00015061_Att A_Plans.pdf
PDF 363 KB Posted
- Solicitation number
- S-73000-00015061
- Issued by
- Tillamook County, Oregon
About this file
This document is a bridge deck preservation plan from the Oregon Department of Transportation for the Necarney Creek Bridge (Highway 9/Sam Reed Bridge) located in Tillamook County. The project involves removing the existing multi-layer polymer concrete overlay from the bridge deck, conducting a deck delamination survey, and placing new concrete and crack sealer across the entire bridge deck and sidewalk surfaces. The bridge is situated on US Highway 101 near the Oregon Coast, with geographic coordinates of LAT. 45.75700, LONG. -123.95850, and spans approximately 602 feet between abutments with a 26-foot roadway and two 3'-6" walkways.
The design document is dated August 2025 and specifies the work will be performed according to the "Oregon Standard Specifications for Construction 2024". The bridge has 13 deck spans of varying lengths between 42'-0" and 50'-0", supported by six towers and two abutments. The typical section shows a curved bridge structure with a roadway width of 26 feet and sidewalks on both sides. The project appears to be a preservation and maintenance effort to extend the bridge's functional lifespan by addressing surface deterioration and applying protective treatments.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 00015061_ITB.docx | DOCX document | |
| Att C_Bid Pricing Form_RevAdd1.xlsx | XLSX spreadsheet | |
| 00015061_Att B_Special Provisions.pdf | ||
| 00015061_Add 1 Changes.docx | DOCX document | |
| Q and A 7 S-45900-000150638 RFP PHIP Medical Dental and Vision 2027PY.pdf | ||
| 00015061_Bid tab.xlsx | XLSX spreadsheet | |
| 00015061_Att C_Bid Pricing Form.xlsx | XLSX spreadsheet | |
| 24_SP00225_Add1.docx | DOCX document |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
H W
Y
NO. 9
N
P A
C I F I C
O C E
A N
STATE FOREST
TILLAMOOK
OSWALD WEST
STATE PARK
OREGON
C O
AST
T o S e a s id e
THEN DRAWING IS TO SCALE
1 INCH
IF THIS MEASURES
To Seaside
To M an za nit a
COAST HWY 009US101-OREGON
� Structure � Roadway =
'-0
T o w e r 6
A b u
t. 2
M .P. 3
.5
92'- 0"
T o w e r 5
T o w e r
T o w e r
T o w e r
T o w e r
A b u t.
M .P .4
92'-0"
92'-0"
92'-0"
92'-0"
71'-0"
602'-0" ctr~ctr end abutments
W al k
R o ad w ay
Deck Span 1
50'-0"
Deck Span 2
42'-0"
Deck Span 3
50'-0"
Deck Span 4
42'-0"
Deck Span 5
50'-0" 42'-0"
Deck Span 6
42'-0"
Deck Span 8
42'- 0"
Deck S pan
42' -0"
Deck Sp an
50'-0"
Deck Span 7
50'-0"
Deck Spa n 9
50'- 0"
Deck Spa n 1
'-0
Deck Sp an
W al k
BR02311 - PLAN
Scale: 1"=50'-0"
TYPICAL SECTION
"=1'-0"16
3Scale:
26'-0" Roadway 3'-6"
Walk
3'-6"
Walk
Existing MPCO
Necarney Creek, Hwy 9 (Sam Reed)
STRUCTURE NO.
BDS DWG NO.
CALC. BOOK
COUNTY
HWY:
M.P.:
DATE
OF TRANSPORTATION
OREGON DEPARTMENT
Checker:CADD Tech:
Designer:
SHEET NO.
STRUCTURE NO.
BDS DWG NO.
CALC. BOOK
COUNTY Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
TILLAMOOK COUNTY
HIGHWAY 009 - OREGON COAST - US101N
NECARNEY CREEK, Hwy 9 (Sam Reed)
NECARNEY CREEK BRIDGE DECK PRESERVATION
HWY:
M.P.:
DATE
F O
T N
E
MTRAPED
N
O G
E R
O
N
OITATROPS
N A
R T
113333
Tillamook
39.53
08/2025
02311
Clayton Davey, PE
N/A
Matthew Stucker, PE
James Schaefer
OREGON
RE
GI
STE
REDPROFESSIONALEN
GINEER
57,752
JU
LY9,2002
M A
T
THEW A.ST
UC
K E
R
RENEWS: 06-30-2026
PLAN, SECTION AND NOTES
LOCATION MAP
LAT. 45.75700, LONG. -123.95850
SEC. 7, T. 3 N., R. 10 W., W.M.
sidewalk surfaces (face of bridge rail-face of bridge rail).
Place concrete and crack sealer on the entire bridge deck and and designated by the Engineer.
Engineer. Perform deck and sidewalk preparation as specified Conduct a deck delamination survey in the presence of the from the bridge deck surface.
Remove existing multi-layer polymer concrete overlay (MPCO)
“Oregon Standard Specifications for Construction 2024”.
Provide all materials and perform all work according to the
CONSTRUCTION NOTES:
Bent, tower and span numbering are per Bridge Inspection Report.
NOTE:
1 2 3
2 3
1 2 3
J01
ACCOMPANIED BY DWGS.:
05032, 06095-06100, 76864-6
BR_M24097_cad_01.dgn :: J01 - Plan and Notes 9/8/2025 4:36:04 PM hwye93d
A001
| 2025-09-08T18:40:19-0700 | |
| STUCKER Matthew |
File details come from the government source that posted it. Updated .