_02 wc.dgn
necessary for construction and Bill of Materials for piers.
The purpose of this Pier Details sheet is to show additional details
:PURPOSE
PIER NO. 2 AND NO. 3 DETAILS
SHEET
ofC6 C14
E 703-BRST-01.
For Reinforcing Bar Notes, see Standard Drawing 2.
For General Notes, see Drawing C2.1.
NOTES
DRAWING
4:3
2 P
M
3/4/2
014
Plot:
8"
3'-2"
"21
5
45°
2'-0"
2'-6"
1'-7"
R
8"
2'-2"
2'-1"
2'-6"
"2
15
2'-2"
5'-0"
3'-6"
Steel H-Pile
HP 12 x 74
5'-0"
1'-6"
631 (4 per Pile)
6"
" = 1'-0"43Scale:
SECTION C-C
1'-0"
" = 1'-0"83Scale:
PILE PLAN
Structure
CC
32 - 631 (4 per Pile)
1'-9"
1'-9"
3'-6"
Footing
1'-6"1'-6"
23'-0"
46'-0"
23'-0"
" = 1'-0"83Scale:
FOOTING PLAN
CONCRETE DIMENSIONS REINFORCING STEEL
#8 x 20'-4" (Typ.)
530 Spa. @ 2'-0" Max.
46'-0"
6"
6"
3'-6"
43 Spa. @ 6" Max. = 21'-0"
Structure
3"
22'-6"
Footing, Pier
Not to Scale
BAR BENDING DETAILS
430 x 4'-6" 431 x 7'-1" 530 x 3'-1" 531 x 8'-6" 631 x 2'-8"630 x 10'-0"
R 1'-1"
Footing
Bottom of
(Typ.)
3"
Top of Footing
Pile Spacing
" = 43'-0"437 Spa. @ 6'-1
(Typ. Pier No. 2 & No. 3)
8-HP 12 x 74 Steel H-Piles
#5 x 22'-7"
2'-6"
6"
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
5
6
1
7
Signature Block and PE Seal 8
Notes 7
Bill of Materials 6
Reinforcing Bar Bending Diagrams 5
Pile Connection Detail 4
Pile Plan 3
Footing Plan 2
North Arrow 1
:REQUIRED ELEMENTS
4
3
2
8detailing reinforcing steel.
See IDM 405-2.0 for guidance regarding
Dimensions and Text Callouts: 12 Pt Text
Bar Mark Title: 14 Pt Text
Title: 18 Pt Text
Typ. All Bar Bending Diagrams:
drawn to approximate proportions.
to scale. However, they should be
Bar bending diagrams are not shown
of bar, rounded to nearest 1 in.
Show bar mark and total length
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Views and Sections:
of Materials should be separated by phase.
When the construction is to be phased, Bills
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
14 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SCALE
FRAMING PLAN
tie-in dimensions and beam end details as required.
The purpose of this Framing Plan sheet is to provide all necessary
:PURPOSE
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Framing Plan wc.dgn
ofC7
SHEET
C14
For Bearing Assembly Details, see Drawing C9.3.
For Beam Details, see Drawings C8 and C9.2.
For General Notes, see Drawing C2.1.
NOTES
DRAWING
4:3
3 P
M
3/4/2
014
Plot:
Beam A1
Beam A2
Beam A3
Beam A4
Beam A5 Beam B5
Beam B4
Beam B3
Beam B2
Beam B1 Beam C1
Beam C2
Beam C3
Beam C4
Beam C5
Brg. Bent No. 1 Brg. Bent No. 4
Bearing
Pier No. 2 Pier No. 3
Bearing
Coping
Coping
See Detail A See Detail B
6"
Span C
38'-0" Pier to Bent
Span B
46'-0" Pier to Pier
Span A
38'-0" Bent to Pier
6"
38'-3" Beam Length 45'-6" Beam Length 38'-3" Beam Length
37'-2" Bearing to Bearing44'-4" Bearing to Bearing37'-2" Bearing to Bearing
(Typ.)
3'-0"
Ledge (Typ.)
6" Pvmt.
(Typ.)
3'-6"
122'-0" Bent No. 1 to Bent No. 4
Structure & Line "A"
Diaphragm
2'-6"Diaphragm
2'-6"
"839
"839
Prestressed C
oncrete I-B
ea
m,
AAS
HT
O T
ype II
4 S
pa.
@ 9'-4"
= 3
7'-4"
Skew
20°0'0" Rt.
"839
"839
Wing D
Wing C
Wing A
Wing B
1'-6"1'-6"
3'-0"
1'-6"
6"
Ledge
6" Pvmt.
Beam
AASHTO Type II
Concrete I-Beam
Bearing & Bent
HP 12 x 53
" = 1'-0"21Scale:
BEARING SEAT ON END BENT
DETAIL A
Diaphragm
2'-6"
Pier Width
3'-6"
9"
9"
1'-6"
10" 10"
3" 3"
6"
20°
20°
"8511
"839
"839
"8511
Bearing
Bearing
Pier
Pad Type 2 (Typ.)
Elastomeric Bearing
(Bottom Flange Shown)
Concrete I-Beam AASHTO Type II
" = 1'-0"21Scale:
BEARING SEAT ON PIER
DETAIL B
" = 1'-0"163Scale:
FRAMING PLAN
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
1
5
4
6
Signature Block and PE Seal 6
Notes 5
Beam Bearing Seat Detail at Pier 4
Bent
Beam Bearing Seat Detail at End 3
Framing Plan 2
North Arrow 1
:REQUIRED ELEMENTS
3
2
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Views and Sections:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
15 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Beam Details_01 wc.dgn
SCALE
related design data.
beam information necessary for fabrication of the beams and
The purpose of this Beam Details sheet is to show the longitudinal
:PURPOSE
BEAM DETAILS
SHEET
ofC8 C14
DRAWING
11:1
8 A
M
4/4/2
014
Plot:
diagrams.
See Drawing C9 for beam sections and bar bending 9.
Reinforcing bars designated "E" shall be epoxy coated.8.
E 703-BRST-01.
For Reinforcing Bar Notes, see Standard Drawing 7.
Standard Drawings E 707-BPBF-01 through -04.
For Fabrication Tolerances of Prestressed Beams, see 6.
Drawings E 726-BEBP-01 through -03.
For Type 2 Elastomeric Bearing Pad, see Standard 5.
fabrication.
Allowance in the beam length should be made during 4.
Estimated elastic shortening is 0.104 in.3.
points during handling, storage, and transportation.
Beams are to be lifted and supported at the bearing 2.
the deck.
Beams shall be cast a minimum 90 days prior to pouring 1.
GENERAL NOTES - BEAMS
strength.
Reinforcing steel shall be Grade 60 ksi minimum yield
= 7,000 psi.cConcrete strength at 28 days, f′ = 6,000 psi.ciConcrete strength at release, f′
Initial pull per strand, 33.82 kips.
seven-wire strand, 270 ksi (ASTM A416).
Prestressing steel shall be 0.5" uncoated, low relaxation,
DESIGN DATA
(2 Ea. Fa.)
4 - #6 x 2'-7"
270 ksi Prestressing Strands
14 - 1/2" Ø Low Relaxation
301 & 302
402
(2 Ea. Fa.)
4 - #6 x 2'-7"
(Typ.)
2"
16 Spa. @ 12" = 16'-0"1'-2"
(Typ.)
2" 16 Spa. @ 12" = 16'-0"
45'-6"
"2
12
A
A
11 Spa. @ 6" = 5'-6"
B
B
(Typ. each end.)
the use of heat.
row and bend up without
Extend strands in bottom
(Typ.)
1'-6"
402
10"
Vertical Scale: 1" = 1'-0"
" = 1'-0"21Horizontal Scale:
BEAM ELEVATION (SPAN B)
Bars (Typ. Both Ends)
3 - 1" Ø Holes for #6E 401E, & 402 Bars (Typ.)
Spacing for 301, 302, 6" 6"
11 Spa. @ 6" = 5'-6"
1'-6"
1'-0"
the exterior beams.) (Typ.)
#6E Bars (Eliminate holes in
1" Ø Holes in Web for
"216
" = 1'-0"21Scale:
BEAM PLAN (SPAN B)
A
A
270 ksi Prestressing Strands
14 - 1/2" Ø Low Relaxation
301 & 302
402
301 & 302
(2 Ea. Fa.)
4 - #6 x 2'-7"
(Typ.)
