CB2102 Project Plans.pdf
PDF 3 MB Posted
- Solicitation number
- S-C01510-00012592
- Issued by
- Lake County, Oregon
About this file
This is a set of detailed engineering design and construction plans from the Linn County Road Department for the Owl Creek Bridge Replacement Project (CB2102) located on Peoria Road in Linn County, Oregon. The project involves replacing the existing bridge (Linn County Bridge No. 0002-0306/ODOT Bridge No. 24336) with a new 55-foot long precast/prestressed concrete slab bridge, including approach work, guardrails, and related improvements. The project location is at coordinates 44°31'45.55"N, 123°12'10.06"W with an overall project length of 0.08 miles. The plans, dated February 2025, include detailed specifications for traffic control, typical sections, plan and profile views, erosion control, signing and striping, stormwater drainage, and complete bridge structural details.
The bridge design incorporates nine 26-inch precast/prestressed concrete slabs spanning between concrete bent caps supported on steel pipe piles. The roadway section includes two 12-foot travel lanes with 4-foot-8-inch shoulders and Type F concrete rails. Key components include PP12.75 x 0.375 steel pipe piles driven to specified resistances of 465 kips and 450 kips at Bents 1 and 2 respectively, waterproofing membrane, 2-inch asphalt concrete pavement wearing surface, and Midwest Guardrail System transitions. The project includes a specified detour route of 2.5 miles utilizing Tangent Drive SW and Harvest Drive SW during construction.
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DR.
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TANGENT
P.R. 3400
W H
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LINN AVE.
PRIMROSE RD
MEADOWLARK DR.
WHITE PINE RD.
SHADY OAK DR.
BECKER DR.
IS
LA
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P.R. 3103
CARROL DR
W
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P.R. 3114
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TERRA DR
SOUTH TERRA DR
BETA DR.
DR.
SUNRISE ST
TOQUA AVE
VELLE ST
32nd ST & OWL PL
LA
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TIMBERLINE
DR. PR 3115
WALCOTT RD
NO NAME RD
P.R. 3106
FREEMAN LN
R D
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TANGENT
OAKVILLE
TANGENT
CHURCH DR.
Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules
N
O ATTENTION:
BRIDGES AND ROADWAYS
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
LINN COUNTY BRIDGE NO. 0002-0306
ODOT BRIDGE NO. 24336
FEBRUARY 2025
PROJECT LOCATION
OVERALL PROJECT LENGTH: 0.08 MILES
SITE
Benton County
RIVER
PROJECT
44°31.45.55" N 123°12'10.06" W
76365
OREGON
Expires: 12/31/26
K
P ro je ct s
C u rr e n t\
B R
-0
O w l C re e k (P e o ri a
R o a d B ri d g e \K
M G
\A C
A D
\0
-0
D e si g n .d w g
/1
/2
:1
A
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SCALE: None SHEET 01
TITLE SHEET1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copies of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503) 232-1987.)
Digitally signed by Daineal Malone Date: 2025.01.14 08:47:05-08'00'
SHEET NO. TITLE
RD-01 TRAFFIC CONTROL PLAN
RD-02 TYPICAL SECTIONS AND SUPERELEVATION DIAGRAM
RD-03 PLAN AND PROFILE
RD-04 EROSION CONTROL PLAN
RD-05 SIGNING AND STRIPING PLAN
PLAN AND ELEVATION
FOUNDATION DATA SHEET
FOUNDATION PLAN AND DETAILS
TYPICAL SECTION AND DECK PLAN
SLAB DETAILS
WINGWALL DETAILS
SHEET INDEX
AC
ACP
A.D.
ASTM
BP
BRG
BT
BH
BTM
BVCE
BVCS
CJP
C.G.
CL
CTR
DIA
EA
ELEV/EL
EOP
EP
EVCE
EVCX
EXTG/EX
FHWA
IE
I.F.
K
ASPHALT CONCRETE
ASPHALT CONCRETE PAVEMENT
ALGEBRAIC DIFFERENCE
AMERICAN SOCIETY OF TESTING MATERIALS
BEGINNING OF PROJECT
BEARING
BENT
BORE HOLE
BOTTOM
BEGIN VERTICAL CURVE ELEVATION
BEGIN VERTICAL CURVE STATION
COMPLETE JOINT PENETRATION
CENTER OF GRAVITY
CENTERLINE
CENTER
DIAMETER
EACH
ELEVATION
EDGE OF PAVEMENT
END OF PROJECT
END VERTICAL CURVE ELEVATION
END VERTICAL CURVE STATION
EXISTING
FEDERAL HIGHWAY ADMINISTRATION
INVERT ELEVATION
INSIDE FACE
LENGTH OF CURVE/DIFFERENCE IN GRADE
LT
LRFD
LS
M.I.
MIN
MUTCD
NOM
OD
ODOT
O.F.
OHW
PC
PI
PP
P/S
PT
PVI
QPL
R
RT
SHLD
SHT
SL
STA
STD
T
TYP
VC
VERT
LEFT
LOAD AND RESISTANCE FACTOR DESIGN
LUMP SUM
MALLEABLE IRON
MINIMUM
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
NOMINAL
OUTSIDE DIAMETER
OREGON DEPARTMENT OF TRANSPORTATION
OUTSIDE FACE
ORDINARY HIGH WATER
POINT OF CURVE
POINT OF INTERSECTION
PIPE PILE
PRESTRESS/PRESTRESSED
POINT OF TANGENT
POINT OF VERTICAL INTERSECTION
QUALIFIED PRODUCTS LIST
RADIUS
RIGHT
SHOULDER
SHEET
SLOPE
STATION
STANDARD
TANGENT DISTANCE
TYPICAL
VERTICAL CURVE
VERTICAL
AASHTO
AMERICAN ASSOCIATION OF STATE HIGHWAY
TRANSPORTATION OFFICIALS
ABBREVIATION LEGEND
NOTES:
1. TAXLOT LINES AND INFORMATION, AND EXISTING STRUCTURES ARE SHOWN FOR
REFERENCE PURPOSES ONLY.
