Att A_Coring Plan.pdf

PDF 259 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 detailed Coring Plan for the New Youngs Bridge (BR 08306) located on US101 (Highway 009) at Milepost 4.91, prepared for the Oregon Department of Transportation (ODOT). The plan specifies the technical requirements for extracting core samples from the bridge deck, including precise instructions for core sampling: 16 total cores shall be taken, with 4-inch minimum diameter cores at least 4.5 inches long, positioned at specific locations across the bridge's spans. Core extraction guidelines include taking samples in wheel ruts, near drains, and attempting to match previous core locations, with a maximum core depth of 5 inches.

The bridge, constructed in 1964, has a deck length of 4,208 feet, width of 35 feet, and depth ranging from 6 to 7 inches, with no previous overlays. The coring plan provides geographic coordinates (46.176180, -123.868472) and a detailed schematic showing 16 core locations distributed across various spans, with distances between cores noted as approximate. The document includes specific instructions for core labeling, positioning, and extraction, suggesting this is part of a comprehensive bridge condition assessment or maintenance planning process for this specific infrastructure asset.

View the file

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 D_BR08306 Plan View Sheet.pdf PDF
Att B_Blank Core Log form.pdf PDF
Att C_Example Core Log.pdf PDF
00012966_RFCQ~2.doc DOC document
Att E_BR20060 Plan View Sheet.pdf PDF
00012966_Sample Contract~2.docx DOCX document
Att F_Material Lab Submit Form.pdf PDF

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

-Take photos of all cores and one between the wheel ruts

-For each pair of cores, one shall be in the wheel rut for every 10,000 sqft not to exceed 12 cores total

-Take min. 4 cores at a frequency of a pair of two cores

-Take 4" min. diamter cores @ min. 4.5" long

BDM Coring Directions (for ODOT reference only):

46.176180, -123.868472

US101 (Hwy 009) @ MP 4.91

New Youngs Bridge

CORING PLAN

-Take some cores near drains if possible

-Log actual location of core sample extraction

-Label core with Bridge Number and Core Number

-Attempt to take cores near old core locations

-16 total cores shall be taken

- Do not core deeper than 5"

- Desired core length: 5"

Project Specific Instructions:

147,280Sqft:

4208'Deck length:

35'Deck width:

6" - 7"Deck depth:

NoneOverlays:

1964Year built -

Bridge History:

BR 08306

Distance between cores is approximate. These deimensions are to help core crew find spans. Note:

Coring Plan.dgn :: Default 2/21/2025 9:57:23 AM hwye29a

180'517'451'611'264'613'686'700'116'

Previous coring location near bent #30 Previous coring location near bent #20

Core 16

Core 15

Core 14

Core 13

Core 12

Core 11

Core 10

Core 9

Core 8

Core 7

Core 6

Core 5

Core 4

Core 3

Core 2

Core 1

(Ocean)

(Bay)

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