2"
12 Spa. @ 12" = 12'-0"
(Typ.)
2" 12 Spa. @ 12" = 12'-0"
38'-3"
10"
"2
12
(2 Ea. Fa.)
4 - #6 x 1'-10"
1'-5"
(1 Ea. Fa.)
2 - #6 x 37'-11"
11 Spa. @ 6" = 5'-6"
B
B
(Typ.)
1'-6" (Typ. each end.)
the use of heat.
row and bend up without
Extend strands in bottom
Vertical Scale: 1" = 1'-0"
" = 1'-0"21Horizontal Scale:
BEAM ELEVATION (SPANS A AND C)
401E, & 402 Bars (Typ.)
Spacing for 301, 302, 6"6"
Bars (Typ. Both Ends)
3 - 1" Ø Holes for #6E
11 Spa. @ 6" = 5'-6"
1'-6"
1'-0"
1'-8"
for #6E Bars (Typ.)
1" Ø Holes in Web
" = 1'-0"21Scale:
BEAM PLAN (SPANS A AND C)
(Typ.)
"214
Bearing (Typ.)
6" Bearing
401E
(1 Ea. Fa.)
2 - #6 x 45'-2"
401E
301 & 302
"438
6"
"438
45'-6"
"216
(Typ.)
"214
(Typ.)
6" Bearing Bearing
"438
1'-10"
38'-3"
6"
"216
"2
12
270 ksi Prestressing Strands
2 - 1/2" Ø Low Relaxation
401E
(1 Ea. Fa.)
2 - #6 x 2'-7"
402
401E
6"
270 ksi Prestressing Strands
2 - 1/2" Ø Low Relaxation
"2
12
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
Notes Body: 12 Pt Text
Section Headings: 14 Pt Text
Titles: 18 Pt Text
Typ. All Notes Blocks:
4
1
1
2
2
3
5
required.
only. Project specific information
General Notes for Beams. Example 5
specific information required.
Design Data. Example only. Project 4
Prestressing Strands 3
Reinforcing Bars 2
Beam Dimensions 1
:REQUIRED ELEMENTS
Dimensions and Text Callouts: 12 Pt Text
View Sub-Title: 14 Pt Text
View Title: 18 Pt Text
Typ. All Plan and Elevation View Text:
6"
6"
1'-3"
3"
6"
3'-0"
10"
1'-6"
I-Beam
Prestressed Concrete
AASHTO Type II
#6E Bars
1" Ø Holes for
INTERIOR BEAM DIMENSIONS EXTERIOR BEAM DIMENSIONSREINFORCING
I-Beam
Prestressed Concrete
AASHTO Type II
6"
6"
1'-3"
3"
6"
3'-0"
10"
1'-6"
Bars at Inside of Exterior Beam
" Ø Inserts for #6E Threaded43
3'-0"
2"
2" 2"
@ 2" = 1'-2"
7 Spa.
2"
2"
401E
402
302
301
#6
(Typ.)
1" Cl.
3" 3"6"
Scale: 1" = 1'-0"
SECTION A-A
Scale: 1" = 1'-0"
SECTION B-B
270 ksi Prestressing Strands
" Ø Low Relaxation 2114 -
Scale: 1" = 1'-0"
FILLET DETAIL
SECTION E-E ELEVATION ALONG OF BEAM
Slope
Beam
1'-6"
" Min. Fillet
43
" Min. Fillet43
Top of Beam
Bottom of Slab
E
E
1'-6"
ELEVATION SECTION D-D
1"1" I-Beam
Prestressed Concrete
AASHTO Type II
6"
Scale: 1" = 1'-0"
BEAM BEARING ASSEMBLY AT END BENT
Concrete I-Beam
AASHTO Type II Prestressed Pile and Bearing
Pile and Bearing
3"
D
D
....
(Typ.)
" Stiffener21
...." Stiffener21
Cast with beam.
"2118" x 12" x
Steel Plate,
Steel Studs
" Ø End-Welded21
" Steel Plate21
(6 Total)
Steel Studs
" Ø x 4" End-Welded21
Scale: 1" = 1'-0"
TAPER PLATE DETAIL
" x 1"2120" x 12
Steel Plate,
1" Steel Plate
3/8
3/8
3/8
I-Beam
Prestressed Concrete
AASHTO Type II
ELEVATION END VIEW C-C
1"1" I-Beam
Prestressed Concrete
AASHTO Type II
C
C
7"
3"
Beam and Bearing
Bearing
Scale: 1" = 1'-0"
BEAM BEARING ASSEMBLY AT PIER
(6 Total)
Steel Studs
" Ø x 4" End-Welded21
Cast with beam.
"2114" x 18" x
Steel Plate,
Steel Studs
" Ø End-Welded21
" Steel Plate21
1'-6"
See detail.
Steel Taper Plate
See detail.
Steel Taper Plate
"411
3/8
Scale: 1" = 1'-0"
TAPER PLATE DETAIL
"32
9"
32
9
"2
12
All Sides
" Min.81
Draft All Sides±1.5° Mold
"2111
14"
Scale: 3" = 1'-0"
TYPE 2 ELASTOMERIC BEARING PAD DETAIL
" x 0.1046" 41" x 114
313
5 - Metallic Bonded Shims,
" (Typ.)21Thickness
4 - Internal Elastomer Layers,
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
16 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Beam Details_02 wc.dgn
SCALE
fabrication of the beams.
beam dimensions and reinforcing bar information necessary for
The purpose of this Beam Details sheet is to show the transverse
:PURPOSE
BEAM DETAILS
SHEET
ofC9 C14
structural members.
Bearing assemblies shall be included in the cost of 2.
Drawing C8.
For general beam notes and design data, see 1.
NOTES
DRAWING
11:2
3 A
M
4/4/2
014
Plot:
"4
33'-3
Not to Scale
BAR BENDING DETAILS
SIDE VIEWEND VIEW
1'-4"
"2
14
"21
7
45°
45°
"41
6
2"
4"
5"
10"
45°
301 x 3'-4"
401E x 7'-8"
302 x 1'-3"
402 x 2'-4"
"213
1'-0"
6"3" 3"
6" 6"
1'-0"
6"3" 3"
6" 6"
A
BC
D
A
1"Pier No. 2 (Span A)
B
1"
C DLocation
1"Pier No. 2 (Span B) 1"
1"Pier No. 3 (Span A) 1"
1"Pier No. 3 (Span B) 1"
TAPER PLATE TABLE
20"
20"
20"
20"
"2112
"2112
"2112
"2112
Plates shall be vulcanized to elastomeric bearings.
B = Forward Station Side
A = Back Station Side
Initial Camber 0.760
TABLE OF CAMBERS (in.)
SPAN A & C
0.997
SPAN B
0.146 0.292
0.614 0.705
Dead Load Deflection
Residual Camber
7""2
11R
"21
2
Std. 180° Hook
"2
12
"2
12
"2
12
"2
12
270 ksi Prestressing Strands
" Ø Low Relaxation 212 -
HP 12 x 53HP 12 x 53
Type 2
Elastomeric Bearing Pad,
"323" x 14" x 32
111
Elastomeric Bearing Pad, Type 2,
"21
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
1 1 2
8
9Table Data: 12 Pt Text
Table Title: 18 Pt Text
Typ. Table:
3
6
7
11
10
4
5
Signature Block and PE Seal11
Notes10
Camber Table 9
Reinforcing Bar Bending Diagrams 8
Elevation
Fillet Detail Including Section and 7
End Bent
Beam Bearing Assembly Details at 6
Elastomeric Bearing Pad Detail 5
Taper Plate Detail (When Needed) 4
Piers
Beam Bearing Assembly Details at 3
and Prestressing Strands
Section Showing Beam Reinforcing 2
Sections Showing Beam Dimensions 1
:REQUIRED ELEMENTS
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Sections:
detailing reinforcing steel.
See IDM 405-2.0 for guidance regarding
Dimensions and Text Callouts: 12 Pt Text
Bar Mark Title: 14 Pt Text
Title: 18 Pt Text
Typ. All Bar Bending Diagrams:
drawn to approximate proportions.
to scale. However, they should be
Bar bending diagrams are not shown
of bar, rounded to nearest 1 in.
Show bar mark and total length
CC6AA
" = Spa. @
RHLH (Right Side) (Left Side),
301 & 302 (Typ.)
3"
RF
3"
3"
2"
3"
#6 (Typ.)
exterior beams. (Typ.)