2. PROTECT ALL SURVEY MONUMENTS AND PROPERTY PINS.
3. UNLESS OTHERWISE NOTED OR ORDERED BY THE ENGINEER, CLEAR AND GRUB
TO THE TOE OF THE CONSTRUCTION FILL.
4. UNLESS OTHERWISE NOTED OR ORDERED BY THE ENGINEER: CUT, DECK, AND
PLACE ALL TREES 10 INCHES OR LARGER IN DIAMETER AT A LOCATION SELECTED
BY THE RESPECTIVE PROPERTY OWNER. THE TREE SYMBOLS SHOWN DO NOT
REPRESENT ACTUAL TREES OR QUANTITIES. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VISIT THE SITE PRIOR TO PLACING A BID IN ORDER TO
DETERMINE THE EXACT SIZE AND QUANTITIES OF THE TREES AND OTHER
MATERIALS THAT WILL NEED TO BE CLEARED AND GRUBBED.
ROW ROW RIGHT OF WAY
CENTERLINE
EXISTING EDGE OF PAVEMENT
EXISTING SHOULDER
OHP OHP EXISTING OVERHEAD POWER LINE
TEL TEL EXISTING TELEPHONE LINE
GAS GAS EXISTING GAS LINE
EXISTING DRIVEWAY
EXISTING FENCE
EXISTING GUARDRAIL
EXISTING TOP OF BANK
EXISTING STREAM
CONSTRUCTION CENTERLINE
EDGE OF PAVEMENT
SHOULDER
CURB
DITCH
SAWCUT LINE
TOE OF CONSTRUCTION FILL
X X X X SUBGRADE GEOTEXTILE
CONTOUR
EXISTING VEGETATION TO BE REMOVED
EXISTING VEGETATION TO REMAIN
EXISTING SURVEY MONUMENT
EXISTING SURVEY CONTROL
EXISTING SIGN AND POST
EXISTING UTILITY POLE AND GUY
EXISTING TELEPHONE PEDESTAL
EXISTING STRUCTURE
CONCRETE
LEGEND
BENT 1 PLAN AND ELEVATION
BENT DETAILS
BR-01
BR-03
BR-04
BR-05
BR-06
BR-07
BR-08
BR-09
01 TITLE SHEET
SHEET INDEX, LEGEND, NOTES, STANDARD
DRAWINGS & ABBREVIATIONS
GENERAL NOTESBR-02
EROSION CONTROL
RD1030 Sediment Barrier Type 2, 3 and 4
PERMANENT SIGNING
TM200 Sign Installation Details TM201 Miscellaneous Sign Placement Details
PAVEMENT MARKINGS
TM500 Pavement Marking Standard Detail Blocks
SIGN, ILLUMINATION AND SIGNAL SUPPORT STRUCTURES
TM676 Sign Attachments TM681 Perforated Steel Square Tube (PSST) Sign Support Installation TM687 Perforated Steel Square Tube (PSST) Anchor Foundation
TEMPORARY TRAFFIC CONTROL
TM821 Temporary Sign Supports TM822 Temporary Sign Supports
ODOT STANDARD DETAIL NUMBERS:
EMBANKMENTS/CUTS
DET2100 Standard Embankment Construction DET2101 Sliver Fill Benching Details
RD-06 STORMWATER DRAINAGE PLAN
ODOT STANDARD DRAWING NUMBERS:
BRIDGE
BR165 Bridge Approach Slab BR200 Type "F" Concrete Rail BR203 Transition Type "F" Concrete Rail to Guardrail BR420 26" Precast Prestressed Slab BR445 Precast Prestressed Boxes and Slabs Details
MISCELLANEOUS
RD100 Mailbox Support
GUARDRAIL
RD402 Midwest Guardrail System Types RD404 Midwest Guardrail System Steel Post and Block RD406 Placement of Guardrails on Slopes RD409 Thrie Beam Guardrail RD410 Thrie Beam Guardrail Transition RD416 Midwest Guardrail System Standard Hardware (Nuts, Bolts, Washers and Misc.)
RD417 Midwest Guardrail System End Sections RD420 Midwest Guardrail System Non-Flared Energy-Absorbing Terminal RD442 Midwest Guardrail System Typical Layout at Bridge Ends RD481 Midwest Guardrail System Height Conversion
GUARDRAIL
X X X X X NO WORK ZONE FENCING
EXISTING TAX LOT LINE
WETLAND BOUNDARY
ASPHALT CONCRETE PAVEMENT (ACP)
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
K
P ro je ct s
C u rr e n t\
B R
-0
O w l C re e k (P e o ri a
R o a d B ri d g e \K
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SCALE: None SHEET 02
SHEET INDEX, LEGEND, NOTES,
STANDARD DRAWINGS &
ABBREVIATIONS
1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
Digitally signed by Kevin M. Groom Date: 2025.01.13 11:30:47-08'00'
Tangent Dr SW
Harvest Dr SW
O a k vi lle R d N
Peoria R d
O wl C re ek
Muddy Creek
Detour Route
Length of Detour = 2.5 miles
DETOUR
48" x 18" M4-10R
DETOUR
48" x 18" M4-10L
PEORIA RD DETOUR
48" x 18" M4-10R
PEORIA RD
DETOUR
48" x 18" M4-10L
PEORIA RD
PEORIA RD
DETOUR
AHEAD
36" x 36" W20-2
ROAD
CLOSED
1000 FT
36" x 36"
W20-3ROAD
CLOSED
500 FT
36" x 36" W20-3
DETOUR
AHEAD
36" x 36" W20-2
ROAD
CLOSED
500 FT
36" x 36" W20-3
ROAD
CLOSED
1000 FT
36" x 36" W20-3 typ
PEORIA ROAD
CLOSED TO
THRU TRAFFIC
PEORIA ROAD
CLOSED TO
THRU TRAFFIC
DETOUR
48" x 18" M4-10L
PEORIA ROAD
CLOSED TO
THRU TRAFFIC
SOUTHBOUND
PEORIA ROAD
CLOSED TO
THRU TRAFFIC
NORTHBOUND
DETOUR
48" x 18" M4-10R
DETOUR
48" x 18" M4-10L
Project
DETOUR
48" x 18" M4-10R
24" x 18" M4-8a
END
DETOUR
24" x 18" M4-8a
END
DETOUR
BRIDGE
CLOSED
48" x 30" R11-2
Water filled Jersey type barriers full width of roadway, typ.
