Att C_Example Core Log.pdf

PDF 579 KB Posted

Attached to
RFCQ - BR08306 and BR20060 Deck Testing State and local contract opportunity
Solicitation number
S-73000-00013318
Issued by
Clatsop County, Oregon

About this file

This document is a Core Log for a highway infrastructure project by the Oregon Department of Transportation (ODOT), specifically for the New Youngs Bay project on Oregon Coast Highway (US101) in Clatsop County. The core log details a pavement core sample (Core #17) taken on 3/1/25, with a core depth of 3.75 inches, located between the inner wheel track and curb. The project is associated with Bridge Number 08306, and the core was logged by an individual with the initials JD.

The core log provides technical documentation of pavement condition, including directional information (eastbound/westbound, northbound/southbound), lane details, and specific location marking. The document includes a graphical representation of the core sample, showing depth measurements from 0" to 10" and documenting the core's physical characteristics. The log appears to be part of a broader highway assessment or maintenance project, potentially supporting future road rehabilitation or construction planning efforts.

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Other files for this state and local contract opportunity

Other files attached to RFCQ - BR08306 and BR20060 Deck Testing, newest first.
File Type Posted
Att A_Coring Plan.pdf PDF
Att B_Blank Core Log form.pdf PDF
00012966_Sample Contract~2.docx DOCX document
Att F_Material Lab Submit Form.pdf PDF
Att D_BR08306 Plan View Sheet.pdf PDF
00012966_RFCQ~2.doc DOC document
Att E_BR20060 Plan View Sheet.pdf PDF

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Text version

CORE#: ___ MP/STA:_______

Project:

Highway:

County:

EPEP

6.0

7.0

8.0

9.0

10.0

0.0

1.0

2.0

3.0

4.0

5.0

LOC* Date: _____________

0" 2" 4"

Drilled On

Crack

Drilled On

Patch

DIR LANE

CORE LOG

K23118 - New Youngs Bay Oregon Coast (US101) Clatsop

(EB) (WB)

(NB) (SB)

(Yes) (No)

(A) (B)

(C) (D)

(Other) IWT ( )

BWT ( )

OWT ( )

(Yes) (No)

BR#: 08306

Logged by:

Notes:

Core Depth: " * Inner Wheel Track Between Wheel Track Outside Wheel Track

CL

17 914'

JD

3/1/25

Core was taken in between inner wheel track and curb.

hwye29a Revision Needed hwye29a Revision Needed 3.5' hwye29a Revision Needed hwye29a Revision Needed hwye29a Revision Needed hwye29a Revision Needed 3.75 hwye29a PolyLine

File details come from the government source that posted it. Updated .