Eliminate holes in the
Bottom Flange for #6E Bars.
1" Ø Holes in Web and
(Typ.)
401E
(Typ.)
401E 301 & 302 (Typ.)
#6 (Typ.)
Scale: 1" = 1'-0"
PLAN VIEW
TYPICAL END TREATMENT END BENT
Scale: 1" = 1'-0"
PLAN VIEW
TYPICAL END TREATMENT INTERIOR PIER
LF
Botto
m Fla
nge
1'-6"
Top Fla
nge
1'-0"
#6 Bar
#6 Bar
402 (Typ.)
#6 Bar
#6 Bar
402 (Typ.)
2"CC6AA
" = Spa. @
1'-4"
"43
7 "416
"2
13'-4
"21
2
"213
"2
14
"21
7
45°
90°
45°
Vertical Scale: 1" = 1'-0"
Horizontal Scale: 1/2" = 1'-0"
BEAM ELEVATION
A
D (± 6") E (± 6")
Strand Hold-Down Point
Beam
B
D (± 6")
(Typ.)
6" Bearing Bearing
(Typ.)
2"
FF
1-401E, 1-402E
Sets of 1-301, 1-302, KK
1-401E, 1-402E
Sets of 1-301, 1-302, FF
1-401E, 1-402E
Sets of 1-301, 1-302, (Typ.)
2"
301 & 302
V
(2 Ea. Fa.)
4 - #6 x
U
(2 Ea. Fa.)
4 - #6 x
" (Typ.)214
KK
1-401E, 1-402E
Sets of 1-301, 1-302,
A
3'-0"
DD
BB
1-401E, 1-402E
Sets of 1-301, 1-302,
CC6AA
" = Spa. @
BB
1-401E, 1-402E
Sets of 1-301, 1-302,
DD
PP
1-402E
1-302, 1-401E,
Sets of 1-301,
QQ12NN " = Spa. @ MMLL12JJ " = Spa. @ HH
TO
PJ
INT
K
TO
PJ
INT
K
END BENT
END TREATMENT AT
PIER
END TREATMENT AT
Strands (Typ.)
Prestressing
Strands (Typ.)
Prestressing
MM LL12JJ
" = Spa. @ GG6EE
" = Spa. @ GG6EE
" = Spa. @ HH
4
98
6"
6"
3'-0"
6"
1'-6"
2"
2" 2"
@ 2" = 1'-2"
7 Spa.
#6
1'-0"
6"
2"
302
402
3"
Side of Exterior Beam
Threaded Bars on Interior
" Ø Inserts for #6E 43
1" Ø Holes for #6E Bars.
Scale: 1" = 1'-0"
END SPAN SECTION A-A
401E
EXT
K
3"
Scale: 1" = 1'-0"
MIDSPAN SECTION B-B
4
6"
6"
3'-0"
1'-6"
2"
2" 2"
@ 2" = 1'-2"
7 Spa.
#6
1'-0"
6"
2"
402
3"
6"
401E
6
302
3"
ELEVATION END VIEW C-C
C
C
3"
" Steel Plate21
Steel Studs
" Ø End-Welded21
PLL
PLWPLL
Cast with beam.
"21 x x
Steel Plate
PLW
(6 Total)
Steel Studs
" Ø End-Welded21
Scale: 1" = 1'-0"
BEAM BEARING PLATE ASSEMBLY
Concrete I-Beam
Prestressed
Concrete I-Beam
Prestressed
2" 4" 4"
11:1
5 A
M
4/4/2
014
Plot:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILESCALE
MM/DD/YY
DEPARTMENT OF TRANSPORTATION
INDIANA
B-99999 9999999
9999999
057-14-000000
15 31XXX MM/YYYY XXX MM/YYYY
XXX MM/YYYY XXX MM/YYYY
Engineer of Record
PE SEALSHEET
AS NOTED
AASHTO I-BEAM, TYPE II
BEAM DETAILS
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Std Beam Sheets\Sht Beam Details_01 alt wc.dgn
C8 of C14
using the appropriate Standard Beam Details Sheet template drawing file.
necessary for fabrication of the beams, as well as related design data. This sheet is produced
The purpose of this Beam Details sheet is to show the longitudinal and section information
:PURPOSE
DRAWING
DESIGN DATA
strength.
Reinforcing steel shall be Grade 60 ksi minimum yield
= 7,000 psi.cConcrete strength at 28 days, f'
= 6,000 psi.ciConcrete strength at release, f'
Initial pull per strand, 33.82 kips.
seven-wire strand, 270 ksi (ASTM A416).
Prestressing steel shall be 0.5" uncoated, low relaxation,
GENERAL NOTES - BEAMS
pointed tool.
Top of beams shall be scored transversely at about 3" on center with 9.
Reinforcing bars designated "E" shall be epoxy coated. 8.
For Reinforcing Bar Notes, see Standard Drawing E 703-BRST-01. 7.
Drawings E 707-BPBF-01 through -04.
For Fabrication Tolerances of Prestressed Beams, see Standard 6.
through -03.
For Elastomeric Bearing Pads, see Standard Drawings E 726-BEBP-01 5.
Allowance in the beam length should be made during fabrication. 4.
Estimated elastic shortening is 0.104 in. 3.
handling, storage, and transportation.
Beams are to be lifted and supported at the bearing points during 2.
Beams shall be cast a minimum 28 days prior to pouring the deck.1.
Web
6"
BB Sets of 1-301, 1-302, 1-401E, 1-402E
BB Sets of 1-301, 1-302, 1-401E, 1-402E
RG
LG
3"
CC6AA
" = Spa. @
Not to Scale
BAR BENDING DETAILS
302 x 1'-2"
END VIEW SIDE VIEW301 x 3'-4"
402 x 2'-4"
5"
4"
10"
401E x 7'-9"
6"
401E & 402E
(Typ.)
1'-6"
BO
TJ
RHLH (Right Side) (Left Side),
EXT
K
10
6"
2"
3
3"
11
6"
2"
3
3"
11
A
BEAM
BEAM DATA PRESTRESSING STRAND DATA
8
1
6
2
-
3
-
4
-
5
-
6
-
7
MIDSPAN (SECTION B-B)
8
1
END (SECTION A-A)
16
NO.
TOTAL
6
2
-
3
-
4 FORCE
DOWN
HOLD- DIMENSIONS
D E LF RF LH RH PLL PLWBOTJ TOPJEXTK INTK
-
5
-
6
-
7
"216
LG RG
"438 -
8
-
9
-
10
2
11
2
11A
REINFORCING BAR DATA
11 12 5'-6" 46
301 302
46
TOTALSCOUNTS, SPACING, & DIMENSIONS
-
AA BB CC FF GG U
2'-7"
V
1'-10"
EE
- 12'-0"13
KK LLJJ
12 -
PP QQNN
-
ENDT MIDT 401E
46
402
46
DD HH MM INTT
38'-3" - - 1'-10" 1'-8" - - "211'-2 10" - - "2
112 20" - 6" - - "218 - 37'-11" - 37'-11"
C "216"4
3838'-3" - - 1'-10" 1'-8" - - "211'-2 10" - - "2
112 20"
8 6 8 1662 2 -
8 6 8 1662 2 - 11 12 5'-6" 46 46- 2'-7" 1'-10"- 12'-0"1312 -- 46 466" - - "218 - 37'-11" - 37'-11"
B "216"4
3845'-6" - - - - "211'-2 10" - - "2
112 20"- - 11 12 5'-6" 54 54- 2'-7" 1'-10"- 16'-0"1716 -- 54 546" - - - -7" 45'-2" 45'-2"- - - - - - - - - - - - -
- - - - - - - - - - - - -
6"
3"
Hook
180°
Std.
7"
401E & 402E
U
(1 Ea. Fa.)
2 - #6 x
6"
1'-3"
301
5"
@ 2"
= 8"
4 S
pa.
3"
1
5
6"
1'-3"
301
5"
@ 2"
= 1'-0"
6 S
pa.
3"
1
5
7
(Typ. each end.)
bend up without the use of heat.
Extend strands in bottom row and
301 & 302
AB
Sleeve
1" I.D. Plastic Pipe
2
BO
TJ
2
Bars (Typ. Both Ends)
2 - 1" Ø Holes for #6E ENDT
1 Ea. Side of Web)
(1 Ea. Fa.,
4 - #6 x
MIDT
1 Ea. Side of Web)
(1 Ea. Fa.,
4 - #6 x
INTT
1 Ea. Side of Web)
(1 Ea. Fa.,
4 - #6 x
(Typ.)