DETOUR
DETOUR
30" x 24" M4-9cL
30" x 24" M4-9cR
"PEORIA ROAD
CLOSED TO
THRU TRAFFIC
1 2 ty p
" ty p . ty p
5'-3"
4'-6"
PEORIA RD
"PEORIA ROAD
CLOSED TO
THRU TRAFFIC
1 2 ty p
" ty p . ty p
5'-3"
SOUTHBOUND
"PEORIA ROAD
CLOSED TO
THRU TRAFFIC
1 2 ty p
" ty p . ty p
5'-3"
NORTHBOUND
2 3 4
Notes:
Place water filled Jersey type barricades partial width of road. Barricades to be located at approximate limits of work.
Water filled Jersey type barricade requirements:
· Barricades to extend to the full width of the road minus a 10' opening for residential traffic to use
· Barricades to include flashing warning light
· "BRIDGE OUT" signs 48" x 30" to be placed on front of barricades on each end of the road closure
· Barricades will be water filled (YODOCK Type III Kit in conjunction with Model 2001 or 2001 MB barricade or similar)
· Barricades and signs will meet the current edition of the MUTCD
Retain reasonable and safe access to all residential driveways within the project limits throughout the entire duration of the project.
Install temporary signs per ODOT Standard Drawings TM821 and TM822.
Install Portable Changeable Message Signs (PCMS) approximately 0.25 miles to the north and south of the project at least 14 days prior to the road closure. Refer to 0022.45(b) of the Special Provisions for requirements.
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
K
P ro je ct s
C u rr e n t\
B R
-0
O w l C re e k (P e o ri a
R o a d B ri d g e \K
M G
\A C
A D
\0
-0
D e si g n .d w g
/1
/2
:1
A
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SCALE: no scale SHEET RD-01
TRAFFIC CONTROL PLAN1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
CL - Existing
CL - Construction
Varies
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
12' Travel Lane 12' Travel Lane Varies**Varies* 2'
Grav.
Shld
2'
Grav.
Shld
TYPICAL SECTION
NO SCALE
STA: 2+00.00 TO STA: 3+52.20
STA: 3+52.20 TO STA: 4+48.80 (Structure and bridge approach slabs)
STA: 4+48.80 TO STA: 6+00.00
Paved Shoulder Paved Shoulder
1.5:1 m ax.
1.5:1 max.
*Left Shoulder STA: 2+00.00 to STA: 2+67.50, 4.6' to 6.3' STA 2+67.50 to STA 3+08.90, 6.3' to 5.0' STA 3+08.90 to STA: 3+52.20, 5.0' STA: 4+48.80 to STA: 4+92.10, 5.0' STA 4+92.10 to STA 5+31.30, 5.0' to 6.2' STA 5+31.30 to STA: 6.00.00, 6.2' to 5.0'
**Right Shoulder STA: 2+00.00 to STA: 2+21.00, 2.8' STA 2+21.00 to STA: 3+08.90, 2.8' to 5.0' STA: 3+08.90 to STA: 3+52.20, 5.0' STA:4+48.80 to STA: 4+92.10, 5.0' STA: 4+92.10 to STA: 5+31.30, 5.0' to 6.2' STA: 5+31.30 to STA: 6+00.00, 6.2' to 2.8'
+See Superelevation Diagram this sheet
Slope Varies+
Slope Varies+
1 Asphalt wearing course, Level 3, 12" dense graded ACP, 2" nominal thickness.
2 Asphalt base course, Level 3, 12" dense graded ACP, 4" nominal thickness.
Place in 2" maximum lift thickness.
3 Aggregate base course, 34" - 0, 18" thickness.
4 Subgrade geotextile, extend to edge of gravel shoulder.
5 2'-6" wide filter strip. See Sht RD-06 for details.
SUPERELEVATION DIAGRAM
NO SCALE
0%
+1%
-1%
+2%
+3%
+4%
+5%
-2%
-3%
-4%
-5% 2+00 3+00 4+00 5+00 6+00 eLt = -0.16875(Sta - 2.00)2 + 1.35(Sta -2.00) - 4.70 eRt = 0.25(Sta - 2.00)2 - 2.00(Sta -2.00) + 2.00
Stations given in decimal format (ex. Station 4+25 = 4.25)
Superelevation left (eLt)
Superelevation right (eRt)
0%
+1%
-1%
+2%
+3%
+4%
+5%
-2%
-3%
-4%
-5%
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
K
P ro je ct s
C u rr e n t\
B R
-0
O w l C re e k (P e o ri a
R o a d B ri d g e \K
M G
\A C
A D
\0
-0
D e si g n .d w g
/1
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:1
A
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SCALE: None SHEET RD-02
TYPICAL SECTION AND
SUPERELEVATION DIAGRAM
1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
PEORIA ROAD PROFILE
4+003+002+00 5+00 6+00
Sl = 0.03%Sl = -0.05%
.6
.7
.6
.7
.7
.8
.7
.7
.8
.6
.9
.6
.0
.5
.0
.5
.0
.5
.0
.5
.0
.6
.9
.6
.8
.7
.7
.6
.6
.6
.6
.7
.6
.7
Finish El.
Existing El.
B V
C S
.0
B
V C
E
.6
B V
C S
.0
B
V C
E
.9
B V
C S
.0
B
V C
E
.9
E V
C S
.0
E
V C
E
.6
PVI STA = 2+62.50
PVI ELEV = 230.66
LOW PT STA = 2+12.58
LOW PT ELEV = 230.69
A.D. = 0.477% K = 262.00 L = 125.00
PVI STA = 4+00.00
PVI ELEV = 231.25
HIGH PT STA = 3+98.14
LOW PT ELEV = 231.09
A.D. = 0.880% K = 170.45 L = 150.00
PVI STA = 5+37.50
PVI ELEV = 230.63
LOW PT STA = 5+91.72
LOW PT ELEV = 230.65
A.D. = 0.483% K = 258.85 L = 125.00
Sl = 0.43% Sl = -0.45%
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
N 0°15'26.23" W3
Transition into existing guardrail
A A
C
C
D
D
E
F
F
G
Wetland boundary -no work zone, typ.