1" Cl.
(Typ.)
1" Cl.
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
1
2 2
3 3
4
5
6 7
8
9
Signature Block and PE Seal 9
Reinforcing Bar Data
Prestressing Strand Data
Beam Data
Completed Summary Table: 8
required
only. Project specific information
General Notes for Beams. Example 7
specific information required
Design Data. Example only. Project 6
Reinforcing Bar Bending Details 5
Embedded Plates
Beam Bearing Plate Assembly for 4
End Treatment Plan Views 3
Midspan
Beam Sections--End Span and 2
Beam Elevation 1
:REQUIRED ELEMENTS
Scale: 1" = 1'-0"
FILLET DETAIL
SECTION E-E ELEVATION ALONG OF BEAM
Slope
Beam
1'-6"
" Min. Fillet
43
" Min. Fillet43
Top of Beam
Bottom of Slab
E
E
1'-6"
ELEVATION SECTION D-D
1"1" I-Beam
Prestressed Concrete
AASHTO Type II
6"
Scale: 1" = 1'-0"
BEAM BEARING ASSEMBLY AT END BENT
Concrete I-Beam
AASHTO Type II Prestressed Pile and Bearing
Pile and Bearing
3"
D
D
....
(Typ.)
" Stiffener21
...." Stiffener21
Cast with beam.
"2118" x 12" x
Steel Plate,
Steel Studs
" Ø End-Welded21
" Steel Plate21
(6 Total)
Steel Studs
" Ø x 4" End-Welded21
Scale: 1" = 1'-0"
TAPER PLATE DETAIL
" x 1"2120" x 12
Steel Plate,
1" Steel Plate
3/8
3/8
3/8
I-Beam
Prestressed Concrete
AASHTO Type II
ELEVATION END VIEW C-C
1"1" I-Beam
Prestressed Concrete
AASHTO Type II
C
C
7"
3"
Beam and Bearing
Bearing
Scale: 1" = 1'-0"
BEAM BEARING ASSEMBLY AT PIER
(6 Total)
Steel Studs
" Ø x 4" End-Welded21
Cast with beam.
"2118" x 14" x
Steel Plate,
Steel Studs
" Ø End-Welded21
" Steel Plate21
1'-6"
See detail.
Steel Taper Plate
See detail.
Steel Taper Plate
"411
3/8
Scale: 1" = 1'-0"
TAPER PLATE DETAIL
"32
9"
32
9
"2
12
All Sides
" Min.81
Draft All Sides±1.5° Mold
"2111
14"
Scale: 3" = 1'-0"
TYPE 2 ELASTOMERIC BEARING PAD DETAIL
" x 0.1046" 41" x 114
313
5 - Metallic Bonded Shims,
" (Typ.)21Thickness
4 - Internal Elastomer Layers,
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
16 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SCALE
BEAM DETAILS
SHEET
ofC9 C14
structural members.
Bearing assemblies shall be included in the cost of 2.
Drawing C8.
For general beam notes and design data, see 1.
NOTES
DRAWING
11:2
5 A
M
4/4/2
014
Plot:
be used in conjunction with the appropriate Standard Beam Details Sheet.
information necessary for installation of the beams. This sheet is intended to
The purpose of this Beam Details sheet is to show the additional details
:PURPOSE
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Beam Details_02 alt wc.dgn
A
BC
D
A
1"Pier No. 2 (Span A)
B
1"
C DLocation
1"Pier No. 2 (Span B) 1"
1"Pier No. 3 (Span A) 1"
1"Pier No. 3 (Span B) 1"
TAPER PLATE TABLE
20"
20"
20"
20"
"2112
"2112
"2112
"2112
Plates shall be vulcanized to elastomeric bearings.
B = Forward Station Side
A = Back Station Side
Initial Camber 0.760
TABLE OF CAMBERS (in.)
SPAN A & C
0.997
SPAN B
0.146 0.292
0.614 0.705
Dead Load Deflection
Residual Camber
HP 12 x 53HP 12 x 53
Type 2
Elastomeric Bearing Pad,
"323" x 14" x 32
111
Elastomeric Bearing Pad, Type 2,
"21
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
9Table Data: 12 Pt Text
Table Title: 18 Pt Text
Typ. Table:
2
1 5
8
7
3
4
Signature Block and PE Seal 8
Notes 7
Camber Table 6
Elevation
Fillet Detail Including Section and 5
Elastomeric Bearing Pad Detail 4
Taper Plate Detail (When Needed) 3
Piers
Beam Bearing Assembly Details at 2
End Bents
Beam Bearing Assembly Details at 1
:REQUIRED ELEMENTS
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Details:
32 - #5 x 33'-6"
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
17 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SCALE
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Superstructure Details_01 wc.dgn
contractor to construct the bridge deck.
physical dimensions and pertinent information necessary for the
The purpose of these Superstructure Details sheets is to show
:PURPOSE
SUPERSTRUCTURE DETAILS
4:0
9 P
M
2/2
8/2
014
Plot:
SHEET
ofC10
such as finishing machine, forms, etc.
rotation of the exterior beams from construction load
Suitable restraint shall be provided to prevent the 5.
during concrete placement.
down to the deck forms and/or beams to prevent lifting
The top reinforcing in the deck shall be securely tied 4.
For reinforcing bar bending diagrams, see Drawing C11.3.
For Section A-A, see Drawing C11.2.
All reinforcing bars shall be epoxy-coated.1.
NOTES
C14
DRAWING
" = 1'-0"83Scale:
TYPICAL SECTION
Slope 2% Slope 2%
1'-6"1'-6"
Shoulder
7'-8"
Traffic Lane
12'-0"
Traffic Lane
12'-0"
Shoulder
7'-8"
42'-4" Out-to-Out Coping
39'-4" Clear Roadway
9" (T
yp.)
2"
2'-6" 2'-6"4 Spa. @ 9'-4" = 37'-4" (Beam Spacing)
#5 x 42'-0"(Typ.)
#5 x 20'-1"
(Typ.)
#5 x 32'-9"
#5 x 42'-0"
Seal (Typ.)
Limits of SurfaceProfile Grade
Roadway, Structure & Line "A"
(Typ.)
#5 x 33'-6"
401
AASHTO Type II (Typ.)
Prestressed Concrete I-BeamSee Detail A
Drip Bead (Typ.)
" Ø Half-Round 43
@ 40' Max. Spacing
Barrier Delineator
401
4" 6" 4"6"
2" 63 Spa. @ 8" = 42'-0" (#5 x 33'-6" Bottom)
" = 1'-0"163Scale:
FLOOR PLAN
(Bottom Typ.)
3'-3" Min. Lap
BOTTOM REINFORCEMENT
BOTTOM HALF SHOWING
TOP REINFORCEMENT
TOP HALF SHOWING
32 - #5 x 20'-1"
32 - #5 x 20'-1"
121 Spa. @ 12" = 121'-0" (401 Top)
22'-6"
(Typ.)
3'-8" Min. Lap22'-6"
186 Spa. @ 7" = 108'-6" (#5 x 42'-0" Bottom)
38'-0" Pier to Bent46'-0" Pier to Pier
21'-2"
Structure & Line "A"
20°0'0" Rt. Skew
217 Spa. @ 6" = 108'-6" (#5 x 42'-0" Top)
Bent No. 1 Pier No. 2 Pier No. 3 Bent No. 4
Tie-Bar Assembly
Epoxy-Coated Threaded
21 - #5 x 6'-0"
Tie-Bar Assembly
Epoxy-Coated Threaded
21 - #5 x 6'-0"
" Out-to-Out Bridge Slab21124'-1
7"38'-0" Bent to Pier
187 - #5 x 42'-0"
#5 x 1'-3"
6"6"
(594 Bottom)
25 Spa @ 7" = 14'-7"
6"
218 - #5 x 42'-0"
32 - #5 x 33'-6" 32 - #5 x 33'-6"
32 - #5 x 33'-6"
(24 Total)
12 - 595 @ 7"
(125 Total)
63 - #5 x 32'-9"
(125 Total)
63 - #5 x 32'-9"
(125 Total)
63 - #5 x 32'-9"
61 Spa. @ 8" = 40'-8" (#5 x 20'-1" Top)
1"
Cl.
" Cl.
21
2
21'-2"
42'-4"
Out-to-O
ut
Copin
g
A
A
7"
28 - 593
(595 Top)
27 Spa. @ 6" = 13'-6"
26 - 594
(30 Total)
15 - 592 @ 6"
" = 1'-0"43SCALE:
DETAIL A
#5 @ 6"
#5 @ 7"
Deck
8"
(Typ.)
9"
401 @ 12"
2"
Min.
1"
Cl.
" Cl.
21
2
Joint Type A
Construction
"16
15
Type FC (Typ.)
Concrete Bridge Railing
122 - 401
20 S
pa.
@ 2'-0"
= 4
0'-0"
124 Spa. @ 4" = 41'-4" (#5 x 32'-9" Top Over Piers)
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
7
8
1
6
5
2
Signature Block and PE Seal 8
Notes 7
Details as Needed 6
Typical Section 5
Skew Angle 4
Line Designation 3
Deck Floor Plan 2
North Arrow 1
:REQUIRED ELEMENTS
4
3
3
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Views and Sections:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
18 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SCALE
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Superstructure Details_02 wc.dgn
E 703-BRST-01.
For Reinforcing Bar Notes, see Standard Drawing 2.
All reinforcing bars shall be epoxy-coated.1.
NOTES
contractor to construct the bridge deck.
physical dimensions and pertinent information necessary for the
The purpose of these Superstructure Details sheets is to show
:PURPOSE
supports and shall be held to a 5-ft length.
Pours No. 4 and No. 5 will include the diaphragms at the 3.
area.
the effect of the slab dead load in the negative moment
Pours over interior supports shall be made last to reduce 2.
Pour numbers indicate sequence of pours.1.
POUR NOTES
SUPERSTRUCTURE DETAILS
4:0
9 P
M
2/2
8/2
014
Plot:
SHEET
of
DRAWING
C11 C14
" = 1'-0"161Scale:
POUR SEQUENCE DIAGRAM
Bent No. 1 Pier No. 2 Pier No. 3 Bent No. 4
Constr. Joint Constr. Joint Constr. Joint
No. 1
Pour
No. 2
Pour
No. 3
Pour
Pour No. 4
Pour No. 5
"41124'-1
38'-0" 46'-0" 38'-0"
5'-0"
21'-2"
21'-2"
42'-4"
Out-to-O
ut
Copin
g
Structure & Line "A"
401 x 6'-0"
592 x 43'-2"
594 x 42'-9" 595 x 42'-0"
5'-6"
2'-2"
10" 10"
3'-3"
521 x 10'-4"
593 x 42'-5"
" Out-to-Out Coping Along 2145'-0
" Along Pier 419'-11
10"10" 9 Spa. @ 11" = 8'-3" (521)
Profile Grade
(4 Ea. Fa.) (Typ.)
8 - #5 x 8'-3"
(2 Ea. Fa.) (Typ. Exterior Beams)
" Ø Threaded Insert43
4 - #6 x 4'-0" Threaded Bars in Beams)
(2 Ea. Fa.) (Typ. Interior
4 - #6 x 8'-0" in 1" Ø Hole
& Line "A"
Roadway, Structure,
AASHTO Type II (Typ.)
Prestressed Concrete I-Beam
B
B C
C
" = 1'-0"83Scale:
TYPICAL SECTION ALONG OF PIER
SECTION A-A
10 - 521
" = 1'-0"43Scale:
SECTION B-B
1'-3"
2'-6"
8"
Sla
b
3'-6"
5" (Typ.)
521
Pier #2 or #3
Bearing Pad Dimensions)
Expanded Polystyrene (Match
Beams) (Typ.)
#5 x 8'-3" (Between
Beam) (Typ.)
#6 x 8'-0" (Through
5'-0"
Constr. Joint Constr. Joint
Pier
3'-6"
1'-3"
2'-6"
8"
Sla
b
5" (Typ.)
Pier No. 2 or No. 3
Type 2 (Typ.)
Elastomeric Bearing Pad
AASHTO Type II
Prestressed Concrete I-Beam AASHTO Type II
Prestressed Concrete I-Beam
1 - #8 x 1'-6"
" = 1'-0"43Scale:
SECTION C-C
(Typ.)
" Min. Fillet
43
5'-0"
Constr. Joint Constr. Joint
1" Ø Hole (Typ.)
#6 x 8'-0" Through
Pier
Not to Scale
BAR BENDING DETAILS
20'-11"
1'-8"
41'-6"
15 Bars
14 Eq. Spa.
Incr.
"2
11'-4
2'-8"
39'-9"
20'-8"
14 Bars
13 Eq. Spa.
20'-7"
41'-5"
13 Bars
12 Eq. Spa.
2'-7"
12 Bars
11 Eq. Spa.
Incr.
"4
11'-4
22'-2"
39'-5"
20'-3"
22'-3"
21'-9"
Incr.
1'-9"
1'-4"
21'-9"
Incr.
1'-9"
Bonded to Concrete
Back End of Each Keyway,
Bottom, 1" Back Side, and 1"
"21Expanded Polystyrene
Between Beams
3' x 1'-0" Keyway
"416
Height as Bearing Pads)
Expanded Polystyrene (Same
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
4
7
8
6
5
32
1
4
4
Signature Block and PE Seal 8
Notes 7
Bill of Materials 6
Cutting Diagrams
Reinforcing Bar Bending Details and 5
Pour Notes
Pour Diagram with North Arrow and 4
Section Through Beams 3
Section Between Beams 2
Showing Diaphragm Reinforcing
Typical Section along CL of Pier 1
:REQUIRED ELEMENTS
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Views and Sections:
of Materials should be separated by phase.
When the construction is to be phased, Bills
drawn to approximate proportions.
to scale. However, they should be
Bar bending diagrams are not shown
of bar, rounded to nearest 1 in.
Show bar mark and total length
detailing reinforcing steel.
See IDM 405-2.0 for guidance regarding
Dimensions and Text Callouts: 12 Pt Text
Bar Mark Title: 14 Pt Text
Title: 18 Pt Text
Typ. All Bar Bending Diagrams:
PURPOSE:
The purpose of this Railing Details sheet is to show physical dimensions, reinforcing, and pertinent information necessary for the contractor to construct the bridge railing and bridge railing transitions.
Bridge Railing Transition 124'-1 ½" Out-to-Out Bridge Railing Transition
0 Type TFC Concrete Bridge Railing Type FC Type TFC
r
A
/�BentNo. 1
/�Pier No. 2
/�Pier No. 3 ��Bent No. 4
' ' , , I I I
" " " " 0 0 0 0 0 n """""" " " " "
I I I I I I I I I , I , , I , I
I I
I I I I I
�A I I
I I I When the construction is to be phased, Bills
:;: < "' <I" 0
<I"
0 N
�
g a:
I , I I I
II I
I I I I I I
I , I I I
I I I
I , I I I
II I
20°0'0" Rt. Skew -
1--.!
,
I I I I I
'
I , I ,
,
I , I ,
I ,
I ,
I , I I I
II I
I ' I I I I
I , I I I
I I I
I , I I I
II I
I ' I
of Materials should be separated by phase.
------------------------------ I f I I --t- -------------------- ----- J_ t t � Structure & Line "A" --- --------------------- ---t- ------------------------------
� � � � �����"' Bridge Railing Transition
Type TFC
I I I I
I I I I I I I I
I I
II I
I ' I I I I
I , I I I
I I I
I ,
I ,
I
,
I , I I , I I I
I I
II I
I ' I I I I
I , I I I
, , ,
I
I I ' ,
I I , ,
, , , ,,
I
124'-1 ½" Out-to-Out Concrete Bridge Railing Type FC
CD RAILING PLANScale: ½" = l '-0"
I I I I I I I I
I I , I
I I I
II I
I ' I I I I
I , I I I
I I I
I , I I I
II I
I ' I I I I
I I I I JI
,,
I
Bridge Railing TransitionType TFC
CD ··����� � � � �
Concrete Bridge Railing Transition Type TFC 124'-1½" Out-to-Out Concrete Bridge Railing Transition Type TFC
Guardrail Transition Type TGB 2"(By Others)
� 8 - #5 X 33'-6"(4 Ea. Fa.)
. 11 11 11 11 11 11
I - 186 - 571. 372 - 572.
11-611
2" 9" 2" 5"/
Barrier Delineator �
' ' @ 40 ft Max. Spa.I I /
• •
��/ 0 572@ 8"' �t-N ' II
• �- ..... 2" Cl. .....
[n '.....@ (Typ.) .