BP STA: 2+00
N: 46,926.58 E: 41,697.54 Elev: 230.69
EP STA: 6+00
N: 47,326.58 E: 41,695.78 Elev: 230.65
X
X
X
X
X X
X X
X X
X X X
X X X X X
X
X
X
X X
X
X
X
X X X X X X
X X
X
B
B
3 3I
I
I
Construction limits
Construction limits
Construction limits
H
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
TEL
TEL
TEL TEL TEL TEL TEL
TELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TE
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH
O H
P O
H P
O H
P O
H P
TEL
TEL
TEL TEL
TEL TEL TEL TEL TEL TEL
TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
I
Construction limits
1 Remove existing bridge and construct County Bridge Number 0002-0306 on Peoria Road over Owl Creek. See Bridge Plans for details.
2 Retain and protect existing utilities.
3 Retain and protect existing trees and hedge at
STA: 2+85 LT, STA: 4+32 RT, STA: 4+95 LT, STA: 5+07 LT,
STA: 5+26 LT, and STA: 4+40 to STA: 5+40 RT.
4 Remove existing guardrail from STA: 2+89 to STA 3+89 LT, from STA: 2+20 to STA: 3+89 RT, from STA: 4+11 to STA: 4+49 LT, and from STA: 4+11 to STA: 4+98 RT
5 Remove and protect existing mailboxes at STA: 5+85 LT.
6 Remove existing object marker signs and bridge ID signs near existing bridge corners. Return bridge ID signs to on-site County Inspector.
A Provide full depth vertical sawcut full width of existing pavement at STA: 2+00 and STA: 6+00.
B Install no work-zone fencing from STA: 3+00 to STA: 3+90 LT, and from STA: 3+40 to STA: 3+95 RT.
C Construct roadway section from STA: 2+00 to STA: 3+52 and from STA: 4+48 to STA: 6+00. See Sheet RD-02 for Typical Section.
D Construct 10' asphalt pavement feather at driveway and field accesses at STA: 5+55 RT and STA: 5+70 LT.
E Construct 3' asphalt wingout at STA: 2+40 LT.
F Install thrie-beam terminal connector, guardrail transition, 12.5' of Type 3 guardrail, 12.5' of Type 2A guardrail, and energy absorbing guardrail terminal (Test Level 3) with W = 1' from the end of the bridge rail, per standard drawings
BR203, RD402, RD404, RD406, RD409, RD410, RD416,
RD417, RD420 and RD442. All guardrail to be constructed with 8'-0" long steel posts. All non-steel blocks shall be plastic from the ODOT QPL List.
G Install thrie-beam terminal connector, guardrail transition, 12.5' of Type 3 guardrail, Type 2A guardrail for required length, and 25' Midwest Guardrail System Height Conversion section to tie into existing guardrail near STA: 2+20 per standard drawings BR203, RD402, RD404, RD406, RD409, RD410, RD416, RD417, RD420, RD442 and RD481. All guardrail to be constructed with 8'-0" long steel posts. All non-steel blocks shall be plastic from the ODOT QPL List.
H Install existing mailboxes on 2 new multiple mailbox supports per RD100 at STA: 5+57 LT.
I Construct 2' gravel shoulders from STA: 2+00 to STA: 3+52 LT and RT, and from STA: 4+49 to STA: 6+00 LT and RT.
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
K
P ro je ct s
C u rr e n t\
B R
-0
O w l C re e k (P e o ri a
R o a d B ri d g e \K
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\A C
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\0
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D e si g n .d w g
/1
/2
:1
A
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SCALE: 1" = 40' SHEET RD-03
PLAN AND PROFILE1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
O w l C re e k
SIGNING AND STRIPING PLAN
1" = 30'-0"
NPL
T
T
T*
T*
W
W
T ra v e l
L a n e
T ra v e l
L a n e
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
Sign 1 Type: OM-3L
(12" x 36")
Sign 2 Type: OM-3R
(12" x 36")
Signing Notes:
1. The locations of sign installations shown are approximate with exact locations to be determined in the field.
2. Install signs per ODOT Standard Drawings TM200, TM201, TM676, TM681, TM687 and the Object Marker Sign Detail shown on this sheet.
3. All signs shall meet the requirements of the most current Manual on Uniform Traffic Control Devices (MUTCD).
N T
Install Sign (N) and Support (T)
Legend:
N = Sign Number T = Perforated Steel Square Tube (PSST) T* = Perforated Steel Square Tube (PSST) w/1'-8" extending above sign (N)
" 2
8" dia. through bolt w/washers & nut, typ.
'-8
Bridge ID sign for T* signs, by others
+Extend PSST for T* signs only
OBJECT MARKER SIGN DETAIL
NO SCALE
Guardrail block
Note:
Inside edge of Object Marker to be flush with inside face of rail.
1 Match existing striping
NPL No-Pass Left - 4" yellow lines shown thus (see TM500)
W 4" White line shown thus (see TM500)
Note:
The Contractor is to remove any existing striping or permanent markings that conflict with the new striping or markings.
K
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/1
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:1
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SCALE: as shown SHEET RD-05
SIGNING AND STRIPING PLAN1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW R
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
O w l C re e k
STORMWATER DRAINAGE PLAN
1" = 30'-0"
Flow Direction Permanent Seeding Filter Strip
Install Permanent Seeding per Sheet RD-041
1Wetland boundary - no work zone
Catch lines (construction limits)
Regulated work area (Elev: 217.5)
Install filter strips, see detail this sheet2
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
FILTER STRIP DETAIL
NO SCALE
New roadway
6" min. aggregate base
Jute matting, Type "D"
Water Quality Mixture, 9" depth
2'-6" min. width
Permanent seeding
Existing ground
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SCALE: as shown SHEET RD-06
STORMWATER DRAINAGE PLAN1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
ELEVATION
1" = 10'-0"
CL Bent 1 Sta: 3+73.00
CL Bent 2 Sta: 4+28.00
96'-71 2" pay length rail, ea. side
Existing ground @ CL
Finish grade
E le va ti o n ft
Standard type "F" concrete rail, typ. See BR200 for details
Elevations based on the
NAVD 88 (MSL = 0.00)
PP12.75 x 0.375 steel pipe pile, typ.OHW = 217.5
Standard transition type "F" concrete rail to guardrail, typ. See BR203 for details.