1 CJ>'
Typ. All Views and Sections: "' N C.
Section Title: 18 Pt Text <fl
M
Section Sub-Title: 14 Pt Text
\ Dimensions and Text Callouts: 12 Pt Text
� i,,,, i'-..
::-V #5 X 33'-6"(Typ.) ___/
' \
� __ / \·/
571@8" ,•
/
Construction Joint _/Type A
. •
0 SECTION A-A Scale: l" = l'-0"
.. DOTW1se\Documents\Standards\Wor1<1ng Drawings\Structural\WCh1les\Sample Plan Sheets\Bndge Proiec t\0001250\Des1gn\MS\Sht Railing Details wc.dgn
Concrete Bridge Railing Type FC185 Spa. @ 8" Max. = 123'-9½"
- 8 - #5 X 33'-6"571,572
� 8 - #5 X 33'-6"
IA
(4 Ea. Fa.) 2'-7" Min. Lap (4 Ea. Fa.)(Typ.)
�A 0 ELEVATI�!
e� :,?=A�iAY SIDE
� 8 - #5 X 33'-6"(4 Ea. Fa.)
6"
/-
,:i 1
"s1 �4 �
b � ..... ' .....
I • l'-0" • I • l'-0"
571 X 5'-6"
.
2"
I.
Bar bending diagrams are not shownto scale. However, they should be drawn to approximate proportions .
• I F 21-511
572 X 3'-Q"
.
.1
0 BAR BENDING DETAILS Not to Scale
Show bar mark and total length Typ. All Bar Bending Diagrams:of bar, rounded to nearest 1 in. Title: 18 Pt Text Bar Mark Title: 14 Pt Text Dimensions and Text Callouts: 12 Pt Text
Guardrail Transition Type TGB(By Others)
11 11 11 11 11 11 I
0 See IDM 405-2.0 for guidance regardingdetailing reinforcing steel.
Title Block Text: Labels: 10 pt Text Signature: 12 pt Text
\\\\11!/Jt//
,,\,, 1,,, ,, ,,,,, /,,
2 .... ,....
.,..,� - -- --- PE SEAL
,,_ ....... .;: ,, ,, ,, ' ,,,,, \\,,, I I I J/ 111 \ \ 11 \
----
INDIANA Elfjtiree,- of Re-eord RECOMMENDED
DEPARTMENT OF TRANSPORTATION FOR APPROVAL MM/DD/YYDESIGN ENGINEER DATE
DESIGNED: ABC 03/2013 DRAWN:PQR 03/2013RAILING DETAILS
CHECKED: BCD 04/2013 CHECKED: RST 04/2013
BILL OF MATERIALS BRIDGE RAILING
EPOXY-COATED REINFORCING BARS SIZE & NO.OF LENGTH WEIGHT MARK BARS (FT - IN.) (LB) 571E 372 5 1 - 6'1
572E 744 31 - 0•1
#SE 64 33' - 6"Total #5 6698
Total from Railing Transition Type TFC (551 Lbs x 4) 2204
Total Epoxy-Coated Reinforcing Bars 8902
CONCRETE 23.7 CysRailing Type FC
Total Concrete, Class C 28.5 Cys
MISCELLANEOUS Barrier Delineators 12 EaConcrete Bridge Railing Transition Type TFC 4 EaSurface Seal
1.2.
3.
4.
400 Sft
REQUIRED ELEMENTS:
CD Railing Plan
0 North Arrow
0 Elevation(s) showing Dimensions and Reinforcing for Bridge Railing and Bridge Railing Transitions
0 Section(s) Showing Dimensions andReinforcing
0 Reinforcing Bar Bending Details
0 Bill of Materials
0 Notes
® Signature Block and PE Seal
0 NOTES
All reinforcing bars shall be epoxy-coated. For Reinforcing Bar Notes, see Standard Drawing E 703-BRST-01. For details of Concrete Bridge Railing Transition, TypeTFC, see Standard Drawings E 706-TTFC-01 through-03. For additional details of Concrete Bridge Railing, TypeFC, see Standard Drawings E 706-BRSF-01 and -03.
SCALE BRIDGE FILE AS NOTED 057-14-000000
DESIGNATION9999999
DRAWING SHEETC12 of C14 19 of 31
CONTRACT PROJECTB-99999 9999999
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
20 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SCALE
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Screed wc.dgn
slab and coping.
elevations for setting forms in order to place the floor
The purpose of this Screed Details sheet is to provide
:PURPOSE
SCREEDS
SHEET
of
DRAWING
C13 C14
4:2
0 P
M
2/2
8/2
014
Plot:
For General Notes, see Drawing C2.5.
allowance for concrete dead load deflections.
Screed elevations as shown in the table include an 4.
above operations are completed.
No concrete in the floor slab shall be poured until the 3.
Do not set screed forms by leveling.2.
in what order the concrete is poured.
dimensions remain constant regardless of how much or
setting screed forms above these points. These
and use the resulting dimensions as the height for
Subtract these elevations from the tabulated elevations
on top of beams. Enter these elevations in the table.
After beams are set, take elevations at all screed points 1.
PROCEDURE AND NOTES
Slope 2%Slope 2%
Profile Grade
42'-4" Out to Out Coping
39'-4" Clear Roadway
9'-4"2'-6" 9'-4" 9'-4" 9'-4" 2'-6"
Screed Line "A" Screed Line "E" Screed Line "G"
Screed Line "F"
Screed Line "D"Screed Line "C"Screed Line "B"
" = 1'-0"163Scale:
TYPICAL SECTION
4 Spa. @ 10'-0" = 40'-0"" = 37'-2"214 Spa. @ 9'-3 2'-2" 2'-2"
44'-4"
" = 37'-2"214 Spa. @ 9'-3
Bent No. 1
Brg.
SPAN A SPAN B SPAN C
Brg. Brg. Brg. Brg.
No. 4
Brg. Bent
Pier No. 3 Pier No. 2
0.1"
0.2"
0.1"
0.1"
0.3"
0.4"
0.3" 0.1"
0.1"
0.2"
0.1"
Scale: Not to Scale
CONCRETE DEAD LOAD DEFLECTION DIAGRAM
Screed "A"
Screed "B"
Screed "C"
Screed "D"
Screed "E"
Screed "F"
Screed "G"
1 2 3 4 5
6
78 10 11
12
1314 15 16 179
Beam No. 4
Beam No. 5
Beam No. 3
Beam No. 2
Beam No. 1
"219'-3 "2
19'-3 "219'-3
10"
10"
"219'-31'-1" 10'-0" 10'-0" 10'-0" 10'-0"
10"
10"
"219'-3 "2
19'-3 "219'-3 "2
19'-3 1'-1"
42'-4"
2'-6"
9'-4"
9'-4"
9'-4"
9'-4"
2'-6"
No. 1
Bent No. 2
Pier
Brg.
Brg. Brg.
No. 3
Pier
Brg. No. 4
Bent
2'-2" 2'-2"
Grade
Profile
" = 1'-0"81Scale:
PLAN OF SCREEDS
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
6
7
2
Signature Block and PE Seal 7
Procedure and Notes 6
Diagram
Concrete Dead Load Deflection 5
Table of Screed Elevations 4
Transverse Section 3
North Arrow 2
Plan 1
:REQUIRED ELEMENTS
1
3
5
4
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Views and Sections:
and development of the diagram.
computation of slab dead-load deflections
405-3.02 for information related to IDM See
development of the Plan of Screeds.
to determination of screed elevations and
404-2.02(01) for information related IDM See
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
AS NOTED
B-99999 9999999
9999999
057-14-000000
21 31
MM/DD/YY
ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
SCALE
APPROACH SLAB DETAILS
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Approach Slab Details_01 wc.dgn
the bridge approach slab.
necessary dimensions and reinforcing details needed to construct
The purpose of this Approach Slab Details sheet is to provide all
:PURPOSE
SHEET
of
DRAWING
C14 C14
RCBA shall be surface sealed.5.
epoxy-coated.
All reinforcing bars in approach slab shall be 4.
E 703-BRST-01.
For Reinforcing Bar Notes, see Standard Drawing 3.
approach slab thickness of 12".
Drawing E 609-TBAE-01. Thickness shall match
For details of RCBA Extension for TFC, see Standard 2.
For General Notes, see Drawing C2.1.
NOTES
11:0
0 A
M
3/7/2
014
Plot:
20'-6"
20'-6"
39'-4"
2"
3"
2"
31 - #5 x 39'-0"
30 Spa. @ 8" = 20'-0"
20 - 581
19 Spa @ 8" = 12'-8"
8"
2'-0" Min. Lap
2"
11 - #5 x 39'-0"
10 Spa. @ 2'-0" = 20'-0"
1'-6"
2'-0" Min. Lap
79 - 591
4"
3"
2"
2"
2"
Bridge Railing Transition
RCBA Extension for TFC
20° Rt. Skew
Bridge Railing Transition
RCBA Extension for TFC
Bridge Railing Transition
RCBA Extension for TFC
Bridge Railing Transition
RCBA Extension for TFC
30 - #5 x 27'-3"
30 - #5 x 20'-2" 29 - 582 78 - 583
#5
6 Spa. @ 2'-0" = 12'-0"
29 - 582
6"
2'-0" Min. Lap
#5
29 S
pa.
@ 8"
= 1
9'-4"
#5
29 S
pa.
@ 8"
= 1
9'-4"
8"
8"
582
28 S
pa.
@ 8"
= 1
8'-8"
582
28 S
pa.
@ 8"
= 1
8'-8"
Roadway
Structure &
" = 1'-0"41Scale:
PLAN SHOWING TOP REINFORCEMENT
APPROACH SLAB AT END BENT NO. 1
" = 1'-0"41Scale:
PLAN SHOWING BOTTOM REINFORCEMENT
APPROACH SLAB AT END BENT NO. 4
34'-10"
34'-10"
20'-2"
591 x 20'-9"
(1 Bar Cuts 2)
581 x 40'-3"
(1 Bar Cuts 2)
582 x 11'-3"
(1 Bar Cuts 2)
583 x 18'-6"
Bridge Deck
" = 1'-0"21Scale:
SECTION THROUGH APPROACH
(Typ.)
2'-0"
1'-0"
(Typ.)
8"#5 @ 8" #5 (Typ.)
Subbase
Graded
6" Dense
#5 @ 6"
2'-0"
Sleeper Slab
8'-0"
Terminal JointPavementApproach
2'-0"
2'-2"
2"
Max.45°
Polystyrene
" x 4" Expanded21
Superstructure)
(Billed with
Threaded Tie-Bar Assy.
#5 x 6'-0" Epoxy-Coated
6" Polystyrene
" x 2" Expanded21
Type I-A
Construction Joint
1 - #5 x 2'-3"
1 - #5 x 7'-9"
1 - #5 x 13'-3"
1 - #5 x 18'-9"
1 - #5 x 24'-3"
1 - #5 x 29'-9"
1 - #5 x 35'-3"
583
77 S
pa.
@ 6"
= 3
8'-6"
591
78 S
pa.
@ 6"
= 3
9'-0"
Not to Scale
BAR BENDING DETAILS
2'-9"
37'-6"
19'-3"
10 Bars
9 Eq. Spa.
2'-3"
2'-3"
29 Bars
28 Eq. Spa.
9'-0"
9'-0"
Incr."
87
2
2'-4"
9'-4"
39 Bars
38 Eq. Spa.
Incr."
81
2
16'-2"
21'-0"
Incr.
1'-10"
9'-2"
591 @ 6"
3'-0" 3'-0"
2" Cl.
3"
Cl.
2"
Cl.
2" Cl.
Backfill
for End Bent
Aggregate
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
1
6
7
5
Signature Block and PE Seal 7
Notes 6
Bill of Materials 5
Cutting Diagrams
Reinforcing Bar Bending Details and 4
Section 3
Approach Slab Plan 2
North Arrow 1
:REQUIRED ELEMENTS
4
3
2 2
1
Dimensions and Text Callouts: 12 Pt Text
Section Sub-Title: 14 Pt Text
Section Title: 18 Pt Text
Typ. All Views and Sections:
of Materials should be separated by phase.
When the construction is to be phased, Bills
drawn to approximate proportions.
to scale. However, they should be
Bar bending diagrams are not shown
of bar, rounded to nearest 1 in.
Show bar mark and total length
detailing reinforcing steel.
See IDM 405-2.0 for guidance regarding
Dimensions and Text Callouts: 12 Pt Text
Bar Mark Title: 14 Pt Text
Title: 18 Pt Text
Typ. All Bar Bending Diagrams:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILESCALE
MM/DD/YY
DEPARTMENT OF TRANSPORTATION
INDIANA
B-99999 9999999
9999999
057-14-000000
22 31ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
BRIDGE SUMMARY
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Bridge Summary wc.dgn
superstructure, substructure elements, and approach structure for the bridge.
The purpose of this Bridge Summary sheet is to summarize quantities by
:PURPOSE
N/A
SHEET
11:2
6 A
M
3/7/2
014
Plot:
Signature Block and PE Seal 2
Summary of Bridge Quantities Table 1
:REQUIRED ELEMENTS
3
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
1
Table Data: 12 Pt Text
Table Title: Text Height = 0.25"
Typ. Table:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILESCALE
MM/DD/YY
DEPARTMENT OF TRANSPORTATION
INDIANA
B-99999 9999999
9999999
057-14-000000
23 31ABC 03/2013 PQR 03/2013
BCD 04/2013 RST 04/2013
Engineer of Record
PE SEAL
ROAD SUMMARY
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Road Summary wc.dgn
for the project in addition to the bridge structure itself.
The purpose of this Road Summary sheet is to summarize quantities
:PURPOSE
N/A
SHEET
9:4
8 A
M
3/1
1/2
014
Plot:
Signature Block and PE Seal 9
Mailbox Approaches, If Needed 8
Underdrain Table, If Needed 7
R/W Marker Table 6
Monument Table 5
Guardrail Summary Table 4
Table
Permanent Erosion Control Summary 3
Structure Data Table 2
Table
Pavement Quantities and Approach 1
:REQUIRED ELEMENTS
9
Signature: 12 Pt Text
Labels: 10 Pt Text
Title Block Text:
1
2
3
4
8
7
Table Data: 12 Pt Text
Table Title: Text Height = 0.25"
Typ. Table:
6 5
no related quantities.
be left off of plans for which there are
and typical location only. Tables may
been shown on this sample for format
Note: All road summary tables have
1441+00
120
120 130
130 140
140 150
150
450
455
460
1439+00
120
120 130
130 140
140 150
150
450
455
460
TEMPORARY RUNAROUND BENCHINGMAINLINE
Ac = 7.1 SFT Af = 43.7 SFT
Vc = 19 CYS Vf = 116 CYS
Ac = 57.6 SFT Af = 76.7 SFT
Vc = 102 CYS Vf = 126 CYS
Ab = 26.2 SFT
Vb = 50 CYS
-150
-150 -140
-140 -130
-130 -120
-120 -110
-110 -100
-100 -90
-90 -80
-80 -70
-70 -60
-60 -50
-50 -40
-40 -30
-30 -20
-20 -10
-10 0
0 10
10 20
20 30
30 40
40 50
50 60
60 70
70 80
80 90
90 100
100 110
110
450
455
460
458.61
PG Elev.459.24
Temp. Runaround PG Elev.
STA. 1441+00, LINE "A"
BEGIN PROJECT
1440+50
1440+00
1439+50
TEMPORARY RUNAROUND BENCHINGMAINLINE
TEMPORARY RUNAROUND BENCHINGMAINLINE
TEMPORARY RUNAROUND BENCHINGMAINLINE
TEMPORARY RUNAROUND BENCHINGMAINLINE
Vc = 38 CYS Vf = 45 CYS
Ac = 29.4 SFT
Vc = 27 CYS Vf = 0.0 CYS
Ab = 14.0 SFT
Vb = 13 CYS
Ac = 21.9 SFT
Vf = 10 CYS
Af = 0.0 SFT
Vf = 0 CYS Vb = 0 CYS
Vf = 0 CYS
Af = 0.0 SFT
Ac = 0.0 SFT Af = 0.0 SFT Af = 0.0 SFT
-150
-150 -140
-140 -130
-130 -120
-120 -110
-110 -100
-100 -90
-90 -80
-80 -70
-70 -60
-60 -50
-50 -40
-40 -30
-30 -20
-20 -10
-10 0
0 10
10 20
20 30
30 40
40 50
50 60
60 70
70 80
80 90
90 100
100 110
110
-150
-150 -140
-140 -130
-130 -120
-120 -110
-110 -100
-100 -90
-90 -80
-80 -70
-70 -60
-60 -50
-50 -40
-40 -30
-30 -20
-20 -10
-10 0
0 10
10 20
20 30
30 40
40 50
50 60
60 70
70 80
80 90
90 100
100 110
110 120
120 130
130 140
140 150
150
-150
-150 -140
-140 -130
-130 -120
-120 -110
-110 -100
-100 -90
-90 -80
-80 -70
-70 -60
-60 -50
-50 -40
-40 -30
-30 -20
-20 -10
-10 0
0 10
10 20
20 30
30 40
40 50
50 60
60 70
70 80
80 90
90 100
100 110
110 120
120 130
130 140
140 150
150
-150
-150 -140
-140 -130
-130 -120
-120 -110
-110 -100
-100 -90
-90 -80
-80 -70
-70 -60
-60 -50
-50 -40
-40 -30
-30 -20
-20 -10
-10 0
0 10
10 20
20 30
30 40
40 50
50 60
60 70
70 80
80 90
90 100
100 110
110 120
120 130
130 140
140 150
150
450
455
460
450 450
455455
460 460
450 450
455455
460 460
450 450
455455
460 460
459.26
PG Elev.