Pin Pin
12'-0" Est. tip El. = 182.0, Bt. 2
El. = 217.0
Existing ground @ 18' lt.
Existing ground @ 18' rt.
Est. tip El. = 194.0, Bt. 1
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
TEL TEL TEL TEL TEL TEL TEL
TEL
TEL TEL TEL TEL TEL
TEL
TEL
TEL TEL TEL TEL TEL
TEL
TEL
TEL
L TEL TEL TEL TEL TEL TEL TEL
TEL
TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P
EL
TEL
TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
N 0°15'26.23" W
PLAN
1" = 10'-0"
CL Bent 1 Sta: 3+73.00
CL Bent 2 Sta: 4+28.00
Std. 20'-4" bridge approach slab, typ.
See BR165 for details.
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
Existing bridge to be removed 10'-0" wingwall, typ.
o u t-o u t
L a n e
R a il
L a n e
Regulated Work Area: El. 217.5
O w l C re e k
9 - 26" prestressed/precast slabs
55'-0" ctr-ctr end bents
S h ld
S h ld
R a il
WILLAMETTE
C A
LA
P O
O
IA
RIVER
C A
L A
P O
O
IA
MUDDY
CREEK
MUDDY
CREEK
LAKE
P eoria Road
Tangent Rd
Harvest Dr SW
LOCATION MAP
NO SCALE
44°31'45.6" N, 123°12'10.1" W
PROJECT
0.43% -0.45%
150' V.C.
PVI Sta: 4+00.00 PVI Elev: 231.25
GRADELINE DIAGRAM
NO SCALE
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
K
P ro je ct s
C u rr e n t\
B R
-0
O w l C re e k (P e o ri a
R o a d B ri d g e \K
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SCALE: as shown SHEET BR-01
PLAN AND ELEVATION1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
General Notes:
All materials and workmanship shall conform to the 2024 Oregon Standard Specifications for Construction, the Project Special Provisions, and the current edition of The General Conditions for Construction for the Linn County Road Department.
Bridge is designed in accordance with the 9th edition of the AASHTO LRFD Bridge Design Specifications with an allowance for the wearing surface shown on the plans, 25 psf for future wearing surface, and all the following live loads:
Service and Strength-I Limit States:
HL-93: Design truck (or trucks per LRFD 3.6.1.3) or the design tandem, and the design lane load
Strength-II Limit State:
ODOT Permit Vehicle Type OR-STP-4E ODOT Permit Vehicle Type OR-STP-5BW
Seismic design is performed in accordance with the "AASHTO LRFD Bridge Design Specifications" ("AASHTO Guide Specifications for LRFD Seismic Bridge Design") as modified by the "ODOT Bridge Design Manual" for 500 and 1000-year criteria. The Horizontal Peak Ground Acceleration Coefficient (PGA) for the 1000 year (No Collapse) return period is 0.36g based on the 2014 USGS Seismic Hazard Maps. The bridge site is defined as a Site Class D with a site factor (Fpga) of 1.33.
Provide all reinforcing steel according to ASTM Specification A706 or ASTM A615, Grade 60. Provide welded or field bent bars according to ASTM Specification A706. Splice reinforcing steel at alternate bars, staggered at lease one splice length or as far as possible, unless shown otherwise. Use the following splice lengths, unless shown otherwise:
*Increase the splice lengths by ALL the applicable percentages:
40% for locations with 12 inches or more of fresh concrete placed below.
30% for areas with more than 50% of bars spliced in one region.
Place reinforcing bars a minimum of 2-inches clear of the nearest face of concrete, unless shown otherwise.
Provide Class 3300 - 1" or 34" concrete for all concrete not otherwise specified.
Provide concrete and prestressing steel in precast prestressed slabs in accordance with detail plans.
Provide bridge rail materials according to the ODOT Standard Drawings referenced.
#3 1'-4"
#4 1'-9"
#5 2'-2"
#6 2'-7"
#7 3'-0"
SPLICE LENGTH (CLASS B)*
#9
3'-10" #10 4'-4"
#11 4'-11"
#14 #18 Not Permitted
Bar Size Uncoated
#8 3'-5"
ODOT PERMIT VEHICLE TYPE OR-STP-4E
NO SCALE
18k 20k 20k 20k 20k 20k 20k 20k20k20k20k20k20k
126'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13Axle No.
12' 5.5' 4.5' 15' 5' 5' 5' 5' 5' 5'43' 16'
ODOT PERMIT VEHICLE TYPE OR-STP-5BW
NO SCALE
12k 24k 24k 24k24k24k24k24k24k
99'-0"
1 2 3 4 5 6 7 8 9Axle No.
18' 4.5' 14' 5' 32' 5' 4.5'16'
Existing ground
Finish ground
Pay limits for structure excavation
Pay limits for granular structure backfill
Pile cap
Wingwall
'-0
'-0
STRUCTURE EXCAVATION AND BACKFILL PAY LIMITS
NO SCALE
PILE CAP WINGWALL
1'-0"1'-0"
1'-0" 1'-0"
CONCRETE FINISH DIAGRAM
NO SCALE
Finish ground
Class 2 surface finish (uncoated), typ.
All surfaces of cast-in-place concrete shall receive a Class 2 surface finish, uncoated, to a minimum of 1'-0" below finish grade.
Cast-in-place concrete, typ.
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
K
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C u rr e n t\
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/1
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SCALE: None SHEET BR-02
GENERAL NOTES1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
Elevations based on the
NAVD 88 (MSL = 0.00)
E le va ti o n fe e t)
E le va ti o n fe e t)
PROFILE
Scale: 1" = 20'
3+00 4+00
5+00
170170
160160
150150
Peoria Road3
BH-2
Sta: 3+72 Offset = 6.7'± Rt.
BH-1
Sta: 4+28 Offset = 6.8'± Lt.
Existing bridge
PLAN
Scale: 1" = 20'
BH-2
11/14/2023 El. 230.7
BH-1
11/13/2023 El. 230.7
140140
O w l C re e k
87/10"
50/5"
SH-1-6
77/11"
50/5.5"
SH-2-7
24 = Standard Penetration Test N value
LEGEND
= Geotechnical Boring (BH)
SH-3-2 = Shelby Tube Sample
50/#" or 87/#" = SPT Test Refusal Length
General Notes:
1. Geotechnical data shown on this drawing are a consolidation of information and/or revision in terminology from the geotechnical boring logs. More detailed subsurface data is available on the boring logs in the geotechnical report. The boring logs and geotechnical report are available upon request for review at the office of the Linn County Road Department. Contractor shall refer to the geotechnical report, boring logs, and information therein.
2. In accordance with ASTM D1586, N-values are reported for an interval of 1-foot except as noted.
3. SPT samples retained using a hammer efficiency of 91%.
4. Refer to ODOT Soil and Rock Classification and Logging - Chapter 5 of the 2023 GDM for a description of the terms used on this sheet.
UNIT DESCRIPTIONS
ASPHALTIC CONCRETE
CRUSHED GRAVEL (GW); grey, moist, dense, ±3 4-inch minus subangular to subrounded gravel, (base rock).
Sandy SILT (ML) and SILT, some clay and sand (ML); brown, blue-grey, and blue-grey to grey, non-plastic to medium plasticity, damp to wet, soft to hard, fine sand, (alluvium).
Silty SAND (SM) and SAND, some silt (SP-SM); brown, blue-grey to grey, and grey, non-plastic to low plasticity silt, moist to wet, very loose to very dense, fine to medium sand, (alluvium).
Silty sandy GRAVEL (GM); brown, blue-grey, and brown and iron-stained, non-plastic to low plasticity silt, moist to wet, loose to very dense, fine to coarse sand, fine to coarse subangular to rounded gravel, (alluvium).
Sandy SILT, some organics (ML); dark brown, grey, and brown and iron-stained, non-plastic to low plasticity, moist to wet, soft to medium stiff, fine sand, organics consist of wood debris and wood fibers, (alluvium).
SILT (ML); brown and light brown to blue-grey, low plasticity, damp, stiff to hard, (alluvium).
Gravelly silty SAND (SM); blue grey to grey, non-plastic to low plasticity silt, moist, very dense, fine to coarse sand, fine subrounded gravel, (alluvium).
CLAY (CH); dark grey, medium to high plasticity, moist, medium stiff, (alluvium).
Sandy clayey SILT (MH); grey to blue-grey, medium to high plasticity, moist, very stiff to hard, fine sand, (alluvium).
K
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D e si g n.
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A M
SCALE: as shown SHEET BR-03
FOUNDATION DATA SHEET
WARNING
If this bar does not measure 1" then drawing is not to scale
W. Nickels
M. McAdamsE-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
Brooke Running
K. Groom
820 N.W. CORNELL AVENUE
CORVALLIS, OREGON 97330
BUS. (541) 757-7645
1/10/20250002-0306
CB2102
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
Foundation Engineering, Inc.
Professional Geotechnical Services
60776PE
OREGON
Expires: 12/31/26
DIGITALLY SIGNED
D ig ita lly sig n e d b y K e v in
M . G ro o m
D a te : 2
.0
.1
:3
:4
-0
'0
N 0°15'26.23" W
O
W
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW RO
PLAN
1" = 10'-0"
CL Bent 1 Sta: 3+73.00
CL Bent 2 Sta: 4+28.00
O w l C re e k p ile s p a ce s t yp t yp o u t-o u t c a p ty p ty p
10'-0" wingwall, typ.
3'-0", typ.
1'-6", typ.
PP12.75 x 0.375 driven steel pipe pile, typ.
CL Roadway = CL Bridge
Below El. 217.50
Area Regulated Work
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
TEL
TEL TEL TEL TEL TEL TEL
TEL
TEL
TEL TEL TEL TEL TEL TEL
TEL
TEL
TEL TEL TEL
TEL
TEL
TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
Abandoned telephone lines t yp
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
Pipe O.D.-wall thickness
4 places
Pipe O .D
. x 1" top plate
(A 36)
Trim pile top plate for welding as shown (4 places)
Cut off pile and grind to provide uniform bearing
Steel pipe pile
STEEL PIPE PILE DETAILS
NO SCALE
CJP
Backing bar
Steel pipe pile t o e n d o f p ile
PL 1" min. thickness x (O.D. + 1") steel plate w/2" dia. hole (ASTM A36)
TOP OF PIPE PILE PIPE PILE SPLICE PIPE PILE PLUG
Pipe Pile
Foundation General Notes:
All piling shall be PP 12.75 x 0.375 conforming to ASTM Specification A252, Grade 3 and driven open ended with inside-fitting cutting shoes to a nominal resistance of 465 kips per pile for Bent 1, and 450 kips per pile for Bent 2. Minimum pile tip elevation is 205.0 feet for Bent 1, and 200.0 feet for Bent 2. The estimated pile tip elevations are 194.0 and 182.0 feet for Bents 1 & 2, respectively. Drive piling to the specified nominal resistance using driving criteria developed from the FHWA Gates Equation.
K
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C u rr e n t\
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O w l C re e k (P e o ri a
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D e si g n .d w g
/1
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SCALE: as shown SHEET BR-04
FOUNDATION PLAN AND DETAILS1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
Date: 2025.01.13 11:32:01-08'00'
CL Bridge = CL Roadway
Standard type "F" concrete rail, typ. See BR200 for details.
9 - standard 26" precast/prestressed slabsTYPICAL SECTION
1/4" = 1'-0"
2" min. ACP, typ.
Travel LaneShldRail
36'-0" out-out sl = varies sl = varies
ACP w/waterproofing membrane
12'-0"4'-8"1'-4" 12'-0" 4'-8" 1'-4"
Travel Lane Shld Rail
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
N 0°15'26.23" W
10'-0" wingwall, typ.
L a n e
S h ld
R a il
R a il
S h ld
L a n e
O w l C re e k
DECK PLAN
1" = 10'
CL Bent 1 Sta: 3+73.00
CL Bent 2 Sta: 4+28.00
El. = 230.59
El. = 231.07
El. = 230.95
El. = 230.64
El. = 231.06
El. = 230.85
Std. bridge approach slab, typ. See BR165 for details
55'-10" out-out slabs
55'-0" ctr-ctr bents
9 - 26" prestressed/precast slabs o u t-o u t
Sawcut with hot applied joint sealant, typ. See Typical Bent Section, Sht BR-08 for details
K
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SCALE: as shown SHEET BR-05
TYPICAL SECTION AND DECK PLAN1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
26 - INCH STANDARD PRECAST PRESTRESSED SLAB SCHEDULE
N o o f sl a b s re q u ir e d
S p a n N o
H o ri z o n ta l l e n g th o -o a t sl a b C
L (a ft e r sh o rt e n in g
A h e a d
S k e w
A n g le
D e g
T o ta l s tr a n d s
N o d e b o n d e d s tr a n d s
D is ta n ce
Y c to s tr a n d c.
g a t m id s p a n in c h e s
D is ta n ce
Y u to s tr a n d c.
g a t m id s p a n s u b tr a ct in g to p s tr a n d s in ch e s
C o n cr e te
C la s s p si
A o r
M in im u m c o n cr e te st re n g th a t tr a n sf e r o f p re st re s s p s i
E s ti m a te d in iti a l s tr a n d st re s s lo ss ks i
U p w a rd m o n th s a ft e r tr a n s fe r o f p re s tr e s s
N o
S
ID
L
U p w a rd y e a rs a ft e r tr a n s fe r o f p re s tr e s s
N o
S
ID
L
In st a n ta n e o u s d o w n w a rd d u e t o
S
ID
L
U p w a rd a t tr a n s fe r o f p re s tr e ss
Estimated midspan deflection, inches
D o w n w a rd d u e t o
S
ID
L y e a rs a ft e r lo a d in g
E s ti m a te d s h o rt e n in g w e e k s a ft e r tr a n sf e r o f p re st re s s in c h e s
9 1 55'-10" 0 34 2 5.77 3.48 5,500 4,200 9.4 0.71 1.24 1.58 0.22 0.44 0.31
S p a n c tr c tr b e a ri n g a lo n g s la b C
L
55'-0"
In iti a l t e n st io n p e r st ra n d k ip s
31.0
The superimposed dead load (SIDL) is 79.1 psf, which includes the initial wearing surface and bridge rails. The slabs are designed for an allowance for 2" of future wearing surface.
B a c k
048.0
W id th in c h e s
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
CL Bent 1 CL Bent 2
Finish grade
ACP BUILD-UP DETAIL
No Scale
Note:
ACP Build-Up is based on the predicted slab camber. Check slab camber prior to erection and adjust Build-Up as required.
Top of slab
ACP Build-Up, typ.
1 4
1 4 m in th kn
A C
P
26" PRESTRESSED CONCRETE SLAB DETAIL
1" = 1'-0"
Note:
See BR420 & BR445 for details not shown
Interior FaceExterior Face
Keyway for all slab-to-slab interfaces
#4 bar "b" @ 71 2" (epoxy coat)
4"
2"
8"
1 2
108°
#4 (epoxy coat) long. cont.
instead of #4 slab end bar per note "A" on BR420 at bar "b"
K
P ro je ct s
C u rr e n t\
B R
-0
O w l C re e k (P e o ri a
R o a d B ri d g e \K
M G
\A C
A D
\0
-0
D e si g n .d w g
/1
/2
:1
A
M
SCALE: as shown SHEET BR-06
SLAB DETAILS1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
K E
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
CL Bent = CL Bearing
Smooth dowel at each end of slab, typ.
Standard concrete bridge approach slab.
See BR165 for details
Prestressed slab, typ.
El. 231.07 (Bt. 1) El. 231.06 (Bt. 2)
BENT 1 - PLAN (BENT 2 SIMILAR)
1/4" = 1'-0" w in g w a ll, t y p
12'-0"4'-8"1'-4"
Rail Shld Lane
12'-0" 4'-8" 1'-4"
RailShldLane
CL Roadway = CL Bridge
90°, typ.
sl = varies
ACP w/waterproofing membrane
BENT 1 - ELEVATION (BENT 2 SIMILAR)
1/4" = 1'-0"
5 pile spaces @ 7'-0" = 35'-0" 2'-6"2'-6"
40'-0" out-out cap
Typ. pile reinforcement, see Sht BR-08 for details
#4 stirrups @ 1'-0" max. spacing, typ.4- #8 top & btm
Steel pipe pile, typ.
CL Roadway = CL Bridge
Standard type "F" concrete rail, typ. See BR200 for details.
4- #4 x 38'-0"
#4 "U" bars @ 1'-0"
Concrete bridge approach slab. See BR165 for detail
Through Backwall Through Bearing
#4 "U" bars @ 1'-0"
2- #4 x 38'-0"
See Sht BR-09 for wingwall and torsion block reinforcing, typ.
2- #4 end bars ea.
way, as shown, typ.
2"
2"
2'-7"
Vert Horiz
El. 225.3 (Bt. 1)
El. 225.3 (Bt. 2) El. 224.9 (Bt. 1)
El. 224.9 (Bt. 2) sl = varies
2- #4 long., ea.
face
K
P ro je ct s
C u rr e n t\
B R
-0
O w l C re e k (P e o ri a
R o a d B ri d g e \K
M G
\A C
A D
\0
-0
D e si g n .d w g
/1
/2
:1
A
M
SCALE: as shown SHEET BR-07
BENT 1 PLAN AND ELEVATION1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
Slab Setting Procedure:
Form 2" concrete pad integrally with the pile cap. Place 12"± grout layer immediately before placing slabs. Place elastomeric bearing pads, preformed expansion joint filler and prestressed slabs before the grout is fully set to insure uniform bearing across full width of the slab. If uniform bearing is not achieved, lift slab and repeat procedure. Any excess grout protruding above bottom of bearing pads shall be removed immediately after placing slabs.
E m b e d
1" chamfer, typ.
ACP
Sawcut 11 2" deep x 12" wide and fill w/hot applied joint sealant
26" precast prestressed slab
CL Bent = CL Brg.
Granular structure backfill
#4 stirrup set @ 1'-0" max. spacing
2'-8"
2'-8"
" 4
2" 41
2"
2"41
2"
2- #4 cont. ea. face
4- #8 top & btm
#4 "U" bars @ 1'-0" max. spacing w/4- #4 x 30'-0" bars2
4"
Typical Pile Reinforcement 4- #4 2'-0" dia. hoops @ 4" 4- #4 2'-0" vert. bars w/std. 90° hook
Steel pipe pile
3" clear
Use 11 4" dia. x 2'-3" smooth dowel per
BR445 at each slab end. After slabs are in place and tie rods tensioned, drill a
2" dia. hole 1'-3"± into the pile cap using a core drill. Place a 2" dia. x 1" thick expanded polystyrene plug on top of dowel. Fill remainder of hole with non-shrink grout from ODOT's QPL.
4" preformed exp. joint filler
See Concrete Pad Detail, this sheet
TYPICAL BENT SECTION
1/2" = 1'-0"
Standard bridge approach slab. See BR165 for details
1'-6" 1'-6"
3'-0"1'-0"
1'-01 4"
B a c kw a ll
G ra n u la r s tr u c tu re b a c k fil l
Waterproofing membrane, extend 1'-0" min. onto approach slab, typ.
2" conc. pad
Roughened surface
#4 "U" bars @ 1'-0"
#4 "U" bars @ 1'-0" max.
Elastomeric bearing pad.
See details, this sheet
2- #4 x 38'-0"
CL Bent = CL Brg.
CONCRETE PAD DETAIL
1/2" = 1'-0"
9"
1'-1"5"
3'-0"
BEARING PAD DETAIL
1/2" = 1'-0"
Smooth dowel at each slab end
Place 2- 12" x 6" x 1'-8" elastomeric bearing pads at each slab end, typ.
Place 12" x 4" x 6" preformed expansion joint filler between.
elastomeric bearing pads, typ.
CL slab
Conc. pile cap
CL Brg = CL Bent
2" grout layer
4'-0" slab, typ.
B rg p a d
K
P ro je ct s
C u rr e n t\
B R
-0
O w l C re e k (P e o ri a
R o a d B ri d g e \K
M G
\A C
A D
\0
-0
D e si g n .d w g
/1
/2
:1
A
M
SCALE: as shown SHEET BR-08
BENT DETAILS1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
V
I N M . GRO
O M
17206PE
OREGON
Expires: 6/30/25
SECTION A-A
1/2" = 1'-0"
SECTION B-B
1/2" = 1'-0"
SECTION C-C
1/2" = 1'-0"
Bridge approach slab P/S slab
9'-11"
#5 @ 6" max. spacing w/std. 90° hook one end
2 layers of 12" thick preformed expansion joint filler w/6 mil polyethylene sheet in between
12- #6 verts
2"
2"
1'-5"
#4 hoops @ 6" max. spacing
CL Bent
9'-11" 8
#4 @ 1'-0" max. spacing w/std. 90° hook one end #4 verts @ 1'-0" max.
spacing, each face
#4 ties @ 3'-0" max.
spacing each direction
2"
" 1
1'-9" 1" chamfer, typ.
Note:
See Section A-A for details not shown
3"
10'-0"
Granular structure backfill
Backwall reinforcement
4" preformed exp. jt. filler
CL Bent
CL Bent
P/S slab
2 layers of 12" thick preformed expansion joint filler w/6 mil polyethylene sheet in between
Granular structure backfill
11'-2"
11'-2" 8
#4 @ 1'-0" max. spacing w/std. 90° hook one end
#5 @ 6" max. spacing w/std. 90° hook one end
Note:
See Section A-A for details not shown
ELEVATION - BENT 1 (BENT 2 SIMILAR)
1/2" = 1'-0"
CL Bent
A A
B B
C C
D
D
Top of wingwall to be flush with top of bridge approach slab
#6 verts
Finish grade
#4 ties, as shown#8 horizontal bar w/std. 90° hook one end, each face
#5 horizontal bars w/std. 90° hook one end @ 6" max. spacing, I.F.
#4 horizontal bars w/std. 90° hook one end @ 1'-0" max. spacing, O.F.
1'-0" min.
Bent cap
26" prestressed slab #4 hoops @ 6" max. spacing
SECTION D-D
1/2" = 1'-0"
Granular structure backfill
Bridge approach slab
ACP
#4 verts @ 1'-0" max.
spacing, each face
#4 ties @ 3'-0" max.
spacing, each way
#5 horizontal bars w/std.
90° hook one end, I.F.
#4 horizontal bars w/std.
90° hook one end, O.F.
2- #8 horizontal bars w/std. 90° hook one end
Finish grade
1'-0" 1'-0" Note:
Refer to Sht BR-02 for Concrete Finish Diagram
K
P ro je ct s
C u rr e n t\
B R
-0
O w l C re e k (P e o ri a
R o a d B ri d g e \K
M G
\A C
A D
\0
-0
D e si g n .d w g
/1
/2
:1
A
M
SCALE: as shown SHEET BR-09
WINGWALL DETAILS1/13/20250002-0306
D. Malone
K. Groom
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ALBANY, OREGON 97322
3010 FERRY STREET SW
CB2102
A. Potts
K. Groom
OWL CREEK - PEORIA ROAD
BRIDGE REPLACEMENT
LINN COUNTY
T. 12 S., R. 04 W., SECTION 17, W.M.
WARNING
If this bar does not measure 1" then drawing is not to scale
File details come from the government source that posted it. Updated .