458.31
PG Elev.
458.38
PG Elev.
458.46
PG Elev.458.41
Temp. Runaround PG Elev.
Temp. Runaround PG Elev.
Temp. Runaround PG Elev.
Temp. Runaround PG Elev.
Ac = 19.0 SFT Af = 37.3 SFT Af = 0.0 SFT
= Existing
Vc = 20 CYS
Af = 11.2 SFT Ac = 0.0 SFT
Vc = 0 CYS
Ab = 0.0 SFT
= Existing
Ac = 0.0 SFT
Vc = 0 CYS
Af = 0.0 SFT Ac = 0.0 SFT
Vc = 0 CYS Vf = 0 CYS
Ab = 0.0 SFT
Vb = 0 CYS
STA. 1439+00, LINE "TR"
STA. 1439+00, LINE "A"
BEGIN TEMPORARY RUNAROUND
= Existing
Vc = 0 CYS Vf = 0 CYS
Ac = 0.0 SFT
Vc = 0 CYS Vf = 0 CYS
Ab = 0.0 SFT
Vb = 0 CYS
STA. 1440+50, LINE "A"
BEGIN INCIDENTAL CONSTRUCTION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
LINE "A"
CROSS SECTIONS
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
1" = 10'
B-99999 9999999
9999999
057-14-000000
24 31ABC
BCD
03/2013
04/2013
PQR
RST
03/2013
04/2013
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Xsec_50_01 wc.dgn
calculations and all supporting information.
The purpose of these Cross Sections sheets is to provide earthwork
:PURPOSE
HORIZONTAL SCALE
1" = 10'
VERTICAL SCALE
SHEET
4:3
6 P
M
3/4/2
014
Plot:
8
1
2
5 5 6
Labels: 10 Pt Text
Title Block Text:
7
7
7
Title Block 8
Begin and End Structure
Construction
Begin and End Incidental
Begin and End Project
Begin and End Temporary Runaround
Label Stations for: 7
Benching Areas and Volumes 6
Earthwork Areas and Volumes 5
Needed
Approaches and Drives, When 4
Mainline Drainage Structures 3
Profile-Grade Elevations 2
on Existing Cross Sections
Templates of Typical Sections Placed 1
:REQUIRED ELEMENTS
Dimensions and Text Callouts: 12 Pt Text
Grid Axis Labels: 12 Pt Text
Cross Section Station: 18 Pt Text
Typ. All Cross Sections:
Table Data: 12 Pt Text
Table Title: 14 Pt Text
Typ. Earthwork Tables:
1443+00
1442+50
1442+00
1441+50
MAINLINE BENCHINGTEMPORARY RUNAROUND
TEMPORARY RUNAROUND BENCHINGMAINLINE
TEMPORARY RUNAROUND BENCHINGMAINLINE
TEMPORARY RUNAROUND BENCHINGMAINLINE
Ac = 0.0 SFT Af = 152.6 SFT
Vc = 0 CYS Vf = 262 CYS
Ac = 92.4 SFT Af = 261.4 SFT
Vc = 155 CYS Vf = 384 CYS
Ab = 61.0 SFT
Vb = 102 CYS
Ac = 0.0 SFT Af = 130.6 SFT
Vc = 24 CYS Vf = 97 CYS
Ac = 74.8 SFT Af = 153.1 SFT
Vc = 258 CYS Vf = 142 CYS
Ab = 48.9 SFT
Vb = 49 CYS
Ac = 32.9 SFT
Vc = 4 CYS Vf = 0 CYS
Af = 0.0 SFT Ac = 273.6 SFT Af = 38.2 SFT
Vc = 31 CYS Vf = 4 CYS
Ab = 17.3 SFT
Vb = 2 CYS
Ac = 41.5 SFT
Vc = 51 CYS Vf = 46 CYS
Ac = 286.8 SFT Af = 36.0 SFT
Vc = 364 CYS Vf = 119 CYS
Ab = 16.9 SFT
Vb = 45 CYS
40 50 60 70 80 90 100 110 120 130 140 150-60 -50 -40 -30 -20 -10 0 10 20 30-120 -110 -100 -90 -80 -70-150 -140 -130
450
455
460
465-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
450
455
460
465
461.22PG Elev.458.78
-150
-150 -140
-140 -130
-130 -120
-120 -110
-110 -100
-100 -90
-90 -80
-80 -70
-70 -60
-60 -50
-50 -40
-40 -30
-30 -20
-20 -10
-10 0
0 10
10 20
20 30
30 40
40 50
50 60
60 70
70 80
80 90
90 100
100 110
110 120
120 130
130 140
140 150
150
-150
-150 -140
-140 -130
-130 -120
-120 -110
-110 -100
-100 -90
-90 -80
-80 -70
-70 -60
-60 -50
-50 -40
-40 -30
-30 -20
-20 -10
-10 0
0 10
10 20
20 30
30 40
40 50
50 60
60 70
70 80
80 90
90 100
100 110
110 120
120 130
130 140
140 150
150
-150
-150 -140
-140 -130
-130 -120
-120 -110
-110 -100
-100 -90
-90 -80
-80 -70
-70 -60
-60 -50
-50 -40
-40 -30
-30 -20
-20 -10
-10 0
0 10
10 20
20 30
30 40
40 50
50 60
60 70
70 80
80 90
90 100
100 110
110 120
120 130
130 140
140 150
150
450 450
455455
460 460
450 450
455455
460 460
450 450
455455
460 460
465465
458.69 PG Elev.459.89
458.70 PG Elev.459.93
458.76 PG Elev.460.46
Temp. Runaround PG Elev.
Temp. Runaround PG Elev.
Temp. Runaround PG Elev.
Temp. Runaround PG Elev.
Af = 0.0 SFT
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DEPARTMENT OF TRANSPORTATION
INDIANA
LINE "A"
CROSS SECTIONS
Temporary Sheet Piling
CONTRACT
DESIGNATION
of
PROJECT
BRIDGE FILE
1" = 10'
B-99999 9999999
9999999
057-14-000000
25 31ABC
BCD
03/2013
04/2013
PQR
RST
03/2013
04/2013
DOTWise\Documents\Standards\Working Drawings\Structural\WChiles\Sample Plan Sheets\Bridge Project\0001250\Design\MS\Sht Xsec_50_02 wc.dgn
calculations and all supporting information.
The purpose of these Cross Sections sheets is to provide earthwork
:PURPOSE
HORIZONTAL SCALE
1" = 10'
VERTICAL SCALE
SHEET
Temporary Sheet Piling
4:3
8 P
M
3/4/2
014
Plot:
8
1
2
5 5 6
Labels: 10 Pt Text
Title Block Text:
2
Title Block 8
Begin and End Structure
Construction
Begin and End Incidental
Begin and End Project
Begin and End Temporary Runaround
Label Stations for: 7
Benching Areas and Volumes 6
Earthwork Areas and Volumes 5
Needed
Approaches and Drives, When 4
Mainline Drainage Structures 3
Profile-Grade Elevations 2
on Existing Cross Sections
Templates of Typical Sections Placed 1
:REQUIRED ELEMENTS
Dimensions and Text Callouts: 12 Pt Text
Grid Axis Labels: 12 Pt Text
Cross Section Station: 18 Pt Text
Typ. All Cross Sections:
Table Data: 12 Pt Text
Table Title: 14 Pt Text
Typ. Earthwork Tables: